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HomeMy WebLinkAboutPermit 5911 - Hampton Inn - New Building Clt"_of Tukwila \cd DEVELOPER'S 04/10JECT WARRANTY REQUEST FORM T• •.• '•::•••.;;;■ ;:•:••••: 4.• .......... ••••••• • ••••••••••• • 44,',A, , ":••,•%•.,' A` A. /4' $.4 k • t J. • • ' ;011'411:44r41111111V9Wril- THIS FUND le AU E ACCEPTED. Al work identified in Section 1 of this form hu now been completed retuned to department which authorized warranty. hereby est inspection and release of my casitcash equivalent. 72 HOUR NOTIFICATION FOR 'INSPECTION AND RELEASE OP DEVELOPER'S REPRESENTATIVE: CHECKED BY: DATE: / / - }2 -76, ve reviewed the above work and found it acceptable and therefore authorize the release of the cash assignment. j AUTHORIZED BY: //AP,' DOWYMIENT: //-30 ItiPsx .. • AMOUNT: o LO CASH EQUIVALENT- LETTER AUTHORIZING RELEASE RELEASED THIS DATE: CASH CITY CHECK NO. IT- do 111110: DEPT. Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Fiume Deportment - Permit Coonlingor, DCD Upon completion ntko lomt, AMIN personnel ewe send copies to: Developer - Rum Department - Pima Coordinator, DCD emu NAME OF DEVELOPMENT: gior)•„, 4i 4. DATE: / 0 - 1/ , DEVELOPMENT ADDRESS: 7/,o ,s- / S'‘ 44 S. /4 PERMIT NO.: 5-7 // CASH ASSIGNMENT NAME: 44fi/A 110.8 0 1/61/1/4 44y (Redo, TEL NO. 7 9 7 "3 51, P SHN1 BE RE.FUNDED BY MAILING TO: ADDRESS: 7 fa 4 Pio A e*ileo gip et S.4 i J. 7/0 (pleas* p(int) CITY/STATE/ZIP 11, /V • /e/ ir s 70 4( ,r.,1. -..., • dv: • 1 'WV i .1 1.40 PLANSOMUMENTIMEPE MAREDESCRIBEDI- • itA0 the ,0/0 Zoo,' ) AV /0/#//44 , * ii1Ne/eIr A/ 1 1 .14 / (1••• /i,plej As the ovmer, or authorized agent of the owrwar,1 hereby submit cash or cash equivalent In the amount ol $ 44 coo ($150% of value to complete wok described above) and attach supporting documentation for value of work. I will have this work canted out and cal fora final inapection by this date: ( /1 t // , ro ), or risk having the City use these funds to ca out the work with their ovm oontracior or kvhousa manpower. N I fat to carry out the work, I hereby auto City to aio the property to cany out completion of the above deficiencies. 1 further agree to comple list vs prior to requesting inspection and release of those funds. ' SIGNED: / TM-E: PA Pi 74 $.4 k • t J. • • ' ;011'411:44r41111111V9Wril- THIS FUND le AU E ACCEPTED. Al work identified in Section 1 of this form hu now been completed retuned to department which authorized warranty. hereby est inspection and release of my casitcash equivalent. 72 HOUR NOTIFICATION FOR 'INSPECTION AND RELEASE OP DEVELOPER'S REPRESENTATIVE: CHECKED BY: DATE: / / - }2 -76, ve reviewed the above work and found it acceptable and therefore authorize the release of the cash assignment. j AUTHORIZED BY: //AP,' DOWYMIENT: //-30 ItiPsx .. • AMOUNT: o LO CASH EQUIVALENT- LETTER AUTHORIZING RELEASE RELEASED THIS DATE: CASH CITY CHECK NO. IT- do 111110: DEPT. Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Fiume Deportment - Permit Coonlingor, DCD Upon completion ntko lomt, AMIN personnel ewe send copies to: Developer - Rum Department - Pima Coordinator, DCD emu �� CITY OF TUKWILA Buil” Department 6300 ,thcenter Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # 6-ra Date // -,27- 96) Type of Inspection go ityeyF4 R( '1.5 4- Crib Boyt5 Site Address 7c200 S., J5 6 %4 Sf Requestor (14S Special Instructions 'This ill yvC Cc. I t `Dre-r) t fla t) a 5-1 .3-11 Sec 3 0-i Date Wanted j/- ay-90 Project 4 t- j/v_71ori 2" n7l f Phone # r,'Ze_ re uY11 ika 0 Hoc fila £Yin. f 0Qi /v /T0-5 Inspection Results /Comments: /3e.e r, Inspector Date //-2.--63 —117 ,,�1'il.•„ SIGNED: /% i A. 7.i� .:,.?�.,,i� �f*% %/� THIS FUND 18 AU y „:,:2• • E ACCEPTED. DEPARTMENT/GAD: `I� ° =%'� AMOUNT :t ' 146-0 C • CASH • CASH EOUNALENT DEPOSITED THIS DATE: /0 • /1- 6 CRY RECEIPT NO. ay S 81100o RECEIVED BY: o- 72 HOUR NOTIFICATION FOR 'INSPECTION AND RELEASE OP DEVELOPERS REPRESENTATIVE /// Ail w ork Iderefled to Section 1 of this form has now been completed returned b department which authorized warranty.1 hereby est Inspection and release of my cash/cash equhvalent. DATE: //- 2 5' %O vi reviewed above work and found It aoceptable and therefore authorize the role of the 40 cash assignment. AUTHORIZED BY: - DEPARTMENT: /'/- ,f. CHECKED BY: MOUNT: CASH CITY CHECK NO. RELEASED THIS DATE: RELEASED BY: . FINANCE DEPT. Upon completion through Section 2. Finance personnel shall send copies to: Developw —Finance Department - Permit Coordinator. DCD Upon completion cf entire loom. Finance personnel shat send copies to: — ',snippy - Room Department — Permit Coordinator. DCD Om % Cite of Tukwila DEVELOPER'S r i. )JECT WARRANTY REQUEST FORM .,..•...: :a... �.. r.. x•:. Y� ay• ,. ,. .• a::•b�•Yk. Y,e. \$, 1. O'3t .Y ,,; sY, ,• <::• sT .:. .. ; :`�. +.,� Y ^f.�kY•7�S+,tf�: �.)C.y, .fin. Y n 4!S' %i:••'v •Y!., S•: Y� ! .�• •::� �. •� �„ � -r:�.p Y r g _gyp T:..:. . •. ,. .' .. gf?!�•.•.•:'.'�*iF : " ..,; .a,L...: br og SQ ;i> •. . .p . ... .... :.. ... . .. .... ��•%�'��k.�:.YY':S.k�k�` 9b %:.RA�3&.n .�SBR!� f •:,: x• >,:.:, a-Y,.v. •. Y.rh :,. >,,. . .. :...: ��ov,.,.,.'C...; .,.,, .: ..:.. .. ..:.. .,. .r...:... •..��. .'•..:.•.•. '•.•'.'•i.°.' �.•,•.•,.,•�•,.,. e D:•ncX X NAME OF DEVELOP/ENT: /%,,000,/,N 6. u DATE: /0-1/-7.0 DEVELOPWENT ADDRESS: 7a0o S / sot! 44 S 70 PERMIT NO.: $'7// CASH ASSIGNMENT NAME A404t0 a 0 /4/o1 t/O /'/y Awj TEL. NO. "DS • 7 y 3 '3 V Jf SWAIDED BY MA ING TAO: ADDRESS: I to tr P}0 i.. /... Woe/ 4;1. 3, D (please per) CITY/STATE2IP 72,4r e /r/ g 170 6 DESCRIPTION OF rTEL TT BE COMPLETED (REFE$NOE PL MMD/OCUI ENTLWHEAE ITEMS ME DEECRMEDI: t 1,u t .f? ZeV,/ ) NJ ie%li•a V Avehl r,_Y / �' • 1 s 0a ,/ (. M M.,,1 •r _ As the owner, or authorized agent of the owner, 1 hereby submit cash or cash equivalent In the amount of $ 16 coo ($150% of value to complete work described above) and attach supporting , documentation for value of work f will have this work canted out and call for a final inspection by this date: 1 ii / /i / 70 ), or risk having the City use these funds to ca out the work with their own contractor or In -house manpower. If 1 fall to carry out the work. l hereby autho • Clly to .. • o the property to cany out completion of the above deficiencies. 1 farther agree to comple - •; fist • / • • vs prior to requesting inspection and release of these funds. SIGNED: / Ale • TITLE: 0 01 "(4).14 • THIS FUND IS AU 0 CASH 0 CASH EQUNALENT CITY RECEIPT NO. ay 5 8A mo SECTION DEPOSITED THIS DATE: /0 • /l • 6 RECEIVED BY: AN work identified In Section 1 of this form has now been completed returned b department which authorized warranty.1 hereby est inspection and release of my cash/cash eguhralent. 72 HOUR NOTIFICATION FOR 'INSPECTION AND RELEASE OP f� DEVELOPER'S REPRESENTATIVE /7 CHECKED BY: D A T E : / / - „2 . ' 74 ve reviewed , above work and found it acceptable and therefore authorize the role of the ... cash assignment. AUTHORIZED BY: , .,' - DEPARTMENT: //- O - Q rient` �ti�rbl` •`�Al'�fN�l%IrI% °�t[''/�'�IIR:. �g CASH EQUIVALENT - LETTER AU IORTZINO RELEASE CASH CITY CHECK NO. Upon completion through Section 2. Finance personnel shall and copies to: — Dewy — Finance Department — Perm" Coordinator, DCD AMOUN T: RELEASED THIS DATE: RELEASED BY: • FINANCE DEPT. Upon oomplotbn del en** form, Flume personnel shat send copies to: - Dwebper - Finances Department — Permit Coordinator. DCD •Snses City of Tukwila Department of Oxnu ity Developrent Building Division 6300 Southcenter Blvd. kkwila, Washington 98188 RE: HAM INN PROJECT At the final building inspection it wage determined that the eight (8) handicap roans do not meet the Washington State Barrier Free Oode for allowable width at the entrance doors. Also it was de- termined that an additional grab bar is required at the tub area. In order to rectify this situation, we will install 36" doors in each of the handicap room and install grab bars at the tub area to meet the Washington State Barrier Free Code. We expect to (=pieta this work within 30 days or less. Thank you for your assistance in this matter. Cite 'f Tukwila . ( - DEVELOPER'S `i. rIOJECT WARRANTY gidatialiti REQUEST FORM NAME OF DEVELOPMENT: 11/4 0/,),0,,, %✓ 41 DEVELOPMENT ADDRESS: 707,00 ,c / S { A S.74 DATE: / O - // - 0 PERMIT NO.: 5-P // CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) NAME: .{ii/!iforrJ MI; r /.! /' ,'y (00wrg) TEL. NO. ,?D - 3i/3-351J9 ADDRESS: . /1,1 /v e7 S te r/ e 37' CRY/STATE/ZIP ,'J < /c/ S 3 70 K DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): %il1N</•<y Zo,vJ 6.q# 1 osf.a / (t<. As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ soy ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( /1 / /1 / 7o ), or risk having the City use these funds to ca out the work with their own contractor or in -house manpower. If 1 fail to cant' out the work, I hereby autho City to • • • o the property to carry out completion of the above deficiencies. I further agree to complet 4 Ilat: / • . ve prior to requesting inspection and release of these funds. SIGNED: TITLE: 7 A' i C/ i' T SIGNED: /4'iiti 'rig' 'ii: :-i �' a_:J: L'_ �' III`:: Y:•:,:Sf;'. AMOUNT:194 /I L G' C. 0CASH THI8 FUND 18 AU DEPARTMENT HEAD: d E ACCEPTED. CASH EQUNALENT CITY RECEIPT NO. ay 5 8AOoc ter• DEPOSITED THIS DATE: /0 - /( �- d RECEIVED BY: 72 HOUR NOTIFICATION FOR 'INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: • CHECKED BY: I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: DEPARTMENT: AMOUNT: CASH EQUIVALENT - LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. RELEASED THIS DATE: RELEASED BY: , FINANCE DEPT. Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD Upon completion at entire form, Finance personnel shall send Copies to: _ Deveioper - Finance Department - Permit Coordinator, DCD aw»+oo d+� NORTHWEST HOSPITALITY GROUP October 11, 1990 City of Tukwila Department of Community Development Building Division 6300 Southcenter Blvd. Tukwila, Washington 98188 RE: HAMPTON INN PROJECT At the final building inspection it was determined that the eight (8) handicap rooms do not net the Washington State Barrier Free Code for allowable width at the entrance doors. Also it was de- termined that an additional grab bar is required at the tub area. In order to rectify this situation, we will install 36" doors in each of the handicap rooms and install grab bars at the tub area . to meet the Washington State Barrier Free Code. We expect to complete this work within 30 days or less. Thank you for your assistance in this matter,.: Sincerel 380 East Parkcentcr Blvd, Suitc 310 °• Boise, Idaho 83706 • (208) 343-3439 • Fax (208) 3444748 l � - J `i 1./2,„,, City If -Tukwila DEVELO ER'S Pr JJECT WAR REQUEST FORM SECTION 1.:(to NAME OF DEVELOPMENT• y ,,,y).4:, . l •v v DATE: /U - S - y v DEVELOPMENT ADDRESS: 7 ,20o s/56" 5 f PERMIT NO.: S? CASH ASSIGNMENT NAME: /i/oR /J we,r / /I t'2 /i/Yy .'•�yi' TEL. NO. aV - 3 y,3 - 3 r,.e.y, 9 SHALL BE REFUNDED c BY MAILING TO: ADDRESS: Ro 4. ?fie ,e, A, %A F/,/ -Tu, ,/i 3 /0 (please print) CITY/STATE2IP Z/ f r /c/ ir 3 7o G • T -1 • : . • •� .. .4-.. 1 • (REFERENCE r . = • 'C / 4• r / 1// �1 - , • /11NJ ion /14/P - -► J� ,. air ,1. : 1 .. . • 1//,/,/ //4,a. /. J ) .7 / %v, f` ►L e,0reteIv U'4 J (O31,,./ s' /i /'' To �ef/Ig/► !7.- 4 "NI +4r. OO /!/"iT.n/ / • As the owner, or authorized agent of the owner, l hereby submit cash or cash equivalent in the amount of $ 6, aaa ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have thls work carried out and call for a final Inspection by this date: ( /0 / /s / 70 1, or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. if I fall to carry out the work, I hereby autho City t go onto the property to carry out Completion of the above deficiencies. I further agree to co rk I ed above prior to requesting inspection and release of these funds. SIGNED: /// TITLE: /7.r; r/.„rf TH18 FUND 18 AU E ACCEPTED. SIGNED: AMOUNT: oC� DEPARTMENT HEAD* O CASH CITY RECEIPT NO. i;:■.Q CASH EQUIVALENT i36� DEPOSITED THIS DATE: / ) —/O ApQ RECEIVED BY: SECTION 8 (to bo complstod by dottokpor) 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: (tob Y by aty CHECKED BY: AU All work identified In Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request Inspection and release of my cashicash equivalent. DATE: I have reviewed the above work and found it acceptable and therefore authorize the rel Waboiie cash assignment. THORIZED BY: DEPARTNENT:,C%4(9 Cb AMOUNT :* 6 - -69, 00 CASH EQUIVALENT - LETTER AUTHORIZING RELEASE RELEASED THIS DATE: CASH CITY CHECK NO. RELEASED BY •Ael. 922•111111111 , FINANCE DEPT. Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD 01130110 BUILDING PERMIT (POST WITH INSPEL i'ION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA - Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: D-- °ICS FEES DESCRIPTION AMOUNT RCPT 1 DATE BUILDING PERMIT FEE 10,732.00 5 )a-a -`10 PLAN CHECK FEE 6,975.00 567 10 -03 -89 BUILDING SURCHARGE 4.50 D'"-. a-0-ci0 , ENERGY SURCHARGE SQUARE FEET EXP. DATE 10 -02 -90 OTHER: TOTAL OCC. LOAD 79 1st PHONE 1:- ,_-. TOTAL - 17,711.50 ZIP83702 PLAN CHECK #89 -299 PF O.rr C r ItJr Orir.1A !Km PROJECT NAME/TENANT HamOtonlInn St 242304 - 9043 -01 2423 SQ -9 14 -�6Te 2423_4--O Hampton TYPE OF (Xi New Building U Addition U Tenant Improvement (commercial) U Demolition (building) 0 Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: New construction of 155 room 4 -story hotel. PROPERTY OWNER Tukwila Associates Limited Partiers 1$ Hotel /R -1 PHONE 208- 343 -3439 ADDRESS :s ,, -1 - to - d - :�'s- D ZIP83 16 CONTRACTOR Northwest Hos . i tal it Grou . FLOORIRE PHONE 208- 343 -3439 ADDRESS 380 East Parkcenter Boulevard Suite 310 Boise ID ZIP83706 WA. ST. CONTRACTOR'S LICENSE # NORTHHG115P5 OCC. LOAD SQUARE FEET EXP. DATE 10 -02 -90 ARCHITECT f, -. ►t .• : - TOTAL OCC. LOAD 79 1st PHONE 1:- ,_-. ADDRESS 1197 Main Street Boise ID ZIP83702 USE i Hotel /R -1 / cow cOr.1t't / IAto'r ZONING: M -1 BAR /LAND USE CONDITIONSEyes QNo COMPANY: Nap/we—sr 1{oS/X7fi /Air7' FLOORIRE SQUARE FEET _ OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC, LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC, LOAD ' TOTAL SQUARE FEET 15,825 TOTAL OCC. LOAD 79 1st 15.825 79 , 2nd 15,615 78 15,615 78 3rd 15,615 78 15,615 78 4th 15,615 78 15,615 78 TOTAL 62,670 313 _ 62,670 _ 313 TYPE OF CONSTRUCTION: I I FR UBC EDITION (year) 88 SETBACKS: N _ S — E — UTILITY PERMITS REQUIRED? Q Yes N o W — (through Public works) FIRE PROTECTION: ®Sprinklers OD Detectors 0 N/A ZONING: M -1 BAR /LAND USE CONDITIONSEyes QNo COMPANY: Nap/we—sr 1{oS/X7fi /Air7' CONDITIONS (other than those noted on or attached to permit/plans): APPHOVED FOR •, BUILDING ISSUANCE BY: i ;4m 2C1 A OFFICIAL DATE: 2- 2- ' (') I hereby certify that I have read a examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perform nce or work. I am authorized to sign for and obtain this building permit. / / / SIGNATURE: .rnee4 . .` Aftel _ --4 DATE: Z A.. C PRINT NAME: rffopn j4 s. 0 0.S'!{A?ITEl( COMPANY: Nap/we—sr 1{oS/X7fi /Air7' This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. ATE ISSUED: 1 BUILDING PERMIT APPLICATION TR 4 ;uNG PLAN CHECK NUMBER PROJECT NAME SITE ADDRESS SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) ........................... SQUARE FEET OCC. SQUARE LOAD FEET occ. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. SQUARE FEET LOAD FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. BUILDING - initial review FIRE PLANNING PUBLIC WORKS M-17 87 J-a5-Fq :..:::......:..:..: ........... (ROUTED (*Y ram Brazmurpffelp& ate rov 17571) ere INIT: /11 /9 INIT: UC.t i INIT: �. FIRE DEPT. LETTER DATE • 0 -2 etectore /A INSPECTOR: 5 a •� I r . 7►r' • • 1 ITIONS? Yes REFERENCE FL' • S.: OTt FER 5- INIT: BUILDING - final review a -'a MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: Yes ".' •' *To' 1 - 1' WI INIT. REVIEW COMPLETED w- - -. Offd E`6fi'i3Nf (yQar;: " PERMIT NO. CONTACTED �� �1� ' �Q - �� �� BY: (snit.) m- - • DATE READY DATE NOTIFIED PERMIT EXPIRES 2nd NOTIFICATION BY: init.) AMOUNT OWING /0 i �3I0 �J�� NOTIFICATION BY: (init.) _ AR' 41.0W.0111% BUILDIIfl PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) .,...,., WWI ... ...., . .,., ..,., (206) 433 -1849 DESCRIPTION • :: AMOUNT .: RCPT:: # DATE BUILDING PERMIT FEE .t C? 7 0(.5 C09 5,,a) •14:5Q (c".) J0/3/$? IlEgilliMb = APPLICATION Il1 Ll.. T BL II. I. ED OUT c:Oh1PLE lELY PLAN CHECK :FEE BUILDING: -SURCHARGE ENERGY SURCHARGE: OTHER TOTAL - 111V:56 SITE ADDRESS SUITE # S. 156 AND WEST VALLEY HIGHWAY ?ZOO S / VALUE OF CONSTRUCTION - $ -5fr. - LI, 59 Co 005 PROJECT NAME/TENANT HAMPTON INN ASSESSOR ACCOUNT # 22442233p044 -9 907573 -04 242304- 9043 -01 Z4Z304-9SI4 -8A TYPE OF OffNew Building U Addition Li Tenant Improvement (commercial) Li Demolition (building) WORK: [) Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: NEW CONSTRUCTION OF 155 ROOM 4 -STORY HOTEL BUILDING USE (office, warehouse, etc.) HOTEL NATURE OF BUSINESS: HOTEL WILL THERE BE A CHANGE IN USE? iai No Li Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 62,670 SQ. FT Tenant Space: 155 ROOMS Area of Construction: 2.384 ACRES WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER TUKWILA ASSOCIATES LIMITED PARTNERSHIP PHONE 208- 343 -3439 ADDRESS 380 EAST PARKCENTER BLVD. , SUITE 310, BOISE, IDAHO ZIP 83706 CONTRACTOR TO BE DETERMINED PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT NEA>- KOLBO, - ARCHITECT PHONE 208- 345 -3561 ADDRESS 1197 MAIN STREET, BOISE, IDAHO ZIP 83702 .. P. HBR>w�X.;GEt�TIFY.:., MAT t MAYEfR /RNt?;.�XAMINEI� TkII. S: �. PPt.t GAT1QN A..N..,(��NQW:TFt�:.SAM�TQ.�fr :`.:... ..: RUV!AI� °.. RAC: > , ... >:; �::» >:>::::.: ::::>:.:.»:::.;»»:>::: :::.:;. :.: >: >::: >:;: P CCIR 7' . ANI,� .f . :: ,. ,�.,�, �J... �(r '("f� hI�1�L,YFC?Fi..TMI�.: ��il` �'.:.::...:::.::::::.:::.::.::::::.:, BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE/, / DATE ia- .r -8'y PRINT N E Re ERT J. SUITS PHONE 208- 343 -3439 ADDRESS 380 E. PARKCENTER BLVD. , SUITE 310 CITY /ZIP BOISE, ID 83706 CONTACT PERSON 'IOM DUSBABEK PHONE 208 -343 -3439 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to f111 out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner .authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written 'request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED 1O-3-`69 DATE APPLICATION EXPIRES 537117115 • S CI3MITTAL CHECKt.IST COMMERCIAL NEW COYMER $AL RUILDI N(i8/ADD1l Comps d but d ng pmMt applied Ast+a Account Number Two aiN (x) o! the fouowlnp :: : t911AMEggAL TENANi:IMpIOVEME t►ploted l ...• np permit app e*or Accaunt 2) sets of corn waah►ngtoi 9fii?a iioe use of;ee0 RACK $TORAG Completed buiidin� permit Au of r:Acoount: Numb >.Co ti pl tedbu l r g per i f appNcedor so spit Aoco ..:.. nt .. ..:::.......................... Narrotivedescnbirp exit. np ;roof, rna1 .mat erisd being installed riot to final Ins, i; which ! c.Udi: showirp `willbsi ANTENNM3ATEW1, 0{EHE>ll C.omplefed buOdIn0 permit appiica ocouIn AtseswrAnt anten,i elisLeiiite d t:.d�111411AkNii and exrt ttraXe orr plan.. 8ttuo1ural caloJMons stamps 1000t(***.... raip 8' end RESIDENTIAL SINGLEfAMILYDWEU NGS/AD wrs f.t$ ,. RESIDENTIAL REMODE W(2)o!. virorWnp drawl Site plan.. i :.:.... . . •.Fc indeNon plan.; Floor plan,::; Rovi.plar% >: Bufldinp.*aDona ufldinp acss ieptior►' ycWrr.framinp ph 01000: Enersy Code led utility permit epplkation; Bit (6) sets of site plans irhowinp: utiHt MOTET EwVdinp site plan and utility site plot ma utilq' pet it applkation and checklist for apocr AdQlfanal topographical and sells rnfi7rmation m sin a>nditions REROOFB; >o conk iubnilttb nsq�iiram.... . feted builcln6 permit ap Assessor Awount Numbo; Narrative describing exist 0)441.00..4400:1004! Aoei fkaUon Iotti off oft !Ipemit ; CITY OF TUKWILA Building 'partment 6300•So enter Boulevard Tukwila, WA 98188 (206) 431 -3670 Type of Inspection Site Address 77-c) Requestor Special Instructions INSPECTION RECORD INSPECTION PERMIT # 9 Date Wanted /i2.7 1Z_ ''4 7 . p.n Date • 00 Project Phone # h Inspection Results /Commentts.:_.. 4017 7;;;-- et Inspector CITY OF TUKWILA Buil '^q Department 63 ;.thcenter Boulevar Tukw L. WA 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # F 4' J �* 9 l Date to- t d °-. c2 c7 Date Wanted / O --- T ( /rrllU ��-,-� li 1 -c 9 Type of Inspection Site Address Requestor Special Instructions Project Phone # p .n Inspection Results /Comments: Ale c _ / Inspector Date %61-- 14-'1 ,/7 ••-•••• , • •• • • CITY OF TUKWILA AS)2 Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 Permit No57/, Date 4971/— fel Job Address 72-a-.2____Scx_15e74 CORRECTION NOTICE he following items are found to be in violation of Ordinance ogc and shall be corrected. Z. 7 gee I- 4-49,4 7:044-3- Ze 447_ 14- / ‘Jire /0•.? 2- 41•- ‘,.# -7--)--leg4A 5414-S *II A44444, 3 k Liao /57e 0# 00,144-€4., e-40! 44ven..60 0—a& Signed 77er,L1?__ Official nspec o Build i r CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 Permit No. _..s.c..qa Date /e).--/7"40 Job Address 7700 SO tc6"k- CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. 2) /1", 04-2-414— Fiet ,7e.41 e epi_ $4,04 2—es f3rovel se_ " ,6493 OF I_ v, IV LAVA, ■■•■:■••111111111P _ Signed Building Official/Inspector W rYJlfsam�irrn�n,S.,ri �.,a:.r.sa �rnw raw�.u..... CITY OF TUKWILA Builds Dspsrtmsnt 6300 'center Boulevard Tukwi WA 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # I4-- 3"'`?0 Type of Inspection = "C,ats,Ncy- bow.-. Date Wanted /0-3014-90 a.m. p.m. Site Address 72.re) S. 1,54- Project 1401 /'y y.J ?`,u ,J Requestor ,I.,.^-ck Phone # Special Instructions Inspection Results /Comments: C Z,t N r ( cri 2 -..r. )c. I $ /a /rte ✓cs` 2 Inspector Date. / I) , r Ld CITY OF TUKWILA Buil ..Q Department 63 'thcantar Boulevard TukW Iv, WA 98188 (206) 431 -3670 Type of Inspection c 1 29 Site Address '7200 �/ Requestor Special Instructions INSPECTION RECORD PERMIT #-/ ( Date --�� cj d Date Want-a - a.m p.m Project m /1 rM Ike Phone # ,i ,'7-- 0 Inspection Results /Comments: Inspector Date /-2.-1 -So �S/7 r���fey: N. ilFta�l4�b "AJf+C+ro'r.ol+aw.a+�t rw,.r Type of Inspect % /—��i' Date Wanted 9'--;26 U a.m. p.m. Site Address ;7200 & 45-C Project / � Requestor Phone # Special Instructions CITY OF TUKWILA Building)^nartment 6300 Sou 'ter Boulevard Tukwila, ." 98188 (206) 431 -3670 NgnawtR'/.lYaG'ii�KV °'uw+.. area» x.. nvw�¢ �.rz�sHlazMrNV:�n• +vlvvKt.!m+tU 154M +Ni:k('aYi2+1Pv'tq'YkIN4!'Ah1l W:°lJl?S",+j^J.tt4i' _ INSPECTION RECORD PERMIT # 2 %/ Date 9— --c=7 c) Inspection Results /Comments: ✓J/iMLLG� /i6L,0, 4y 6' C.orl-� Inspector Date 7%---2-.6002. CITY OF TUKWILA Building D "'' -tment 6300 Souttk. .er Boulevard Tukwila, WA-98188 (206) 431 -3670 ............ .��...........- e.•.vr..r.r.4+w r.. s..• �c r...- �wrtrnis:venHatCrrnaNN?�41f �'l'Y"ikY.§St.'S:.i7k:�. INSPECTI ..N RECORD PERMIT # 1 / t-4 —al v Date Waned f - a p.m. Project tail/ 7/1, Phone # '-1 0 4 Date Type of Inspection Site Address Requestor Special Instructions Xl� Inspection Results /Comments: / ,JG 5/2 -1 12 Inspector Date � - / �� 96 K3A' 1i?% ld?J: I�t} d9kYk3P�itz "Nsernur�lx.:uwKrwvww... w....,,.w»,�..... ................_,....- .......� CITY OF TUKWILA Building r rtment 6300 South. .ter Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECT AN RECORD PERMIT # Date Type of Inspection Site Address Requestor Special Instructions dr [{at`e Wante-f Project 1" 1 %'1 Phone # •111 N•111• `7 - d Inspection Results /Comments: 1 c CITY OF TUKWILA Building Division 6200 Southcenter Blvd, Tukwila, WA 98188 433.1845 ;fy'Y✓t..,,mtN :S:�k�i'34a':"1.'.<ix:.i:.7d4)} Permit No. • Date Job Address � CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. { r w /'bpis"/ / Signed uil:ing •t cIal /Inspector CITY OF TUKWILA Building pia 6300 Sou iter Boulevard Tukwila, Nn 98188 (206) 431 -3670 Type of Inspection ( -� I i v1G Site Address 0C) . Requestor C4J71,e, Special Instructions INSPECTION RECORD PERMIT # / Date °j -tp w �'1 d r L VIZAZate Wanted SC e ` Project Phone # 9 -- 7 -�a . • p.m. 2-7-- �a�� Inspection Results /Comments: A/094 ee rg e fir'' /��i14,� 401.0-1 7 1'77 • r'4.-es Y�7� Zz, .-'C,Q —." u dZa 6-0,0 ?, - -.. 2-o z--io A A.7 4 t �,. Q' el ci, U/ / 1 %l r 7 !'r LC / /•moo �� c / at --044 Inspector )0QF,�� cle..vz../AtrZ, Date f ~' 9 -t.,) MAMMY7.kYAALYaJ7dAtt9lM9At4.SS.. twos CITr F TUKWILA Bu111 Department 6300 ...chcenter Boulevard Tukwila, WA 98188 (206) 431 -3670 Type of Inspection (4::55 Site Address -7i=01) S. giLlk Requestor ��c..*zi•- Special Instructions ............................._.............,........_.. w. ..._..o..- ..-.,...........,.... ..-, m... �n. inen�rm_ vv�� •na+ue+rsunrrF +nMn.n'rx'vf»..7: INSPECTAON RECORD PERMIT # Jam`? 1 Date Date Wanted 9124l1'o a.m. p.m. Project �-% �,.,�}o� Phone # Inspection Results /Comments: '' II L)71,2 c ce,.n -s-ck 64.c+1 /,.'i" e4 n&isk Inspector Date 8 -z - 7o ...�.. »..— .......... _.......,..__........._._._.._.....,.......,.......,.....................,.....«.,.«.. ..,...•.,....,w...,............ u.. w.,,. s. Kr- c.«. ....•aruxr,.kvrrrxrxauxM:rrrr�5 CITY OF TUKW LA Building De ment 6300 Southc jr Boulevard Tukwila, 98188 (�,� (206) 431-3670 670 �( . (24 s Type of Inspection C&I.A etU P&Ik.h s. Site Address Requestor INSPECTI ,N RECORD PERMIT # '1 1 Date Date Wanted ? — v) jy -9o9y Special Instructions Project Phone # /9, Inspection Results /Comments: 4J/3 sSc„...74r_e_.,,.->,,c) w/c2J-z9e-et Inspector Ul.�,..P. , l•� l�U�'7 Date — fj� f��ir atuin�c�wurmn« eww. am.M..: ,.... �._........,..._...,.. ....,..„....._._....____..,_... ..... .... CITY OF TUKWILA 8uildi( -"IpartMnt 6300 S6,. center souleva Tukwila; WA 98188 (206) 431 -3670 'ype of Inspection ;ite Address equestor pecial Instructions iN�i��Ci'10�1 REC�3RD •'' _— CI PERMIT # Th t Date I -50 71,11 Date Wanted - -�-a.m. p.m. C� C�jv f'1 Project Gtl'lil, /1 Y1 Q.-t Phone # 9 o l nspection Results /Comments: nsuector 0 L 2- _ Date � - 14- 10 Type of. Inspection Site Address Requestor Special Instructions CITY 0 ri,TUKM1u Buil . Department 6300 Acenter Boulevard Tukwila, WA 98188 (206) 431 -3670 5C r r u Pc n 2-D© CQ INSPECT ON RECORD PERMIT # ( i Date F - / 5 - o Date Wanted Project Phone # a.m. Inspection Results /Comments: Inspector (� Date cf " ¶ C1 un.n Wa•.0 nrm.w ...,_ ...................... �«....,..-............_...,.......... s... w,... w,.. �.................. �..........,....». �.. �.... �. w. n. m.,.:,: u,... x.+....w.u.rww,ro�.s.+wiwnasawt �i�xxY`,+a,6.t+strwrtenl+a..xM! CITY OF TUKWILA l Buidlr ;apartasnt 6300 S �cantar Bculavard Tukwila, WA 98188 (206) 431 -3670 1 1 magi Type of Inspection 4■57 Site Address ? 2 Requestor INSPECT. ON RECORD PERMIT # Date Date Wanted s4.1-1710,0 a .m..m. Project 440,41,/tp4,,7 2,h Phone # Special Instructions Inspection Results /Comments: Cer,,A Inspector /044.0 < Date i2: N.I �iW�12i' SIdAYGChyd i�hbXb�aawnfueu�nr...«u. c.•.,.+:..... ..,.,._- .- ..�...._..�....... -_ .- ...... ..................«,,... ....,.w..+ ,.>.,,..ne- +w :�...,...,. o. c ..m,..�,,uec_w w:t,.n�x ,abar.J+ens}n.41,:a..1VP'0.. !,,,M iINMxq CITY 0 TUKWILA Buil ,Department 6300 .. .hcenter Boulevard Tukwila, WA 98188 (206) 431 -3610 1� Type of Inspection 7S(lx �C 2-0(?) Site Address Requestor Special Instructions INSPECTION RECORD PERMIT # J l / l Date � [ -- 9 0 Date Want Project Phone # - z-9 b a.m. �— Dc l.i Inspection Results/Comments: Inspector Date Sr- 2 -L6 CITY OF :TUKWILA Buildi 'epartment 6300 54,_ Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # 9 l Date - ©`-�6 Type of Inspection Address rl 200 Requestor ( � Special Instructions Date Wanted Project Phone # U /1/ a.m. p.m. Inspection Results /Comments: FLAxis yt ci e— Inspector Date 7' v' )1) y�µ,..� + curl' i.¢ �v� ^�`^r"^ "^".+" ".""•.r""" """M.�' wowµ" r. �w. rw" w+ uar+. i. itnunw; wu. wnarnrrrn >•a- .+.rnaurr.wnr+,:.inw"•, hn:4'.A'.TriaLtfarss l'hf. J!tcf:Y:2C'f•U.`s'.'= : w�Yat�.'k ik1£ a€ v± itth2minGi3 l+AkiiialtftlitMa*KaurMOSrtueumMeMw CITY OF TUKWILA Bul14 ': Department 6300 ,'chcenter Boulevard Tukwi a. WA 98188 _ (206) 431 -3670 Type of Inspection n6A; Site Address 17 2. 0 Requestor Special Instructions 7(09, 5ce INSPECTION RECORD PERMIT # Date Ali `7 - Z 7 - -n Date Wanted ! ` Z7T O a,m. Project Phone # 11 arm n-j1-rkr) 90 96/ Inspection Results /Comments: «•-1 �.4P 4 C C✓ 2-sk tot Insoector 47AllL. 4111L- Date 7 2 -74-,e CITY OF TUKWILA Building r•'rtment 6300 Sout ter Boulevard Tukwila, W 98188 (206) 431 -3670 1 Type of Inspection k &'? Site Address ;2--Q ..�y( Requestor Special Instructions ...,w...... ......... OA: ;?tSlaw iR:: INSPECTION RECORD PERMIT # // Date , It(‘) / Date Want-d Project Phone # p.m. _ciog6/ Inspection Results /Comments: l�C�iQ Inspector Date -'" Z r3' l'a . .Nusea t ;tole(tiettam�i 1d+% PE% 7A' J: Rfilt/ 1' nUit7o +�l++xivnvwx.�.,vu.�w.�+.,. CITY OF TUKWILA Building r8188 tment 6300'Sout er Boulevard Tukwila, (206) 431 -3670 Type of Inspection .. rumnJL��N, QT1✓ � .wwvw:w +µ,,gsyyuu�y.Yµwtb�.w1Mi WwMatw» uwwaYlE�. aMkJtitrrwMw�evr NwMwnld.. filtt l�UcllKdYYAMkYM(3h5A7F1M14k{ 4.�YifN1.+"fx. ... CCU (f Site Address �// l SCP Requestor 1 (14h Special Instructions INSPECTION RECORD PERMIT # C�9 Date 7—/9—?C7 Date Wante Project Phone # Inspection Results /Comments : wJG a ► L1^,A� A P oriai s Fr rz_. c.ovts 2-. Inspector Date m CITY OF TUKWILA • Buildin �Rpartment 6300 So enter Boulevard Tukwila, A. 98188 (206) 431 -3670 Type of Inspection Site Address % Requestor Special Instructions Sf\e4KocE et�AM. NWw' 4vYYl K:+ A: r�balµa�Hrirve�I+ W' aat�rwantvuta +Fasueva+vaww�w:nawfa:M��tir 1[: MIFavM 'W.LOY9{6VtwJF�W.4iYlY'r: INSPECTION RECORD PERMIT # Date Wanted 1°" .2a -W) :'# _A4 • • - 0,v Date Project Phone # • 1 Inspection Results /Comments: o`Z - G.t.J6 n ert.Ll►JC OF C2,, ScA.42. t"9-7 25 I ,J 80-314 a-oy nns. 442 P Gt.IS Y7 Ant. CI . TnenenPnv. naf•o '7— 21 - 'O f l.• x' deicl FZVi . ^f. +M;ny ^a(J »o+,.ks;;nv:anu nna> vc. uaaa•,•nwnrrhrsA'r>1xu�Y'x:r'S, ,(. CITY OF TUKWILA Buildin r''artment 6300.So aster Weyer Tukwila, A 98188 (206) 431 -3670 Type of Inspection Site Address Requestor Special Instructions rc� 1• ir'. e.':; C'; YT?\ 2r,: R^ l: r::l Fr!' 3. 9'..h,'F7 %i- '.•'.iftY. ?.NAkt:. • INSPEC ,ON RECORD 4 PERMIT # - / Date Go Date Want Project Phone # •d, 9d a. p.m 7 1444= -� km--14.1r3 c44-f d - V ( -tsrA, 0(1 0 ei Inspection Results /Comments: .15C -ovt-- 6v r/lr.t_trSG p F 6ou �3t �" CA-41 e=n-S dt•l ui-'`L4 R-k-ew■ . & A-P- S J P P it.,111A02 C,vs a -i -,4- v.q t N G ,Pre 9 ( Azy 8v� s wGJ 6.E12-0 z c.5..evz . Inspector CZ Date 7../3 -F-0 i,�.'4�2�1�iP! {i4L�'LYJ Ya',n',.137S7M�SU1tw'XeLav�r w.sw.a,r.�.�..ra :..n.• „r•, . a.. .,....,..... ...............,<.. �...•.,., . w�........... nws.... r,. u.. vawJ .ce�.,cmvenna,,...�.ya.aw�mwm ¢orttn�: �•a:,a�r.•.::s.t3:n ., ..... ?x�ncrC;•.s;,l.'".1.�•G�': f'N.:aA+.lt'wti !KiSki".SirttG�1N?xpi. CITY OF T VILA Building _ rtment 6300'Sout _Ater Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECT N RECORD PERMIT # 11 Date Type of Inspection Fr Ck.YY11 n Date Wanted '1- 1 d” Q(Q Site Address c; 11,.? Project Requestor V l r r, Phone # Qa1 Special Instructions Inspection Results /Comments: -= 1-cALs.- a-yt-g-u-E-A A-0 Inspector ✓cam. V Date .7 _(4. o CITY OF TUKWILA Bulldin�artment 6300 So miter Boulevard Tukwila, (206) 431 -3670 t xP+.f4i� nLY,JmPY�/ INSPEC ON RECORD PERMIT # %%� '-ICJ' b( Date Wan -d -9,0 a.m. p.m Projec Phone # - --C1C,UJ Date Type of Inspection i-%tc �P FGI.YYvL r'l� Site Address, 400410 S. L r Requestor Special Instructions Inspection Results / Comments: oy Inspector L) l� -�`"` Date 4 ' 7- q! 7d fly Crr.1N.:tS�YX %.'�`L1tu..Z� CITY OF TUKWILA Buildin'►artment 6300'So `fiter Boulevard Tukwila, 98188 (206) 431 -3670 r► Type of Inspection Tax - Site Address 72t27. Requestor ('vv1 Special Instructions Ira + a�rssM. ,mwrauMn.rkM.ar..u>^swt:MVr.,u4 *[' Alin ltA'sii:l:tt�1+.n4'.'.`.tS$e[4 LG:.: PAX,6l }.tL`i2Y?ti^R:4ifi g.t.',!.41*:(i'9}yt?St' INSPECTION RECORD PERMIT # `f 1, I Date Date Wanted '7.4o Project Phone # �-� -610q14 .m Inspection Results /Comments: Inspector Date 776 /2-a CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address 72, Requestor Special Instructions < ''4- PERMIT # Date lie .1F Date Wanted Project Phone # Inspection Results /Comments telb- r 0-34 Inspector Date ? 3 'f-d CITY OF UKWILA Bulldin `' partment 6300.So _enter Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECT =ON RECORD PERMIT # Date Type of Inspection Site Address - , • /gyp Requestor 077) Special Instructions Co /2s —/9� Date Wanted CO,2( Project Phone # c9.)-17-- .n i /t/ /ii? #L a 9V Inspection Results /Comments: to p Ar.4 -n z d ,$) c-k.-ri _j) (- s . Inspector �'` Date 6? 0.4 0 b CITY OF T WILA Building CITY 6300'Sou Alter Boulevard Tukwila, WA 98188 (206) 431 -3670 't;.l:.v:uak+rn- rf5cntant,sea n %1,r raftAtAV:tu;CStYU:Txtz�! {kwt s'. +s:3,e?ri;, '?.e/ :ufi(:c:&5d'.:ceht� INSPECT ` :: l N�RECORD y PERMIT # Date -90 Type of Inspection Site Address Requestor 601 Special Instructions Date Want 2Z` project ?i Phone # 227— Inspection Results /Comments: 3A. nor (Ahn.)2._ W-a r L Inspector Date Co 2-2 —Jo teM40bNwiftWawagmateitttp. ft.',401«4ntrins:a6:. 7.SSIVWWatt rGlf5MA J'^dfiw:c^..y:3ANN IMitirr.t'SMAs: al, :tt .At.2.i c'rtr:V,t3if -, :t°1 st r%'taP:{:` CITY OF TUKWILA Building Dom' ~tment 6300'Sout er Boulevard Tukwila, WA 98188 (206) 433 -3670 Type of Inspection CJ..[.-et-. Site Address4�OD 3 757e Requestor, 7 -St4 GL 01/V Special Instructions INSPECTION RECORD PERMIT # Date 673% Date Wanted Go-6- 96 a.m. p.m. Project „ lrol � J Phone # 9i5 / Inspection Results /Comments: L,J-0- ova 4aC .. Inspector �- Date CP / 55'0 Fi.Y.atd,14:U$C'D06..1N +.t•:3 .1).. n:, r+« vm�nnew .•+wec,at'a.eYnm.. >ea.anoe•�+rt uru.Wroonr +ssa.r;els. x�w rJ1a.•. pNnne:: r: nv w•.. isv: ttu ,Hyr..S:1yLTGwra +p1A«ei +e ,' CITY OF TUKWILA Building �rtment 6300 Sout ter Boulevard Tukwila, 98188 (206) 433 -3670 'ype of Inspection /4-e-A--- site Address '7 -O() / equestor l5 .-*-k �f(Q,M e e2 special Instructions INSPECTI N RECORD ,t PERMIT # 6/3//90 Date Wanted 6,— 4 Date 0 �is•'.Pt,Y:B;'fi} * ",. RS'PM 118�111i'.•. a.m. p. Project /4&J'f/ n Phone # „7„)-7 — Q049 [nspection Results /Comments:. IM'c / l., a A51 Inspector Date 6 w�+:C1:i��.:•�fd v�3�''rili�s�. tai. � .',�n�.�Y�4i1.3Llii'y5:�^�*tl�+ �'; xt• Si, 3s.' 4t zhr ?rr��t!a�•.r- . + ;.t�nrsr. -:+. �sr>r:.n:� CITY OF TUKWILA Building D"tment 6300•South :Jr Boulevard Tukwila, WA 98188 (206) 433 -3670 INSPECTION RECORD PERMIT # /// Date ,6-3//9() Type of Inspection e _ Date Wanted 6- / — (/)O a.m. p.m. Site Address 77026C) 0. d/g6 t5 Requestor v:54.41-44. Special Instructions Project Phone # Inspection Results /Comments: 1-11(- -g( 10w-1.--- Inspector ,A 40- Date C. --(-`7t: CITY OF TUKWILA Building ,iartment 6300 Sou .iter Boulevard Tukwila, 98188 (206) 433 -3670 Type of Inspection &24t ry4 j- Site Address 1;06 2. j SZ YZ Requestor ,I LL ec /L_ Special Instructions ....._•rs au[nea.ralutowtol vnrdAN. +r.&:nn:a.;si<_t cur_vt'Wft1RyY.v,q, -Wel oZ 4YriAttAIt, 10418∎M' -- INSPECTI N RECORD PERMIT # Date 7//9O Date Wanted 61311% a.m. D.m. Project 1 (.Ll'Lp7'L Phone # 9691 Inspection Results /Comments: Ce l ( l9 o , cam,, -4.6. .k. Inspector -Q-- -- Date 6 —(-5'o CITY OF TUKWILA Buildin9�'artment 6300 Sou ter Boulevard Tukwila, 98188 (206) 433 -3670 Type of Inspection - 6 (AA/ Site Address ,, PC. 44 Requestor '1'W� Special Instructions .,e ..asa wr wAve ow a,mwwommor.ursa.."- ss+vs.n CAPAgnr•YVS;»4atti7tE' IA0:4040V 1;RF'AIMITVA tiliaitgl Mk • INSPECTI91§1 RECORD PERMIT # 4)ti Date Date Wanted 5` „zit-5'o .a...11 Project '" l'ert.‘--1/1,11 Phone # qa'?g if 5o iork, Inspection Results /Comments:v�c�;,..a �-R- Inspector Date J/2)9/20 1 1:7:w1Wh✓.@':vtgl:YGE,S_ eme;^,y;.....Kn�.ic..,rrt.'e; x^W.�.,�s• uxdt�. a�:7.ir_+uls?tn+Y.:- :r+n�;xm !, c; x ^.r^t.�:r'tr,M.::;SS.r.4i<5:t)k t +' ": nr; v`x:�':.kfi.!,:_%' +:�: J:e x':57 �f�" 7: };it"L`t :;`+'d.26�`ie.!`isN7::' Type of Inspection Site Address f Requestor Special Instructions CITY OF TUKWILA Building j�/ ^artment 6300 Sou .ter Boulevar Tukwila, 98188 (206) 433 -3670 o c.c,r 0 `� . [- ce ;fdh INSPECTI ! RECORD PERMIT # // • Date J5" -96 Date Wanted S a .m. p m Project Phone # - r% -- 9'69' fri' /:Opi Inspection Results /Comments: Vfl t-- t („)—(1,4) Inspector Date 5,23(3 CITY OF TUKWILA Building oaten Bo 6300 So alter Boulevard Tukwila, 98188 (206) 433 -3670 .,o,emw twnv,Aw +mwvelxctw ; fv:.lredAe,' :,, w,N4aa,,a :r,e * „urCarsY.:r.,.., >rM, Type of Inspection r Site Address �e 756 Requestor bck.h Special Instructions INSPECTI N RE CORD PERMIT # // / Date 5' -- Z/ 9 Date Wanted 5” -0e/-90 a.m. Project Phone # Inspection Results /Comments: CA/ZAAA.mv-ir-C.J-41:■,h'ld All ,tit-4-t ol,t..roc.kA.. Inspector Date , /Zcf /ev i#S+att;.ii'X11`:i r' at tli5i1; Lei:igigera0WittRri^n1 uw!iMmtffl.. tount.v 9. 01$ 643 0sarCi anizamt:a w. ra.:% s.^. AIM A` cn- r115 %7 <r,°!A#.ei *.r.nrz::•SNklatti :?iA4A!iclAt±i#1341136?W Type of Inspection Site Address Requestor Special Instructions CITY OF TUKWILA Building `rtment 6300 Soutl ter Boulevard Tukwila, W 98188 (206) 433 -3670 INSPECTI RECORD l // 5- 7-4- -90 PERMIT # Date o 0 1-c /5•L uU .e d,, Date Wanted Project Phone # 5- Z� c17i a.m. ��Ti n '7- 9'c19�f Inspection Results /Comments: Inspector Date .=5-P-3/Pd CITY OF TUKWILA Building s^ .rater Bo 6300 So .rater Boulevard Tukwila, 98188 (206) 433 -3670 Type of Inspection POW/. 72-60 . /S 6a-fL 13c,�1 Site Address Requestor crw, xe9uA. mmsx% �s+, Fr, S^: 1t• a} t:, o .4L�itW�:= :r: +�u1 +�n ^a�: ^;f:!!; t:is'•5•;�,.; s.-j INSPECTI N RECORD �9 PERMIT # Date r —ct Date Wanted 5-- ��t,T� Project ` ajvt D ('00'1 1) Phone # % — a Y4; :t . Special Instructions / x,!30 C,t) /: 3O7 Inspection Results /Comments: ��1 6k-! .% CAN, 11/4-30•—• Q i,! •c ivy. NSl. • tvx.r,..t 3 0.1L w....K) -11- ). tr_k — • -A �` C—t-5, ■Q ■ [yn-fiCSC -c� • 1`i�.• `ly`�.b r^ ` �� n�v- Gfi+— t�...T c� •� rJ� u;3.1 0- vlcwo • Inspector Date 5(2,Z-/ I d CITY OF TUKWILA Building Division Tukwila Boulevard (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions Lkr Tt� +t narw.uuV.aH'^erolbimNi **0* tdwtmtw2 h1Mil' tL:^' �Y.°. l+ rswttWYin 451%V'iki:AlAiRSaiti.W3A b ANIAEt!e'1kN114E INSPECTION RECORD PERMIT # Date 5-/S-90 Date Wan ed Project Phone # , ..2- -96911 a.m. Inspection Results /Comments: Inspector J,--srLa Date //7/, itra 'i{4u:Eatek'iffi t`:k'1 1k7a.'f�i :9 041Vif36i7RfiA akeirf.lavvanle0naa .1..e. r, s. Wxc1Mia.... r .55,114nxt \aNeaMff#,W3}x ^_:tvNa lVtriM Pi, • • CITY OF TUKWILA Building Division Southcentr ila,Washin Boulevard oton98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions INSPECTION RECORD PERMIT # 9 /I Date C Date Wanted �/8 `� a.m. e . SCpvt= Project Phone # / : o pm Inspection Results /Comments: ' • -.--�� km 1,1--x4 Inspector Date 57zzign CITY OF TUKWILA Building Division Boulevard (206) 433 -1849 It: -Into4 . arvw, r�.. w�.-.+ r+.. �w..+...+++. tTwm+ ..wwnw+..v.,...wwue..awr4.w«�m. lava... xwua. Artwfwn�a WtAw. nLT. uaTipNnklRaLT55( Yif ±.Fif11AA'2.%7.YYR' !'.. Type of Inspection Site Address Requestor (')\ INSPECTION RECORD INSPECTION PERMIT # Date S —/S-90 —v -) "96 a.m. e. A ./I i LO / _ Date Wanted Project Phone # Special Instructions Inspection Results /Comments: c. Inspector Date 572-1 A.d : �'s Fik3�[ �' s�isr�i�rruzk�tnF, �. m., �, �.. �. �.,,..,•,,.... ....._.,..,_.._......_,4�__. ^__ CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection Site Address p�0 ` S Ce_ Requestor `�"�V ) ,,..... ,ww wv,taw W1c4.1 . uf11•z.Wa�bWwz.'Gw.awxvW+WYAW„ INSPECTION RECORD PERMIT # 5-9 t l Date 5—IS-9 Date Wanted 5-1k7-90 a.m. Project i p J( .II Y1 Phone # .2N7 - "% o 9 c1 Special Instructions 00. / g.. 3 0 pfl'. Inspection Results /Comments: Inspector Date S l (o • 1 0 ""•w�iitIMWMEtx i.YU nIf tltt# 7i:mC:'3if.'YYA ti• CITY OF TUKWILA Building Division 6200 wiila Boulevard (206) 433 -1849 Type of Inspection (,� Site Address iawux2PAr :diK'+�/'-NI"k +xsf�JtMISYR)Mo ^Mmdm4621,7ANAy!'VXtA ZWI;g4'JS�7 hifliV !94:'i'F"vk<'S.',t ;'4:Ct`hv: INSPECTION RECORD PERMIT # // !�1yF�'w;GJ Date Date Wanted -'t7 - d a.m f 5 (c, Project Requestor fi ,C+Cl'l lol -f ceC_ Phone # Special Instructions MCC"). 3npe'11. '7 -909z/ Inspection Results /Comments: Q9- -- 1/40L10 AAA. IAJJ2J54. .i.� p 6 Lam_ (,.1 t. -b AuLaria ps 1AL w h? Z, L C r,..0 —fir Inspector Date 5 / kt 011.i Kti Ufa kati Olootvat autx ktv:mmmm r CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila,.Washinaton 98188 (206) 433 -1849 a.1..L.s1ta. ..:. Iw.. v.: ce+ vw. wwzlaw. Me snx}. wh. rtll. wn�f +.atH!1+�TheswR.�rs:s+a Fbl Wisl^L /.;l'1b tf .A:fx'YtNYfN.1�t' Iik+A.rIXM.YC�Uth.V matrrAs%e zo • • Type of Inspection MO Lk V' Site Address ,Z0 St /501" Requestor _ +C fti CC. Special Instructions INSPECTION RECORD PERMIT # 'Y ' Date S- -7� --j0 Date Wanted S-- Project Phone # a.m. 9 Inspection Results /Comments: n.1U w —-w� Inspector G Date S"' — R CJ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions '72_00 curl C, n o .u....u... .... ru+ w. uur. u. uw. Mrniuuww. r. w. wa. euw. e. u. i. rroyuu- uuYwe+.grnsrs.uwMtSttt.... U0 .tOIASY:Ail.i61ST10132.1i6t41( Y.12Y?.MkiWit. INSPECTION RECORD PERMIT # ? /1 Date Sr -%--96 Date Wante 5- -/O--9 a.m. Project - C, � f''))*)Y1 Phone # - 9 O 9 L1 Inspection Results /Comments: Si.A..c:Ce..51 , ���,�, -� „� h�-t -� 04-■ . t.,..9:,.., • c.Arti.c� 3 ter ...�.., �,4 v '�-t �� <s � cOa- .sir -t.. 11,J V.I.-Pa U �. a-�, a.. �•- ci w1. s cam, 1� >_ ,A 4i..,. -0 ~4b %.,„k .nom gt.„, y. k . Inspector Date S l w 1 lip CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address '7.2 Requestor Special Instructions (,t, • INSPECT ON RECORD PERMIT # // Date .17 -9 O. `S(ei C'OLl Date Wanted 5-9 - a a.m. CaV/ 4 f1 -de) r) Project Phone # Inspection Results /Comments: /V?) e-7,--O Inspector az,te 7.2 %[JLr Date l �'� CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTI N RECORD PERMIT # a Date )--r7- 9O Type of Inspection Ll.-r Date Wanted j-- .3'90 a.m. Site Address Q �, 1 f (v �- Project4CL1lt �`Ut) .Tn/1 Requestor ( ,U +C.f C )a_ri.Cc ( J Phone # '% — 90 9 r�� Special Instructions ''"7 c r H,. e ie r l /,1 0(1.2 1'3o /.-01 1: 3n Inspection Results /Comments: ° 0""' / s.0cw L Aim p`° � s c.h- �C� • 011-C ;�., a•,- Inspector Date 5 / / 7o . td'' s` �rtL�G;,.. �; YS: atek' L1?r) GSrd« Nia± cvMUV�. w: �..,.».,,., ��......,. a,,,,.,... �.,. �.._...._......,.,. M...._._. �..._ ............._ �._ �.«...,._..,.........,....__«._.,_..,....»...,,.... ,......,.,,,,v...�..,,�.,..,,,. CITY OF TUKWILA Building Division 6200 Southcenttr Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTI N RECORD PERMIT # 5'(/ Date Type of Inspection taa,r- Site Address 7%-vb ,S', (36 -- Requestor Special Instructions .,.., «.«wusan�rwriwur, ».x�wruxn+r Date Wanted 5-/c-(/ %d a.m Project Phone # Inspection Results /Comments: i-I. re_ ( 141'Vt o� _& . (1,..156L- r� .9- c,._ -E i c ;ter- c� c1 ov-- a- . CC_ L74-0( C3='�' Fc_c-r ri- 1?-0 w--. , AA_ Ltia `1/4Alz Z- SL G-. o�-.�- °t° . t&A" cam' 7 .L. 4.e- 4►-k- L/ J0-.o .l t42.1-ct , =�- .t0, Inspector CC rtJ c- Date S /40-'10 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # / Date Type of Inspection eorturs � Site Address 2 -c0 f....0-i=-, Re q uestorG+Z-(^ Special Instructions 3-o Date Wanted 4 /4 Project Phone # a.m. Inspection Results /Comments: • .1 - v4-or3 Yitetrui- Inspector Date ,5/19'd • CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 6,)-- INSPECTION RECORD // PERMIT # Date Date Wanted 5/2.--/O a. Site Address 72- S. (1S6 Project p44,r6 Requestor Phone # Special Instructions / 2. `3-6 Inspection Results /Comments: 1'I7? ,, cn". /7-- (%�-� m� .H c/t�n ��-c -( (.1,410."- pat-W'( Inspector Date ,S A" YuANr�)[ ii' WE�i�� .3F11NLYL'Y�ii%O:NUAI:RY�:slrr • asswww�rwr.. s..... u....... ne ....w..,r.....+r..ur.....+..�n. non....... �v. nra�ua. �swr. arwwn. sw••.. r. rv... ueriwv.. rv. wH* n. ls. Yi. W. Y trtiWrSMMMiitxMMl.�IYNtY+R'.tvW JI WRrJdMeW'.1rt'^L4''Y+'+b"tGG!:r CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection ! 6 L/e Site Address Requestor Special Instructions INSPECTION RECORD c9?/// PERMIT # . Date /1 ---`36) - ---ci0 Date Wanted, 5T / a.m. Project Phone # Inspection Results /Comments: CQ , we?5 24 .-s v /,,,( �— T us e Inspector 224,_4, Date 6---/- --9() M5`m-c44d':"tx ymo,. i +d ata rnww CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 0,10,120.-4...CeZ-, eV-A-- Site Address o2C .5 (.. Requestor cy3e.cf-Cil Clancy- Special I structions • w+». a. o.. nwr�b.. w. rrwuvx.. w4J. u. nwwf�� .- a.ur•:.air..iWM1..cwv�IrtruNUV ..uJ.�H::'tf ^N : rrc2f+ MK+ tiv.. 4 ^�f:LYN•IWIJL✓tt�nV:tirrwK441u� . INSPECTION RECORD PERMIT # Z1 1/ Date Date Wanted Projec Phone # 8' • - al� JL1, a.m. o 5/ 5 2 i :30 Ins ectibn Results /Comments: �-� r u � �lVPr�`z. t. n �1--. J Inspector Date (1-1(5v f' 410gg 7422 ' tc C' tfG ydz:iJ:pi.fiAh .1;�c.:.✓.MYXt•. CITY OF TUKWILA Building Division 6200 Southcsnter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address - - (`}t°) j 43 (1! ytiS: taF• WfiPa'f+•: Y. tM: 1. fe4,. Mei+. tt. M: 4fX"• AOx» WN. W) NKatWeXMi91L. iOM+ stsixifldVY, iKrv4tehX1mWe1M! T.,." hLL', wlvl�Y•, tA!. x..\ IJ!.: 1! cLSi: ifYP: f.^ 7R�,:1:Y^X.fdb'!ac.4tYnz:r:fl.: �C �ci:l! '1.524 >%'.yL ^:. Requestor Special Instructions INSPECTION RECORD PERMIT # C // Date — —9a Date Wanted Li -- 2'7 --9e a.m. a_eriptvi :Z17/111 Project Phone # Inspection Results/ Comments: DIN-AP --`14-%-. IS c2 ti f u Nip blT j i2 ;11-C Inspector Date et,- ( 27 1? i�l�i3'' �` .yaia��.'•tx!.5`�SCY.i= f%knJ.Ci i`+.hCt�.m.:.:."!ane� w.:, ✓rs CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions 7_oc l S Cow .. �..., w, M..•..,... w,... �.,.,,.,«,«.,...«..,..,. �....H., eN.,., vK�.. a....M...ue,.r.�.n,..sn..+,,..w INSPECTION RECORD C91 PERMIT # Date 3 -90 Date Wanted el— 2_(0-96 a.m. I: rc)pn- Project WO /plc i/)f1 Phone # / Inspection Results /Comments: .3 VLj (AVC c a Inspector AktekbAtt&MON0144MmitImfmmkm = uartzr, CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washlnvton 98188 (206) 433 -1849 rt:.zv;r.. rtn:... tr .ormrf....wol.anwilitsslsiOtiev mean. tos,k alwArix* R°;. r. 5e.Vs iNC?•?:: nl trA: utIrsrYi7,M1t'+w:.w.m..401,t,6i A•."!i4:517 It?: Type of Inspection pOLLr Site Address °7 2O % 1 INSPECTION RECORD PERMIT # °j /1 Date - }�,2� -90 Date Wante Project Requestor CaL13 Phone # Special Instructions .2_s-9d a.m. can/a0/7 Y11 i'1 Inspection Results /Comments: s z Ar•-/12 „ S c . m - r - r - /rbarcc" OcJ i'■E` . t ) PtLo Stom∎$ Gr":73 Inspector Date ` ��— ' ci��hir4• d. 1h:.' L�1S! 4�lfihlxwE �a�aienxa. wnea+ sYV :u.�<ro.«aw...,,....a.,:....., ,..,.,,ww�„+«.. «•,w.o.«,.Mrw,ev wnarw.. n.,,. u» yw.. m..... u.».<...>..,>. v.:... w.,., µ..»....» w....•..-.,.•...:. n+, w.. w.•..« .,w ........... ..........»,.. . CITY OF TUKWILA Building Division 6200 Tukwila,tWa u1 shinoton98188 (206) 433 -1849 Type of Inspection Site Address -7 2--0 INSPECT, ICON RECORD PERMIT # J % C� Date Requestor Special Instructions / so fl'l Date Wanted 4/ �.41-9.d a.m. Project Qd'lpl }fit) /e) Phone # Inspection Results /Comments: -Slier � �,r ���, -s- /n<,o,e.4; poi-- (-I-C -4 (3 1-jb ft-LA—tqA1L4,...43 ts-LA„._ck • Inspector Date d- 22kM"„ORY. 4iY2=A MNIAtW4ha globeteaa+ce ar,. xv.. ......*,......, ...... ,. CITY OF TUKWILA Building Division 6200 Southunter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address � QO� (s) Requester "'%�� Special Instructions INSPECTION RECORD PERMIT # 5-9 /1 Date — 3-90 f-I 1 c —98 a. Date Wanted Project Phone # .�,7 - G% 0 9 C „ Inspection Results /Comments: es _4„e�.D C , o -/h Inspector Vititifn CITY OFTUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address 7 Requestor '1 -/'I' ' f Special Instructions / .... wry. ws ....r.w*arigiOMsINIVI NatrWawroeauw.cane+wa r.. 4; YCennt141. MAHEAUatt: ntWb% CauKtdAdtere irAtirriAttl,i Y.Shflsvis..1041, INSPECTION RECORD PERMIT # (25W/ Date Date Wanted —90 a.m. Project Phone # c/0q/ Inspection Results /Comments: rdIL.131.4,41— Inspector Date e-r[ 1-41 9.o Mi{' lN? m71 ,'G1SWC.ZY�YittslRfIF�IP CITY OF TUKWILA Building Division Tukwila,�tWashingtonu198188 (206)433 -1849 c Type of Inspection 7?-6-r) ,`% J�rnw+ urvnwsuwa�w� .w.M..Mnn��rrx.newJMauo�Ywf fisvinlMx4+ WYl9. �Lww�AlT 1YY:, VelivntlYYAtN. M. a1TYt .ts��t.5^�tsK.�3k�'F!YS44*.Y lt�M1Y�aM��.�,J! SHAY !�`1,n)(.N[�M"A�1if!�S54Ut4'. INSPECTION RECORD p PERMIT # 5g`/ Date Site Address Requestor j3L*I'7 Cicivic j Special Instructions ; 3 J -?t Date Wanted , 1/-1 a.m Project Phone # Inspection Results /Comments: -`"NsSP. —mow- , DA,A° (r MT(— � IS oni NA) e -a h.,E►ns Inspector Date `-1 1r f fr)4 hitt ggt4'i ii 'i t + t*Pi IVIU'M.4.%N.XCVALSrt e:xrllwrnww. r.«cr rvh ........�...w- u.......��...»w w..w,..au+.< «aurnwxHMnwr en.rm nv„ wa++ wx.< .eaw,ruNVn�vnnaeun.Yo-c,.ra *s:xy LxnN.+AismYi,aaf, +.yN:N��an lAtr7�.'l+^(nnPt:tt> CITY OF TUKWILA Building Division 6200 Tukwila,tWashingtonul98188 (206) 433 -1849 INSPECTION RECORD PERMIT # ;% // Date lb Type of Inspection 490%1, Date Want Site Address %ate., 5. Project Requestor Pju 4c ) CiIari G Phone # c Special Instructions Inspection Results /Comments: j4-<z--L-t. kits 2 c s i'` ca- of:- env-4_ ' 0 V-1,4-1H9 9 A,l t D LY i E of= IN l z-- t rS P oU.+2$ A sri i-L- $ ,ems G w` Pr S P A-4 -+s-i' 1.51 t^► 1Tr, ov .� ■ rs' c " p (k= P • -- al-- W d1.` ,d P 9 V L C-ft' 16E-111k 4e N ? t4151, R- wmAk c-c-frcr49 Art INA 9 -7 N nu. pc \AIN -►b Pct..- ),u.. G`c_N fn-z, s wvr4 . Ly 1.0 rim 1,1-t'li`k- as (1,4 14 (S Ik-`f e it cS A- coe-42 M-,J CE i S ezit —c. ‘ vW , Inspector G - Date '- h 110 'if1LA ,:ttth. PV::4LVZ M jtVtgg eitft:+:i*,kttP∎Wet(0.,;ctr)ran .%!. V- Vem 9N n. n.:..:..,. xv.,. r.-, a. au..._.,-. o. n.w n.+,... a,. n, a -- .rr.s...»auwanumavev.ai-wr,.r rrs^r uHwtrn:n.,rr.s+. -ica u:w a:a,:rrvn ern -u.•avamno,twoq,,13 N.r'f? ,2wwz 6.7141, CITY OF TUKWILA Building Division Tukwila,,tWashingtonul98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions /Z- 3o . '. /56(e) c/a.n c1- INSPECTION RECORD PERMIT # :GI1/ Date Wanted Proj Phone # , Date /e a.m. p.m - .Eg fdar/ _!rri 7 Inspection Results /Comments: ► i -, 114 S -cud' -S-ccr C I NSPk. a 11- <-CVEEL_ IM E- 1 A ✓% CA 1,14Lt C411/Cie../ €%-- 0 wic El-n et.55— d+J F(.c n -- . A-GA-I ri hie H weAG e n, Go c.R .;Z� / �2 c- -c.€\ :t• ,,Jars 1.'4 0 ► n c s pc. /44:--so N o ce,Lc. v,„ i Ca G S W 7U e 0s , rL a u ep PrvilY1 r--Mw- A-f An Msr -NC (= a— VMS • '14 ∎ E' cb )441 rt-a S Nam—E— C 02.02- ecrao P g- _ To ca•ca - €" PLA -c�1r • �1 r of r -"eV v✓ rr)4 PL�e.�— ►n�►�t R-co � Inspector (:;' Date 44 Cif (t1 :keG°roi�eat?S':i? ",. Zr3aearsrsa�7ewr,:., x�n ....t.. ., a........_._ ............. .......w... - .., . CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # J % /1 Date 4-- /(p 9'Q Type of Inspection Ca Ncrt,a---7.1Z Date Wanted a.m. 12./..--..214' Site Address (/J/. �V�.Q,Qc,, I / Project / ^'I n.i're nJ .711. v,3 Requestor afV�5' ! / Phone # Special Instructions VVll ?r v rL,4 6-7,6g.. Inspection Results /Comments: -r i i59 gi& vnCZ- (Z) �L��oS'. 24.` 1...,- -w17dn N t z44.tn-n1 (FWG 2S . ee bvitbv -vvx,t /2,6-1/1 6-471— 0) ono Mu J s TM 641 ex7 r fro C-6 1.) CA2o—"na- /1-c" �7�'�sz /J t- ► -f.A-rn i Eiz- • ff S 'T7 , .c�j r Titte41 i voe- ,q ►.nom P it.E5 - 4m p w cam 'TM v PVIC,1.43 J (.tS A X40 pct L1 - 1dte' G'ery nib co w,. rr► 7•11 -n.*- ru -t• G q niGi I'NFa 5cv"'rlD NtS , ST c -TU.4 n.. G re.. (nj /� Q rSE— . Inspector G., J c LGk. ►.._ Date ¢- ((fl -4 '^. �'.' t" '��`; "S':C'ki':M.}1tA.&!�Y,'• �J'Hrr;nkuw�s:+.7;s:>,.tM „F.. m:s.N, CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address f-c ) 1.4) INSPECTION RECORD PERMIT Date Date Wanted Project Phone # lo'L4G p.m• Requestor i C/a /1C/✓ �3�''7 �d qq Special Instructions 0 �a S,LA_ Inspection Results /Comments: /40/1.vvt z ON) rvr stet d2, Tp ,gyp ,� 4S ►' 5P- / ,?at -t v PR.r i a— c rJGi2,57-kr 11\3)11.5 Nra-m-9 c /4 SP d /2 / ,,,a W i nra- - Nib—re') ray sp. Z-i' S R 1 rll LI S, rU( ige?3ii,2, LAUD G(= S r'iR.� ►?9z.1 1.1 r t.1 Cif W_K; u l 1"'� 4 Anti rn r 5 Afu G N 7& T. T71 es-NT /1-1.-D7, v "7 -- T14( S Q due._ Pd (An— /_F.5 t l rn W 0-1 / c rrt r 1\1.5. j i P -i ti c rJG vd t -1-a W N rChl 7'C PSI: M4 i - - tctt.. 5-Pectiort IN 5p uc%T_o /L, 15 I2 4-v 1 Q t %' cor /h j T • Pict R,e-5i w 2,6- 714,14.61./ l ? 1n S N7.614 Y1 -ia►i Ar+J C€ u (_-/— �Lt (rc Vic, to S c e v c L T15Zs-z__ j LAte -vti • Inspector Date 4 (/('c� '. !} �i„ 2 ?"+,4i"'eU:"u.Y^71�:.:'"'£i�Ptk it:?.�:.7P.ter!r.Ae:xr uxrrx: r». w.+ sn» r....., w.,.• o-.».•:. r..«. ew. n..,,...,.,., y,....., .... .............e.<.n...n.nu.:n„t» . mv». ar....., r.:.. an.. ,:.��u >a.,.wr+;:.w....ocn:u_^M� en•, �-n INSPECTION RECORD / CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 3(r 1 Site Address S( Requestor PERMIT# Date -9 ` d Date Wante . ? - 1/ - / 6 a.m. Project air 7 %�/� -•-/"� f'% Phone # 7 -9a .M' Special Instructions Inspection Results /Comments: A - v>c--P i - sac: AT Z,ZS It/-19 4)Ottg-r►.SG of Vv (tk— c./445S 00 t-INeS Co CI, AN.D C2. l ► =)J C.R -toS S AsJn Ca (Ni 194-oGt. S o,J FC.6�a- z., Erue is nro spec( I t3 SY c.tO (- -t`€ A hN) Fc iL-vKS c �7j1R t tJ �D p 14-Q GD NG WYt--53 o v -- (rr2 -• OI-A 1 N 114€- '7144nCi-. Tlk t S i N Se Yn Art N cow cot: E- W N r Gil r N -r L. It tJ aroe r a I. AC e-A G-7sT. 3 u:c A TIA t 4 ALS ( nr0 SPt C.4 frt.- 1 NSPz-Ct"� a ( S L�(1.ut rc"� Srnffiu_,) t Y o P o u.rc53 Qr obQ ts-k m \ x , IAS L IJ G o 14) cts N C(1.-. Ft - STa.tA.cX1 gar-- W fiLt.S 1 MTo Inc '">ta: r1 G / eif 'Mi.C2.'e I a Q Inspector �Z D ate �('(q() CITY OF TUKWILA Building Division Tukwila,,tWashingtonul98188 (206) 433 -1849 SPECTIOVRECORI s` rI PERMIT # ,��'% Date - 40 Type of Inspection , Address 7 , /5 CQ Requestor 4th Special Instructions 11-/d. 7 (� a.m Project Phone # 7 —9 0 9a Aril // 11% Date Wanted r) ryt Inspection Results /Comments: cs .(6 /per ,0-2-7 / Z /o--*_.� 7 ''-- 1 ' l� . /5 �- 7;94,e C T-i>r /t,�ylr� h¢-, -3 oeA yip Inspector Date �` CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ...�.wr...unwn...v..w.c+r wwww� .r..naa.e.+ow.rrwn v - r.etves4 vx:.i>wa' Type of Inspection "7('? Q.1/ (iiin/ gr4V) Site Address - Q( (', Requestor � l Gc-i7C r ej Special Instructions INSPECTION RECORD PERMIT # Date Date Wanted Project Phone # c1 q a.m. 7 -?094/ FYI Inspection Results /Comments: Inspector Date !' I w-11 CITY OF TUKWILA Building Division 6200 Southctnt.r Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 1)0 Site Address - O 1 5 RequestorLI, %i� C4.1'1 Special Instructions ? - C' .o. y.. ..�. -. ..., y.. �.. .r. .. .r....,t... �. '•v �.s ++ .¢.g.rsrw:n..x..Y[�+MYr:+.I W ",tYy.4r:aUt'nyCb,;tc+.. ECTI1ON RECOlat PERMIT # J l Z-9 r1 Date Date Wanted, 4/— Project Phone # . % /Z--�' • ?. -7 -909el Inspection Results /Comments: %P_,,/,,c�i 447 (A, 7/l7 )71- 72'21c p J r /r cti $ /7146 e Inspector Date 9-5 --crd titikt`" 31'gX•rb tV `fi ', r3A. WiY?tgt;t',ar virorv! CITY Of TUKWILA Building Division Tukwila�,tWashington' 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions 0 t;:cx:n Atm.::.ssm..�,.Mw� (L. avr/ rnure4YirtN'. rYril aACU- xet« �1^ 4YU :n�ti.r:°.wrvdBt.a•:L..em;r� }:S a.!�.stM:tr!r'Sk�K' ^:a 1.�KU:". +,�.ty'F4f!:' ✓7�t i"1'a^.*�`.r ^,d:T.?t> INSPECTION RECORD °2--90 Date want -d 4/ - 3- c1 e PERMIT # Date 1 Project Phone # 27 -909` Inspection Results /Comments: Inspector Date r3.. =1 sitara JfL4HCAY:. laC3VN5[ FRriRMfA 'axurufv..�w�.•a..vw+.+, r .....a.... CITY OF TUKWILA Building Division 6200 Tukwila,tWashingtonul98188 (206) 433 -1849 Type of Inspection Site Address �O� f.•(, 5, Is Requestor . eH.. wv[ vf: arvtarr .•..+e.+nMnnlawutvLrsuf�err:w fu�LY ti re'Katms•2;KrM1.Z M'/:hsF INSPECTION RECORD PERMIT # Date 3- 22 - %' O Date Wanted 3 3o--90 0.r. p.m am n 7 Special Instructions Project Phone # Inspection Results /Comments: / Inspector Date 3-30-Po `.�d�i3ky%�ffitw��'.tl��j �M�' �'' H' �hF,' �vp4yYrXtSf;. S�liYr SVt' iXmar+ rA�cYrnnaAwe6s. wSnsMm .xLt.- mxy+ri...nw�U.amr�MCw n: wrt '�r14.i�R+DiausuKVUrlydxbnYn. r�afa. ID> atnn�rn�t�'. at».: �u- Ya }:h'T.amma.CY.sSt�YAL'+rsris wNS�atxAUV :svllbt+a.'iaxtsazu�w:. ,.. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849, Type of Inspection Site Address Requestor kcp WINO INSPECTION RECORD PERMIT # C'9 / Date 3 z_6_qo. Date Wanted -5— (f!) Project c a IVY) Phone # ] o Special Instructions Inspection Results /Comments: c d--2 Inspector c�, P-2 Date .i. }, ti�j 1%°. R1D�# 11f S7tiY' 171C75r21N? S9�uutfoywrewmcvraax. xcwn +rwevv..w,+xwnwruywxu«+h.nw.0 u.maannxweaiyrturwenirn Miter. a wt arnaonerr.fttr awuxY 2cm %0etmArelva ift( 17fclitfaV,Cii vlat VOili' .f;�7tC: INSPECTION RECORD PERMIT # (wJc? / t Date 3 ° ;zi.e `milO CITY Of TUKWILA Building Division 6200 Southcentsr Boulevard Tukwila, Washlneton 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions Date Wanted 3 - 2 -�d a.m. Project AA AI 117 Phone # o� r-9 O ? q Inspection Results /Comments: rim Inspector /4461 Date 3- -2-- -- Q CITY OF TUKWILA Building Division 6200 Tukwila,tWa Boulevard shinaton98188 (206) 433 -1849 Type of Inspection Site Address ? O Requestor � 7 1 tr zC t i 1 u r 2 l✓ /�.6v `S Special Instructions r c Our 1 M. OTW. 081 1, ISM itzMu:t54,J,1Vx'nAUMer.roVe. ItnenricARCVri 1.t ie 5Y. n.... M: t'.YFR740.10Ra:,CY.r.!Niot+.W' ,04Mi131FIir U,„,sWMI. INSPECTION RECORD PERMIT # {' Date 3 -- 2-14 "J d Date Wanted 3 - -9 e a.m. p. Project 4m/9/0,7 flfl Phone # - 9'O `4/ ,2-7( ) 29 Inspection Results /Comments: c$ , Gc/41 "/—P _ — r, Inspector - cc.z..e, Date 3 va i 4ff`a` rri i+ ` 0W.15 ,a�i tASH'.5 'tiltSrh4r.V. tact konav riat• wn+rFwwotorAmasram.xim.••,..ash ,..m.darur.oms •wassos.boa x+f otheorr.i srK.rxNa rwuwrnb:upvareoz<aumry overnvieete he0rsrnANUo-mtak`setvfiMenOls,04. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions Lt INSPECTION RECORD PERMIT # Cf 1 Date S (o --9 C) Date Wanted - 27 - 9O a.m. Project •4.4 )1-r) n Phone # `Z 90 9 q Inspection Results /Comments: ,/°4--1-13(14ea Inspector Oef-14.12A-1 Date i����15Y1C�k' E" F: �SYu' �f" bLY? iA�rttwernnaxxcm :w,w:w.tw.,ro+.o•..w...�m., wawa, e:. Mwm. w. w. a ur- �.. y. w. wwvr.,. w+. ecv...., dcros�wv+ nua�. �.:•, �•• wu....».. as., w+.. v.... �.. ra.. v.«. be.• �. .:row.w,vn�:n.� :,wvw!ravresr��^e ,Nw CITY OF TUKWILA Building Division 6200 Southcenter Boulevard. Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection �1 Site Address '-73-- C Requestor Special Instructions INSPECTION RECORD PERMIT # cic:?/ Date S—/S-- 9 O Date Wanted '3 �/on l Co °-9'd a.m. Project / -n�� Phone # - (9O4'Lf' Inspection Results /Comments: Inspector Date 3-ll -9o. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection' (ff 11( r Site Address %© O Requestor INSPECT ON RECORD •1 PERMIT # '39 // Date S-S--90 Date Wanted 3-1, -90 a.m. Project tP1 --Z'Yi r) Phone #.2.7- -9( 'j/ p.m. Special Instructions Inspection Results /Comments: Inspector Date 3 - -''''c7 stOSZOlYVL{.Iitakti '+`:ri'.towrzwzrP1Cree,:t +•f}YMerr atbtat CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection fir\i9 Site Address Requestor Special Instructions a'6O/' die t'7vdvetstan cnawax4AamrlS4rcwsmotarca tomernuiNUrurarswIn vista ,wxram,P o .n:+sh.:Ma! aznknentA>+71T4. -4V. a:s✓,J Ya tIltrtr ad.)itlkf*.,P3iiga.P'. cie) INSPECTION RECORD PERMIT # c/ / / Date Date Wanted (Q - cJ U a.m. Project Phone # Inspection Results /Comments: III f . A "AAd 4 A Inspector Date Iggilkaktaltaitio CITY Of TUKWILA Building Division 6200 Southcantsr Boulevard Tukwila, Washington 98188 (206) 433 -1849 Yta.S'xsd:.Yl' 1441ki?Ptel'. :k,#..6.1 *.II 1rCLateevm Wnil4EX% 1Wp: plawil lot utr+ 9t@• XUiixi tt! ri)zr ee' Y4..W4toiti,24Iif9itk?Y: °.l:. INSPECTION RECORD PERMIT # f"6/ l l Date F -s -90 Type of Inspection -Poo h n Date Wanted —S" —90 a.m. Site Address 7 • • / 5 (Q''` ` Project / � fi Requestor Phone #_ Special Instructions c� "pith 3"c Inspection Results /Comments: Inspector -e- ir__ Date 3_3--- �a atamtvgetWOmoskwaruiw CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 (Y. Poosiino1 15 III INSPECTION RECORD PERMIT # v-`'' 1/ Date `1 --/ Type of Inspection Date Wanted _g ( :0 a.m. Site Address SDI' 5 - Project //ctIfl)!7-T?l/ Requestor /1 Phone # J,o�l �'?(J�` Special Instructions p p Inspection Results /Comments: crA • Air ANA/ 5e■ d 7f Inspector Date 3 AtertZtttitattrOatilataillaikeum 9G KUa + wr.. r�enww.. ras. om.. n.»,.. u. s.. A...:..,.. «n..,.w,w�n.,r...:.r.�w..,. +nwu w. a.. atw+ r�r. rwnrnawrx. aw.. avan�e .awa ✓�ssuarw :a�!wHx+r+�asntu xn:+ aas^ umriv: �crJri�� .L1G:M.�YdO:;ri!C *Jitl7+lTklt. • CITY OF TUKWILA Building Division 6200 Tukwila,tWashingtonu198188 (206) 433 -1849 /// Type of Inspection � C&p Site Address 7 a) / /5Z - Requestor -7W-14? J vSZ,%/ Special Instructions /% ,0q--->z INSPECTION RECORD PERMIT # .5 F`% Date „/o cf/ge Date Wanted r,Z /_2.3 fe Projects G07-i h f? Phone # Inspectio% mn Results /Coents: / Inspector 2/1)-(//k? ,4440,ey Date 2 . O7 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 R Type of Inspection i4' Site Address 722 /,5% INSPECTION RECORD p l/ PERMIT # J 7 Date Date Wanted ,..�/.Z2/,Q� Project 44/n� -! Requestor Phone # Special Instructions // eV 4-7A0',1. Inspection Results /Comments: 1 ; Inspector ) riv/4 - Z- ey7 Date .Z//2 : * +j ;use.. CITY OF TUKWILA Building Division, 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 eAaWA MLII vayttItmdtrmwethaealki.. .t wRMK04,KtI,...tr tkttia rlSlU !Sfiii.dgIMAM∎tittaaAw:lx,Ity, tofu 45xiuse,MAImi ,O c Type of Inspection , i e Site Address 70200 S, /5‘ ' Requestor Special Instructions /• try/ 1i INSPECTION RECORD PERMIT #�1/ Date oZ //:;20/7 Date Wanted �f� /,g2 Project /4 /e iDn n Phone # Inspection Results/Comments: ;/012„,, .f - S� �-s• 0,- 0, /S 7Sl�I 6-71 6 44e. jot:, Se pV-0Z i 4-i. S e Inspector („? Date 2/2( ink $` SSk i(9.did'dti3.ts Y7tek.1%,6*4•14^4!m c u: wdewewlao +.+..... ........y...x,... -w,.'. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 c Type of Inspection Pt ap J Site Address —1a00 3 6\0 4..4.446.••••••••••.•••• ••••wsw•wv:.••••••∎••.∎Wu••••os *ver.v.»pa••••∎• •••••••0•A{IWORCATA4 4* INSPECTION RECORD f 1 PERMIT # l Date @— j (p " CIC) Date Wanted - O-cio Requestor Th n- DL) S ICj0%.bQJ{ Special Instructions 860 4'/1?f ,ay?.4 Project -\ 04Ninp Y"1 n Phone # Qa71 - q Li Inspection Results/Comments: / Is✓ ('a ~75 C �.c� rye iw`t9C 1 -., C;CV . - 11- 5/zeCGC d� / c�Gf 2_,,, rae— S/L L' cl 4-Lec yN. f- o4 - cyJ_ -' /e - G% Sibs?. . cad !//5 / eec ✓ c�41 Do_c ?4,4 rite J oh .Sp -P—/i.i c a°,,,,z- G7& Full , /w,P .s ec)t1 (- /c,7 /'s ke..re/2- ! auto r1oz- L!& .- spteeild /h s ecck- was /mot- /e81,.e e- J a L. Se Z`,e_ (J14419 67)/c-<e re tehg'ehno,,,-?: �` �o ‘.4 e -. 2heiii C16 A4 A- ,� ,, Inspector ge-14-4 Date v2 r4 e, CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address 7 .2...c. v Requestor Special Instructions t ( / /6 2:4 KJfw Li.•.iwu FAwlont,..,,ttekt • r. turftrtr:. n, r: ts+ rn a. m ..:r.vnt,J.r., •..rn.::rsmr....r: INSPECTION RECORD PERMIT # Date -3 - Q - y'a Date Wanted ZvL ear e...o a.m. p.m J/2,_;#Qrt-ey /V re, Project Phone # 227- ioyq/ Inspection Results /Comments: S i st'L . • 4./e 5 � Cci-e6e eGCL Inspector rierfrfrit Date .2-/?/?,0 £ 1JitTHWEST HOSPITALI7 12OUP October 11, 1990 City of Tukwila Department of Community Development Building Division 6300 Southcenter Blvd. Tukwila, Washington 98188 RE: HAMPTON INN PROJECT At the final building inspection it was determined that the eight (8) handicap roans do not meet the Washington State Barrier Free Code for allowable width at the entrance doors. Also it was de- termined that an additional grab bar is required at the tub area. In order to rectify this situation, we will install 36" doors in each of the handicap rooms and install grab bars at the tub area to net the Washington State Barrier Free Code. We expect to complete this work within 30 days or less. Thank you for your assistance in this matter. Sincerel 380 East Parkcenter Blvd. Suite 310 .. • Boise, Idaho 83706 • . (208) 343,3439 • Fax (208):344 4748 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES 19435 W. Valley Hwy., Bldg. S. Suit. 108 Kant, Washington 98032 ELEVATOR SECTION - (206) 277.7281 LOCATION: � Sh,7 2,610 5. /570 riA4tAitifiert 014-4 TO WHOM IT MAY CONCERN: Your conveyance(s) 8 ' 416VS - ' 74/rif-19 has bean inspected and all acceptance tests performed. /No apparent deficiencies were found. At this time an OPERATING PERMIT which MUST BE POSTED IN A C01JPICUm PLACE, NEAR THE CONVEYANCE is required by RCW 70.57.090. A temporary 30 -day permit expiring on 1/ -?-90 is hereby granted to allow you time to apply for and receive an aal oper ng permit. The.fee for your first permit will be $ 7e).5-00- prorated to . come due in the month of when other slsvato your area are biing inspected. Failure to comely is ; CIVIL MALTY in VAC 296 -81 -991,, which states: "OPERATION OF A CONVEYANC( WITHOUT A PE1M17 - 8150.00" RECEIVED FROM THE DEPARTMENT OF LABOR i INDUSTRIES FOR %GR�iARDING TO OWN F BUILDING: Name Date c_4‘ 421 e...S 9- 9a c:f74.44 Company Represented Inspector's Initials JOSEPH R Plan Check 089 -299z Hampton Inn 7200 S 156 St THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER. TUKWILA BUILDING PERMIT NUMBER__ Lt____. 1, No changes will be made to the plans unless approved. by the Architect and the Tukwila Building Division. Revisions to approved plans: Two copies of any field revisions shall be submitted and approved prior to commencing this work. Inspection and approval cannot be accomplished unless approved plans of revisions are on site. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872 - 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5.. All permits, inspection records, and approved plans. shall posted'at.the job site prior to the start of any construction.' 6. When special inspection is required either•the owner, architect or. :engineer shall notify.the.TukwilaBuilding Di vision.of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. ' 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O, certified welder and special inspected (Sec. 306, UBC), 9. All high- strength bolting to be special inspected (Sec. 306, UBC), 10. Any new ceiling grid and light fixture. installation is required tb meet lateral bracing requirements. for Seismic Zone 3, 11. Partition walls attached to ceiling grid must be laterally braced, if over eight (8) feet in length.. Hampton Inn Page 2 12. Readily accessible access to roof mounted equipment is required. 13. Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread, Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including (but not limited to) drainage, excavation, compaction, and fill requirements shall conform strictly with conclusions and recommendations stated in the soils report by Geo Engineers. Upon completion of this work, the Soils Engineer shall submit a letter to the City of Tukwila Building Division, stating that the work has been observed and that it has been accomplished in accordance with the soils report. 16. A statement from the roofing contractor verifying fire retardancy of. roof will be required prior, to final inspection. Statement shall include confirmation that the installed roofing meets the requirements of a.Class "B" roofing assembly. 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 18. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued . by an approved agency having a service for inspection at the factory. 19. Notify the City of Tukwila Building Division prior to p,lacing.any. concrete. This procedure is in addition to any requirements for special inspection. 20. All approved shop drawings as called for in General Structural Notes, shall be on site and available to inspectors for inspection purposes. Hampton Inn .Pag -e 3 21. All pile driving shall be done in compliance with the requirements of the City of Tukwila Noise Ordinance. 22 Signage at Barrier: Free Parking stall's shall comform requirements of W.A.C: 51 -10, Section. 7503.(c). 23. Validity of Permit... The issuance . of._a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of any violation of any of the provisions of this code or of. any other ordinance of the, jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid.: BUILD'NG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. bq L DATE ISSUED: SITE ADDRESS: 7200 S 156 St SUITE NO.: PROJECT: Hampton Inn a -Q- Gfb CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 433 -1849 X 2 Foundation 433 -1849 X 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433-1849 X 7 Framing 433 -1849 X 8 Insulation 433 -1849 X 9 Suspended Ceiling 433 -1849 X 10 Wall Board Fastening 433 -1849 11 12 13 X 14 FIRE FINAL Insp: 575 -4404 X 15 PLANNING FINAL 433 -1849 X 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are In place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 0412116 PLAN CHECK NUMBER 89- 2°19 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Inap: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL SEE SECOND OHEEr PROJECT: .�Y�.f.`QS._!Yi �. THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA B JSLOINS PERMIT NUMBER 0 All persits, inspection records, and approved plans shall be osted at the job site prior to the start of any construction. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division, Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping 1296 - 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872-6363). All mechanical work shall be under separate permit through the City of Tukwila. When special inspection 1s required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and wait number of the project being inspected. )12T) All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W,A,B.O, certified welder and special inspected (Sec. 306, UGC). ll?'f 1 high - strength bolting to be spacial inspected (Sec. 306, UBC). 1/�� Any new ceiling grid and light fixture installation is required to meat lateral bracing requirements for Seismic Ione 3. Partition walls attached to ceiling grid must be laterally braced ((((((//////����� if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification •G •.. showing the fire performance rating thereof. Sub rade spare a 111 •uir me ve i th its on i luding ainag 1 c• for st ict to nal inspect A statement from the roofing contractor verifying fire retardancy of roar wfll be required prior to final inspection Imry-e t.Ji.4 -_sue All construction to be done in conformance with approved plans and /////J������ requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1989 Edition), and Washington Sias Regulit*ons for Barrier Free Facility (1919 Edition). 31 All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4717, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the Job site. 0 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. %Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.D.C. Standard No. 43 -1, shall be special inspected. 22 All wood to remain in placed concrete shall be treated wood. OAll structural masonry shall be special inspected per U.I.C. Section 306 (a) 7. Validity of Psrsit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No perait presuming to give authority or violate or cancel the provisions of this code shall be valid. ITEM COMMENTS IIh. i ... A..4 —1.: A At. Ar , f.. ., . i .....4P Pik 1 it _, / r .. _AIL/ I /....L .•.a . i /. a 'a • M Sr ,l .. ... 1 4 i LI IL Qii1jo • 1 .. I _I_ ..' / 14L I . . • _.1 . . ' . 1_44. Alam.z. - _ - • -,1 .,• I ��I 1� l�J i .� , • . . _ . _ A . . - .. _ �.. I J It A .. • • 64fflic � 1 !! • / ' ..k'4 . ail M A I % O. 1 .d ..• `ILL_ .. —AAA • 4 . .'_._ • 1I .••LL .4 ' ...•L bL .s. • Y .__ . .. , C. 51- IQ r, I I I 4 6,,(10 ,i4, �d� 7603 5) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor October 23, 1989 Fire Department Review. Control Number 89 -299 Re: Hampton Inn - 7200 South 156th Street, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1-6.6) (UFC 10.301) The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "A11 Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1.) (UFC 10.301b) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302) (UFC 12.101) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3303) (UFC 12.101) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) There shall be no enclosed usable space under City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UFC 12.109e) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) Any room having an occupant load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the . capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. (UFC 25.114a) Panic hardware is required on all assembly area exit doors (UFC 25.106) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) 3. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) eeDininny HpZ.4# ) - TNduvy4o,.' Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) Fire hydrants are required as detailed in City Ordinance #729. ( ILA 4sy City of Tukwila O y FIRE DEPARTMENT 444 Andover Park East W , Q Tukwila, Washington 98188 -7661 (206) 575-4404 1906 Gary L. VanDusen. Mayor Page number 3 Local UL Central Station Supervision is required per (UFC 10.309) This office is to be contacted to witness flushing of underground piping 200 psi pressure tests on all sprinkler system piping. (NFPA 13, 1 -10.2) (UFC 10.307) Protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #729) Please provide electronic "Tamper" supervision on all PTV and OSY sprinkler valves; or secure these valves with inexpensive chain and padlocks. (UFC 10.301) Maintain minimum 40 degree F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (UFC 10.301) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) (UFC 10.307) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4 -1 .1 .1) (UFC 10.302) All control, drain, test and alarm valves shall be provided with identification signs of the standard design adopted by the automatic sprinkler industry. Install the following (NFPA 13, 3-14.3) (UFC 10.301) Extend sprinkler coverage to include all canopies, entryways, foyers, etc. which are completely or City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 4 partially constructed of combustible materials. (UFC 10.301) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1-10.2) (UFC 10.307) All new underground piping shall be tested hydrostatically. Test pressure shall be not less than 200 psi for 2 hours. Maximum leakage allowed (with joints in plain view) shall not exceed 2 quarts per hour. The Fire Department shall witness all tests. (NFPA 24, 8-9.3.2 & NFPA 24, 8-9.3.3) (UFC 10.301) All underground piping shall be visually inspected by the Tukwila Fire Department prior to any backfilling. Pipe joints shall not . be covered until after completion of a successful hydrostatic test. (NFPA 24, 8-9.3.4) (UFC 10.301) There shall be maintained on the premises a supply of spare sprinklers (Never less than 6) so that any sprinklers that have operated or been damaged in any way may promptly be replaced. (NFPA 13, 3- 16.7.1) (UFC 10.301) All fire alarm systems, fire hydrant systems, standpipe systems, sprinkler systems and other fire - protection systems shall meet the approval of the Fire Department as to installation and location. Plans and specifications shall be submitted to the Fire Department for review and approval prior to their construction. (UFC 1O.3O1e) 4. An approved, supervised fire alarm system is required per City Ordinance #1528. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72A, 1-2.2 & NFPA 72E) (UFC 10.301) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 5 Gary L. VanDusen, Mayor Wire shall be in conduit or be UL listed Fire Protective Signaling Circuit Cable. (NFPA 72A, 2 -2.1) (UFC 10.301) Local UL Central Station supervision is required. (City Ordinance #1327) Remote indicator lights are required on all above ceiling smoke detectors. (UFC 10.301) Alarm circuits shall be arranged so that the occurrence of a single break or single ground fault will be indicated by a distinctive trouble signal. (NFPA 72A, 2-4.1) (UFC 10.301) A rechargeable battery back -up is required on any fire alarm installation. There shall be enough battery capacity to run the alarm system in standby for twenty -four (24) hours and, after that time, sound all alert devices for at least five (5) minutes. (NFPA 72A, 2-3.4.2) (UFC 10.301) All restrooms, kitchens, laundry rooms, boiler rooms or any room where there is apt to be moisture, shall have fixed temperature heat detectors installed. These detectors should have replaceable links for testing purposes. (UFC 10.301) Remote alarm and trouble annunciation indication is required if the control panel is not visible from the main entrance. (NFPA 72A, 2- 4.4.1) (UFC 10.301) When the control panel is located inside a room, the outside of the panel shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (UFC 10.301) Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 6 box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.209) A satisfactory contract covering the maintenance, operation and efficiency of the system shall be provided by the property owner. The contract shall provide for periodic inspection and tests, for proper maintenance service, and for service following operation of the system and shall be acceptable to the authority having jurisdiction. (NFPA 72A, 1- 2.4.1) (UFC 10.301) Audible signal devices shall be installed to indicate a fire alarm condition. They shall be so located that their operation will be heard clearly, regardless of the maximum noise level. (NFPA 72A, 2-5.4) (UFC 10.301) All devices, combination of devices, appliances and equipment installed shall be listed for the protective signaling purpose for which they are used. (NFPA 72A, 1-2.2) (UFC 10.301) 5. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (UGC 10.104) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 10 -22) (UFC 10.104) Pendents or drop cords shall be so connected to devices and to fittings that tension or pull will not be transmitted to the cord. (NEC 400 -10) (UFC 10.104) 0 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 7 Gary L. VanDusen, Mayor All electrical motors shall be maintained in a manner free from accumulations of oil, dirt, waste and other debris which will interfere with required motor ventilation or create a fire hazard. (UFC 85.105) 6. In every building four (4) or more stories in height, one stairway shall extend to the roof surface. (UBC 3306o) (UFC 12.106a) Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UFC 3305g) (UFC 12.106a) Where attic spaces are fully sprinklered; attic spaces . formed of combustible construction shall be divided into horizontal areas not exceeding 9000 square feet by partitions extending from the ceiling to the roof. (UBC 2516, 4- B,iii) All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 10.208) Fire lane designation required per City Ordinance #1398 and Uniform Fire Code Section 10.207 as amended. Z City oY Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number • Gary L. VanDusen. Mayor All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) Every exterior portion of a building must be within 300' of a fire hydrant, measured around the perimiter of the building. (City Ordinance #729) The sprinkler system and fire alarm systems shall be installed per City Ordinance #1528, with no omissions. 7. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 10.302) Any overlooked hazardous condition and/or violation of, the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 January 25, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 981.88 Regarding: 89 -T -16 (Hampton inn) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the 1988 Edition of the Uniform Building Code, Washington State Regulations for Barrier Free Facilities and the Washington State Energy Code. We have no additional comments. Enclosed are drawings, structural calculations, energy calculations, soils report and project manual for your use. Bridget Smith BS:'4 /JCD:4 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 January 23, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 89 -T -16 (Hampton Inn) (206) 624-8150 (JAN 241990 Dear Mr. Griffin, We have received information on the . proposed project and have reviewed it for compliance with the 1988 Edition of the Uniform Building Code, Washington State Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow. Structural Slabs 1. Detail 5/S1.3, top bars for cantilever condition are not developed adequately. They have a potential of cracking out of concrete. Provide embedment for #4 top bars as required per Section 2612(f). Show calculation for bang development length prior to hooking. L hb = 1200 db /(f'c) //2. Ordinance 1. We have no additional comments. Washington State Regulations for Barrier Free Facilities. 1. We have no additional comments. Washington State Eneray Code 1. We have no additional comments. Sincerely, Bridget Smith BS:3 /JCD:3 cc: Neal B. Kolbo, AIA 11917 Main Street Boise, Idaho 83702 } _1111 Mahan &DeSalvo CONSULTING ENGINEERS January 4, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 89 -T -16 (Hampton Inn) 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624.8150 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the 1988 Edition of the Uniform Building Code, Washington State Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow. References to previous comments refer to our letter dated November 8, 1989. Structural Foundation 1. Note on drawings that not more than a total of 6" of fill shall be added after piles are installed, refer to our previous comment #1. 2. Clarify if ties shown between triple pile caps at corridors are typical or only required where shown. If they are typical, show at all locations required. 3. The reinforcement arrangement in Section 3/51.0 does not permit the minimum clear spacing between adjacent longitudinal reinforcement of 1" required by Section 2607(g)1. The 1 -1/2" side cover required for column tie reinforcement must be specified and allowed for in the section. See previous comment #9. 4. Clarify why the stem wall strut shown in Section 16/S1.3 is reinforced differently from the typical Section 3/S1.0. See previous comment #9. 5. The transverse reinforcement provided for the pilecap struts and the grade beams, as shown in Sections 12/S1.3, 3 /S1.0 and 1 /S1.0, does not appear to comply with the maximum spacing limits of Section 2625(d)3 in the region near the face of the pilecap supports. Refer to original calculation page 24 and 25 and new calculation page 7. See previous comment #9. 6. Section 4/S1.0 should be clarified to indicate if it is to typically occur along each side of the corridor in each direction. Why is it labeled "...at wall" when it is cut as typical adjacent to Grid E where a wall does not occur? See previous comment #10. January 4, 1990 City of Tukwila Re: 89 -T -16 Page Two 7. The grade beam design on page 25 of the original calculations, for Section 12/S1.3, does not account for the loading on the beam due to the seismic overturning reactions for either shear or flexure design. Provide a shear diagram with the design. See previous comment #12. Lateral 1. The concern relative to original comment #1 is not with the actual computed amount of story drift, but with the differential between the ends, described as Type A irregularity in Table 23 -N, which is an indication of the force concentration that will occur at the re- entrant corner of the diaphragm. Please address this concern and provide any necessary reinforcement at this interior corner of the diaphragm. See previous comment #1. Walls 1. Revise the original calculations for the wall design on pages 14 through 16 in accordance with Section 2610 including a reduction factor for the axial load capacity similar to the 0.8 factor applied to the beginning of Section formula 2610 -2. Clarify the calculations to show that the design clearly conforms to the basic principle of Section 2610(c) and (d) under combined axial and flexural loading. Provide copies from referenced text. Also refer to the new calculation page 13. See previous comment #14. 2. Provide a revised calculation for boundary members above the 2nd floor for the 5 shear walls labeled W33. All portions of original comment #7 are still applicable to all walls in both directions. W15 and W29 appear to be resisting more lateral load than W32 which is checked in the new calculation page 16. Demonstrate the capacity of the boundary members to resist the required loads per Section 2625(f)3. See previous comment #23. 3. Clarify the boundary member note on the typical wall detail to indicate exactly where boundary members are to occur at the 2nd story level. See previous comment #7. Girder Walls 1. The new design calculation on page 22 seems to show that for both GW1 and GW2 the shear capacity is not sufficient to fully develop the flexural capacity which therefore requires the use of a shear strength reduction factor = 0.6 per Section 2625(c)3. See previous comment #2. 2. The wall reinforcement schedule should refer to Section 1/S1.4 for wall C reinforcement. The jamb steel shown in Section 1/S1.4 does not appear to match the steel required by the original design on page 23. See previous comment #7. Mahan &DeSalvo January 4, 1990 City of Tukwila Re: 89 -T -16 Page Three 3. The girder wall designs still do not account for shear due to the seismic overturning reactions. Section 2303(f) requires that seismic loads be combined with floor live loads. The combined response to comments 7, 8 and 9 is not clear and does not resolve this issue. Support any conclusions with calculations and provide a separate shear diagram for each load combination required to be investigated in the design of both GW1 and GW2. This also applies to the ground floor shear walls that are designed to span between pile caps as grade beams, per Section 2614(h). Please note that Section formula 2611 -28 is used in error on the new calculation page 15 as the square root of f'c should be included. See previous comment #5, 7, 8 and 9. 4. Show compliance with Section 2611(1)7 and 9 requirements for shear reinforcement parallel to the flexural reinforcement. See previous comment #8. 5. The original comment #9 has not been addressed. Clearly show the length that girder walls GW1 and GW2 cantilever at Grids B.3 and B.7 either on the framing plan or in wall elevations. The GW2 cantilever condition at those locations appears to be potentially unstable under combined vertical and seismic loading. Provide a more exact analysis including potential uplift at the exterior column. 6. Clarify the design for horizontal shear transfer (from shear due to vertical loads) across the Detail 1/S1.1 girder wall bottom construction joint. Include shear due to seismic overturning reactions and indicate what reinforcement achieves that transfer. The new calculation on Sheet 23 is not clear. See previous comment #11. 7. The shear friction design at the bottom of the new calculation page 23 uses fy = 60 ksi rather than 40 ksi for the #3 bars. The last statement conflicts with the #3 rebar spacing called out in 1/S1.1. See previous comment #11. 8. Provide a design for the continuous 1/2" bearing plate called out in Detail 2/S1.1. Slabs 1. Detail 5/S1.3 top bars for cantilever condition are not developed adequately. They have a potential of pulling out of concrete. Revise as required. Embedment #4 top bars require a minimum embedment prior to hooking bar. Provide required embedment per Section 2612(f). Steel Columns 1. The new calculation page 20 for axial load on the steel column due to seismic overturning assumes a distance between the steel columns supporting the wall of 25 feet, but it y appears that GW2 is supported by columns that are only 13 feet apart. Refer to original calculation page 21. Revise Mahan &DeSalvo January 4, 1990 City of Tukwila Re: 89 -T -16 Page Four the design by analyzing the critical case for each steel column size and support condition for both GW1 and GW2. See our previous comment #1. 2. Section 3/S1.1 is not clear. The plan view detail should be labeled as such or indicated by a section cut as it is viewed. It is also unclear whether the 2 horizontal bars shown in the plan detail are additional bars welded to the plate. See previous comment #1.3. 3. Provide design of the steel column top bearing plates which GW1 and GW2 rest on, as shown in Detail 3 /S1.1, for the worst case for both wall girder types. Demonstrate the adequacy of the 3 DBA's for distributing the reaction into the girders. See previous comment #3 and 4. Ordinance 1. We have no additional comments. Washington State Regulations for Barrier Free Facilities 1. Provide curb cuts from parking stall to sidewalk. Maintain the required sidewalk width. 2. Call out lengh of grab bar behind toilets. Also, call out toilet seat height minimum and maximum height if it is to vary. Washington State Energy Code 1. Per Table 4 -4, the installed R -value required at slab on grade is 8. Revise drawings as required. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Bridget Smith GS:2 /BS:2 cc: Neal B. Kolbo, AIA 1197 Main Street Boise, Idaho 83702 Mahan&DeSalvo 1�II� Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 November 8, 1989 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 89 -T -16 (Hampton Inn) Dear Mr. Griffin, Nov 1 3 1989 I (206) 624 -8150 We have received information on the proposed project and have reviewed it for compliance with the 1988 Edition of the Uniform Building Code, Washington State Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow. Structural General 1. The 1988 Edition of the Uniform Building Code (UBC) must be specified as the design code in the general notes. Also, note that welders must be certified by the Washington Association of Building Officials (WABO). 2. Note, on the drawings, that a letter is to be provided to the City stating that the engineer of record has reviewed and approved entry joist shop drawings. 3. The general notes must call out special inspection for concrete testing, concrete and rebar placement, high- strength bolting and possibly field welding or expansion bolts. It should also be indicated that the geotechnical engineer will determine the pile depth on site and provide special inspection of the pile driving operation, excavation, structural fill and backfill. UBC 306 outlines these requirements. 4. The reference in the general notes to the soils report does not match the name of the firm, month or year of the report provided for review. Please correct. 5. Specify a maximum dimension in both directions for the wall and slab opening Details 7 and 8 on S1.1. 6. Provide notes on drawings for the suspended ceiling to be installed for seismic zone 3. Describe installation or call out testing lab report number or UBC Standard. November 8, 1989 City of Tukwila Re: 89 -T -16 Page Two Foundation 1. Please provide a letter from the geotechnical engineer to clarify exactly which stated capacities do not include safety factors and a recommended safety factor, and whether the possible downdrag loads may be neglected if no soil is added to the site after the piles are driven as stated on page 35 of the calculations. The design values from the soils report must be stated in the general notes along with assumed conditions such as the basis for neglecting pile downdrag. 2. Provide a design of all pile cap struts per UBC 2908(b). 3. Clarify why ties between triple pile caps at corridors are shown in some locations but not others. If required at all locations, show on drawings. 4. Provide a design of the timber piles for vertical load combined with the flexural stress due to cantilevering from the point of assumed fixity (per Section 2908(e)) to the pilecaps where the lateral loads are applied, as required by Section 2910(e) and 2625(e). Also, the grade, species, banding requirements and other structural characteristics of the piles must be called out on the structural drawings. Refer to the top of page 9 of the soils report and page 39 of the calculations. 5. Clarify the pile capacity reduction used at the top of page 35 of the calculations and indicate what capacity is used in choosing the number of piles required. 6. Provide revised calculations for the pilecap reactions due to combined vertical and overturning loads for all shear walls, grade beams or columns. For pilecaps supporting the steel columns, refer to Section 2312(e)7 and 2910(c). The design of the required depth and reinforcement of all pilecaps should be based on those combined reactions and should be for the more critical case of supporting a steel column or the end of a wall relative to the location of critical sections for moment and shear per Section 2615(e) and (f) respectively. 7. Check all pilecaps for flexure. 8. Provide a design for the pilecap supported on 4 piles. 9. All grade beams and pilecap struts must comply with Section 2625. Check 2625(e)4(A(ii) and 2625(e)4B specifically. 10. The reinforcement shown in Section 4/51.0 does not match the quantity designed on page 27 of the calculations. 11. Provide a strut between pilecaps at all locations where the walls have openings, such as those located 1 bay, 5 bays and 7 bays north of Grid 4, along the long wing of the building. Mahan &DeSalvo November 8, 1989 City of Tukwila Re: 89 -T -16 Page Three 12. Grade beams supporting walls, with openings at the ground floor level, should be designed to support the gravity loads from the walls, floors and roof combined with a variable load due to resisting overturning. Or, the design for those girder walls, between the ground and second floors, should be revised to account for openings. Explain where these calculations can be found. 13. Verify the capacity of the foundation system to resist the total seismic base shear. The calculation on page 47 through 49 is not clear. Lateral 1. Provide a calculation of story drift at each end of the structure in each direction to determine whether a Section Table 23 -N, irregularity type A, exists in both directions which requires consideration of orthogonal effects per Section 2312(h)1. Also, refer to Section 2312(e)8. 2. Explain exactly how the thickness input for multiple walls in a line is determined to account for the length of wall in the horizontal distribution of shear. 3. Provide a comparison between the calculated horizontal torsion versus the minimum specified by Section 2312(e)5, possibly including formula 2312 -9 for each level in both directions. 4. Provide a design for the diaphragms to show compliance with all applicable requirements of Section 2625, including possible boundary members with special transverse reinforcement. Verify that the diaphragm area, laterally supporting the girder walls parallel to the wall, is adequate per formula 2312 -11. Include the concentrated lateral reactions from these walls as required by the 2nd paragraph following that formula'. Clarify how these concentrated lateral loads are accounted for in the 2nd floor horizontal distribution of shear and what rigidity is assumed for the girder walls versus other shear walls in the 3rd floor distribution. 5. Verify the required capacity of the 2nd floor diaphragm slab construction joints 6/S1.1, where shear is transferred from the girder walls through the slab to ground floor shear walls. Specify any required surface preparation for shear friction. 6. Provide a calculation in accordance with Section 2312(h)2I(vi) due to the configuration of the building. Walls 1. The wall schedule states that the 8 inch thick wall type D occurs on Grid A which conflicts with the S1.1 floor only. _1�'' Mahan &DeSaivo November 8, 1989 City of Tukwila Re: 89 -T -16 Page Four 2. Specify what wall types are to occur at floors 3 and 4 at the locations designated as girder walls at the 2nd floor only. 3. Clarify, on the drawings, whether the wall type callouts on S1.1 apply to the walls on both sides of the corridor unless noted otherwise. Specify the wall types south of the corridor at 1 and 2 bays left of Grid D. 4. Provide revised calculations for the wall design on pages 14 through 16, to verify that the vertical resultant of all factored loads is located within the middle third of the wall, as required to use formula 2614 -1. If not, the design must be in accordance with Section 2610, including possible moment magnification due to slenderness effects. 5. All walls designed as grade beams per Section 2614(h) must be designed for shear at a critical shear section per Section 2611(i)4. Please refer to similar comment regarding the girder walls. 6. Verify if the 2nd floor wall type A, at the wall line located 7 bays north of Grid 4, requires any additional reinforcement due to the large opening shown at the left end of the wall below. 7. Check all shear walls for compliance with Section 2625(f)3 for boundary members. The maximum extreme fiber stress calculated on page 23 should be for D +E factored loads. Any required boundary members must be designed for all vertical loads and provided with the special transverse reinforcement. 8. Specify on drawings the required class C lap splice length and standard hook length for the foundation dowels matching shear wall boundary member reinforcement. 9. The development length for straight or standard hooked bars, such as designed on page 28 of the calculations, must be per Section 2612(c) and (f) respectively. 10. Show adequacy of metal studs for lateral loads (wind). Also, there is inadequate edge distance provided for connecting to the concrete. Call out all connectors. Details of concern are shown on the architectural drawings. Girder Walls 1. Explain purpose of concrete walls at steel columns. Detail wall reinforcing all around wall and at column. The concrete must be designed as columns for the combined reaction due to gravity loads plus the overturning moment above that level per Section 2312(e)7A and B and must be provide with special transverse reinforcement as required by Section 2312(h)2J and 2625(e)4E and F. 2. The strength reduction factors and load factors for the design of the girder walls, shear walls, and grade beams should be per UBC 2625(c)3 and 4 respectively. 3- To provide development for tension, specify how far the All Mahan &DeSalvo November 8, 1989 City of Tukwila Re: 89 -T -16 Page Five bottom #6 bars, shown in Detail 1 /S1.1 slab, extend past the support columns. 4. The 1/2 inch diameter DBA's, supporting the 2nd floor slabs from the bottom of the girder walls in 2/S1.1, must be clearly identified and specified on the drawings. Explain what a DBA is. 5. Call out each girder wall thickness and concrete strength in the S1.4 wall schedule as referenced on Detail 1 /S1.1 refers there. 6. Provide verification that the girder wall reinforcement complies with Section 2610(g)7. 7. In the design of all girder walls, include affects of shear due to overturning reactions. 8. The critical section for shear design of the girder walls must be located per Section 2611(i)4. Shear reinforcement parallel to the flexural reinforcement is required by Section 2611(i) 7 and 9. Revise page 17, 21 and 27 of the calculations accordingly. 9. Clearly show the length that girder walls GW1 and GW2 cantilever at Grids B.3 and B.7 either on the framing plan or in wall elevations. The GW2 cantilever condition at those locations appears to be potentially unstable under combined vertical and seismic loading. Provide a more thorough analysis including potential uplift at the exterior column. 10. Clarify where the 9 - #6 bars in the slab above GW2, as shown in Detail 1/S1.1, are to occur by referring to the S1.1 plan grids. Indicate whether the bars are to be located in a 4 foot band or are to be spaced at 12 inches on center. Also specify the required length and whether they are to be centered over the middle support column. 11. Analyze the horizontal shear capacity of the construction joint shown near the bottom of the girder wall in Detail 1/S1.1 since the tension reinforcement is located in the slab below that joint. The reinforcement crossing that joint must serve four additive requirements under various load combinations. These are for shear reinforcement perpendicular to the member axis for shear due to gravity plus overturning reactions, tension reinforcement to support the 2nd floor slab, shear friction reinforcement for shear Mahan &DeSalvo November 8, 1989 City of Tukwila Re: 89 -T -16 Page Six transfer due to horizontal shear from gravity plus overturning loads and shear friction reinforcement for shear transfer due to lateral load shear in the wall going into the 2nd floor diaphragm. Provide calculations for all required load combinations and specify on the drawings any necessary surface preparation such as described in Section 2611(h). Entry framing 1. Indicate the source of the concentrated loads on the joists. 2. Call out the magnitude of the W1 uniform loads on joist J3. 3. Clarify note regarding the joist J5 extension into joists span in the elevation view of joist J3, J4 and J5. 4. It appears that the entry roof framing note #1 on S1.2 is intended to specify the top of joist elevation. Please complete note. 5. Call out the required welding of the steel deck to it's supports and connections between the panels edges over the entry. 6. Regarding design of the entry framing; provide a table summarizing input and output variables for the critical load cases analyzed. Reference page numbers of output to identify the critical case for each member. Provide member design for critical cases. Slabs 1. Indicate the extent of each reinforcing type mark shown on the foundation, floor, and roof framing plan, for the top and bottom slab reinforcement. Clarify what slab reinforcement is typical for all bays where it is not specifically called out on each of those plans. 2. Specify the ground floor slab reinforcement at the corridor adjacent to the elevators. 3. Show a maximum cantilever dimension in Detail 6/S1.3 and explain what beam the reinforcement is to hook into. 4. Detail 5/S1.3 top bars for cantilever condition are not developed adequately. They have a potential of cracking out of concrete. Revise as required. 5. The slab thickness dimension specified in 6/S1.1 conflicts with the thickness used in the design, page 4. Indicate the slab thickness in 4/S1.1 and in the reinforcement schedule on S1.4. =11$ Mahan &DeSalvo November 8, 1989 City of Tukwila Re: 89 -T -16 Page Seven Steel Columns 1. The steel column design on calculation page 18 must include reactions due to resisting the overturning moment in the wall girder, as required by Section 2312(e)7A and B by using the specified load combinations. The columns must also comply with Section 2722(d). 2. Call out the steel column size at Grid 6/B.7. Also indicate whether a column is to be located at the south side of the corridor on the wall line located 1 bay left of Grid D. 3. Some mechanisms must be provided to distribute the compressive force, from the steel column support reaction against the bottom of the wall, into the girder beam. When a wall is supported by a concrete column, this is provided by extending the column reinforcing into the wall. Also specify reinforcing shown attached to bearing plate in Detail 3/S1.1. 4. Explain where steel bearing plates on Calculation Sheets 19 & 20 are shown on drawings (1" thick & 1 -1/4" thick). Ordinance 1. Clarify that all openings into shafts have the required 1 -1/2 hour protected openings. Clarify that the linen chute doors have the required 1 hour rating. 2. The protected corridor cannot have work area #1 or the lower lobby open onto it. Provide protection from adjacent rooms until the exterior of the building is reached. 3. Stair #1 must continue its 2 hour protection until occupants are out of the building. 4. Stair handrails have an inadequate extension. Refer to Regulations for Barrier Free Facilities requirements. 5. Storage room 406 door has inadequate protection. Recheck all storage rooms for their required 1 hour occupancy separation. This is a requirements for the laundry room doors also. 6. What is the rating of the elevator shaft doors? They need the required rating for a 2 hour shaft, or provide adequately rated doors to the corridor with required gasketing. 7. Show compliance with Chapter 34 for glazing installed at a slope of 15 degrees or more from the vertical plane. 8. Complete window schedule to show what letter designations mean. Call out tempered glazing where required. Refer to Section 5406(d). Washington State Regulations for Barrier Free Facilities 1. The required dimensions for the parking stall cannot slope more than 1/50. There are to be no protrusions into this space such as ramps. If curb cuts are used do not reduce the required width of the sidewalk. Mahan &DeSaivo November 8, 1989 City of Tukwila Re: 89 -T -16 Page Eight 2. Specify requirements for ramps on the drawings including and not limited to slope, handrails, landings, etc. 3. Bathrooms A08 & A09 have inadequate space for the toilet. 4. Provide adequate dimensions for the skirting at the lavatory, to show it is barrier free. 5. Several dimensions for the toilet accessories vary. Call out adequate dimension per Section 511(b). Also, the bathtub grabbars do not fulfill the requirements of Section 511(f). 6. The maximum threshold at doors is 1/2 ". Correct 2/A9.1 and any other details this requirement may effect. Washington State Energy Code 1. Provide OTTV (overall thermal transfer value) calculations, or, show that all elements fulfill the requirements of Table 4 -4. Call out R -value of insulation used, on the drawings. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Bridget Smith CLK:1 /BS:1 cc: Neal B. Kolbo, AIA 11917 Main Street Boise, Idaho 83702 DOCUMENT 00902 ADDENDA AND MODIFICATIONS ADDENDUM No. 2 HAMPTON INN HOTEL Job No. 8910 Prepared by ARCHITECTS INCORPORATED I197 Main Street Boise, Idaho 83702 Date: - I 1 -3 -1989 1.1 NOTICE TO BIDDERS A. This Addendum shall be considered part of the Contract Documents for the above mentioned project as though it had been issued at the same time and shall be incorporated integrally therewith. Where provisions of the following supplementary data differs from those of the original Contract Documents, this Addendum shall govern and take precedent. B. Bidders are hereby notified that they shall make any necessary adjustment in their estimates on account of this Addendum. It will be construed that each Bidder's Proposal is submitted with full knowledge of all modifications and supplemental data specified herein. 1.2 SPECIFICATION MODIFICATIONS A. Section 00020 -9, Delete first paragraph at top of page, "Contract Bidders are required to prequalify...Form A305. ", in it's entirety, and substitute therefor "Contract Bidders are required to provide, to the Owner, proof of qualifications prior to award of any Contracts, utilizing AIA Form A305 ". B. Section 00310 -B, 0.32 Contract No.. 31 - General Construction change two references to "Total Work of Contract No. 2 Through Contract No. 30 inclusive" to read "Total Work of Contract No. 3 Through Contract No. 30 inclusive ". C. Section 02514 -I, Part I General, Item 1.1, Add Item "E. Clay Brick Pavers. ", Item 1.4 Quality Assurance, Add Item "C. Paver manufacturer; Company specializing in exterior brick paver manufacturing with 3 years experience." Part 2 Products, 2.1 change "Concrete Materials" to read "Concrete and Paver Materials ", and add Item "D. Pavers: Extruded fireclay, fired to achieve following characteristics: PROPERTY VALUE Compresive Strength i000 psi Moisture Absoption 4 percent max Size Indicated on Drawings Color Selected by Owner Exposed Surface Texture Smooth Part 3 Execution, Add Item 3.10 Paver Installation on Concrete Paving. a. Use latex portland cement mortar, conforming to ANSI Al 18.4, bond coat over prepared concrete substrate with steel trowel and fine broom finish; maximum variation in concrete slab 1/8 inch in 10 feet from required plane. Bond coat to be minimum 3/32 inch. b. Use commercal portland cement grout, gray color, conforming to ANSI Al 18.6, water resistant type. D. Section 07610 -2, Part 2 Products, 2.1 A, change "ASC Pacific, Inc." to read "AEP /SPAN Snap Seam ". E. Section 07610 -3, Part 3, Paragraph 3.3, Item E; change "Standing seams 19 inches oc" to read "Standing seams 18 inches oc ". F. Section 08210 -3, Item 2.4 B; Change "Species Wood" to read "Plain Sliced Red Oak". G. Section 08712 -5, C. Group 3 Item 5; Change "40B I OB 3" to read "454 -F 10B -5" Item 7 change "64A 10B (Mount Door Top)" to read "W127 4 CCS IOB ". H. Section 087 I2 -6, Groups 10 and 11, item 2; change "AUE720 2I96H IOB" to read "AU5720 2196 H 10B ". Group 27, Item 2; change "CAE720 2196 H IOB" to read "CA5720 2196 H IOB ". Item 3; change "AUE720 2I96H IOB (Handicap)" to read "AU5720 2196H IOB (Handicap)." I. Section 08712 -9, AB. Group 28 Item I; Change "1279 4 -1/2 x 4 -1/2 P" to read "1279 4 -1/2 X 4 -1/2 IOA ". Item 5; Change "64 A 10 B (Mount Door Top)" to read "W1274 CCS 10 B ". 1.3 DRAWING MODIFICATIONS A. Drawing MI.0 - Mechanical Site Plan: Revise extent of storm drain piping as shown on included Drawing Al dated Nov. 3, 1989. Note: Extent of actual storm drain piping is shown on Drawing C -2. 1.4 APPROVED SUBSTITUTIONS A. Division 16- ELECTRICAL: Refer to included letter of Substitution Approvals from Eidam and Associates, dated 10- 30 -89. END OF DOCUMENT 00902 - 4 7411. Di ELM Ni '71-3 C< 1 !A . I =C=1AVV7INM NC. ACCENICUM NC. dr 1.0111111, 0% MIMI PIM. 1 ih= goy. v.> 11 8 11 Architects Incorporated C.WhEE PLtZA ••')f `...!:tf.' • E'er kTwit, ASSOCIATES CONSULTING ENGINEERS 815 PARK BOULEVARD SUITE 230 BOISE, IDAHO 83712 PHONE (2081 345-7127 October 30, 1989 Architects, Inc. 1197 Main Street Boise, Idaho 83702 Attn: Randy Haverfield. RE: Hampton Inn Tukwila, Washington Dear Randy; Please be advised to include next addendum. RECEIVED NOV 011989 ARCHITECTS INCORPORATFD Architecture & Planning the following item in the The following fire alarm systems are considered equal to specified items: 1. Notifier System 5000 as submitted by Sound Electronics, Tacoma, Washington. 2. Gamewell Zans 400 as submitted by Oliver Kirkland, Washington. If you have any questions or Company, comments, please advise. Kenneth C. Butler, E.I.T. KCB /tfa 14PLA City of Tukwila PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -0179 Ross A. Earnst, P.E. Director December 13, 1989 Don Carr, P.E. Centrac Engineers 18804 Northcreek Parkway Bothell, Wa. 98011 RE: Hampton Inn Development - Erosion Control for Building Department Grade and Fill Permit and Final Site Plan Approval (Ref.Plan Sheet No.'s C -1, C -2, C -4 and M -1.0) Dear Sir: The Public Works Department has reviewed your Plan Sheet No.'s C -1 through C -4 and Plan Sheet No. M -1.0, and approves these plans per the following conditions and comments: The Erosion Control Plan (per Centrac letter of 12/12/89 and conditions of this letter) is approved. These temporary erosion controls are part of a Grade and Fill Permit which is approved and administrated through the Building Official, (Ref. Duane Griffin, 433 - 1854). Note: Conditions under Item # 9 of this letter to apply to use of the public storm system at Nelsen Place. Relocation of the power pole and reimbursement for such relocation to Puget Power shall be accomplished prior to sign -off and allowance of access for this development. Prior to obtaining the Grade and Fill Permit through the Building Department, the Development shall show proof of payment to Puget Power for this pole relocation. This plan review is conditioned per the Poon Developer's Agreement on file at the City Clerk's Office. The approvals of the Building Official and Planning Director shall be provided for issuance for the following permits. Call Becky Davis, Permit Coordinator at 433 -1851 to have the following permits prepared: 1. Flood Control Zone Permit (Permit Fee = $50.00) The grade and fill portion and the site plan for this development shall be covered by this permit. 2. Hauling Permit (Permit Fee = $25.00) If hauling is required, a $2,000 bond, certificate of insurance (minimum $1,000,000 for bodily injury /property damage) and routing map shall be provided with the application for the permit. 3. Public Roadway Improvements /Underground Street Lights/ Curb Cut /Access /Sidewalk Permit (Refer to May 8, 1989) letter to Robert Poon and Permit No. CCAS - 142 -89 Development of curb /gutter /sidewalk /accesses and South 156th Street improvements shall be completed and approved, per the conditions of prior public development improvements approvals, (Ref. May 8, 1989 letter enclosed) before access will be allowed for this development. Included in these approvals will be authorization of WSDOT in the City to allow access onto West Valley Highway via South 156th Street as outlined in the May 8, 1989 letter. 4. Sanitary Side Sewer Permit (Regular Connection Charge uF k0 313.35 Plus S20.00 Inspection Fee for Hotel Structure) Special connection charge for sanitary side sewers waived /'��s�9 by original construction and contributions to LID #19 and past participation for development of sanitary sewer mains. 5. Water Meter Permit (A 4" Water Meter Deposit /Regular Connection Charge Fee = S2.400) The special connection charges for watermains is waived by the development of the public water line in West Valley Highway to the development. It is understood that until this watermain is completed and signed off with requests for acceptance through the City Council, that this development is still unnerved. (Reference May 8, 1989 letter, Item # 3). 6. Fire L000e /Fire Hydrants (Permit Fee = S25.00 - 8" Fire Line into Property) A stand -by charge for the 8" line from the property line adjacent to West Valley Highway will be placed in the development's water /sewer /Metro bill in the future. The Public Works Department reviews and approves this permit, the fire line from the wet tap of the proposed public main to the fire vault and /or building structure, whichever occurs first. The fire lines from the vault and beyond including the sprinkler system are reviewed and approved through the Tukwila Fire Marshall's Office. Appropriate flow analysis to meet needs of Fire Department requirements shall be provided to the Fire Marshall (call Nick Olivas at 433 - 1859). It is understood that until the waterline extension built under the South 156th Street project is completed that water is unavailable to the site. All fire lines shall be constructed per the City's Public Works Water Construction Development Standards. (Reference May 8, 1989 letter, Item # 3). 7. Landscape Irrigation Permit (Permit Fee = $25.00) Four sets of landscape irrigation plans for required landscaping along with one copy of the approved Planning Department's landscaping plan shall be submitted to Public Works via the Permit Coordinator for review and approval prior to beginning any landscape irrigation work. 8. Landscape Irrigation (2" Diameter) Deduct Meter Permit (Permit Fee = - 0 -) This permit shall be applied for and obtained prior to the installation of the deduct meter. Call Dave Grage at 433 -1863 to assure the appropriate meter type is provided. 9. Storm Drainage Permit (Permit Fee = $25.00) Temporary grade /fill and interim storm system and pump facilities to South 156th, is conditioned upon Centrac's letter (from Don Carr, dated December 12, 1989) which can accommodate the gravity flow as constructed. This system shall not operate until it is verified that the City has reinstituted the storm connection to the existing system to the east. Requested is a written notification to my attention, 30 calendar days prior to use, or the Nelsen Place storm system by your Development for temporary, interim or permanent drainage contribution from your Development. Also, interim drainage seeping onto Puget Power right -of- ways is conditioned on approvals and conditions of approval by Puget Power as memorialized in Don Carr's letter. As stated. in prior approvals for the public infrastructure improvements for storm drainage, streets, signalization, curbs and gutters, sidewalks, etc., all work for public infrastructures shall be completed and the candidates for proposed public facilities provided in a letter of request for turnover to the City by the Developer prior to allowing occupancy of said structure. (For storm drainage,. Reference: May 8, 1989 letter, Item # 2). The Tukwila City Council is the sole and final authority for turnover of any proposed public water,sidewalk, storm drainage, street facilities under the City's jurisdiction. WSDOT is the authority for acceptance of the signalization• work turn -over at South 156th Street. The turnover . documents requested from the Developer immediately after construction and final signoff of the improvements as turnover are as follows: a) Letter of request for turnover from the Developer. b) "As- built" plans for the proposed public facility. c) List of materials /cost (in City Format). d) Hill of Sale. e) Easement /right -of -ways for proposed public utilities, sidewalks and roadway improvements (per City Attorney's format, call John Colgrove at 624- 1040). Signed -off permits, including WSDOT sign -off and acceptance letter for resignalization at South 156th and .West Valley Highway and allowing for opening of South 156th Street. If you have any questions regarding this matter or conditions . for approval, please do not hesitate to call me. at 433 -0179. Sincere Phil Fraser Senior Engineer PF /amc xc: Ron Cameron Building Official Ross Heller Greg Villanueva Tukwila Maintenance Shops. Tukwila Fire Marshall Vernon Umetsu Becky Davis, Brad Williams Development File: Hampton Inn (Poon) Development Enclosures (6) LNY OF IMOLA ( :ROL a-__ CENTRAL PERMIT STSft+' ' ENGINEERING 019151( 6200 SQUIRMIER 6. TUKWILA, WA 98)84 UTl�1TY PEARLY APPLICA�IOM (206) 433.Q 79 +> S ���ai+o"' orTn'iT " 31 r! AGGRESS .1},__156.th-Il'Iw Aj 8u1p1 INti�r vAut.F HLc.wAyj PROPERTY OWNER 1UKWLTA ASSOCA1TES I.IMITED PARTNERSHIP DMOHE �=1dT� ADDRESS 300 F. PAHKCE,ZIRR1T1VD.,-3JI 310, uuftl# rOX10" ZIP 070f----- ENGINEER ti�cttatrn:: ENaIt iutia PHONE 208 -38A -0585 ADDRESS Irk }9 E2ERI1O sr SUITE 04, D0151:, IDAHO LIP 63766 CONS ACTOR Ll arri a g(/! {zrllTV ��iu/� PHONExop yyp�ySt H ESS leo E 0WONQiyl•ESLA1012.�.SV,TAL_Z EJO r+krrc_JCAPAY0 ZIP 01 3W4 PERMITS REQUESTED il Sewer Mein Extension (private) tl� Sewer Main Extension (public) Water P41n Extension (private) Hauling P 9 9 9 Water Mein Extension (public) ' Excavation (In public right -of -way) St Drain Fire loop /Hyd.(maln to vault) No;. 1_ Sixes: ><" landscape Irrlgetlon Sanitary Side Sewer Neil" Water Meter-Permanent: 0; _1• Sites: W " . Meter Address (1f differeA ros site a r i ) Maur' 1seTer.Temporeryi"Joi ta: ® Water Netar•Exteet: Nof� Size u Meter Address (If different from sit: addresi) WATER NETIR DEPOSIT /AE1M11URSENENT NAME IMPTON INN _ A00RESS A� Inb Af. E tiB.l9) CITY, LIP "IUIMII3I.. PHONE ril Curb Cut/Access/Sidewalk Channellsatson /Str1 1n /Si nIn Moving an 0verslsed toad Stone e n Flood Zone Control Other WATER NT1R e11LlN8 NAME IlfltiMI INN MISS s 156th„ 6 BR 181 CITY, ZIP 'RIKWIGA, WA PHONE ItoNTltt. SERVICE $ILNIISS TO: a water al sower Ei metro (21 standby NAME 21na};titidUNLENt I Rstil , PHONE 208 -343 -3439 AUONESS 380 C. PNUICENi1IR 1ltND. SUIT 0. 04tSE, ID ZIP __ 76:111::::::0:1:1111°4: . oy Rdentlal No. units LOS ElEl Durlet HOie) [1 Cemerelat /lndeitrlal: Triples UAgertwente Office [] Washouts School /Col)oge /Unlverslty Other [] Motel Q Condoralnlwla U Other Retail [j Hospital U Church [] ManufacturInp MIMALW20 INFORNAT101l M New SuI1dlo t Square footage ¢d 670 — [] Raxgdsl /Ad4ItIenl Inure footage of Grillo.; bulld+ng space _- S'l►�r.rt, footnc.ot ed�r Lionel knitting sour — King King County Assessor's vaiuetlon 9E.10.1.0441 structures $ J4QQIUQ Valuation of work to be done $ , 1 HEREIY CERfIfY THAT 1 HAVE CIAO THIS APP Applicant /Authorised Agent (si9neture) sprint name) Cooties P4r+on (print nasal inrrOBIABP -I1 Address 380 EAEAST PITINENTER SIND, , 8UJTE 310. t10I9t, Ill (321W1.UTIIAPP) KNOW THE SAME TO 81 TRUE ANTI COP' Ui WO'd WdLPfC 8600/ It roe 8rovvrooeldat01 OATS 9/28/89 PHONE108 -343 -3439 PHON' 208- 343 -3439 sir 87706 otn>su AO A.LIOsWIOM! .."CENTRAC 18804 NORTH AccK PARKWAY, BOTHELL, WA 98011 (206) 486.6600 ENGINEERS • SCIENTISTS December 12, 1989 Mr. Phil Fraser City of Tukwila Department of Public Works 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Hampton Inn Dear Mr. Fraser: RECEIVED DEC 1 3 1989 TUKWILA PUBLIC WORKS This is in response to your request regarding our plans to accommodate the stormwater from the porposed Hampton Inn. As we discussed at our December 1, 1989 meeting with city staff, Puget Power staff and CENTRAC staff, the newly constructed storm drain on Nelson Place will not be usable until future sections are completed. A temporary connection was constructed to tie in with the existing storm drain along Nelson Place. However, the existing line is plugged at S. 158th Street and, thus, water ponds at the intersection. The roadway is failing as a result of this water damage. Ross Earnst committed to unplugging the line and draining the water into lines to the east provided that Puget Power would grant an easement. This is badly needed to protect the infrastructure of the road. Puget Power agreed to grant the easement and would send the City the appropriate permit. According to Wayne Bressler of Puget Power, this easement should be complete and available this week. With Nelson Place line unplugged the Hampton Inn storm water could be pumped into the Nelson Place line. It is our understanding that this work will proceed immediately, therefore, we will install our pump to allow site water to be pumped into the city system. This is consistent with past agreements and the construction of the storm drain as a condition of the development. It will be some time before the pump is installed so we anticipate no conflict with the City completing the work prior to us needing the connection. Thank you for the excellent cooperation in not only correcting the maintenance problem but in helping us to progress with our project. Sincerely, CENTRAC b' Donald H. Carr, P.E. Manager DHC /sw cc: Tom Dusbabek 014 t)C PUBLIC v( 'ti(S UEI'Alt)MENT 6300 SouII iceiiler Uoulevuicl Tukwlca, Washington 98188 (206) 433-U179 Ross A. Eainsl, P.E. Dim lot May 8, 1989 Me.. Robert Poon Kingston Realty, Inc. c/o Mr. Michael Runyon '3004 N.S. 125th St. Seattle, WA 98125 RBA Street Improvement Plans Approval for Public Improvements for "Poon Development" Street Improvement Plans for South 156th Street (SR -181 to Nelsen Place) and Nelsen Place (South 156th Street to South 158th Street(Plan Sheets Nos. 1 through 6 of 6 and 1 through 3 o 3) Dear Sirs The Public Works Department has reviewed and approved the site plan submittals for the subject development as referenced in the "RE" section of this letter per the following comments and conditions: Prior to beginning any portion of the work the developer shall accomplish the following: A. Obtain authorization of the Building Official and the Planning Director of the City of Tukwila to carry out this work. B. Post a performance bond with the City for 100% of the proposed public improvements to be provided by this development and WSDOT (which is paid for by the developer via the City). It is noted that per the City Attorney's review of the Nendel's Developer agreement your property's has no obligation to the water assessments for use of the Nendel's watermain extension. Also, prior to beginning any portion of this work the developer or his representative shall apply for and obtain the following permits (call Becky Davis, Permit Coordinator at 433 - 1851): oa wa Improvements nde•roundin. treet Li •h Curb Cut /Access /Sidewalks Permit (Permit fee 525.00): The City requires additional submittals of undergrounding plans, as appropriate, for associated work from Puget Power, Seattle City Light, U.S. West Communications, TCI Cable and �04r 6'.. Robert Poon 'M6y,8, 1989 se two Washington Natural Gas Company. Franchised utility plane shall be sent for review and approval prior to carrying out any undergrounding and associated street pole relocations. Street lighting shall be provided in such a manner to be eligible for turnover to the City as part of the turnovers at the completion of the project. The turnover documents for street work in South 156th Street will be provided to the Public Works Department immediately after completion of the approved work. Turnover documents are outlined at the end of this letter. Finally, barricades closing off South 156th Street shall remain in place, until this project has been accepted by the City Council and the Public Works Director has so determined that the street is complete and available for its intended use. The developer is responsible for the placement and maintenance of these barricades until the City authorizes their removal, which may be at a later time than the acceptance of the work. 2. o.o =e• Publ 3. c torm ste s in South 1 6th treet aid Ne se Place (Permit fee 525.00) osed Watermain Extension in West Valle Hi.hwa from Nendel's Develo•ment to 1 -405 Permit fee 25.00 At the completion of this project for watermain extensions, storm main extensions, resignalization at South 156th Street and West Valley Highway, and construction of new South 156th Street from West Valley Highway to Nelsen Place, the following turnover documents are required' (sent to my office) 1. Letter of request by the developer for turnover as facilities as public addressed to the Public Works Director. 2. A copy of the as -built plans. 3. Signed off permits for appropriate facilities built,to public standards. 4. Bills of sale, for water, street and storm systems. 5. Lists of materials (water and sewer shall be per City's format). 6. Copy of rights -of -way and easements fully executed and recorded at King County (Ref: Clty Clerk). 7. One year bond per May 2, 1989 "Poon" developer's agreement. �► " "��i. Sits M=. ; Robert Poon My 8, 1989 l page ,three ':''The Tukwila. City Council is the sole and final authority for acceptance of these streets for turnover, and no permit signoffs by City staff constitute a final acceptance of these streets and utilities as public. (Ref. "Poon" Developer's Agreement of May 2, 1989). Requested is •you identify who your full time inspector and consultant engineering firm shall be for the construction phase of . this project, when selected, so that we may arrange our reporting ',requirements and set the time for a preconstruction meeting. Your consultant inspector shall provide all necessary coordinations with the City and outside agencies, including WSDOT, to assure proper coordination of this project. It is noted that Sam Richard of WSDOT indicated WSDOT is prepared to issue the break in the limited access in SR -181 at South 156th Street upon approval of these plans by the City. If you have any questions regarding this matter do not hesitate to call me at 433 -0179. Sincerely, Phil Fraser, Enclosures* Senior Engineer 1 set of approved plans (Ref. "RE" section) 1 copy developer's agreement Ord. 1463 (vacation of portion of Nelsen Place S.) 8.156th St. vacation (K.C. Record No. 8904211032 and 8904211033) Nelsen P1. (K.C. 3904211034) Sewer Easement (Poon to City) in vacated Nelsen P1. Whitney Bros. and Industrial Packing easement for non exclusive access. acs Ted Freemire /Dave Grage /John Howat Pat Brodin Sam Richard, WSDOT Don Carr, Centrac Seattle City Light TCI Cablevision US West Communications WA Natural Gas Becky Davis Brad Williams Poon Development file CDIot.a 11 wOasaa.taa DEVELOPER'S AGREEMENT THIS AGREEMENT is made and entered into this cani day of 11411.1 , 1989, between the CITY OF TUKWILA, a Washington municipal corporation (hereinafter referred to as "the City ") and ROBERT POON of Kingston Realty and Investment, Inc., 530 West Valley Road, Alhambra, California 91803, as nominee for a business entity to be subsequently formed (hereinafter referred to as "the Owner "). WITNESSETH WHEREAS, the Owner is the owner of certain real property located generally at the intersection of I -405 Exit 1 and West Valley Highway, and WHEREAS, the Owner has applied for approval of a building permit for the development of a hotel complex to be located on the property, and WHEREAS, the parties hereto have previously entered into a Developer's Agreement dated April 23, 1987, and an extension thereof on March 6, 1988, both of which have expired by their terms, and WHEREAS, the development of said property will create traffic impacts which will necessitate the construction of a new street between Nelson Place and West Valley Highway, DEVELOPER'S AGREEMENT - Page 1 $07000/i/C certain sidewalk improvements, a fourth and east leg of a traffic signal at the intersection of Exit 1 I -405 Eastbound off ramp and West Valley Highway, and a seventh lane on West Valley Highway, and WHEREAS, the development will also necessitate the extension of a city water line which will benefit properties other than those of Owner which may tap into or connect to said water line, and WHEREAS, the development will be in the vicinity of a comprehensive surface water management system known as the Nelson Place /Longacres Drive Basin Drainage Study prepared for the City by Kramer, Chin and Mayo dated December, 1986 (the "KCM Study "), NOW, THEREFORE, IN CONSIDERATION OF the mutual benefits and conditions hereinafter contained, the parties hereto agree as follows: 1. Responsibilities of Owner. A. New Street. Owner shall design, engineer and construct, at Owner's sole cost and expense, a new street, including curbs, gutter and storm drainage, meeting City standards for commercial streets from a point on West Valley Highway at Exit 1 to a point on Nelson Place located approximately 600 feet north of Longacres Way. The actual points of intersection between the new street and West Valley DEVELOPER'S AGREEMENT - Page 2 f070CS /3FC Highway and Nelson Place shall be approved by the Public Works Department of the City. B. Siqnalization. The City and Owner understand that the Washington State Department of Transportation is currently designing improvements to I -405 and West Valley Highway and as part of such design, and the improvements to be constructed thereafter, WSDOT will design and construct a fourth leg for the traffic signal located at the intersection of West Valley Highway and the new street to be constructed under paragraph A above. Owner agrees to assume all responsibility for the design, engineering, and construction costs of such signalization. C. Seventh Lane. The City and Owner understand that a seventh lane will be added to West Valley Highway by Owner in cooperation with WSDOT as part of its improvements in the area in order to facilitate ingress and egress to and from the new street to be constructed pursuant to paragraph A above. Owner agrees to assume all responsibility for design, engineering, and construction costs related to such seventh lane. Both parties understand that the seventh lane will be constructed from a location to be determined by WSDOT somewhere between South 158th and the new street and continuing to the I -405 overpass. DEVELOPER'S AGREEMENT - Page 3 11070C• /SIC C D. Sidewalks. Owner shall design, engineer, and construct, at Owner's sole cost and expense, sidewalks meeting City standards at the following locations: (1) Along the northerly edge of the new street to be constructed pursuant to paragraph A above; and (2) Along the west property line of the Owner's property adjacent to West Valley Highway and running from the new street northerly to the I -405 overpass. E. Water Line Extension. Owner shall design, engineer, and construct at Owner's sole cost and expense, a twelve -inch diameter water main line from a tap located on the Nendel's Hotel property which will run across West Valley Highway to the east boundary, thence northerly and terminating at a point to be later determined on or about the hotel site. If the Embassy Suites development has extended the water line from Nendel's to its development, Owner need only extend such line to Owner's development to the point described above. Said water line shall be constructed to City standards and the location and design of the water line shall meet City approval. F. Nelson Place Improvements. Owner agrees to provide, at Owner's sole cost and expense, all design and engineering services necessary for the improvement of Nelson Place to City standards. G. Dedication of Improvements and Right of Way - Maintenance Bond. Upon completion of the new street and DEVELOPER'S AGREEMENT - Page 4 •I7ec$ /SYc C t sidewalks, the water line .extension, and the storm sewer line described in A.I., below, and approval of the same by the City, the Owner shall dedicate, assign, and convey to the City, free from any lien or encumbrance, the improvements to be made public, the real property upon which such improvements are to be located having already been dedicated to and accepted by the City. Also, at such time, Owner shall furnish to the City a bond or other suitable security in an amount approved by the Public Works Department of the City and in a form approved by the City Attorney, guaranteeing the new street, sidewalks, the water line extension and the storm drain line, if any, against defects in workmanship and materials for a period of one (1) year from the date of approval and acceptance of the same by the City. H. Future Storm Drainage LID. Owner acknowledges that Owner's development will have a cumulative impact on the storm drainage facilities in the area of Owner's property and that Owner's property would be specially benefitted by improvements to such facilities. Owner agrees to participate in any local improvement district or utility local improvement district which is formed for the purpose of storm drainage improvements as described in the KCM study of December, 1986 and the KCM Preliminary Design Report of June 28, 1988, and hereby waives the right to protest the formation of any such LID or ULID, provided that Owner retains the right to contest the method of DEVELOPER'S AGREEMENT - Page 5 S•70CS /Sre C calculating assessments in such LID or ULID and the amount thereof to be levied against Owner's property. I. Storm Drainage System and Interim Design Requirements. Per design criteria of the Longacres /Nelson Place Storm Drain Preliminary Design Report by Kramer, Chin & Mayo, the Owner, at its sole cost and expense, will construct, in lieu of permament on -site detention facility, as a condition of receiving its final certificate of occupancy, a piped storm drainage system generally easterly along the new S. 156th Street then southerly along Nelson Place to hook up to that portion of Phase I as constructed or to be constructed by Embassy Suites and /or by public contract. Thereafter, the drainage will be in an open ditch and will extend to the north after passing under the Burlington Northern tracks. If at the time of development of impervious surfaces at S. 156th and /or the building site the portion of the system beyond the intersection of Nelson Place and S. 158th Street has not been completed, Owner will construct to City standards temporary detention facilities including flow restrictions in upstream manholes, temporary detention facilities in S. 156th Street, if required, until it is opened to traffic and detention systems on property, which will surcharge upstream drainage system, S. 156th Street, and Developer's property as necessary in order to reduce flows to undeveloped rate of discharge. These interim detention facilities shall be maintained, in place, by the DEVELOPER'S AGREEMENT - Page 6 $070Cl/SPC development until such time as the downstream drainage system to the 24 inch diameter Longacres culvert has been constructed. 2. Responsibilities of City. A. Nelson Place Improvements. In consideration of Owner's agreement to assume the design and engineering costs of bringing Nelson Place up to City standards, the City agrees that Owner shall have no responsibility with respect to the construction costs of such improvements. Nothing herein shall be construed, however, to relieve Owner of any responsibility for additional improvements to Nelson Place which may be constructed in the future. B. City will use its best efforts to obtain the necessary easements and construct the downstream storm drainage system in a timely manner. C. Benefited Area and Assessments - Facilities. The water line extension and the storm drain line to be constructed by Owner, will directly benefit certain property not owned by the Owner which cannot be legally described until the extent of the improvements has been determined, by enabling and facilitating development thereof. Pursuant to Chapter 35.91 RCW, the Owner agrees to develop a latecomers agreement, to be approved by the City, to reimburse Owner for its costs on a pro rata basis by assessing any owner of real estate located in the benefited area who does not contribute to the original cost of the facilities to be constructed by the Owner under this DEVELOPER'S AGREEMENT - Page 7 l.7.Cs/zrC Agreement and who subsequently taps into and/or uses said facilities. The agreement is to be developed when the extent and cost of the facilities are known. The pro rata share for any one parcel of real estate contained within the benefited area shall be computed by the Owner subject to approval by the City Engineer. The pro rata share for each parcel shall be shown on exhibits to be attached to the agreement. The City agrees to pay Owner all said sums collected within sixty (60) days after receipt thereof, less costs of administering the Agreement, until the total of said payments equals the cost of constructing the facility less Owner's pro rata share, or when fifteen (15) years from the date of the Agreement have elapsed, whichever shall occur first. 3. Time of Commencement and Completion. Construction of the new street and water line extension to be constructed by Owner under the terms of this Agreement shall commence within 365 days after this Agreement has been signed by both parties and shall be completed prior to issuance of any certificate of occupancy for the hotel. 4. Non - Waiver - Extensions. Failure of either party to insist on the strict performance of any of the terms of this Agreement shall not be construed as a waiver or relinquishment of that party's right thereafter to strictly enforce any such term, but the same shall continue in full force and effect. DEVELOPER'S AGREEMENT - Page 8 ,o,oc,izrc C 5. Binding Effect. This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors. 6. Recording. This Agreement shall be recorded with the King County Auditor as required by Chapter 35.91 RCW and the cost of said recording shall be paid by the Owner. 7. Attorney's Fees. In the event that either party shall commence litigation against the other in order to enforce any term or condition of this Agreement, the prevailing party in such litigation shall be entitled to recover its costs, including reasonable attorney's fees. 8. Entire Agreement. This Agreement contains the entire understanding between the parties hereto, and no other agreements, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to exist or to bind any of the parties hereto or to have any other force or effect. DATED: ' ' 1 �'�. ! , 1989. J CITY OF TUKW By (SIGNATURES CONTINUE) OWNER:: -OWNER(-\1 r A / ir P)71-ly y L. Van Dusen DEVELOPER'S AGREEMENT - Page 9 •070Ce /1,C Robert Poon ATTEST /AUTHENTICATED: By C t C erk, Max ne Anderson STATE OF WASHINGTON ) ) ss. COUNTY OF K I N G ) I certify that there appeared before me persons that I know or have satisfactory evidence were Gary L. Van Dusen and Maxine Anderson who signed this DEVELOPER'S AGREEMENT, on oath stated that they are authorized to execute the instrument and acknowledged it as the Mayor and City Clerk of the City of Tukwila to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. DATED: , 1989 . )(,,4114 Notary Public in and for the t;at.e of Washington, residing at t.t. . .11 My appointment expires .W/-1/ /> STATE OF CALIFORNIA ) ) ss. COUNTY OF LOS ANGELES ) I certify that there appeared before me a person that I know or have satisfactory evidence was Robert Poon who signed this DEVELOPER'S AGREEMENT and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. + L DATED: G! fr4.4 OFFICIAL SEAL ISMAIL CHANG Notary Publk- Calilomla LOS ANGELES COUNTY My Conn. Exo. Supt. 24. 1989 , 1989. :,.. �_.(::.( .�_....__.. Notary Public in and for the•State of California, residing at,' My appointment expires DEVELOPER'S AGREEMENT - Page 10 I0/0C• /SIC -: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor November 6, 1989 Randy Haverfield Architects Inc. 1197 Main Street Owyee Plaza Boise, ID 83702 RE: Hampton Inn Landscaping Dear Mr. Haverfield, Attached are landscaping revisions recommended by this department as part of your environmental review. Please revise the landscape and site plans to reflect these revisions. Both plans must be consistent. These changes, along with the modified building color will resolve D.C.D.'s site plan and architectural concerns. I have also suggested a site access option for your consideration. I feel that you would gain parking and a better entry for a redundant right in /right out driveway. This site option is not required. Three of the various remaining outstanding issues are discussed below in order to help facilitate plan review. They should not be viewed as the total list of City concerns; only those I am aware of without an in -depth coordination meeting with all departments. 1. Signage a. The proposed three wall signs and one freestanding sign exceed your permitted two wall signs or one wall sign and one freestanding sign. b. Both directional entry signs are within the 40 ft. clear vision triangle. The horizontal plane between three and 10 feet in height must be clear in this area (poles and some trees are allowed). Freestanding directional signs are limited to a maximum five foot height and four foot area per side with maximum eight foot total area. No logos are permitted. b. A permit is required for each sign. I have enclosed four permit applications for your use. 2. Food Preparation Areas State Health Department approval is required for all food preparation areas. 3. Drainage /Access The Public Works Dept. should be contacted regarding resolution of any issues in these areas (i.e. driveway location, and proposed eastward sheet flow of storm water onto a public trail easement). Drainage /Access issues must be resolved prior to issuing an environmental determination. Signage issues must be resolved prior to issuance of a building permit. 1 will be out of the office until. November 20th, but Rick Beeler will be available for site design questions, while Darren Wilson may be contacted regarding signage. Architects Incorporated ARCHITECTURE and PLANNING (rov 9 1989 November 8, 1989 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Rick Beeler Re: Hampton Inn Landscaping Dear Mr. Beeler: I received the red -lined landscaping revisions recommended by your department this morning. Please find attached 2 copies of our changed plans for your review. Please note that we have modified our plans to reflect all of your recommended landscape revisions. We have also modified our architectural site plan (sheet A1.0) to reflect all the changes affecting landscape areas, etc. 1 will be sending a letter in regard to the other issues mentioned in your letter shortly,.. addressing the building color,etc. We do not anticipate any problems with meeting your recommendations. Thank you for your consideration and assistance in helping us meet your requirements for our project. Sincerely, Randy `Haverf ie I /cc enclosure 1197 MAIN STREET • BOISE, IDAHO 83702 • (208) 345.3561 cLi C m otcr'S s-, 4Q 4 r • I., • -it, • . • •. • • " • • • • • TO: PROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 QOM 433 -1800 Gary 1. VanOusen, Mayor MEMORANDUM iey AO ..4 (10 /T2.MEMO) DOCUMENT 00903 131989 \' cE ADDENDA AND MODIFICATIOAAIOV R • 1v Y i' y i ADDENDUM No. 3 HAMPTON INN HOTEL Job No. 8910 Prepared by ARCHITECTS INCORPORATED 1197 Main Street Boise, Idaho 83702 Date: - 11-10-1989 NOV 1 3 1989 TUKWILA PUBLIC WORKS 1.1 NOTICE TO BIDDERS A. This Addendum shall be considered part of the Contract Documents for the above mentioned project as though it had been issued at the same time and shall be incorporated integrally therewith. Where provisions of the following supplementary data differs from those of the original Contract Documents, this Addendum shall govem and take precedent. B. Bidders are hereby notified that they shall make any necessary adjustment in their estimates on account of this Addendum. It will be construed that each Bidder's Proposal is submitted with full knowledge of all modifications and supplemental data specified herein. 1.2 SPECIFICATION MODIFICATIONS A. Section 08520 -3, 2.3 Fabricated Components: Change "C" to read as follows: C. Louvers, Infill Panels: Extruded aluminum, anodized finished to match window frames; Model WP- 236,AEL -42 core, manufactured by Reliable Metal Products (for louvers glazed into window frames at HVAC units); Model BB2 45CF, 2 inch baffle blade louver, 45 degree angle, with bird /insect screen, manufactured by Reliable Metal Products (for free air louvers glazed into window frames without HVAC unit behind). B. Section 07240 -3, 2.2 Materials: Delete Paragraph "F. Exposed Aggregate, washed quartz, color as selected." without substitution. C. Section - 10350 -3, 2.4 Pole Fabrication: A. Outside butt diamenter, change "5 •inches" to read "7 inches for 35' -0" pole and 8 inches fo 40'-0" pole". Add Pa rog raph B: "B. Pole wall thickness 0.188 inch." 1.3 DRAWING MODIFICATIONS A. Drawing No. A -I.l, Detail No. 7 - Flagpole Detail: Add 4' =6" (40' -0" Pole) -and 4' -0" (35' -0" Pole); refer to included Drawing No. C -I. 00903 - 1 B. Drawing No. A -2 of Addendum No. I, dated 10- 31-89: Revise top rail to 2 inch x 5 -1/2 inch, refer lo included Drawing No. A -2 - Revised. C. Drawing No. A -3.0: Show insulation in wall cavities on enlarged Guest Room and Handicapped Guest Room Baths. Refer to code to partition types, Drawing A -4.0, for insulation description. Also refer to included Drawing No. B -I. D. Drawings of Mechanical: Refer to included Letter from Musgrave Engineering, dated 11-10-89. 1.4 APPROVED SUBSTITUTIONS A. Section 07240 - Exterior Insulation and Finish System: 1. R -Wall. 2. Corey America, Inc. B. Section 07532 - Elastomeric Sheet Roofing - Loose Laid /Ballasted: I. Cooley Roofing Systems. 2. Bond Coat by Westpoint Pepperell. 3. Sarnifil Incorporated. 4. Car lisle C. Section 07610 - Sheet Metal Roofing: 1. Alumax. D. Section 08210 - Wood Doors: 1. Vancouver Door. E. Section 08305 - Access Doors: 1. Williams Corporation. F. Section 08520 - Aluminum Windows: 1. EFCO Corporation. 2. Traco, Three Rivers Aluminum Co. 3. Northwest Aluminum. Section 08712 - Door Hardware: I. Hager. 2. Schloge. 3. Corbin. 4. Telkee. H. Section 14506 - Linen Chutes: I. U. S. Chutes Corporation. 2. Wi lkerson Company Inc. 1. Division 15 - Mechanical: Refer to included Letter of Substitution Approvals and Rejections from Musgrove Engineering, dated 11-10-89. J. Division 16 - Electrical: Refer to included Letters of Substitution approvals from Eidam and Associates, dated 11-2-89 and 11-3-89. END OF DOCUMENT 00903 - 2 -21;c S�2 e 144AP _1 eNT 0.:41411111'.% ...v— —. 11 GG i �;UFcT� ---�.� r I,�G I - O - �. q .• �...�s+. 1;‘../ n w• w r/ S w A •••••• 1 a. V� J Calm I."1 ' U • . ■ 1 C: ziAW1NC NO. A• tz. - F4gmv I i l:::) ADDENDUM N©, rieN t �•i%`I Architects Incorporated C'.Wl- EE PLAZA :..•,•.ate • ■ —. t :•s■•. ..::�� 1 Sr-icvse • 41I ..... 0- 1••r•t - af.t ./. gl ..: • ...--••••••-rtntLtatatn).1:-.11.1ifikd o la. t *71'P5r1211L1I 4 h :t taibi . IV 1r5 SNLAR5C0 HANDICAP GUEST ROOM BATH . 11 Co.7,41.1 ENLARGED GUMT ROOM RATH 1 •.-P,'"4-1 3 "IV " 1.4. .41 oink Ira. • 1 AWING NO. le,... 11 AIIMCCNIMUNI NC. AT II* 10 161 Architects Incorporated OWYHEE- PLAZA *1." '••■•■,1:7.t:' • ..r.:•LE .1.11C2 t 2:kit 1 „ • flEc .01-* VsPagre:0 Srvs.mL.SE6 0/0F47-E* A-4aD. - 6” ' I- i.'-1. rea.-E-- TO mot.-re-rt MOI tan "-I LA...Atz r roOLE m FG., FLAGPOLE DET ex.:-sia:1*-1 I Li NOS-1: 'HALL atdicrc AGM-LALTLJNI PANT- cr■4 cJ G.-r-Fxsce, oeuviv 4.R.64Fe 1.. Cc:NC. Wi-ivr AP A.L.v. rtNo. siZevE cg-e QA.No' Afact..tsio R,La. S/16'1,4 12/p e•Ase F. a4140(0k:(14:D . EriKa • 1 31111; VW. 17, 71% `1111 LN NI Co, • 1 ACCENDUM NCLTI•Kaa =ATE 11' 10° al 1 Architects Incorporated C'.WHEE ....1•04VPI.t.' • r.:LE • 1 (1"-1"‘11'"A--"NI INN 1 ten' 171.:KWILA Ab Arm*. CAAVVING NO. P. ACDENCUM NC3.1114Pea MATE li• IQ. bet 8910 I Architects Incorporated ONYHEE ?LAZA 11? '.AN !,..fl rf • r::k .0•34....) 5 1 • ta EIAM AND ASDSOCIATES CONSULTING ENGINEERS 815 PARK BOULEVARD SUITE 230 BOISE, IDAHO 83712 PHONE (208) 345 -7127 November -. 2, 1989 Architects, Inc. 1197 Main Street Boise, Idaho 83702 Attn: Randy Hay.erfield.. RE: Hampton Inn Tukwila, Washington • NOV €1 39 Atc titecture &. Plz-nninc. Dear Randy,•. Please be advised to include the 'following item in the next addendum.' The following fixtures are considered equa]. to specified items: EP12. Sure -Lite No P4C -1 -FR. EX1 Sure -.Lice No. CAW- 1= EPG1C., EX2' Sure -Lite No. CAW- 1 -EPG2C If you have ,any questions or comments, please advise Sincerely. Kenneth C. Butler, E :I.T. c:CB /tfa EIM AND ASSDAOCIATES CONSULTING ENGINEERS 815 PARK BOULEVARD SUITE 230 BOISE, IDAHO 83712 PHONE (208) 345 -7127 November 3, 1989. Architects, Inc. 1197 Main Street Boise, Idaho 83702 Attn: Randy Haverfield Hampton Inn Tukwila, Washington RECE! NOV O 61989 14?CHITECTS Architecture & Plan ; : :ng Dear Randy; Please be advised to include next addendum. the following item in the The following fire alarm system is considered equal to specified items: 1. Autocall 'Merlin' as submitted by Automated Communications Corp., Kent, Washington. If you have any questions or comments, Sincerely, IUSGROVE ENGINEERING ( 4619 EMERALD, SUITE 0•1 BOISE, IDAHO 83706 3840585 c r yiTN0vl 198g . ors byre •pa.uRATEL) 8 November 10, 1989 Architects, Incorporated 1197 Main Street Boise, Idaho 83702 ATTENTION: Randy Haverfield RE: Hampton Inn - Tukwila, Washington Dear Randy: Please be advised to include the following mechanical items in your next addendum: 1. Sheet M1.0 - Fire Hydrant Detail: Change fire hydrant description to the following: "Fire hydrant must meet AWWA specification C502 -54, with (2') 2 -1/2" NST ports and (1) 4 -1/2" NST port. Fire hydrant shall be Mueller Model A -24015 or A -419 or approved equal." 2. Sheet M1.0 - Relocate post indicator valve in 8" fire main to within 10 feet of where fire main enters building. 3. Sheet M2.0 - Fire main piping (F) and wet standpipe piping (WS) can be combined into a single piping sys- tem, instead of two piping systems as shown. Piping sizes shall be determined by-fire protection system contractor. 4. Sheets M2.0, . M2.1, M2.2 - Fire hose cabinets shown lo- cated in Stairs #1 and #2 shall be relocated into the corridors, on wall common to stair and corridor. Exact location on wall shall be as required by Architect. 5. Sheet M3.0 - Wet Standpipe Riser Diagram: Piping sizes shown on this detail shall be changed as required for combined wet sta- ndpipe and fire sprinkler piping sys- tem. Piping up to roof connection, including valve and— roof manifold, shall be deleted. Shut -off nozzles In fire hose cabinets can be either brass or plastic. 6. Specifications - Section 15140 - Supports and Anchors - Part 3 Execution: Expansion shields, wedge anchors, etc., are also approved for use in concrete; as well. de as the concrete inserts as specified. It shall be the responsibility of the contractor to verify that the type of anchor selected will support the required weight. 7. Fire protection system - general note: The fire pro- tection system, including fire sprinkler system and wet standpipe system, is a design -build system, and as such,is the responsibility of the fire protection sys- tem contractor. The drawings and specifications are to be used as a guide for the final design of the system, but are not intended to be the absolute governing re- quirements for the system. It is the responsibility of the fire protection system contractor to design and install the system in accordance with the requirements of the City of Tukwila, the Washington Survey and Ratings Bureau, NFPA 13, and NFPA 14. 8. Sheet M2.2 - Enlarged Boiler Room Plan: Hot water re- circulation line in boiler room shall be changed to 1 -1/2 ", on both sides of pump number 1, from point where 1" lines from rooms connect to point of connec- tion to 3" cw line. 9. Specifications - Section 15450, Paragraph 2.2c: Open - ings up to 3" shall be stainless steel instead of copper- silicone as specified. 10. The following manufacturers are approved for bidding only, with final approval based on the requirements of the plans and specifications: a. Diffusers, Registers.& Grilses - Tuttle & Bailey J & J Register Co. Anemostat b. Louvers - American Warming Vent Products,Inc. Penn c. Water Heaters & Storage Tank Weben -Jarco Teledyne Laars Hanson Tank. A.O. Smith. Htg & A/C Units & Heat Pumps McQuay Lennox. e. Exhaust Fans - Jenn Air ▪ Plumbing Fixture. Trim - Moen Sterling Speakman g. Electric Water Cooler - Halsey Taylor 11. The foliowing manufacturer's products are not ap- proved for this project: a. American Standard "Americast" bathtub. b. Sterling "Vikrell" bathtub. Please call if you have any questions on the above. Very truly y s, Dave Asmus EIDAM ? ASSOCIATES CONSULTING ENGINEERS 815 PARK BOULEVARD SUITE 230 BOISE, IDAHO 83712 PHONE (208) 345.7127 t October 27, 1989 RECEIVED OCT 3 01989 I,. E TS INCORPORATED Auftikature & Planning- Architects, Inc. 1197 Main Street Boise, Idaho 83702 Attn: Randy Haverfield RE: Hampton Inn Tukwila, Washington Dear Randy; Please be advised to include the following item next addendum. The following fixtures are considered equal items: BF1" .BF2' BF3 ,EM1 P1 RR1 RR2 SF4 SI1 11171 Keystone No CS- 240 -LE Keystone No. CS- 140 -8 -LE Keystone No. CH- 130 -RS -LE Dual -Lite No. UFO -4 Moldcast No. MT2340- 20- 1- 3- 0- BZP /S2630JB. Prescolite No. PBX-T0705 Prescolite No. 90S6- 70HPSFE -M71 Keystone No. 0M- 240A -LE". Prescolite No. 1145 - 362 -White Nulite No. BW- 240HRS -LE Fixture types SF5 and WF2 submitted with these from Sea -Tac Lighting . Sales are rejected. Fixture '::type ;" P2 has been deleted. Sincerely, '.Kenneth C. Butler., TV •4 •� "11 '* 10 ,., Fr A NI EM T 'LI K ! r..n Barra aira.zv ■ C; A W NG NC. G. ADDENDUM NO. ONI. DATE, Io -I -eft Architects Incorporated CVAHEE ?LAZA +4,o" o tP • =E;avvaivG NO. era! ADDCNE UM NO. 014 DATA (o•3r.89 Architects Incorporated OWYHEE PLAZA 1191 g! ' • r.-.2.• 2J1 ;' e{ ��:, +• •`..7:ot d • t I 't 1 , , 1 -°i: 11 1 (1)--- ic--• 1,f , .1 )o ()T % .i_?... 'ti•( ii. It , t w 1 ill-LAMIPTCNI INN TUKWILA WA-3. es co I DRAWING NO. ia4, ADDENDUM NO. &ma DATE 10.31.81 Architects Incorporated OWYHEE PLAZA 1.:4114...; 2:01 - -- Fe; DTs . NT: AIL__:: Tz3 - Mtn- t-t--� 1 oats..? 6 ,Alb r. `' (0`4 c-qJT. RFC FctJ N ca4s\-j'ioN r #4-X Vic, 12''O.G. ( ";. C-o' H AM d' O N INN T U K W 18_ A, VA/ASH. DV4AVVING ADDENDUM NO. gNiff, SIO MATS !a.31•89 Architects Incorporated OWYHEE PLAZA l'il ^Ee' • -: SE..o.:W 51;Q: • ,.:i` ,L 3 1 M '� p�O II" III -INS x,11 L-t 7( I ' ■IY art /<i-u ril-iAMPTCNI INN TUKWILA , WA es 1 O DRAWING NO. AI. 1 ADDENDUM NO. QM DATE (o• t - E 9 Architects Incorporated OWYHEE PLAZA • „g) MAgv igEE! ■ cOSE. 0:vr3 83 /O 2 :•.151' 350 • PART 2 PRODUCTS 2.1 MANUFACTURERS A. Larson Mfg. Co. B. J. L. Industries. C. Substitutions: Under provisions of Section 01600. 2.2 EXTINGUISHERS A. Dry Chemical Type: Steel tank, Model DC6; with pressure gage, 6 pound size and classification 3A -40BC. 2.3 CABINETS A. Cabinet: Formed sheet steel, 18 gage, primed, semi- recessed type, size to accommodate accessories. B. Trim: Retumed to wall surface, wide face, primed steel. C. Door: Primed steel, 18 gage thick, reinforced for flatness and rigidity; full glass. access. D. Glass: 1/8 inch thick float glass. E. Mounting Hardware: Appropriate to cabinet. 2.4 ACCESSORIES A. Fire Extinguisher Brackets. 2.5 FABRICATION A. Form body of cabinet with tight inside B. Predrill holes for anchorage. C. Form perimeter trim and door stiles by welding, filling, and grinding D. Hinge doors for 180 degree opening with two butt or continuous piano hinge., Provide nylon catch. E. Glaze doors with resilient channel gasket glazing. ?,6 FINISHES Extinguisher: Red enamel. Cabinet. Trim and Door: Primed. Cabinet Interior: White enamel. 2.6 FINISHES A. Surfaces: Anodized to bronze color. B. Pull Handles and Locks: Baked enamel exterior and prefinished wood interior. C. Screen: Frame anodized bronze, fabric charcoal color. PART 3 EXECUTION 3.1 INSPECTION A. Verify that wall openings are ready to receive work, and opening dimensions are as indicated on shop drawings. B. Beginning of installation means acceptance of existing surfaces. 3.2 INSTALLATION A. Install door unit assembly in accordance with manufacturer's instructions. B. Use anchorage devices to securely fasten assembly to wall construction without distortion or stress. C. Coordinate installation of loose insulation stuffing in shim spaces at frame perimeter as specified in Section 07213. D. Place threshold in continuous bed of sealant. E. Coordinate installation of sealants and backing materials at frame perimeter as specified in Section 07900. F. InstalI perimeter trim. 3.3. TOLERANCES if A. Maintain dimensional tolerances and alignment with adjacent B. Variation from Plumb: 1/16 inch maximum. C. Variation from Level: 1/16 inch maximum. 3.4 CLEANING A. Clean frames and g lass. Remove labels and visible markings. PF:OTEC T1O N A. Protect finished installation under provisions of Section 01500., END OF SECTION'. 08311 D. Frequency of Tests: As Indicated by Construction Manager. E. Proof roll compacted fill surfaces under slabs -on -grade and paving. OF FINISHED WORK A. Protect finished work under provisions of Section 01500. B. Recompoct fills subject to vehicular traffic. 3.7 SCHEDULE Interior Slab -On- Grade: I. Type A fill,, compacted to 95 percent. 2. Cover with Type C fill, 2 inches thick, compacted to 95 percent. Exterior Side of Foundation Walls, Retaining Walls and Over Granular Filter Material and Foundation Perimeter Drainage: I. Subsoil or Type A fill, to subgrade elevation, each lift compacted to 95 percent. Fill Under Landscaped Areas: I. Subsoil or Type A fill, to percent. Fill Under Asphalt Paving: 1. Type A fill, to 6 inches below finish paving elevation, compacted to 95 percent. 8 inches below finish grade, compacted to 90 Fill to Correct Over- Excavation: I. Lean concrete to minimum compressive strentgh of 2000 psi.. Fill Over Drainage Piping Grovel Cover: 1. Type Sub Soil fill, to : 10 inches below finished percent. grade, compacted 0 .222 1.7 OPERATION AND MAINTENANCE DATA A. Submit two sets prior to final application for Payment, bound in 8 -1/2 x 11 inch text pages, three D side ring binders with durable plastic or cloth covers. B. Prepare binder covers with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS ", title of project, and subject matter of binder when multiple binders are required. C. Internally subdivide the binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. D. Contents: Prepare a Table of Contents for each volume, with each Product or system description identified, type on 24 pound white paper. E. Part 1: Directory, listing firm names, addresses, and telephone number of Architect, Contractor, Subcontractors, and major equipment suppliers including name of contact person of above entities. • F. Part 2: Operation and maintnenace instructions, arranged by system and subdivided by Specification section. For each catagory, identify names, addresses, and telephone numbers of Subcontractors and suppliers and contact person. Identify the following: 1. Significant design criteria. 2. List of equipment. 3. Parts list for each component. 4. Operating instructions. 5. Maintenance instructions for equipment and systems. 6. Maintenance instructions for special finishes, including recommended cleaning methods and materials and special precautions identifing detrimental agents. G. Part 3: Project documents and certificates, including the following: 1. Shop drawings and product data. 2. Air and water balance reports. 3. Certficates. 4. Photocopies of warranties and bonds. H. Submit one copy of completed volumes in final form 15 days prior to final inspection. This copy will be returned after final inspection, with Construction Manager comments. Revise content of documents as required prior to final subm ittal. 1. Submit final volumes revised, within ten days after final inspection. 1.8 WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Provide Table of Contents and assemble in three•D•side ring binder with durable plastic or cloth cover. 01700 - 3 E. Clean debris from roofs, gutters, downspouts, and drainage systems. F. Clean site; sweep paved areas, rake clean landscaped surfaces. G. Remove waste and surplus materials, rubbish, and construction facilities from site. 1.5 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.6 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record . documents; record actual revisions to the Work: I. Contract Documents. 2. Specifications. 3. Addena. • 4. Change Orders and other Modifications to Contract. 5. Reviewed shop drawings, product data, and samples. B. Store Record Documents separate from documents used for construction. C. Record information concurrent with construction progress. D. Specifications: Legibly mark and record at each Product Section description of actual Products installed, including the following: I. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. • Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured depths of foundations in relation to finished first floor datum. 2. Measured horizontal and vertical location of underground uti lities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal uti lities and appurtenances concealed in construction, referenced to visible and accessible features of the. Work. 4. Field changes of dimensions and details. 5. Details not on original Contract Drawings. F. Delete Architect title block from all documents. G. Submit documents to Construction Manager with claim, for final Application for Payment. Document each request with complete substantiating compliance of proposed. Substitution with Contract Documents. A request constitutes a representation that the Bidder or Contractor: I. Has investigated proposed Product and determined that it meets or exceeds the quality level of the specified Product. 2. Will provide the same warranty for the Substitution as for the specified Product. 3. Will .coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequuently become apparent. 5. Wi 11 reimburse Owner, Architect, and Engineer for review or redesign services associated with re- approval by authorities. • Substitutions will not be considered when they are indicated or implied on shop drawings or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. • Substitution Submittal Procedure: I. Submit four copies of request for Substitution consideration on Form 00400 - Product Substitution Request Form. Limit each request to one proposed Substitution. Submit shop drawings, Product data, and certified test results attesting to the proposed Prodcut equivalence. The Construction Manager will notify Contractor, in writing, of decision to accept or reject request. 1.4 APPROVED SUBSTITUTIONS 'A. Division 16- ELECTRICAL: Refer to included letter of Sthstitution Approvals an Rejections from Eidarn and Associates, dated 10- 27 -89.' DOCUMENT 00901 ADDENDA AND MODIFICATIONS ADDENDUM Pb. HAMPTON INN HOTEL Job No. 8910 Prepared by ARCHITECTS INCORPORATED 1197 Main Street Boise, Idaho 83702. Date: - 10 -30 -1989 1.1 NOTICE TO BIDDERS A. This Addendum shall be considered part of the Contract Documents for the . above mentioned project as though it had been issued at the same time and shall be incorporated integrally therewith. Where provisions of the following supplementary data differs from those of the original Contract Documents, this Addendum shall govern and take precedent. . Bidders are hereby notified that they shall make any necessary adjustment in their estimates on account of this Addendum. It will be construed that each Bidder's Proposal is submitted with full knowledge of all ,modifications and supplemental data specified herein. 1.2 SPECIFICATION MODIFICATIONS A. Section 01600, add included page 3. B. Section 01700, add included pages.2 and 3. C. Section 02223, add included page 4. D. Section 08311, add included page 4. E. Section 10522, add included page 2. 1.3 ' DRAWING MODIFICATIONS A. Drawing A1.0,SITE PLAN: Add included Stair Details Drawing Al, A2, and A3. B. Drawing A6.0, BUILDING SECTION A: Revise bottom of Roof Deck Elevation to read ± 33' -6 ", refer to included Drawing B I. Drawing. A5.1, EAST ELEVATION: Revise Detail to read 7/8.0 as indicated on included Drawing Cl. TO: PROM: 46-/-‘,4.40k, OATS: la NeL0-7,1_ 'I tt SUIJSCT: ` - t--vL-A.J Cit of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433.1800 Gary 1. Vanousen, Mayor MEMORANDUM rt'1Q ii( 6-0-do - ec..1,42 1•.4.12)/ (10 /T2.MEMO) MUSGROVE ENGINEERING RECEIVED CITY OF TUKWILA COOLIN( 1/2ND HEATING DESIGN CON TIONS OCT 0 3 1989 PROJECT: twohoivit, I'NA) SHEET 1 Blni ghwi ador , COMPUTED BY: Q. 1441j54/2491/E' 1DATE: 7- ZS - BQ' CHKD. BY: GR. /LB DIFFERENCE LOCATION: 7vgiv /(2A, Iv/my/(4 To& _ LATITUDE: 1 ELEV: DESIGN TEMPERATURES WALL OUTSIDE TEMP. INSIDE TEMP. .A T GR. /LB DIFFERENCE WINTER MOV /AJ4 1912 . 17 SUMMER Yii'1 DRYVIT r 2.77 I. 3 2 11 • D 0 BUILDING "U" FACTORS WALL MATERIAL "R" VALUE MATERIAL "R" VALUE OUTSIDE AIR SURFACE MOV /AJ4 1912 . 17 OUTSIDE SURFACE MAT' L. Yii'1 DRYVIT r 2.77 I. 3 2 11 • D 0 OUTER SHEATING MAT'L. Ye 4 YP. SNeAlh'. 3Y /e'L elaT T INSULATION INSIDE SURFACE MAT'L. Sig 4 smeeraV cK. .5%, INSIDE AIR SURFACE 57/Le. A/2 .C5? OTHER OTHER • TOTAL r %(p• 50 "U " =1 /R TOTAL _ FLOOR /ROOF FLOOR MAT'L. "R" VALUE ROOF MAT'L. "R" VALUE OUTSIDE AIR SURFACE ii, . • ;#2. . 17 OUTSIDE SURFACE MAT'L. .•• %S •„4� 51N4LE PLY I7JOF -� OUTER SHEATING MAT' L. = f O',....... 0./ .. — INSULATION • N3H� : ��.ro`' w Nc .�.,�l(% ,.. •,�.4 v E X 7�Zt1oEa 71q ry vsn' 3e.75- 0.? t, INSIDE SURFACE MAT'L. • IrQ r O n V W (o�� GONC2ET1< INSIDE AIR SURFACE *°*'i� O; I Q. • ST/LL AUL • (0I OTHER 1 A ••••.....I .. Vlif it OTHER ss;crtkw.. �• ...lobe' TOTAL y0, 413 "U " =1 /R TOTAL , O Z 1/ i GLASS /DOOR GLASS MAT'L. "U" VALUE • DOOR MAT'L. "U" VALUE WINTER /SUMMER I" O5LE, 41147E0 .4 e • 4, MUSGROVE ENGIN( RING Mechanical Engineiring • 4619 Emerald Street Suite 0-1 BOISE, IDAHO 83706 (208) 384.0585 JOB tiNtiPTOAl Pthl) - 7711DILLA SHEET NO. CALCULATED BY CHECKED BY DATE SCALE DElIN OF 7. DATE 1.0.7/.40 . 074: tieghtde • • U .... • . 41/0196'(IJ t LeAlege • • • ' ofpvEAnce. um44 . "u" FAG 719/Z-. - ' ..b.P.S. 4 7.5a P 7— .r..71 r A71.1 /Af • - • .t. 40:97-4.,...' d , : ....1..ei.4 • II I V . ,4.1 " AgepetS' . 4 Fiekezoil• ; • +7 0 p 1. i • .0- 0 Erif A/04,70 er4,7 igertr • xpezoi 7074-L c.--sr Sri:" TOW 4• 1 ....1 1 • • C ?I f 767, — . 3..Y • . Z IP.0 a c 6 29..8 1 , 42.947' is-irs.g. 671 1 SI 60,5 I 4 ..T. . • - le - ' . •.'id.;:'.."..."1,.....: ,, ,........,,,,. 'c, .• o' .. is i......-- 1 . F .:>‘-i,',' A' REG% t.:. C t(‘• A , i • .1,1. : 4,1;.! ' . • • • -' tti $ • j'IP t t •1 • ! 2 5 713- . .. ffTZ 1 .... • . . . . .. • .•,.. ,. . r .• ' .. . ., FKOUCT MI/AMR/ ft. Ortek lift CUE Ti Ole MOM TPA INA 14,01114310 r• Extended Coverage STEWART TITLE GUARANTY COMPANY A.L.T.A. OWNER'S POLICY SCHEDULE A Order No.: 59332 Policy Date: May 4, 1989 at 2:12 pm 1. Name of Insured: Policy No. 9941- 1330808 Policy Amount: $1,012,500.00 TUKWILA ASSOCIATES, a Limited Partnership, a Idaho Limited Partnership 2. The estate or interest in the land described herein and which is covered by this Policy is: FEE SIMPLE 3. The estate or interest referred to herein is at date of Policy vested in: TUKWILA ASSOCIATES, a Limited Partnership, a Idaho Limited Partnership 4. The land referred to in this Policy is described as follows: As on Schedule A, page attached. CRY OF TUICIANIA OCT 0 319$9 BUILDING Darr. Policy No. 9941 - 1330808 SCHEDULE A Page 2 The land referred to in this policy is situated in the county of King, state of Washington, and described as follows: That portion of Government Lots 8 and 10 in the southwest quarter of Section 24, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Commencing at the intersection of the northerly margin of South 158th Street, according to the Y -line right of way of PSH #1, Green River Interchange, as conveyed to the City of Tukwila by Quit Claim Deed filed under King County Recording Number 8005280642, with the easterly margin of said PSH #1, the West Valley Highway, as established 72 feet easterly, as measured at right angles, of the 2M line thereof; thence north 07 °41'33" west along said easterly margin 563.24 feet to an intersection with a line "A" drawn parallel with and 55.28 feet southerly, as measured at right angles, of the northerly line of Donation Land Claim No. 46 of the Heirs at Law of Henry Meadow, deceased; thence continuing north 07 °41'33" west along said easterly margin 60.85 feet to an intersection with a line "B" drawn parallel with and 60.00 feet north of said line "A ", as measured at right angles thereto, and the True Point of Beginning; thence continuing north 07 °41'33" west along said easterly margin 289.73 feet to the southerly margin of Primary State Highway No. 1, Jct. SSH #2M to Jct. PSH #2 in Renton; thence north 66 °19'29" east along said southerly margin 203.66 feet to a point on the westerly margin of the right of way of the Seattle and Tacoma Puget Sound Electric Railroad; thence southeasterly along said margin in a curve to the right, whose center bears south 48 °20'51" west 1,098.50 feet from said . point, through a central angle of 23 °08'19 ", an arc distance of 443.62 feet to a point on said line "B "; thence north 88 °04'43" west along said line "B" 368.81 feet to the True Point of Beginning. END OF SCHEDULE A Owner's Extended Coverage STEWART TITLE GUARANTY COMPANY A.L.T.A. OWNER'S POLICY SCHEDULE B Policy No.: 9941- 330808 This policy does not insure against loss or damage by reason of the following: GENERAL EXCEPTIONS: 1. Any title or rights asserted by anyone including but not limited to persons corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 2. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 3. Taxes or special assessments which are not shown as existing liens by the public records. 4. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. SPECIAL EXCEPTIONS: 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: James Nelson and Chris Jorgensen Water pipelines AREA AFFECTED: As located on May 13, 1905 on portion of subject premises RECORDED: May 13, 1905 RECORDING NUMBER: 337825 2. RELINQUISHMENT OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DEED TO STATE OF WASHINGTON: RECORDED: RECORDING NUMBER: AFFECTS: December 5516659 Westerly adjacent (continued) 7, 1962 portion of subject property to Vest Valley Highway Policy No.: 9941 - 330808 SCHEDULE B Page 2 3. RELINQUISHMENT OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DEED TO STATE OF WASHINGTON: RECORDED: RECORDING NUMBER: AFFECTS: 4. RESERVATION OF ACCESS, LIGHT, FROM THE STATE OF WASHINGTON: RECORDED: RECORDING NUMBER: AFFECTS: March 20, 1963 5558438 Westerly portion of subject property adjacent to Vest Valley Highway VIEW, AND AIR AS CONTAINED IN DEED December 5828225 Westerly adjacent 31, 1964 portion of subject property to Vest Valley Highway 5. RELINQUISHMENT OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DEED TO STATE OF WASHINGTON: RECORDED: RECORDING NUMBER: AFFECTS: 6. GENERAL TAXES: FIRST HALF NOVEMBER 1: YEAR: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: TAX ACCOUNT NUMBER: LEVY CODE: AFFECTS: CURRENT ASSESSED VALUE: 7. SPECIAL TAXES (OR FOREST DELINQUENT MAY 1; SECOND YEAR: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: TAX ACCOUNT NUMBER: AFFECTS: December 5516658 Westerly adjacent 7, 1962 portion of subject property to Vest Valley Highway DELINQUENT MAY 1; SECOND HALF DELINQUENT 1989 $1,068.70 $ 534.35 $ 534.35 242304- 9073 -04 2340 Portion of subject property Land: $87,600.00 Improvements: $ 100.00 FIRE PROTECTION TAXES): FIRST HALF HALF DELINQUENT NOVEMBER 1: 1989 $2.00 $1.00 $1.00 242304 - 9073 -04 Portion of subject property (continued) SCHEDULE B Page 3 8. GENERAL TAXES: FIRST HALF DELINQUENT MAY NOVEMBER 1: YEAR: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: TAX ACCOUNT NUMBER: LEVY CODE: AFFECTS: CURRENT ASSESSED VALUE: 9. SPECIAL TAXES (OR FOREST DELINQUENT MAY 1; SECOND YEAR: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: TAX ACCOUNT NUMBER: AFFECTS: 10. GENERAL TAXES: FIRST NOVEMBER 1: YEAR: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: TAX ACCOUNT NUMBER: LEVY CODE: AFFECTS: Policy No.: 9941 - 330808 1; SECOND HALF DELINQUENT 1989 $350.95 $175.48 $175.47 242304 - 9014 -06 2340 Portion of subject property Land: $28,800.00 Improvements: None FIRE PROTECTION TAXES): FIRST HALF HALF DELINQUENT NOVEMBER 1: 1989 $2.00 $1.00 $1.00 242304 - 9014 -06 Portion of subject property HALF DELINQUENT MAY 1; SECOND HALF DELINQUENT CURRENT ASSESSED VALUE: 11. SPECIAL TAXES (OR FOREST DELINQUENT MAY 1; SECOND YEAR: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: TAX ACCOUNT NUMBER: AFFECTS: 1989 $688.50 $344.25 $344.25 242304 - 9057 -04 2340 Portion of subject property Land: $56,400.00 Improvements: $ 100.00 FIRE PROTECTION TAXES): FIRST HALF HALF DELINQUENT NOVEMBER 1: 1989 $2.00 $1.00 $1.00 242304- 9057 -04 Portion of subject property (continued) Policy No.: 9941 - 330808 SCHEDULE B Page 4 12. GENERAL TAXES: FIRST HALF DELINQUENT MAY 1; SECOND HALF DELINQUENT NOVEMBER 1: YEAR: 1989 AMOUNT BILLED: $812.79 AMOUNT PAID: $406.40 AMOUNT DUE: $406.39 TAX ACCOUNT NUMBER: 242304- 9043 -01 LEVY CODE: 2340 AFFECTS: Portion of subject property CURRENT ASSESSED VALUE: Land: $66,600.00 Improvements: $ 100.00 13. SPECIAL TAXES (OR FOREST FIRE PROTECTION TAXES): FIRST HALF DELINQUENT MAY 1; SECOND HALF DELINQUENT NOVEMBER 1: YEAR: 1989 AMOUNT BILLED: $2.00 AMOUNT PAID: $1.00 AMOUNT DUE: $1.00 TAX ACCOUNT NUMBER: 242304 - 9043 -01 AFFECTS: Portion of subject property 14. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: DATED: RECORDED: RECORDING NUMBER: The City of Tukwila, a Washington municipal corporation (hereinafter referred to as "the City ") and Robert Poon of Kingston Realty and Investment, Inc., 530 West Valley Road, Alhambra, California 91803 May 2, 1989 May 4, 1989 8905040543 REGARDING: DEVELOPER'S AGREEMENT SCHEDULE B. Page 5 15. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Policy No.: 9941 - 330808 The City of Tukwila, a municipal corporation PURPOSE: a perpetual right -of -way easement for sanitary sewers with the necessary appurtenances AREA AFFECTED: RECORDED: RECORDING NUMBER: over and across the property described on Exhibit A which property is situated in King County, Washington May 4, 1989 8905040544 16. EASEMENT AND THE. TERMS AND CONDITIONS THEREOF: GRANTEE: Whitney Bros., a general partnership, and Industrial Packing & Crating, Inc PURPOSE: a non - exclusive easement for ingress and egress only AREA AFFECTED: RECORDED: RECORDING NUMBER:' over that parcel of real property located in King County, Washington, more specifically described in Exhibit A attached hereto and shall run with such parcels May 4, 1989 8905040545 SCHEDULE B Page 6 Policy No.: 9941 - 330808 17. COMMERCIAL DEED OF TRUST AND SECURITY AGREEMENT WITH ASSIGNMENT OF RENTS TO SECURE AN INDEBTEDNESS: GRANTOR: Tukwila Associates Limited partnership, an Idaho Limited Partnership TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING.. NUMBER: Stewart Title Company of Washington, Inc.: Key Bank of Oregon, an Oregon Banking Corporation $1,012,500.00 May 4, 1989 May 4, 1989 8905040694. OF SCHEDULE 12, BC /KMAY /5509h': ENDORSEMENT ATTACHED TO AND FORMING A PART OF POLICY NUMBER 9941 - 330808 ISSUED BY STEWART TITLE GUARANTY COMPANY The Company hereby assures the Insured That said land abuts upon a physically open street known as Primary State Highway No. 1, West Valley Highway and Ndean Place and the Company hereby insures said Assured against loss which said Assured shall sustain in the event said assurances herein shall prove to be incorrect. The total liability of the Company under said policy and any endorsements therein shall not exceed, in the aggregate, the face amount of said policy and costs which the Company is obligated under the conditions and stipulations thereof to pay. This endorsement is made a part of said policy and is subject to the Schedules and the Conditions and Stipulations therein, except as modified by the provisions hereof. Issued by: STEWART TITLE GUARANTY COMPANY Stewart Title Company Countersigned of Washington, Inc. 1000 Second Avenue, Suite 1300 Seattle, Washington 98104 (206) 622 -1040 103.7 STEW DT TITLE COMPANY of Was ►lgton, Inc. ORDER NO Sot IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land Indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. PD 1 ,28 - S, 40'24,1"A! el�t V1" ...- • ' r r • • r Weve U e oF..Paw. riaw L 4 A./p C 4//1 44. 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'.6, e• v '041 „.• Jr Wi.�rY i.~.J.i 4 •.•h_ �li. +� •i,.J.M'A SEP 30 '89 1.7:42 CENTR( CENTRAC PROJECT l'itismpirmi =Am) SUBJECT . S'r"� f�i�,w — 7�-K /° F4.rv0 • 12.4dtl p *F'w Sra 4044-0 toorfWN ea VI/ • 10/ .1"y JT Or040C. P.12/12 SHEET 't BY . ” $ ' . DATE •47/9V CHECKED S''° DATE • '94140 JOB NO. ie0t4 (ore. ��.•..•l 'r' .... ?v« C. _-t ..,..._ f� .f......._. w.,r�, - -' :_. _.,tom.. =,'.. �,,:C . .... f._: �... • • • , ..._..; . ;5, - !•......:,,.!� ^. .ter'.••. + t 1 .14 . . . 1 .I • • ! • • • • • • • • • ; „ • . a r .... • • • • • t• .�... Pad: • • • i••••• • • ... ..... ....• .... .• . •..... • • , /d1. c-r ._ . 49-.7-.0z4) c.- • +: . j •i f . • -a'r, -• • _ - SEP 30 '89 17 39 CENTRAC CENTRAC PROJECT //'4"1,4'"r•^/ 3. SUBJECT '''^t Oi�. r P%75...t 'i D6Xi �J P.8/12 SHEET L.—J._ r •• BY , • • 13j14..' DATE .' / ZL% CHECKED Ste^ ._. DATE ritt /7" JOB NO. ct 0/ �- v b FL p....)..4. ;dam,.: _ .. .. ^.. e-*5r �• yr -.., 6s /d 4.:'•• _ „ , . P. L 4.4,-#.-1. . ... • ..A. 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C.+ a . 95 / 0.20 • 1.99 (0•95) 4- 0.49 640) — .38 ; ... x •30 X 0,do .2 7 .1 w . -,' • 3EP 30 '159 IT.40 CEIYTR' CENTRAC SHEET By At 'DATE ?(z. /E5'. CHECKED '•SA1 DATE PROJECT - "" ,•'�''" y.. " �.. JOB NO. 9d ,/ — o tal SUBJECT 1) .:,. -rc�v )s r - s i' • 4) Jr . �- �ax . �N �-v 4 �' .2..... °.. ...$6 4- 2S. VS ..k . At m x 'F�.r�cc . 171"..1.< ti. s ��rC '04,7Xf6) . (9 }. • D ' ,�4 V SG !,4"5,4' 7P' Pe. L�)z" • 4S 4f4 too' •(3 45- +ors P4144., comr1 TO: MOM: &4Jt, 2 &w ) DATE: 1,0//g'49 SUBJECT: 0/ hA /674 } /Fe1 (1/&2- City of TukWila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433.1800 Gary L. VanOusen, Mayor MEMORANDUM Alota Ia 7, 1 `6 X (a Z 5-8 = 4' 573, /3 q (At 1Ja a �7i f PS G.. /.. -- �- 5a6 /' Jr .I /0,9,39,06 �c1 Ckbtio Fee 6i975, OZ �c� ,-1/1411 41411 . (10 /T2.MEMO) City of (. !kwila PUNNING DIPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 0, PRE - APPLICATION MEETING ATTENDANCE RECORD FOR STAFF USE ONLY Pre -app File # PRE - APP - 024 -89 Project Name: Hampton Inn Meeting Date 7 -13 -89 Time 2:30 pm Site Address: Checklist mailed to contact person (date): 7 -19 -89 W Valley Hy /Nelson P1 Initials: BLD STAFF PRESENT E Building EFire [Planning E Public Works [Parks & Rec. ❑Police j Other ❑Other (433 -1851) (575 -4404) (433 -1849) (433 -1850) (433 -1847) (433 -1806) (433 -1851) Becky Davis, Permit Coordinator ( - ) NAMES /TITLES Duane Griffin, Building Official Nick Olivas, Fire Marshal Jack Pace, Senior Planner Phil Fraser, Senior Engineer CHECKLIST PROVIDED, El 0 ❑ APPLICANT /REPRESENTATIVES PRESENT Contact Person: Name Randy Haverfield AIA Company /Title Architects Incorporated Address 1090 North Cole Road, Boise, Idaho Zip 83704 Phone (208) 345 -3561 Others Present: Name Tom Dusbabeck Company /Title EBCO Address 380 East Park Center Blvd., Boise, Idaho Zip 83706* Phone (208) 343 -3439 Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone City of tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433.1049 PRE - APPLICATION CHECKLIST BUILDING DIVISION (construction) FOR STAFF USE ONLY Pre -app File # PRE- APP - 024 -89 Project Name: Hampton Inn Meeting Date 7 -13 -89 Time 2:30 pm Site Address: Nelson P1 /W Valley Hy Occupancy Group R -1 CONSTRUCTION INFORMATION �9s� � 1. Comply with the provisions of the Uniform Building Code,4985-Edition (as amended). /9 - 2. Comply with Washington State Barrier Free Code, }98�-Edition. 3. Comply with Uniform Mechnical Code, We Edition. T. 4. Comply with State Energy Code. Provide energy calculations stamped by a Washington State Licensed architect or engineer. N. 5. Provide licensed Washington Architect stamp on construction drawings. 6. Provide a soils report, stamped by a Washington State licensed engineer. 7. Submit structural calculations stamped by a Washington State licensed struc- tural engineer. 8. Obtain building permit. 9. Obtain mechanical permit. Roof top mounted equipment requires structural calculations stamped by a licensed engineer. (n 10. Obtain grading /fill permit. 0 11. Obtain separate permit for rack storage. Rack storage must be designed for seismic zone 3. A licensed structural engineers stamp will be required for rack storage 8' and over. [� 12. Obtain a sign permit (TMC Title 19). n 0 13. Special inspectors will be required *for 4t5 Spc i - s' e. ilq 3Oo/ Uge. 14. Notify Building Official of testing lab hired by architect or owner (not by contractor). tg 15. Obtain approvals and permits from outside agencies (see attached misc. and outside agencies checklist). • Electrical permit and inspections through Washington State Department of Labor and Industries, 872 -6012. • Plumbing permit and inspections through King County. Health Department, 587 -2732. 0 16. King County Health Department must approve and stamp plans for restaurants and food service facilities prior to submittal to Tukwila Building Division. VI 17. Provide plan submittal per requirements on attached plan submittal handout. Checklist prepared by (staff): Duc-(r yl Date 7f/37F9 City of Tukwila FIII! DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575.4404 PRE - APPLICATION CHECKLIST FIRE DEPARTMENT (construction) FOR STAFF USE ONLY Pre -app File # Pre- ,App o zN -g J Project Name: Meeting Date -713-0 Occupancy Group Q -I Time 2 ,3° Site Address: (Q.)4( °IL) 9 (/ u U (1/47 CONTRUCTION INFORMATION The City of Tukwila has adopted the 1385 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) 2. Fire hydrants will be required. (City Ord. #729) . Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a struc- ture; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) Er/ 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for appro- val prior to being submitted to Tukwila Fire Marshal for approval. Submit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1141) 2/5. Maximum grade is 15% for all projects. [r/ 6. Hose stations are required. (City Ord. #1141) E 7. A fire alarm system is required for this project. (City Ord. #1327) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. [,y 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) E2r' 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechani- cal smoke removal per Section 81 of the 1985 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.301) I2 a 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. [r 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) [2r 14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) [r 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) (t 16. Miscellaneous requirements Oe.„on, zt .+) 5Qc-tnklAr Sstem Laclio,wy k zA-2n C -1- &P - ►Je3rtc.-1,tlfi iv c10 nUnet,'- . ci--t (ern, �one.l lr,c ce CAA: uc f\etcc +� \z 4 rk de s (4) V\\ 4 Q <o� {c* -( -a.11 eke h. -, Ise ,.�cl\rc•nce. Checklist prepared by ( staff) : �L ao.,, Date 7-/ City of Tukwila. FIRE IMPARTMENT 444 Andover Park East Tukwila, Washington 98188.7881 (208) 575-4404 PRE - APPLICATION CHECKLIST FIRE DEPARTMENT (inspections) FOR STAFF USE ONLY Pre -app File # ?re_ Apo U?- '-I-3'7 Project Name: -H -ri.e+DN J Meeting Date 7 -13 �`� Time ?' 3d Site Address: k).e. PL ,�L LI(LL.lLi / y Occupancy Group P-1 INSPECTIONS REQUIRED BY FIRE DEPARTMENT E /1. Underground fire line from vault to riser a. Thurst block and rodding b. Type of pipe c. Depth of cover d. Flush e. Hydrostatic test f. Fire Dept. approved plans g. Materials and test certi- ficate Ems. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing Q 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans 5. Fire alarm a. Acceptance test b. Fire Dept. approved plans to D. Hood-and duct inspections a. Installation b. Trip test Checklist prepared by (staff): El 7. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit El 8. Flammable liquid room a. Location b. Fire protection c. Permit El 9. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width 10. Fire doors and fire dampers a. Installation b. Drop testing a 11. Fire final a. Fire Dept. access b. Bldg. egress and occupancy load c. Hydrants d. Bldg. address e. Fire protection systems (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 12. Other a. b. c. d. e. f. g. Date ?/4!'Y5 City of(Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433.1849 PRE - APPLICATION CHECKLIST PLANNING DEPARTMENT (land use) FOR STAFF USE ONLY Pre -app File # PRE - APP - 024 -89 Project Name: Hampton Inn Meeting Date 7 -13 -89 Time 2:30 pm Site Address: Nelson P1 /W Valley Hy Zoning M -1 LAND USE INFORMATION O 1. Compliance with the Zoning Code (Title 18). [� 2. Obtain the following permits /approvals: (applications attached) Boundary Line Adjustment Building Site Improvement Plan .__. Comprehensive Plan Amendment —_ Conditional Use Permit Design Review Design Review•Interurban Z Environmental (SEPA) Planned Mixed Use Development Planned Residential Development Rezone Shoreline Management Permit Shoreline Management Permit Rev. Short Subdivision Subdivision Unclassified Use Variance, for g3. Proposed use complies with zoning? • 4. Structure meets setback requirements? [I 5. Proposal meetings minimum parking space standards? [I 6. Roof -Top mechanical equipment screened? [I 7. Site plan complies with landscape requirements. 0 8. S A -7-l�'{C144(hD Co oy Mr-S. Yes _ No Yes __ No Yes No No DATA PPoviat Yes 41t No lva PAM _ Yes X No Q 9• Q 10. El 11. Q 12. Q 13. Q 14. Q 15. Q 16. o 17. Q 18. U 19. O 20. Checklist prepared by (staff): ./ ,Vo,v ( Date 743 /18 Northern property line is a front yard area requiring 15 ft. landscape width. Some existing landscaped area between property line and building may be counted if it is landscaped with large stature trees 30 ft. on center, and additional landscaping in the parking area is provided to break up the large expanse of paving. All landscaped areas along road right of ways shall be planted with large stature trees approx. 30 ft. on center. 2. Landscape plan shall be stamped by a Washington State registered landscape architect. 3. All landscaped areas shall have an automatic irrigation system. 4. The three foot wide landscaped area on the eastern perimeter may be replaced with gravel. 5. The nine foot trash enclosure shall be landscaped with a combination of solid, tall evergreen shrubs and deciduous trees to break up the solid wall expanse. 6. Landscape islands with trees shall be a minimum of 5 ft. exclusive of curbs. Preferable minimum is 6 -8 ft. to reduce potential up- lifting. 7. Bark will be minimized. Ground cover shall be spaced to accomplish 90% coverage in 2 years. This would include 18" spacing of ground covering plants. All parking aisle widths should be rechecked to ensure code consistency. 9. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. 10. All stalls must be clearly delineated by striping or curbing (check central parking island in SE 1/4 of site). All internal property lines shall be eliminated. Required parking calculations shall be clearly shown. Recheck percent paved surface. 65% looks very low. City of llbkwila 6200 Southcenter Boulevard Tukwila. Washington 96 tee Public Works Department 4991650 PRE - APPLICATION CHECKLIST PUBLIC WORKS (utiiitiee) FOR STAFF USE ONLY Pre -app File # PRE - APP - 024 -89 Project Name: Meeting Date 7 -13 -89 Time 2:30 pm Site Address: Hampton Inn Nelson P1 /W Valley Hy CONSTRUCTION INFORMATION El 1. Obtain the following permits: ? Channelization /Striping /Signing Curb Cut /Access /Sidewalk Excavation (public) X Fire Loop /Hydrant (main to vault) ? Flood Zone Control Hauling (2,000 Bond, Cert. Ins.) X Landscape Irrigation Moving an Oversized Load X Sanitary Side Sewer Sewer Sewer Storm Water Water P Water x Water Water Other Main Extension (private) Main Extension (public.)' Drainage Main Extension (private) Main Extension (public) Meter (exempt) Meter (permanent) Meter (temporary) [[l 2. Water and sewer assements may apply and will be determined during the utility plan review process. ^6ACa it-1t i= S PE✓IV. NeNcAa J 15 ( U\'Fts as "FAIT Tuts ?P- cr.4.1 ETIj 3. Provide sidewalks per Ordinance #1158, #1217 and. #1233, or abt.ain waiver., [I 4. Provide traffic analysis for: (� 5. Provide developers agreement for: Mt r4-414-( OVALI\TS cr' 0051/ t'441. b kLiADEZs A(zttLL` A6 Q 6. Provide Hydrological - Geotechnical analysis. Q 7. Review traffic study prepared by Q 8. Provide plan submittal per requirements on attached plan submittal handout. STATE SI G-r . t 1_LI R T I 0 r.) P SOCI ret L.' tau L_1 L .S7 ,DY) ST11 I rAPNY u LA)) s s A . ac- cuPta -Nc. t- trO.1\. V24 ultin L PL4iv AOPNJV 'LS N utom, s r- 2 Is 0' r 'P K, 16. (. P L, <.T . 'P A.w\ . N sal As ()) n "L. ► s 11 Flkir..,. S . I S 1.4= 70 17.' 18. n r c-LUPftty W 19. •r 20. 1 tv r- t-J L_ S u 3 S 17C1 f N v H L-`-I 51G.NI t (-' . +, r._ rr`.r��� �`+�� • LAO' rr- 0c-+.. F,�iZI� NvAp Date -7/ /2/Bat Ip1;1-71'' `J r l /LT VI) DP , Checklist prepared by (staff): PPt]`. tt\,Lr C.) 10r1'Iot•U) i'� Py!6:1 cVv 1Z.Sttr(iAUv1t0`e-+ w■=sT vAt_Le".1 V+tLVA) %4c) 5, I4i Acc-uvv% P us<<L`� , \ A V- \w -l.N- %Tn�. \ w.S)4vJvt4MkTA S MVO S ?LC\ 17i ,if c.. Cl..+ w hht.T t ..► ( OT tigRi 7(un� "fo .3rr(3 JY' t —'-'r. (iT r\d\i VI QV t'.) 3 �L. �- C c•ow '-r o + %re skirce nc;v ,1 hampton inn hotel tukwila associates limited partnership 03251 Expansion and Contraction Joints 03300 Cast -In -Place Concrete RECEIVED CITY OP TUKWILA OCT 0 3 1989 BUILDING 0111PL• 00001 '' ' "� D I V'll 14 ; 4,0- (MA►SONRY 0410 4)1 :� Wor tar 04340' ' Re I'nforced 4tft%'i+�,L�IiO DIVISION 5 - METALS Unit Masonry System 05120 Structural Steel 05210 Steel Joists 05311 Steel Roof Deck 05313 Steel Floor Deck 05400 Cold- Formed Metal Framing 05500 Metal Fabrications 05510 Metal Stairs 05520 Handrails and Railings DIVISION 6 - WOOD AND PLASTICS 06114 Wood Blocking and Curbing 06200 Finish Carpentry 06410 Custom Casework 06650 Solid Polymer Fabrications DI VI S ION 7- THERMAL AND MO 1 STI,RE PROTECT 1 ON 07160 Bituminous Dampproofing 07212 Board Insulation 07213 Batt and Blanket Insulation 07240 Exterior Insulation and Finish Systems 07532 Elastomeric Sheet Roofing -Loose Laid /Ballasted 07610 Sheet Metal Roofing 07620 Sheet Metal Flashing and Trim 07724 Roof Hatches 07900 Sealants DIVISION 8 - DOORS AND WINDOWS 08111 08210 08305 08311 08410 08520 08712 08800 • Standard Steel Doors and Frames Wood Doors Access Doors Sliding Glass Doors Aluminum Entrances and Storefronts Aluminum Windows Door Hardware Glazing 00001 2 �. DIVISION 9 - FINISHES Washers and Drying Equipment DIVISION 12 FURNISHII•CS 12600 Furniture and Accessories DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED) DIVISION 14 - CONVEYING SYSTEMS 14245 Hydraulic Passenger Elevators. 14506 Linen Chutes DIVISION 15 MECHANICAL 15060 Pipe'& Pipe Fittings 15100 Valves 15140 Supports and Anchors. 15160 Pumps 15170 Motors 15190 Mechanical Identification I5260;. Piping Insulation 1528.0. Equipment Insulation 1.52.90 Ductwork Insulation 15310 'Fire Protection Piping: 15330 Wet -Pipe Sprinkler System 15375. Standpipe and Hose Systems 15410 Plumbing Piping 15430. Plumbing Specialties 15440 Plumbing Fixtures 15450 Plumbing Equipment; 15535 Refrigeration Specialties 15623 Split System Heat Pump 15781 Packaged Roof Top Air Conditioning Units:; 1,5882 Air Distribution Equipment (Fans) 15890 Ductwork 15910 Ductwork Accessories 15936 .Air Inlets and Outlets 15990, Starting of Systems 15991 Testing,. Adjusting, and Balancing 'of; Syst 15992 Systems Demonstration. 00 :I?_ } 6536 6530 6721 674.1 [.. 6781 6921 Electrical General Provisions Conduit Wires and Cables Boxes Wiring Devices Cabinets and Enclosures Equipment Wiring Systems Supporting Devices Electrical identification Service Entrance Switchboards Metering Grounding Panelboards Motor Starters Disconnect Switches Lamps Ballast and Accessories Poles and Standards Lighting Fixtures Site Lighting Self Contained Emergency Lighting Unit Fire Alarm Systems Telephone Raceyway System. Television Distribution System Mechanical Equipment Controls DOCUMENT 00020 INVITATION TO BID Owner: TUKWILA ASSOCIATES, LIMITED PARTNERSHIP c/o Ebco, Incorporated 380 East Park Center Blvd., Suite 310 Boise, Idaho 83706 Architect: Neal B. Kolbo AI A, Architects Incorporated, 1 197 Main Street, Boise, Idaho 83702 Date: September 29, 1989. Contractors are invited to submit an offer under seal to MR. BOB SUITS at EBCO, 380 East Park Center Blvd. Suite 310, Boise, Idaho 03706 before local prevailing time on November 15, 1989; 5:00 p.m. Sealed bids will be opened and not publicly read aloud at time and place stated for receipt of bids; bids received after the time fixed for opening will not be considered. Bids will be accepted for the following Work Contracts for HAMPTON INN HOTEL, TUKWILA, WASHINGTON. Contractors are invited to a Pre -bid Conference at Conference Room, Sea Tac Hampton Inn, Seattle, Washington on October 27, 1989 from 9:00 a. m. until 3:00 p.m. 0.1 CONTRACT NO.2 - SITE WORK A. Division I - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Secticns. B. Division 2 Site Work: 1. Section 02140 - 2. Section 02202 - 3. Section 02211 - 4. Section 02222 - 5. Section 02223 - 6. Section 02225 - 7. Section 02511 - 8. Section 02513 - 9. Section 02720 - Dewatering. Rock Removal. Rough Grading. Excavation. Bade fi I ling. Trenching. Crushed Stone Paving. Asphaltic Concrete. Storm Sewer Systems. • 00020' 0.2 CONTRACT NO. 3 - CONCRETE CONSTRUCTION A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Sections. 3. Section 01050 - Field Engineering: Basic Project engineering and layout for entire project. B. Division 2 - Site Work: 1. Section 02361 - Wood Friction Piles. 2. Section 01026 - Unit Prices. 3. Section 02514 - Portland Cement Concrete Paving. C. Division 3 - Concrete: 1. Section 03100 - Concrete Formwork. 2. Section 03200 - Concrete Reinforcement. 3. Section 03251 - Expansion and Contraction Joints 4. Section 03300 - Cast -In -Place Concrete. 03 CONTRACT NO. 4 - SITE WORK A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Sections. B. Landscapping Work: Work indicated on Drawing Nos. L -I and L -2. 0.4 CONTRACT NO. 5 - MASONRY A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Sections. B. Division 4 - Masonry: 1. Section 04100 - Mortar and Masonry Grout. 2. Section 04340 - Reinforced Unit Masonry System. 0.5 CONTRACT NO. 6 - METALS A. Division I - General Requirements: I. Administrative and procedural Section. 2. Temporary facilities and controls Sections. B. Division 5 - Metals: I . Section 05120 - 2. Section 05210 - 3. Section 05311 - 4. Section 05313 - 5. Section 05400 - 6. Section 05500 - 7. Section 05510 - 8. Section 05520 - Structural Steel. Steel Joist. Steel Rgof Deck. Steel Floor Deck. Cold- Formed Metal Framing. Metal Fabrications. Metal Stairs. Pipe and Tube Railings. 00020. . 0.6 CONTRACT NO. 7 - WOODS APO PLASTICS A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Sections. B. Division 6 - Woods and Plastics: 1. Section 06114 - Wood Blocking and Curbing. 0.7 CONTRACT NO. 8 - WOODS AND PLASTICS A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Sections. B. Division 6 - Woods and Plastics: 1. Section 06200 - Finished Carpentry. 2. Section 06410 - Custom Casework. 0.8 CONTRACT NO. 9 - WOODS AND PLASTICS A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Sections. B. Division 6 - Woods and Plastics: 1. Section 06650 - Solid Polymer Fabrications. 0.9 CONTRACT NO. 10 - THERMAL APO MOISTURE PROTECTION A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Sections. B. Division 7 - Thermal and Moisture Protection: I. Section 07240 - Coated Insulation System. 0.10 CONTRACT NO. I I - THERMAL AP) MOISTURE PROTECTION A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Sections. • B. Division 7 - Thermal and Moisture Protection: 1. Section 07532 - 2. Section 07610 - 3. Section 07620 - 4. Section 07724 - Elastomeric Sheet Roofirg -Loose Laid /Ballasted. Custom Sheet Metal Roofing. Sheet Metal Flashing and Trim. Roof Hatches. 00020': - 3 0.11 CONTRACT NO. 12 - 11-ERMAL AND MOISTURE PROTECTION A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Section. B. Division 7 - Thermal and Moisture Protection: I. Section 07900 - Sealants. 0.12 CONTRACT NO. 13 - THERMAL AID MOISTURE PROTECTION A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary faci lities and controls Sections. B. Division 7 - Thermal and Moisture Protection: 1. Section 07160 - Bituminous Damproofing. 2. Section 07212 - Board Insulation. 3. Section 07213 - Batt and Blanket Insulation. 0.13 CONTRACT NO. 14 - DOORS AND WINDOWS A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Section. B. Division 8 - Doors and Windows: I. Section 08111 - Standard Steel Doors and Frames. 2. Section 08210 - Wood Doors. 3. Section 08305 - Access Doors. 4. Section 08712 - Door Hardware. 0.14 CONTRACT NO. 15 - DOORS AND WINDOWS A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Section. B. Division 8 - Doors and Windows: 1. Section 08311 - Sliding Glass Doors. 2. Section 08410 - Aluminum Entrances and Storefronts. 3. Section 08520 - Aluminum Windows. 4. Section 08800 - Glazing. 0.15 CONTRACT NO. 16 - FINISHES A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Section. B. Division 9 - Finishes: 1. Section 09260 - Gypsum Board Systems. 2. Section 09511 - Suspended Acoustical Ceilings. 00020 - 4 .'_ 0.17 CONTRACT NO. 18 - FINISHES 0.18 CONTRACT NO. 19 FINISHES 0.19 CONTRACT NO. 20 - FINISHES A. ' Division 1 - General Requirements: I. Administrative and procedural Section. 2. Temporary facilities and controls Section. B. Division 9 - Finishes: 1. 09311 - Ceramic Tile Floor Finish. 2. 09312 - Ceramic Tile Wall Finish. 3. 09331 - Quarry Tile Floor Finish. A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Section. B. Division 9 - Finishes: 1. Section 09650 - Resilient Flooring. 2. Section 09686 - Carpet with Underlay. 3. Section 09690 - Carpet Tile. A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Section. B. Division 9 - Finishes: I. Section 09900 - Painting. A. Division 1 - General Requirements: I. Administrative and procedural Section. 2. Temporary facilities and controls Section. B. Division 9 - Finishes: 1. Section 09955 - Vinyl- Coated Fabric Wall Covering. 0.20 CONTRACT NO. 21 - SPECIALTIES A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Section. B. Division 10 - Specialties: 1. Section 10350 - Flog Poles. 2. Section 10522 - Fire Extinguishers, Cabinets and Accessories. 00020 021 CONTRACT NO. 22 - SPECIALTIES } 0.25 CONTRACT NO. 26 - HEATING, VENTILATING, MD AIR COPDU1OPING A. Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary Facilities and control Section. B. Division 15 - Mechanical: 1. Section 5140 - Supports and Hangers. 2. Section 5290 - Ductwork Insulation 3. Section 5535 - Refrigeration Specialties. 4. Section 5623 - Split System Heat Pump. 5. Section 5781 - Packaged Roof Top Heating Cooling Units. 6. Section 5882 - Air Distribution Equipment (Fans) 7. Section 5890 - Ductwork. 8. Section 5910 - Ductwork Accessories. 9. Section 5936 - Air Outlets and Inlets. 10. Section 5990 - Starting of Systems. 11. Section 5992 - Systems Demonstration. 0.26 CONTRACT NO. 27 - TESTING, ADJUSTING, AND BALANCING OF SYTEMS A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary faci lities and controls Section. B. Division 15 - Mechanical: 1. Section 15991 - Testing, Adjusting, and Balancing of Systems. 0.27 CONTRACT NO. 28 - PLUMBING A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Section. B. Division 15 - Mechanical: 1. Section 15060 - Pipe and Pipe Fittings. 2. Section 15100 - Valves. 3. Section 15140 - Supports and Hangers. 4. Section 15170 - Motors. 5. Section 15190 - Mechanical Identification. 6. Section 15260 - Piping Insulation. 7. Section 15280 - Equipment insulation. 8. Section 15410 - Plumbing Piping. 9. Section 15430 - Plumbing Specialties. 10. Section 15440 - Plumbing Fixtures. 11. Section 15450 - Plumbing Equipment. 00020 0.28 CONTRACT NO. 29 - FIRE PROTECTION SYSTEM A. Division 1 - General Requirements: I. Administrative and procedural Section. 2. Temporary facilities and controls Section. B. Division 15 - Mechanical: 1. Section 15140 - Supports and Hangers. 2. Section 15310 - Fire Protection Piping. 3. Section 15330 - Wet -Pipe Sprinkler Systems. 4. Section 15375 - Standpipe and Hose Systems. 0.29 CONTRACT NO. 30 - ELECTRICAL A. Division 1 - General Requirements: I. Administrative and procedural Section. 2. Temporary facilities and controls Sections. B. Division 16 - Electrical: I. Section 2. Section 3. Section 4. Section 5. Section 6. Section 7. Section 8. Section 9. Section 0. Section 1. Section 2. Section 3. Section 4. Section 5. Section 6. Section 7. Section 8. Section 9. Section 20. Section 21. Section 22. Section 23. Section 24. Section 25. Section 26. Section 6010 - Electrical General Provisions. 6111 - Conduit. 6120 - Wires and Cables. 6130 - Boxes. 6141 - Wiring Devices. 6160 - Cabinets and Enclosures. 6180 - Equipment Wiring Systems. 6190 - Supporting Devices. 6195 - Electrical Idenification. 6420 - Service Entrance. 6425 - Sw itchboards. 6430 - Metering. 6450 - Grounding. 6470 - Panelboords. 6483 - Motor Starters. 6491 - Disconnect Switches. 6501 - Lamps. 6502 - Ballast and Accessories. 6503 - Poles and Standards. 6510 - Lighting Fixtures. 6530 - Site Lighting. 6536 - Self - Contained Emergency Lighting Units. 6721 - Fire Alarm System. 6741 - Telephone Raceway System. 6781 - Television Distribution System. 6921 - Mechanical Equipment Controls. 0.30 CONTRACT NO 3 - GENERAL CONSTRUCTION (Providing the sum of the Work identified in Contract No. 2 through Contract No. 30 inclusive) 00020 - 8 ) END OF DOCUMENT • AIA Document A701 Instructions to Bidders 1907• EDTiON TABLE OF ARTICLES 1. DEFINITIONS 2: BIDDER'S REPRESENTATIONS 3. BIDDING DOCUMENTS 4. BIDDING PROCEDURES 5. CONSIDERATION OF BIDS 6. POST -BID INFORMATION 7. PERFORMANCE BOND AND PAYMENT BOND 8.. FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR Copyright 1970, 1974, 1978, ®1987 by The American . institute of Architects, 1735 New York Avenue, N,W.,' Washington,, D,C. 20006. Reproduction of the material herein.or substantial quotation of its provisions Without written permission of the 'AIA violates the copyright Iaw: of the United States and willbe subject to,lepl prosecution, '. • • • AIA MINOR A7111 • INSTRUCTIONS TO KIDDERS • FOURTH EDITION .•. AIA• • 019117 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A701.1N7, INSTRUCTIONS TO BIDDERS ARTICLE 1 DEFINITIONS 1.1 Bidding Documents Include the Bidding Requirements and the proposed Contract Documents. The Bidding Requirements consist of the Advertisement or Invitation to Bid, Instructions to Bidders, Supplementary Instructions to Bidders, the bid form, and other sample bidding and contract forms. The pro- posed Contract Documents consist of the form of Agreement between the Owner and Contractor, Conditions of the Con- tract (General, Supplementary and other Conditions), Draw- ings, Specifications and all Addenda issued prior to execution of Ole Contract. 1.2 Definitions set forth in the General Conditions of the Con- tract for Construction, AIA Document A201, or in other Con- tract Documents are applicable to the Bidding Documents. 1.3 Addenda are written or graphic instruments issued by the Architect prior to the execution of the Contract which modify or interpret the Bidding Documents by additions, deletions, clarifications or corrections. 1,4 A Bid is a complete and properly signed proposal to do the Work for the sums stipulated therein, submitted in accordance with the Bidding Documents. 1.5 The Base Bid is the sum stated in the Bid for which the Bid- der offers to perform the Work described in the Bidding Docu- ments as the base, to which Work may be added or from which Work may be deleted for sums stated in Alternate Bids. 1.6 An Alternate Bid (or Alternate) is an amount stated in the Bid to be added to or deducted from the amount of the Base Bid if the corresponding change In the Work, as described in the Bidding Documents, is accepted. 1.7 A Unit Price is an amount stated in the Bid as a price per unit of measurement for materials, equipment or services or a portion of the Work as described in the Bidding Documents. 1.8 A Bidder is a person or entity who submits a Bid. 1.9 A Sub - bidder is a person or entity who submits a bid to a Bidder for materials, equipment or labor for a portion of the Work. ARTICLE 2 BIDDERS REPRESENTATIONS 2.1 The Bidder by making a Bid represents that: 2.1.1 The Bidder has read and understands the Bidding Docu- ments and the Bid Is made in accordance therewith. 2.1.2 The Bidder has read and understands the Bidding Docu- ments or contract documents, to the extent that such docu- mentation relates to the Work for which the Bid is submitted, for other portions of the Project, if any, being bid concurrently or presently under construction. 2.1.3 The Bidder has visited the site, become familiar with local conditions under which the Work is to be performed and has correlated the Bidder's personal observations with the requirements of the proposed Contract Documents. 2.1.4 The Bid is based upon the materials, equipment and sys- tems required by the Bidding Documents without exception. ARTICLE 3 BIDDING DOCUMENTS 3.1 COPIES 3.1.1 Bidders may obtain complete sets of the Bidding Docu- ments from the Issuing office designated in the Advertisement or Invitation to Bid in the number and for the deposit sum, if any, stated therein. The deposit will be refunded to Bidders who submit a bona fide Bid and return the Bidding Documents in good condition within ten days after receipt of Bids. The cost of replacement of missing or damaged documents will be deducted from the deposit. A Bidder receiving a Contract award may retain the Bidding Documents and the Bidder's deposit will be refunded. 3.1.2 Bidding Documents will not be issued directly to Sub - bidders or others unless specifically offered in the Advertise- ment or invitation to Bid, or in supplementary instructions to bidders. 3.1.3 Bidders shall use complete sets of Bidding Documents in preparing Bids; neither the Owner nor Architect assumes responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. . 3.1.4 In making copies of the Bidding Documents available on the above terms, the Owner and the Architect do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant permission for any other use of the Bidding Documents. 3.2 INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS 3.2.1 The Bidder shall carefully study and compare the Bid- ding Documents with each other, and with other work being bid concurrently or presently under construction to the extent that it relates to the Work for which the Bid Is submitted, shall examine the site and local conditions, and shall at once report to the Architect errors, inconsistencies or ambiguities discovered. 3.2.2 Bidders and Sub - bidders requiring clarification or inter- pretation of the Bidding Documents shall make a written request which shall reach the Architect at least seven days prior to the date for receipt of Bids. 3.2.3 Interpretations, corrections and changes of the Bidding Documents will be made by Addendum. Interpretations, cor- rections and changes of the Bidding Documents made In any other manner will not be binding, and Bidders shall not rely upon them. 3.3 SUBSTITUTIONS 3.3.1 The materials, products and equipment described in the Bidding Documents establish a standard of required function, AIA DOCUMENT *701 • INSTRUCTIONS TO BIDDERS • FOURTH EDITION • AIA• • 01987 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A701.1N7 2 dimension, appearance and quality to be met by any proposed substitution. 3.3.2 No substitution will be considered prior to receipt of Bids unless written request for approval has been received by the Architect at least ten days prior to the date for receipt of Bids. Such requests shall include the name of the material or equipment for which it is to be substituted and a complete description of the proposed substitution including drawings, performance and test data, and other information necessary for an evaluation. A statement setting forth changes in other mate- rials, equipment or other portions of the Work Including changes in the work of other contracts that incorporation of the proposed substitution would require shall be included. The burden of proof of the merit of the proposed substitution is upon the proposer. The Architect's decision of approval or dis- approval of a proposed substitution shall be final. 3.3.3 If the Architect approves a proposed substitution prior to receipt of Bids, such approval will be set forth in an Adden- dum. Bidders shall not rely upon approvals made in any other manner. 3.3.4 No substitutions will be considered after the Contract award unless specifically provided in the Contract Documents. 3.4 ADDENDA 3.4.1 Addenda will be mailed or delivered to all who are known by the issuing office to have received a complete set of Bidding Documents. 3.4.2 Copies of Addenda will be made available for inspection wherever Bidding Documents are on file for that purpose. 3.4.3 No Addenda will be issued later than four days prior to the date for receipt of Bids except an Addendum withdrawing the request for Bids or one which includes postponement of the date for receipt of Bids. 3.4.4 Each Bidder shall ascertain prior to submitting a Bid that the Bidder has received all Addenda issued, and the Bidder shall acknowledge their receipt in the BId. ARTICLE 4 BIDDING PROCEDURES 4.1 FORM AND STYLE OF INDS 4.1.1 Bids shall be submitted on forts Identical to the form included with the Bidding Documents. 4.1.2 All blanks on the bid form shall be filled in by typewriter or manually in ink. 4.1.3 Where so indicated by the makeup of the bid form, sums shall be expressed in both words and figures, and in case of dis- crepancy between the two, the amount written in words shall govern. • 4.1.4 Interlineations, alterations and erasures must be initialed by the signer of the Bid. 4.1.6 All requested Alternates shall be bid. If no change in the Base Bid is required, enter "No Change." 4.1.S Where two or more Bids for designated portions of the Work have been requested, the Bidder may, without forfeiture of the bid security, state the Bidder's refusal to accept award of less than the combination of Bids stipulated by the Bidder. The Bidder shall make no additional stipulations on the bid form nor qualify the Bid in any other mariner. 4.1.7 Each copy of the BId shall include the legal name of the Bidder and a statement that the Bidder is a sole proprietor, part- nership, corporation or other legal entity. Each copy shall be signed by the person or persons legally authorized to bind the Bidder to a contract. A BId by a corporation shall further give the state of incorporation and have the corporate seal affixed. A Bid submitted by an agent shall have a current power of attorney attached certifying the agent's authority to bind the Bidder. 4.2 SID SECURITY 4.2.1 If so stipulated in the Advertisement or Invitation to Bid, or supplementary instructions to bidders, each Bid shall be accompanied by a bid security in the form and amount required, pledging that the Bidder will enter Into a Contract with the Owner on the terms stated in the Bid and will, if required, furnish bonds covering the faithful performance of the Contract and payment of all obligations arising thereunder. Should the Bidder refuse to enter into such Contract or fail to furnish such bonds if required, the amount of the bid security shall be forfeited to the Owner as liquidated damages, not as a penalty. The amount of the bid security shall not be forfeited to the Owner in the event the Owner fails to comply with Sub- paragraph 6.2.1. 4.2.2 If a surety bond is required, it shall be written on AIA Document A310, Bid Bond, unless otherwise provided in the Bidding Documents, and the attorney -in -fact who executes the bond on behalf of the surety shall affix to the bond a certified and current copy of the power of attorney. 4.2.3 The Owner will have the right to retain the bid security of Bidders to whom an award is being considered until either (a) the Contract has been executed and bonds, if required, have been furnished, or (b) the specified time has elapsed so that Bids may be withdrawn, or (c) all Bids have been rejected. 4.3 SU4MESION OF INDS 4.3.1 All copies of the Bid, the bid security, if any, and other documents required to be submitted with the Bid shall be enclosed In a sealed opaque envelope. The envelope shall be addressed to the party receiving the Bids and shall be identified with the Project name, the Bidder's name and address and, If applicable, the designated ponion of the Work for which the Bid Is submitted. If the Bid is sent by mall, the sealed envelope shall be enclosed in a separate mailing envelope with the nota- tion "SEALED BID ENCLOSED" on the face thereof. 4.3.2 Bids shall be deposited at the designated location prior to the time and date for receipt of Bids, Bids received after the time and date for receipt of Bids will be returned unopened. 4.3.3 The Bidder shall assume Mi responsibility for timely delivery at the location designated for receipt of Bids. 4.3.4 Oral, telephonic or telegraphic Bids are invalid and will not receive consideration. 4.4 MODIFICATION ON WITHDRAWAL OF MD 4.4.1 A Bid may not be modified, withdrawn or canceled by the Bidder during the stipulated time period following the time 3 A701 -1137 AM OOAJfi ATM • INSTRUCTIONS TO BIDDERS • FOURTH EDITION • AIA• • 01917 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 10006 and date designated for the receipt of Bids, and each Bidder so agrees in submitting a Bid. 4.4.2 Prior to the time and date designated for receipt of Bids, a Bid submitted may be modified or withdrawn by notice to the pany receiving Bids at the place designated for receipt of Bids. Such notice shall be in writing over the signature of the Bidder or by telegram; if by telegram, written confirmation over the signature of the Bidder shall be mailed and postmarked on or before the date and time set for receipt of Bids. A change shall be so worded as not to reveal the amount of the original Bid. 4.4.3 Withdrawn Bids may be resubmitted up to the date and time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 4.4.4 Bid security, if required, shall be in an amount sufficient for the Bid as modified or resubmitted. ARTICLE 5 CONSIDERATION OF SIDS 5.1 OPENING OF SIDS 5.1.1 Unless stated otherwise in the Advertisement or Invita- tion to Bid, the properly identified Bids received on time will be opened publicly and will be read aloud. An abstract of the Bids will be made available to Bidders. When it has been stated that Bids will be opened privately, an abstract of the same infor- mation may, at the discretion of the Owner, be made available to the Bidders within a reasonable time. 5.2 REJECTION OF SIDS 5.2.1 The Owner shall have the right to reject any or all Bids, reject a Bid not accompanied by a required bid security or by other data required by the Bidding Documents, or reject a Bid which is in any way incomplete or irregular. 5.3 ACCEPTANCE OF SID (AWARD) 5.3.1 It is the intent of the Owner to award a Contract to the lowest responsible Bidder provided the Bid has been submitted in accordance with the requirements of the Bidding Documents and does not exceed the funds available. The Owner shall have the right to waive informalities or irregularities in a Bid received and to accept the Bid which, in the Owner's judgment, is in the Owner's own best interests. 5.3.2 The Owner shall have the right to accept Alternates in any order or combination, unless otherwise specifically pro- vided in the Bidding Documents, and to determine the low Bid- der on the basis of the sum of the Base Bid and Alternates ac- cepted. ARTICLE 6 POST -ERIE INFORMATION 6.1 CONTRACTOR'S OUAUFICATION STATEMENT 6.1.1 Bidders to whom award of a Contract is under con- sideration shall submit to the Architect, upon request, a prop- erly executed AIA Document A305, Contractor's Qualification Statement, unless such a Statement has been previously required and submitted as a prerequisite to the issuance of Bid- ding Documents. 6.2 OWNER'S FINANCIAL CAPASNJTY 6.2.1 The Owner shall, at the request of the Bidder to whom award of a Contract is under consideration and no later than seven days prior to the expiration of the time for withdrawal of Bids, furnish to the Bidder reasonable evidence that financial arrangements have been made to fulfil the Owner's obligations under the Contract. Unless such reasonabk evidence is fur- nished, the Bidder will not be required to execute the Agree- ment between the Owner and Contractor. 6.3 SUSIMTTALS 6.3.1 The Bidder shall, as soon as practicable after notification of selection for the award of a Contract, furnish to the Owner through the Architect in writing: .1 a designation of the Work to be performed with the Bidder's own forces; .2 names of the manufacturers, products and the sup- pliers of principal items or systems of materials and equipment proposed for the Work; and .3 names of persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for the principal portions of the Work. • 6.3.2 The Bidder wW be required to establish to the'satWSc- tion of the Architect and Owner the reliability and responsibil- ity of the persons or entities proposed to furnish and perform the Work described in the Bidding Documents, 6.3.3 Prior to the award of the Contract, the Architect will notify the Bidder in writing if either the Owner or Architect, after due investigation, has reasonable objection to a person or entity proposed by the Bidder. If the Owner or Architect has reasonable objection to a proposed person or entity, the Bidder may, at the Bidder's option, (1) withdraw the Bid, or (2) submit an acceptable substitute person or entity with an adjustment in the Base Bid or Alternate Bid to cover the difference in cost occasioned by such substitution. The Owner may accept the adjusted bid price or disqualify the Bidder. In the event of either withdrawal or disqualification, bid security will not be. forfeited. 6.3.4 Persons and entities proposed by the Bidder and to whom the Owner and Architect have made no reasonable objection must be used on the Work for which they were pro- posed and shall not be changed except with the written con- sent of the Owner and Architect, ARTICLE 7 PERFORMANCE MOND AND PAYMENT FOND 7.1 SONO RUOUNRE1DMI 7.1.1 If stipulated in the Bidding Documents, the Bidder shall furnish bonds covering the faithful performance of the Con- tract and payment of all obligations arising thereunder. Bonds may be secured through the Bidder's usual sources. 7.1.2 If the furnishing of such bonds is stipulated in the Bid- ding Documents, the cost shall be included in the Bid. If the AIA OOCUIIIIT A101 • INSTRUCTIONS TO BIDDERS • FOURTH EDITION • ALA. • ©1967 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.M., WASHINGTON, D.C. 20006 A701.1947 4 furnishing of such bonds is required after receipt of bids and before execution of the Contract, the cost of such bonds shall be added to the,Bid in determining the Contract Sum. • • 7.1.3 if the Owner requires that bonds be secured from other than the Bidder's usual sources, changes in cost will be adjusted as provided! In the Contract Documents. 7.3 ,; TIME OF DEUVERY, AND FORM OF BONDS 7.2.1 The: Bidder shall deliver the required bonds to the Owner not later than three days following the date of execution of the Contract. If the Work is to be commenced prior thereto in response to a letter of intent, the Bidder shall, prior to com- mencement of the Work, submit evidence satisfactory to the Owner . chat such bonds will be furnished and delivered in accordance" with this Subparagraph 7.2.1. • 7.2.2 Unless otherwise provided, the bonds shall be written on • AIA Document A312; Performance Bond and Payment Bond. Both bonds shall be .written in the amount of the Con- ,.. tract Sum. 7.33 The bonds shall be dated on or after the date of the Contract, 7.3.4 The Bidder shall require .; the attomeyin•fact who executes the required bonds on behalf of the surety to affix thereto a certified and current copy of the power of attomey. ARTICLE S FORM OF AONEWAIDITNETWUN OWN1 ANO CONTRACTOR 4:1 . ". FORM TO. BE USED ! 1.1.1 Unless otherwise required in the Bidding Documents, • the Agreement for the Work will be written on AIA Document A101, Standard Form of Agreement Between Owner and Con- . tractor Where, the Basis' of Payment Is a Stipulated Sum, AIA OOCUN IT A1r1 • INSTRUCTIONS TO I1DWRS • FOURTH IDITION'' AIA! .iv tor • THE AMERICAN INSTITUTE OF ARCHITECTS, 1731 tilts YORK AVoNUE, KW.,; WASHINGTON, D,C. 20006 DOCUMENT 00120 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS SUPPLEMENTARY INSTRUCTIONS A. These Supplementary Instructions to Bidders amend or supplement the Instructions to Bidders (A I A Document A70I, 1987 Edition) as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. ARTICLE 3 - BIDDING DOCUMENTS A. Add the following to Subparagraph 3.1.3: "The Architect or Construction Manager will not provide partial sets of Bidding Documents to Bidders or others." B. Add the following to.Subparagraph 3.3.2: "Substitution request shall be made on Document 00400 - Product Substitution Request Form. Refer to Section 01600 for requirements and procedures for requesting substitutions." ARTICLE 4 - BIDDING PROCEDURES A. Add the following to Subparagraph 4.1.1: "Submit Bid Form in quanity of one (I)." B. Add the following Subparagraph 4.1.8 to Article 4: 4.1.8 Ammendments to the submitted offer will be permitted if received in writing prior to Bid closing and if endorsed by the same party or parties who signed and sealed the offer. C. Add the following to Subparagraph 4.2.1: "Proposals must be accompanied by an acceptable security, in the sum of five (5) percent of the bid sum; in the form of a Bond, a Certified Check or Cashiers Check, made payable unconditionally, to Owner. D. Add the following Subparagraph to Arcticle 4: 4.2.4 A Bidder who fails to execute the Agreement Between Owner and Contractor for the Work, or furnish Bonds within ten (10) days after he has received Notice of Acceptance of his Offer, shall forfeit his Security. The Owner may then award the Contract to the next lowest Bidder, in which event any excess of the lowest Bidder's Security, the difference between the lowest bid and the next lowest bid will be returned to the lowest Bidder or, if Bidder's Bond is used, to the surity. If, upon a forfeiture by the lowest Bidder, the security will be applied toward the planning and bidding costs. 00120 - 1 ARTICLE 7 - PERFORMANCE BOND AND PAYMENT BOND A. Add the following to Subparagrph 7.1.1: "Performance Bond and Payment Band will be required in the amount equal to one hundred (I00) percent of the Contract Sum, shall be written on A I A Document Form A31 I - Performance Bond and Labor : and Material Bond. 'These Bonds shall be furnished and payed for by the Contractor and shall remain in full force for one (1) full year after the Date of Substantial Completion. . To: DOCUMENT 00310 BID FORM Tukwila Associates, Limited Partnership c/o EBCO, Inc. 380 East Park Center Blvd., Suite 310 Boise, Idaho 83706 Project: HAMPTON INN HOTEL, TUKWILA, WASHINGTON Job No. 8910 Date: Submitted By: Address: 0.1 OFFER Having examined the Place of the Work and all matters referred to iri the Instructions to Bidders and the Contract Documents prepared by NEAL B. KOLBO ARCHITECT, Architects for the above mentioned project, we, the undersigned, hereby offer to enter into a Contract to perform the Work of the following Contracts as directed by Section 01011 - Summary' of Project. Bidders may make offers to the Owner for any one or more of the following Contracts. For Contracts not being Bid by a Bidder please mark "NO BID" in the space provided "for the sum of" on the Bid Form. 0.2 CONTRACT NO. 1 - VIE WORK A. Division 1 - General Requirements: 1. Administrative and procedural Section. 2. Temporary facilities and controls Sections. 3. Section 01050 - Field Engineering: Basic Project engineering and layout. B. Division 2 - Site Work. 1. Section 02060 - Building Demolition. 2. Section 02110 - Site Clearing. dollars, in lawful money of the United States of America 00310 - 03 CONTRACT NO. 2 - SITE WORK A. Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 2 Site Work: 1. Section 02140 - 2. Section 02202 - 3. Section 02211 - 4. Section 02222 - 5. Section 02223 - 6. Section 02225 - 7. Section 02511 - 8. Section 02513 - 9. Section 02720 - Dewatering. Rock Removal. Rough Grading. Excavation. Back fi l ling. Trenching. Crushed Stone Paving. Asphaltic Concrete. Storm Sewage Systems. C. Division 15 - Mechanical 1. Section 15160 - Pumps. dollars, in lawful money of the United States of America. 0.4 CONTRACT NO. 3 - CONCRETE CONSTRUCTION A. Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. 3. Section 01050 - Field Engineering: Basic Project_ entire project. sneering and.layait for B. Division 2 - Site Work: 1. Section 02361 - Wood Friction Piles 2. Section 01026 - Unit Prices. 3. Section 02514 - Portland Cement Concrete Paving. C. Division 3 - Concrete: 1. Section 03100 - Concrete Formwork. 2. Section 03200 - Concrete Reinforcement. 3. Section 03251 - Expansion and Contraction ,hints 4. Section 03300 - Cast -In- Place Concrete. $ dollars, in lawful money of the United States of America. 00310 D. UNIT PRICES The following are Unit Prices for specific portions of the Work as listed, and are applicable to authorized variations from the Contract Documents: Item Description Section 02361 - Wood Friction Piles: Additional Cost per unit to provide additional wood pile: I 0.5 CONTRACT NO. 4 - SITE WORK A. Division 1 - General Requirements: t 1. Adrninbtrative and procedural Sections. , 2. Temporary facilities and controls Sections. • B. Landscaping Work: Work indicated on Drawing Nos. L-I and L-2. Unit Value dollars, in lawful money of the 'United States of 'Anierkas 0.6 CONTRACT NO. - MASONRY A. Division 1 - General Requirements: 1. Administrative and procedural Sections. . 2. Temporary facilities and controls Sections. Division 4 - Masonry: 1. Section 04100 - Mortar and Masonry Grout. „ 2. Section 04340 - Reinforced Unit Masonry Systern.7 • . c.: •••,^..•••,;;;' $ • • ..dollars, in lawful rilo6eY:ot.the.•.; Unit e d States of America.: • • • 1 • • , • .• ,• • • : , ;;;11:" • . • • • • •••.• • • • / . . • 00310 - 0.7 CONTRACT NO. 6 - METALS A. Division 1 - General Requirements: I. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 5 - Metals: 1. Section 05120 - 2. Section 05210 - 3. Section 05311 - 4. Section 05313 - 5. Section 05400 - 6. Section 05500 - 7. Section 05510 - 8. Section 05520 - Structural Steel. Steel Joist. Steel Roof Deck. Steel Floor Deck. Cold- Formed Metal Framing. Metal Fabrications. Metal Stairs. Pipe and Tube Railings. dollars, in lawful money of the United States of America. 0.8 . CONTRACT ND. 7 - WOODS AND PLASTICS A. Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 6 - Woods and Plastics: 1. Section 06114 - Wood Blocking and Curbing. dollars, in lawful money of the United States of America. 0.9 CONTRACT NO. 8 - WOODS AND PLASTICS A. Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 6 - Woods and Plastics: 1. Section 06200 - Finished Carpentry. 2. Section 06410 - Custom Casework. dollars, in lawful money of the United States of America. 003I0 0.10 CONTRACT NO. 9 - WOODS AND PLASTICS A. Division I - General Requirements: I. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 6 - Woods and Plastics: 1. Section 06650 - Solid Polymer Fabrications. dollars, in lawful money of the United States of America... 0.11 CONTRACT NO. 10 - TI -ERMAL AND MOISTURE PROTECTION A. Division 1 - General Requirements: I. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 7 - Thermal and Moisture Protection: 1. Section 07240 - Coated Insulation System. dollars, in lawful money of the United States of America. 0.12 CONTRACT NO. I 1 - TFERMAL AND MOISTURE PROTECTION. A. Division 1 - General Requirements: I. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 7 - Thermal and Moisture Protection: 1. Section 07532 - Elastomeric Sheet Roofing -Loose Laid /Ballasted. 2. Section 07610 - Custom Sheet Metal Roofs 3. Section 07620 Sheet Metal Flashing and Tr m. 4. Section 07724 - Roof Hatches. dollars, in lawful money of the United. States of America..: , 00310' 0.13 CONTRACT NO. 12 - THERMAL AND MOISTURE PROTECTION A. Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary facilities and controls Sections._ B. Division 7 - Thermal and Moisture Protection: I. Section 07900 - Sealants. dollars, in lawful money of the United States of America. 0.14 CONTRACT P1U. 13 - THERMAL AND MOISTURE PROTECTION A. Division 1 - General Requirements:• I. Administrative-and procedural Sections. 2. Temporary foci lities and controls Sections. B. Division 7 - Thermal and Moisture Protection: 1. Section 07160 - Bituminous Domproofing. 2. Section 07212 - Board insulation. 3. Section 07213 - Batt and Blanket Insulation. dollars, in lawful money of the United States of America. 0.15 CONTRACT NO. 14 - DOORS AND WINDOWS A. Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 8 - Doors and Windows: 1. Section 08111 - Standard Steel Doors and Frames. 2. Section 08210 - Wood Doors. 3. Section 08305 - Access Doors. 4. Section 08712 - Door Hardware. dollars, in lawful money of the United States of America. 00310: : 6 0.16 CONTRACT NO. 15 - DOORS AND WINDOWS A. ' Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 8 - Doors and Windows: 1. Section 08311 - Sliding Glass Doors. 2. Section 08410 - Aluminum Entrances and Storefronts. 3. Section 08520 - Aluminum Windows. 4. Section 08800 - Glazing. dollars, in lawful money of the United States of America. 0.17 CONTRACT NO. 16 - FINISHES A. Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 9 - Finishes: 1. Section 09260 - Gypsum Board Systems. 2. Section 09511 - Suspended Acoustical Ceilings. dollars, in lawful money of the United States of America. 0.18 CONTRACT NO. 17 - FINISHES A. Division 1 - General Requirements: I. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 9 - Finishes: 1. 09311 - Ceramic Tile Floor Finish. 2. 09312 - Ceramic Tile Wall Finish. 3. 09331 - Quarry Tile Floor Finish. dollars, in lawful money of the United States of America. 00310 2. Section 09686 - Carpet with Underlay. 3. Section 09690 - Carpet Tile. } , • dollars, in lawful money of the United States of America. 020 CONTRACT NO. 19 - FINISHES A. Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 9 - Finishes: 1. Section 09900 - Painting. dollars, in lawful money of the United States of America. 021 CONTRACT NO. 20- FINISHES A. Division 1 - General Requirements: , 1. Administrative and procedural Sections. 2. Temporary facilities and controls Section's. , • • , B. Division 9 - Finishes: I. Section 09955 - Vinyl-Coated Fabric Wall Covering. , • dollars, in lawful money of the United States of America. • 0.22 CONTRACT NO. 21 - SPECIALTIES A. Division 1 - General Requirements: 1. Administrative and procedural Sections., 2. Temporary facilities and controls Sections. B. Division 10 - Specialties: 1. Section 10350 - Flag Poles. 2. Section 10522 - Fire Extinguishers, Cabinets and Accessories. dollars, in lawful money of the United States of America. 0.23 CONTRACT NO. 22 - SPECIALTIES A. Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary faci lities and controls Sections. B. Division 10 - Specialties: 1. Section 10800 - Toilet and Bath Accessories. dollars, in lawful money of the United States of America. 0.24 CONTRACT ND. 23 - EQUIPMENT A. Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary foci cities and controls Sections: B. Division 11 - Equipment: 1. 11112 - Washers and Drying Equipmen C. Division 12 - Furnishings: I. ,I 2600 - Furniture and Accessories.. dollars, in lawful money. ;of the United States of America. 0.25 CONTRACT NO. 24 - CONVEYING SYSTEMS A. Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 14 - Conveying Systems: 1. Section 14245 - Hydraulic Elevators - Passenger dollars, in lawful money of the United States of America. 0.26 CONTRACT NO. 25 - CONVEYING SYSTEMS A. Division I - General Requirements: I. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 14 - Conveying Systems: 1. Section 14506 - Linen Chutes. dollars, in lawful money of the United States of America. 0.27 CONTRACT NO. 26 - HEATING, VENTILATING, AM) AIR CONDITIONING A. Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary faci lities and controls Sections. B. Division 15 - Mechanical: 1. Section 15140 - Supports and Hangers. 2. Section 15290 - Ductwork Insulation 3. Section 15535 - Refrigeration Specialties. 4. Section 15623 - Split System Heat Pump. 5. Section 15781 - Packaged Roof Top Heating /Cooling Units. 6. Section 15882 - Air Distribution Equipment (Fans) 7. Section 15890 - Ductwork. 8. Section 15910 - Ductwork Accessories. 9. Section 15936 - Air Outlets and Inlets. 10. Section 15990 - Starting of Systems. 11. Section 15992 - Systems Demonstration. dollars, in lawful money of the United States of America. 003 10 - I0 0.28 CONTRACT NO. 27- TESTING, ADJUSTING, AND BALANCING. OF MIENS A. Division 1 - General Requirements: I. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. • Division 15 - Mechanical: 1. Section 15991 - Testing, Adjusting, and Balancing of Systems. dollars, in lawful money of the United States of America. • 0.29 CONTRACT NO. 28 - PLUMBING A. Division 1 - General Requirements: 1. Administrative' and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 15 - Mechanical: 1. Section 15060 - Pipe and Pipe Fittings. 2. Section 15100 - Valves. 3. Section 15140 - Supports and Hangers. 4. Section 15170 - Motors. 5. Section 15190 - Mechanical Identification. 6. Section 15260 - Piping hsulation. 7. Section 15280 - Equipment Insulation. 8. Section 15410 - Plumbing Piping. 9. Section 15430 -.Plumbing Specialties. 10. Section 15440 - Plumbing Fixtures. 11. Section 15450 - Plumbing Equipment. • • $ dollars, in lawful money of the United States of America. „ . • .. „ ' • • 1 • • , . . . • . • •••'-..,.`,-,,'..... .....'„••;:- -,....;.! - : • 0.30 CONTRACT NO. 29 - FIRE PROTECTION SYSTEM A. Division 1 - General Requirements: 1. Administrative and procedural Sections. 2. Temporary facilities and controls Sections. B. Division 15 - Mechanical: I. Section 15140 - Supports and Hangers. 2. Section 15310 - Fire Protection Piping. 3. Section 15330 - Wet -Pipe Sprinkler Systems. 4. Section 15375 - Standpipe and Hose Systems. dollars, in lawful money of the United States of Americo. 0.31 CONTRACT NO. 30 - ELECTRICAL A. Division 1 - General Requirements: I. Administrative and procedural Sections. 2. Temporary foci lities and controls Sections. B. Division 16 - Electrical: 1. Section 6010 - Electrical General Provisions. 2. Section 6111 - Conduit. 3. Section 6120 - Wires and Cables. 4. Section 6130 - Boxes. 5. Section 6141 - Wiring Devices. 6. Section 6160 - Cabinets and Enclosures. 7. Section 6180 - Equipment Wiring Systems. S. Section 6190 - Supporting Devices. 9. Section 6195 - Electrical Ideni fication. 0. Section 6420 - Service Entrance. 1. Section 6425 - Switchboards. 2. Section 6430 - Metering. 3. Section 6450 - Grounding. 4. Section 6470 - Panelboards. 5. Section 6483 - Motor Starters. 6. Section 6491 - Disconnect Switches. 7. Section 6501 - Lamps. 8. Section 6502 - Ballast and Accessories. 9. Section 6503 - Poles and Standards. 20. Section 6510 - Lighting Fixtures. 21. Section 6530 - Site Lighting. 22. Section 6536 - Self- Contained Emergency Lighting Units. 23. Section 6721 - Fire Alarm System. 24. Section 6741 - Telephone Raceway System. 25. Section 6781 - Television Distribution System. 26. Section 6921 - Mechanical Equipment Controls. dollars, in lawful money of the United States of America. 0 0 3 I 0 - 12 . Fumish the required bonds within seven days of receipt of Notice of Award in the form described in Supplementary Conditions. Commence work within fifteen (14) days after written Notice to Proceed. If this Bid is accepted within the time stated, and we fail to commence the Work or we fail to provide the required Bonds, the surety deposit shall be forfeited as damages to the Owner by reason of our failure, limited in amount to the lesser or the face value of the security deposit or the difference between this Bid and the Bid upon which the Contract is signed. In the event our Bid is not accepted within the time stated above, the required security deposit shall be returned to the undersigned, in accordance with the provisions of the Instructions to Bidders; unless a mutually satisfactory arrangment is made for its retention and validity for an extended period of time. ! 0.34 CHANGES TO THE WORK Changes in the Work will be net cost plus a percentage fee in accordance with Supplementary Conditions. On work deleted from the Contract, our credit to the Owner shall be the Architect approved net cost plus the overhead and profit percentage noted above. 00310 - 13 0.35 ADDENDA The following Addenda have been received. The modifications to the Bid. Documents noted therein have been considered and all costs thereto are included in the Bid Sum. Addendum ND. Dated Addendum No. Dated Addendum No. Dated Addendum No. : Dated 0.36 BID FORM SIGNATURE(S) The Corporate Seal of (Please print full name of your Proprietorship, Partnership, or Corporation) was hereto affixed in the presence of: (Authorized signing officer Title) (Seal) (Authorized signing officer Title) Licenses No. (If the Bid: is a joint venture or partnership, add additional 'forms of "execution for.eoch member of the joint venture in the appropriate form or forrvs as above). ' THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A201 /CM CONSTRUCTION MANAGEMENT EDITION General Conditions of the Contract for Construction THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED. 1980 EDITION TABLE OF ARTICLES 1. CONTRACT DOCUMENTS 8. TIME 2. ADMINISTRATION OF THE 9. PAYMENTS AND COMPLETION CONTRACT 10. PROTECTION OF PERSONS AND 3. OWNER PROPERTY 4. CONTRACTOR 11. INSURANCE 5. SUBCONTRACTORS 12. CHANGES IN THE WORK 6. WORK BY OWNER OR BY 13. UNCOVERING AND CORRECTION SEPARATE CONTRACTORS OF WORK 7. MISCELLANEOUS PROVISIONS 14. TERMINATION OF THE CONTRACT Copyright 1975, • 1910, by The American Institute of Architects, 1755 Now York Avenue, N.W.,.Washingaon, O.C. 70008.. Reproduction of tire material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUMENT AINIICI • GENERAL CONDITIONS Of THE CONTRACT TOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 1110 EDITION • AIM • • 1t1 • THE AMERICAN INSTITUTE Of ARCHITECTS, 1731 NEW MORE AVI., N.W., WASHINGTON, O.C. MM A211/0M —1!M 1 INDEX Acceptance of Defective of Non - Conforming Work 6.2.2, 13,3 Acceptance of Work 9 5.5, 9.8.1, 9.9.1, 9.9.3 Access to Work 2.3.6, 6.2.1 Accident Prevention 2 3.5, 10 Acts and Omissions 418.3, 7.4, 7.6.2, 8.3.1, 10.5 Addenda, Definition of 11.1 Additional Costs, Claims for 12.3 ADMINISTRATION Of THE CONTRACT 2, 4.3.3 Agreement, Extent of 11,1.2 All Risk Insurance 11.3.1 Allowances 4.8 Applications for Payment, Contractor's 2 3.8, 9.2.1, 93.1, 9.3.3.,9.5.3,9.7.1,9.8.2, 9.9.1,9.9.3,9.9.5,113.1,142.2 Applications for Payment, Project 2 3.8, 2.3.9, 9.3.1, 9.4, 9.6.1, 9.7.1 Approvals 2 3.18, 3.4, 4.3.3, 4.5, 4.12.4, 4.12.5, 4.12.6, 4.12.8, 4.13.2, 7.7, 9.3.2 Arbitration 2 3.15, 2.3.23, 6.2.5, 7.9, 8:3.1, 11.3.7, 11.3.8 Architect, Definition of 2.1 Architect, Extent of Authority 2.3, 3.4, 4.12.8, 5.2, 7.7.2, 8.1.3, 8.1.4, 8.3.1, 9.2, 9.3.1, 9.4, 9.5.3, 9.6, 9.8, 9.9.1, 9.9,3, 12.1.1, 12.1.4, 12.3.1, 12.4.1, 13.1, 13.2.1, 13.2.5, 14.2 Architect, Limitations of Authority and Responsibility 2.3.2 through 2.3.5, 2.3.13 through 2.3.18, 2.3.22, 412.6, 5.2.1, 9.4.2, 9.5.4, 9.5.5, 12.4 Architect's Additional Services ...3.4, 7.7.2, 13.2.1, 13.2.5, 14.2.2 Architect's Approvals 2 3.18, 3.4, 4.5, 4.12.6, 4.12.8, 4.18.3 Architect's Authority to Reject Work ....2.3.16, 4.5, 13.1.2, 13.2 Architect's Copyright 13 Architect's Decisions 2 3.10 through 2.3.16, 7.7.2, 7.9.1, 9.2, 9.4, 9.6.2, 9.8.1, 12.1.4, 12.3.1 Architect's Inspections 2 3.16, 2.3.21, 9.4.2, 9.8.1, 9.9.1 Architect's Instructions 2.3.16, 2.3.19, 7.7.2, 12.4, 13.1 Architect's Interpretations 2 3.10 through 2.3.13, 12.3.2 Architect's On -Site Observations 2 3.4, 2.3.6, 2.3.9, 7.7.1, 7.7.4, 9.4.2, 9.6.1, 9.9.1 Architect's Relationship with Contractor 1 1.2, 2.3.5, 2.3.6, 2.3.13, 2.3.16, 4.3.3, 4.5, 4.7.3, 4.12.6, 4.18, 11.3.6 Architect's Relationship with Subcontractors 1 1.2, 2.3.16, 9.5.3, 9.5.4 Architect's Representations 9 4.2, 9.6.1, 9.9.1 Artistic Effect 1 2.3, 2.3.14, 2.3.15, 7.9.1 Attorneys' Fees 418.1, 6.2.5, 9.9.2 Award of Separate Contracts 61.1 Award of Subcontracts and Other Contracts for Portions of the Work 5 2 Boiler and Machinery Insurance 11.3.2 Bonds, Lien 9.3.3, 9.9.2 Bonds, Performance, Labor and Material Payment 7.5, 9.9.3 Building Permit 4 7 Certificate of Substantial Completion ....9.8.1, 9.8.2, 9.8.3, 9.8.4 Certificates of Inspection, Testing or Approval 7.7.3 Certificates of Insurance 9.3.2, 11.1.4 Certificates for Payment, Project 2 3.9, 2.3.21, 9.4, 9.5.1, 9.5.5, 9.6.1, 9.7.1, 9.8.2, 9.9.1, 9.9.3, 12.1.4, 14.1.1, 14.2.2 Change Orders 1 1.1, 2.3.19, 3.4, 4.8.2.3, 4.11.1, 5.2.3, 7.7.2, 8.3.1, 9.7, 9.9.3, 11.3.1, 113.5, 11.3.7, 12.1, 12.2.1, 12.3.1, 13.1.2, 13.2.5, 13.3.1 Change Orders, Definition of 12.1.1 CHANGES IN THE WORK 2 3.19, 4.11.1, 12 Claims for Additional Cost or Time 8 3.2, 8.3.3, 12.2.1, 12.3 Claims for Damages 61.1, 6.2.5, 7.4, 8.3, 9.6.1.2 Claims and Disputes Between Contractor and Owner 2.3.12, 2.3.15, 2.3.23, 4.18.2, 7.9 Cleaning Up 415, 6.3 Commencement of the Work, Conditions Relating to .3.2.1, 4.2, 4.7.1, 4.10, 5.2.1, 6.2.2, 7.5, 9.2, 11.1, 11.3.4 Communications 2 3.2, 3.2.6, 4.9.1, 4.16 Completion, Conditions Relating to ...2.3.21, 4.11, 4.15, 9.4.2, 9.9, 13.22 COMPLETION, PAYMENTS AND 9 Completion of the Project, Substantial 81.4, 9.8.3, 9.84, 9.9.4, 9.9.5, 9.9.6, 13.2.1, 13.22 Completion of the Work, Substantial 23.21, 8.1.1, 8.1.3, 8.2.2, 9.8, 9.4.2, 9.9.3, 11.3.9 Compliance with Laws 1 3, 2.1.1, 4.6, 4.7, 4.13, 7.1, 7.6.1, 7.7.1, 10.2.2, 14.2.1 Concealed Conditions 12.2 Consent, Written 23.22, 4.14.2, 7.2, 7.6.2, 9.8.1, 9.9.2, 9.9.3, 11.3.9 Construction Manager, Definition of 2.2 Construction Manager's Approval 410.1, 4.13 2 Construction Manager's Additional Services 3.4, 7.7.2, 132.1,13.2.3,14.2.2 Construction Manager's Authority and Responsibility 2.3.3, 2.3.5, 2.3.16, 2.3.10, 2.3.22, 4.8.1, 4.17.1, 4.18.3, 7.7.4, 9.2, 10.2.5, 11.34, 12.1.4, 14.1.1 Construction Manager's Confirmation 9 9.3 Construction Manager's Consultation with the Architect .2.3.12, 2.3.16, 2.3.19, 2.3.21, 3.4.1, 9.6.1, 9.8.1, 12.1.4, 12.3.1, 14.2.1 Construction Manager's Coordination and Scheduling 2.3.7, 2.3.17, 4.3,1, 4.10.1, 4.12.4 Construction Manager's Decisions 6.3, 8.3.1 Construction Manager's Determinations ..2.3.3, 6.3.1, 7.7.2, 8.3.1 Construction Manager's interests 113.1, 11.3.2 Construction Manager's Recommendations ....2.38, 2.3.9, 9.3.1, 9.4.1, 9.7.1, 9.9.1, 12.1.1 Construction Manager's Relationship with Architect 11.2, 2.3.1, 2.3.3, 2.3.21 Construction Manager's Relationship with Contractor 1 1.2, 2.3.15, 2.3.16, 3.2.6, 4.2.1, 4.3,3, 4.5, 4.7.3, 4.11.1, 4.12.4, 4.12.6,. 4.16.1, 4.17.1, 4.18, 5.2, 6.2.1, 6.2.2, 7.6.2, 7.7, 7.9.1, 7.9.2, 8.3.1, 8.3.2, 9.4.1, 9.5.4, 9.8.1, 9.9.1, 10.2.6, 11.1.4, 11.3.6 Construction Manager's Relationship with Subcontractors 1 1.2, 2.3.16, 5.3.1 Construction Manager's Review 2 3.8, 2.3.17, 5.2.1 Construction Schedule, Contractor's 410 Contract, Definition of 1.1.2 Contract Administration 2 3, 4.3.3 Contract Award and Execution, Conditions Relating to 4 7.1, 4.10, 5.2, 7.5,11.1,11.34 CONTRACT DOCUMENTS 1 Contract Documents, Copies Furnished and Use of 13, 3.2.5, 5.3 Contract Documents, Definition of 11.1 Contract Modifications 11,1,12 Contract Sum, Definition of 9.9.1 Contract Termination 14 Contract Time, Definition of 8.1.1 CONTRACTOR ' 4 Contractor, Definition of 41, 6.12 Contractor's Construction Schedule 4.10 2 A201 /CM --1910 MA DOCUMENT ASMIOa • GENERAL CONDITIONS Of THE CONTRACT FOR CONSTRUCTION CONSTRUCTION. MANAGEMENT EDITION • RUNE 1100 EDITION • MAC • • MR • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 30000 Contractor's Employees 4 3.2, 4.4.2, 4.8.1, 4.9, 4.18, 10.2.1 through 10.2.4, 10.2.6, 10.3, 11.1.1 Contractor's Liability Insurance 11.1 Contractor's Relationship with Architect 1 1.2, 2.3.5, 2.3.6, 2.3.13, 2.3.16, 4.3.3, 4.5, 4.7.3, 4.12.6, 4.18, 11.3.6 Contractor's Relationship with Construction Manager 1 1.2, 2.3.15, 2.3.16, 3.2.6, 4.2.1, 4.3.3, 4.5, 4.7.2, 4.11.1, 4.12.4, 4.12.6, 4.16.1, 4.17.1, 4.18, 5.2, 6.2.1, 6.2.2, 7.6.2, 7.7, 7.9.1, 7.9.2, 8.3.1, 8.3.2, 9.4.1, 9.5.4, 9.8.1, 9.9.1, 10.2.6, 11.1.4, 11.3.6 Contractor's Relationship with Separate Contractors and Owner's Forces 3 2.7, 6 Contractor's Relationship with Subcontractors 1 2.4, 5.2, 5.3, 9.5.2, 11.3.3, 11.3.6 Contractor's Representations 1 2.2, 4.5, 4.12.5, 9.3.3 Contractor's Responsibility for Those Performing the Work 4 3.2, 4.18, 10 Contractor's Review of Contract Documents ....1.2.2, 4.2, 4.7.3 Contractor's Right to Stop the Work 9 7 Contractor's Right to Terminate the Contract 14.1 Contractor's Submittals 2 3.18, 4.10, 4.12, 5.2.1, 5.2.3, 9.2, 9.3.1, 9.8.1, 9.9.2, 9.9.3 4 9,10.2.6 Contractor's Superintendent Contractor's Supervision and . Construction Procedures Contractual Liability Insurance Coordination and Correlation 1 2.4, 2.3.5, 4.3, 4.4, 10 11.1.3 1 2.2, 1.2.4, 4.3.1, 4.10.1, 4.12.5, 6.1.3, 6.2.1 Copies Furnished of Drawings and Specifications ..1.3, 3.2.5, 5.3 Correction of Work 3 3, 3.4, 10.2.5, 13.2 Cost, Definition of 12.1.4 Costs 3.4, 4.8.2, 4.15.2, 5.2,3, 6.1.1, 6.2.3, 6.2.5, 6.3, 7.7.1, 7.7.2,9.7,11.3.1,11.3.5,12.1.3 ,12.1.4,12.3,13.1.2,13.2,14.2.2 Cutting and Patching of Work 414 Damage to the Work 414.2, 10.2.1.2, 10.2.7, 11.3.1 Damage to Work 414.2, 4.18.1, 6.2.4, 6.2.5, 9.6.15, 10.2.1.3, 10.2.2, 10.2.5, 10.3, 13.2.6 Damages, Claims for 61.1, 6.2.5, 7.4, 9.6.1.2 Damages for Delay 61.1, 8.3.4, 9.7 Day, Definition of 8.1.5 Decisions of the Architect 2 3.10 through 2.3.16, 7.7.2, 7.9.1, 9.2, 9.4, 9.6.1, 9.8.1, 12.1.4, 12.3.1 Decisions of the Construction Manager 6 3, 8.3.1 Defective or Non-Conforming Work, Acceptance, Rejection and Correction of 2 3.4, 2.3.16, 3.3, 3.4, 4.5, 6.2.2, 6.2.3, 9.6.1.1, 9.9.4.2, 13 Definitions 11, 2.1, 2.2, 3.1, 4.1, 4.12.1 through 4.12.3, 5.1, 6.1.2, 8.1, 9.1.1, 12.1.1, 12.1.4 Delays and Extensions of Time 8 3 Disputes 2 3.12, 2.3.15, 2.3.23, 6.2.5, 6.3, 7.9.1 Documents and Samples at the Site 411 Drawings and Specifications, Use and Ownership of 1 3, 3.2.5, 4.11, 5.3 Easements 3 2.3 Emergencies 10.3 Employees, Contractor's 4 3.2, 4.4.4, 4.8.1, 4.9, 4.18, 10.2.1 through 10.2.4, 10.2.6, 10.3, 11.1.1 Equipment, Labor, Materials and 11.1, 4.4, 4.5, 4.12, 4.13, 4.15.1, 6.2.1, 9.3.2, 9.3.3, 9.6.1.3, 9.92, 10.2.1.2, 11.3.1, 12.1.4, 13.2.2, 13.2.5, 14 Execution and Progress of the Work 1 1.3, 1.2.3, 2.3.4, 2.3.5, 2.3.11, 4.2, 4.4.1, 4.5, 4.7.1, 6.2.2, 7.9.3, 8.2.2, 8.3.1, 8.3.2, 9.6.1, 10.2.3, 10.2.4, 14.2 Execution, Correlation and Intent of the Contract Documents 1 2, 4.7.1 Extensions of Time 8.3, 12.1.1, 12.1.2 Failure of Payment by Owner 9 7, 14.1 Failure of Payment of Subcontractors 96.1.3, 9.9.2, 14.2.1 Failure to Carry out the Work 2 3.5 Final Completion and Final Payment ...2.3.15, 2.3.21, 9.9, 13.3.1 Financial Arrangements, Owner's 3.2.1 Fire and Extended Coverage Insurance 11.3.1 Goveming Law 71 ndemnification 417, 4.18, 6.2.5, 9.9.2 dentification of Contract Documents 1.2.1 dentification of Subcontractors and Suppliers 5.2.1 nformation and Services Required of the Owner 3.2, 6.1, 9, 11.2, 11.3 nspections 2 3.16, 2.3.21, 43.3, 7.7, 12.1.2, 9.9.1 nstructions to Bidders 1.1.1 nstructions to the Contractor 2 3.2, 3.2.6, 4.8.1, 7.7.2, 12.1.2, 12.1.4 NSURANCE 9.8.1,11 nsurance, Contractor's Liability 11.1 nsurance, Loss of Use 11.4 nsurance, Owner's Liability 11.2 nsurance, Property 11.3 nsurance, Boiler and Machinery 11.3.2 nsurance, Special Hazards 11.3.5 nsurance, Stored Materials 9 3.2, 11.3.1 nsurance Companies, Consent to Partial Occupancy 11.3.9 nsurance Companies, Settlement With 11.3.8 ntent of the Contract Documents 1 2.3, 2.3.10, 2.3.13, 2.3.14, 12.4 nterest 7 8 nterpretations, Written 1 1.1, 2.3.11, 2.3.12, 2.3.13, 12.4 Labor, Materials and Equipment 1 1.3, 4.4, 4.5, 4.12, 4.13, 4.15.1, 6.2.1, 9.3.2, 9.3.3, 9.6.1.3, 9.2.2, 10.2.1.2, 11.3.1, 12.1.4, 13.2.2, 13.2.5, 14 Labor and Material Payment Bond 7.5 Labor Disputes 8.3.1 Laws and Regulations 13, 2.1.1, 4.6, 4.7, 4.13, 7.1, 7.6.1, 7.7.1, 10.2.2, 14 Liens 9 3.3, 9.9.2, 9.9.4.1 Limitations of Authority 2 3.2, 11.3.8, 12.4.1 Limitations of Liability 2 3.13, 2.3.16, 2.3.18, 3.3, 4.2, 4.7.3, 4.12.6, 4.17, 4.18, 6.2.2, 7.6.2, 9.4.2, 9.5.4, 9.9.4, 9.9.5, 10.2.5, 11.1.2, 11.3.6 Limitations of Time, General 2.3.11, 2.3.18, 3.2.1, 3.2.4, 4.2,4.7.1,4.7.3,4.12 .4,415.1,521,5.2.3,6.2.2,7.4, 7.7, 7.9.2, 8.2, 9.5.2, 96.1, 9.8, 9.9, 11.3.1, 11.3.4, 11.3.9, 12.1.4, 12.4, 13.2.1,13.2.2, 13.23 Limitations of Time, Specific 3.4, 4.10, 7.92, 6.2, 8.3.2, 8.3.3, 9.2, 9.3.1, 9.41, 9.5.1, 9.7, 11.1.4, 11.34 12.2 ,12.3.1,13.2.2,13.2.7,14.1,142.1 Limitations, Statutes of 7 92,13.22,13.27 Loss of Use Insurance 11.4 AIA DOCUMENT A31UCM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 1!p EDITION • AIM • • 1110 • 1111 AMERICAN INSTITUTE Of ARCHITECTS, 1733 NEW YORK AVE., N.W., WASHINGTON, D.C. 30116 A3M /CM -19111 3 Materials, Labor and Equipment 1 1.3, 4.4, 4.5, 4.12, 4.13, 4.15.1, 6.2.1, 9.3.2, 9.3.3, 9.6.1.3, 9.9.2, 10.2.1.2 ,11.3,1,12.1.4,13.2.2,13.2.5,14 Material Suppliers 412.1, 5.2.1, 9.3.3 Means, Methods, Techniques, Sequences and and Procedures of Construction 2 3.5, 4.3.1, 9.4.2 Minor Changes in the Work 1 1.1, 2.3.19, 12.4 MISCELLANEOUS PROVISIONS ....7 Modifications, Definition of 11.1 Modifications to the Contract 1 1.1, 1.1.2, 2.3.2, 2.3.22, 4.11.1, 4.7.3, 12 62 Mutual Responsibility Non - Conforming Work, Acceptance of Defective or 13.3 Notice, Written 2 3.11, 2.3.15, 4.2, 4.7.3, 4.7.4, 4.9, 4.12.6, 4.12.7, 5.2.1, 7.3, 7.4, 7.9.2, 8.1.2, 8.3.2, 8.3.3, 9.4.1, 9.6.1, 9.7, 9.9.1, 9,9.5, 10.2.6, 11.1.4, 11.3.1, 11,3.5, 11.3.7, 11.3.8, 12.2, 12.3, 13.2.2, 13,2.5, 14 Notices, Permits, Fees and 2 3.2, 4.7, 4.13.1, 10.2.2 Notice of Testing and Inspections 7 7 Notice to Proceed 81.2 Observations, Contractor's 1 2.2, 4.7.3 Occupancy 81.3, 8.1.4, 9.5.5, 11,3.9 On -Site Inspections by the Architect 2 3.16, 2.3.21, 9.4.2, 9.8.1, 9.9.1 On -Site Observations by the Architect 2 3.4, 2.3.6, 2.3.9, 7.7.1, 7.7.4, 9.4.2, 9.6.1, 9,9.1 Orders, Written 3 3, 4.9, 12.1.4, 12.4.1, 13 1 OWNER 3 Owner, Definition 31 Owner, Information and Services Required of the 3 2, 4.7.1, 6.1,3, 6.2, 9, 11.2, 11.3 Owner's Authority 2.3.21, 7.7.2, 9.3.1, 9.3.2, 9.8.1, 11.3.8, 12.1.2, 12.1.4 Owner's Financial Capability 3 2.1 Owner's liability Insurance 11.2 Owner's Relationship with Subcontractors 1 1.2, 9.5.4 Owner's Right to Carry Out the Work 3 4, 13.2.4 Owner's Right to Clean Up 415.2, 6.3 Owner's Right to Perform Work and to Award Separate Contracts 61 Owner's Right to Terminate the Contract 14.2 Owner's Right to Stop the Work 3 3 Ownership and Use of Documents 1 3, 3.2.5, 5.3 Patching of Work, Cutting and 414 Patents, Royalties and 417.1 Payment Bond, Labor and Material 7 5 Payment, Contractor's Applications for 2.3.8, 9.2, 9.3, 9.4, 9.5.3, 9.6.1, 9.7.1, 9.8.2, 9.9.1, 9.9.5, 14.2.2 Payment, Project Certificates for 2 3.9, 2.3.21, 9.4, 9.5.1, 9.5.5, 9.6.1, 9.7.1, 9.8.2, 9.9.1, 9.9.3, 12.1.4, 14.1.1, 14.2.2 Payment, Failure of 9 5.2, 9.6.1.3, 9.7, 9.9.2, 14 Payment, Final 2.3.15, 2.3.21, 9.9, 13.3.1 Payments, Progress 7 8, 7.93, 9.5.5, 9.8.2, 9.9.3, 12.1.4 PAYMENTS AND COMPLETION 9 Payments to Subcontractors 9.5.2, 9.5.3, 9.5.4, 9.6.1.3, 11.3.3, 14.2.1 Payments Withheld 96 Performance Bond and Labor and Material Payment Bond 7.5 Permits, Fees and Notices 3 2.3, 4.7, 4.13, 102.2 PERSONS AND PROPERTY, PROTECTION Of 18 Product Data, Definition of 14.2.2 Product Data, Shop Drawings, Samples and ...2.3.18, 4.21, 4.12 Progress and Completion 2 3.4, 7.9.3, 8.2 7 8, 7.9.3, 9.5.5, 9.8.2, 9.9.3, 12.1.4 11.4 Progress Payments Project, Definition of Project Construction Schedule 410 Property Insurance 11.3 PROTECTION OF PERSONS AND PROPERTY 111 Record Documents 411 Regulations and Laws 1 3, 2.1.1, 4.6, 4.7, 4.13.1, 7.1, 10.22, 14 Rejection of Work 2 3.16, 4.5.1, 13.2 Releases of Waivers and Liens 99.2, 9.9.4 Representations 1 2.2, 4.5, 4.12.5, 9.4.2, 9,6.1, 9.9.1 Representatives ,...2.1, 2.2, 2.3.2, 23.22, 3.1, 4.1, 4.9, 5.1, 9.3.3 Responsibility for Those Performing the Work 2.3.5, 4.3.2, 6.13, 6.2, 9.8.1 Retainage 9.3.1, 9.5.2, 9.8.2, 9.9.2, 9.9.3 Review of Contract Documents by the Contractor 1.22, 4.2, 4.7.3 Reviews of Contractor's Submittals by Owner and Architect 2 3.18, 4.10, 4.12, 5.2.1, 5.2.3, 9.2 Rights and Remedies 1 1.2, 2.3.15, 2.3.16, 3.3, 3.4, 5.3, 6.1, 6.3, 7.6, 7.9, 8.3.1, 9.6.1, 9.7, 10.3, 12.1.2, 12.2, 13.2.2, 14 417 Royalties and Patents Safety of Persons and Property 10.2 Safety Precautions and Programs 2 3.5, 10.1 Samples, Definition of 412.3 Samples, Shop Drawings, Product Data and 2 3.17, 23.18, 4.2, 4.12 Samples at the Site, Documents and 411 Schedule, Contractor's Construction 410 Schedule, Project Construction 410 Schedule of Values 9 2 Separate Contracts and Contractors 4.14.2, 6, 11.3.6, 13.1.2 Shop Drawings, Definition 4'12.1 Shop Drawings, Product Data and Samples 2 3.17, 2.3.18, 4.2, 4.12 Site, Use of 4 13, 6.2.1 Site Inspections 12.2, 2.3.4, 23.21, 7.7, 9.8.1, 9.9.1 Site Visits, Architect's 2 3.4, 2.3.6, 2.3,9, 7.7.1, 7.7.4, 9.4.2, 9.6.1, 9.9.1 Special Inspection and Testing 2.3.16, 7.7 Special Hazards Insurance 11.33 Specifications 11.1, 1.2.4, 1.3 Statutes of Limitations 7 9.2, 13.2.2, 13.2.7 Stopping the Work 3 3, 9.7.1, 10.3, 14.1 Stored Materials 6 2.1, 9.3.2, 101.1.2, 11.3.1, 13.25 SUBCONTRACTORS 1 Subcontracton, Definition of 511 Subcontractors, Work by 1 2.4, 2.3.5, 4.3.1, 4.32 Subcontractual Relations 5.3 Submittals 1 3, 2.3.18, 4.10, 4.12, 5.2.1, 52.3, 9.2, 9.3.1, 9.8.1, 9.9.1, 99.3 4 A201 /04-11I0 AIA DOCUMENT ASHICM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 1110 EDITION • AIM • • 111110 • TNI AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 25086 Subrogation, Waiver of 11.3.6 Substantial Completion of the Project " 8 1.4, 9.8.3, 9.8.4, . ' . 9.9.4, 9.9.5, 9.9.6, 13.2.1, 13.2.2 Substantial Completion of the Project, Definition of 8.1.4 Substantial Completion of the Work 2 3.21, 8.1.1, 8.1.3, 8.2.2,9.4.2, 9.8, 9.9.3, 11.3.9 Substantial Completion of the Work, Definition of 8 1.3 Substitution of Subcontractors 5 2.3, 5.2.4 Substitution of the Architect 2 3.23 Substitution of the Construction Manager 2 3.23 Substitutions of Materials 4 5, 12.1.4 Sub-subcontractors, Definition of 5 1.2 Subsurface Conditions 12.1.1 Successors and Assigns 7.2 Supervision and Construction Procedures ...... —1.2.4, 23.3, Superintendent, Contractor's Surety, Consent of Surveys 4.3, 4.4, 10 4 9, 10.2.6 9 9.2, 9.9.3 3 2.2, 4.18.3 Taxes 46 Termination by the Contractor 14.1 Termination by the Owner 14.2 Termination of the Architect 2 3.23 Termination of the Construction Manager 2 3.23 TERMINATION OF THE CONTRACT 14 Tests 2 3.16, 4,33, 7.7, 94.2 TIME Time, Definition of 81 Time, Delays and Extensions of 8 3, 12.1, 12.3, 13.27 • • Time Limits, Specific Title to Work 3 4, 4.10, 7.9.2, 8.2, 8.3.2, 8.3.3, 9.2, 9.3.1, 9.4.1, 9.51, 9.7, 11.1.4, 11.3.8, 12.2, 12.3.1, 13.2.2, 13.2.7, 14.1, 14.2.1 9 3.2, 9.3.3 UNCOVERING AND CORRECTION Of WORK 13 Uncovering of Work 13.1 Unforseen Conditions 8 3.1, 12.2 Unit "Prices 12.1.3.2, 12.1.5 Use of Documents 1.3, 3.2.5, 5.3 Use of Site 413, 6.2.1 Values, Schedule of 92 Waiver of Claims by the Contractor ....7.6.2, 8.3.2,9.9.5, 11.3.6 Waiver of Claims by the Owner 7 6.2, 9.9.4, 11.3.6, 11.4.1 Waiver of Liens 99.2 Warranty and Warranties 2 3.21, 43, 9.3.3, 9.8.4, 9.9.4, 13.2.2, 13.2.7 Weather Delays 8.3.1 Words, Recognized Meaning of 1.2.3 Work, Definition of 1 1.3 WORK IV OWNER OR SY SEPARATE CONTRACTORS 6 Written Consent 2 3.22, 4.14.2, 7.2, 7.6,2, 9.8.1, 9.93 Written Interpretations 1 1 1, 2.3.11, 12.32 Written Notice 2 3.11, 2.3.15, 4.2, 4.7.3, 4.7.4, 4.9, 4.12.6, 4.12.7, 5.2,1, 7.3, 7.4, 7.7.2, 7.9.2, 8.1.2, 8.3.2, 8.3.3, 9.4.1, 9.6.1, 9.7, 9.9.1, 10.2.6, 11.1.4, 11.3.1, 11.3.5, 11.3.7, 11.3.8,12.2, 12,3,13,2.2, 13.2.5, 14 Written Orders 3 3, 4.9, 12.1.4, 12.4.1, 13.1 • • •• •.• ,•• • • • f. f;•:, •.-;; „, .•. AIA DOCUMINT;A:11/04 • GENERAL CONDITIONS OF THE .CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNI 111110 EDITION • ;MA* • • 1100 • THU' AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVE.; N.W.; WASHINGTON, O.C. 30101 421111/66-='-1tell 5 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 CONTRACT DOCUMENTS 1,1 DEFINITIONS 1,1,1 THE CONTRACT DOCUMENTS The Contract Documents consist of the Owner - Contractor Agreement, the Conditions of the Contract (General, Sup- plementary and other Conditions), the Drawings, the Specifications, and all Addenda issued prior to and all .Modifications issued after execution of the Contract. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a written interpretation issued by the Architect pursuant to Sub- paragraph 2.3.11, or (4) a written order for a minor change in the Work issued by the Architect pursuant to Paragraph 12.4, The Contract Documents do not include Bidding Documents such as the Advertisement or Invita- tion to Bid, the Instructions to Bidders, 'sample forms, the Contractor's Bid or portions of Addenda relating to any of these, or any other documents unless specifically enu- merated in the Owner - Contractor Agreement. 1,1.2 THE CONTRACT The Contract Documents form the Contract for Construc- tion, This Contract represents the entire and integrated agreement between the parties hereto and supersedes all prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modi- fied only by a Modification as defined in Subparagraph 1,1.1. The Contract Documents shall not be construed to create any contractual relationship of any kind between the Architect and the Contractor, between the Construc- tion Manager and the Contractor or between the Archi- tect and the Construction Manager, but the Architect and the Construction Manager shall be entitled to perform- ance of the obligations of the Contractor intended for their benefit and to enforcement thereof. Nothing con- tained in the Contract Documents shall create any con- tractual relationship between the Owner, the Construc- tion Manager or the Architect and any Subcontractor or Sub - subcontractor. 1.1.3 THE WORK The Work comprises the completed construction required of the Contractor by the Contract Documents, and in- cludes all labor necessary to produce such construction, and all materials and equipment incorporated or to be incorporated in such construction. 1.1.4 THE PROJECT The Project, as defined in the Owner- Contractor Agree- ment, is the total construction of which the Work per- formed under the Contract Documents is a part. 1.2 EXECUTION, CORRELATION AND INTENT 1.2.1 The Contract Documents shall be signed in not less than quadruplicate by the Owner and the Contractor. If either the Owner or the Contractor or both do not sign the Conditions of the Contract, Drawings, Specifications or any of the other Contract Documents, the Architect shall identify such Documents. 1.2.2 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, be- come familiar with the local conditions under which the Work is to be performed, and has correlated personal observations with the requirements of the Contract Docu- ments. 1.2.3 The intent of the Contract Documents is to include all items necessary for the proper execution and comple- tion of the Work. The Contract Documents are comple- mentary, and what is required by any one shall be as binding as if required by all. Work not covered in the Contract Documents will not be required unless it is con- sistent therewith and is reasonably inferable therefrom as being necessary to produce the intended results. Words and abbreviations which have well -known technical or trade meanings are used in the Contract Documents in accordance with such recognized meanings. 1.2.4 The organization of the Specifications into divi- sions, sections and articles, and the arrangement of Draw- ings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. 1.3 OWNERSHIP AND USE OF DOCUMENTS 1.3.1 All Drawings, Specifications and copies thereof furnished by the Architect are and shall remain the prop- erty of the Architect. They are to be used only with re- spect to this Project and are not to be used on any other project. With the exception of one contract set for each party to the Contract, such documents are to be returned or suitably accounted for to the Architect on request at the completion of the Work. Submission or distribution to meet official regulatory requirements or for other pur- poses in connection with the Project is not to be con- strued as publication in derogation of the Architect's common law copyright or other reserved rights. ARTICLE 2 ADMINISTRATION OF THE CONTRACT 2,1 THE ARCHITECT 2.1.1 The Architect is the person lawfully licensed to practice architecture, or an entity lawfully practicing ar- chitecture, identified as such in the Owner - Contractor Agreement. The term Architect means the Architect or the Architect's authorized representative. 2.2 THE CONSTRUCTION MANAGER 2.2.1 The Construction Manager is the person or entity identified as such in the Owner - Contractor Agreement. The term Construction Manager means the Construction Manager or the Construction Manager's authorized representative. 2,3 ADMINISTRATION OF THE CONTRACT 2.3.1 The Architect and the Construction Manager will MA DOCUMENT ATIN /CM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 1910 EDITION • AIM • 01110 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 200011 A201 /CM —1960 6 provide administration of the Contract as hereinafter described. 2.3.2 The Architect and the Construction Manager will be the Owner's representatives during construction and until final payment to all contractors is due. The Archi- tect and the Construction Manager will advise and con- sult with the Owner. All instructions to the Contractor shall be forwarded through the Construction Manager. The Architect and the Construction Manager will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, unless otherwise modified by written instrument in accordance with Sub- paragraph 2.3.22. 2.3.3 The Construction Manager will determine in gen- eral that the Work of the Contractor is being performed in accordance with the Contract Documents, and will en- deavor to guard the Owner against defects and deficien- cies in the Work of the Contractor. 2.3.4 The Architect will visit the site at intervals appro- priate to the stage of construction to become generally familiar with the progress and quality of the Work and to determine in general if the Work is proceeding in accord- ance with the Contract Documents. However, the Archi- tect will not be required to make exhaustive or con- tinuous on -site inspections to check the quality or quan- tity of the Work. On the basis of on -site observations as an architect, the Architect will keep the Owner informed of the progress of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work of the Contractor. 2.3.5 Neither the Architect nor the Construction Man- ager will be responsible for or have control or charge of construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, and neither will be respon- sible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. Neither the Architect nor the Construction Manager will be respon- sible for or have control or charge over the acts or omis- sions of the Contractor, Subcontractors, or any of their agents or employees, or any other persons performing any of the Work. 2.3.6 The Architect and the Construction Manager shall at all times have access to the Work wherever it is in preparation and progress. The Contractor shall provide facilities for such access so that the Architect and the Construction Manager may perform their functions under the Contract Documents. 2.3.7 The Construction Manager will schedule and coor- dinate the Work of all contractors on the Project includ- ing their use of the site. The Construction Manager will keep the Contractor informed of the Project Construction Schedule to enable the Contractor to plan and perform the Work properly. 2.3.8 The Construction Manager will review all Applica- tions for Payment by the Contractor, including final pay- ment, and will assemble them with similar applications from other contractors on the Project into a combined Project Application for Payment. The Construction Man- ager will then make recommendations to the Architect for certification for payment. 2.3.9 Based on the Architect's observations, the recom- mendations of the Construction Manager and an evalua- tion of the Project Application for Payment, the Architect will determine the amount owing to the Contractor and will issue a Project Certificate for Payment incorporating such amount, as provided in Paragraph 9.4. 2.3.10 The Architect will be the interpreter of the re- quirements of the Contract Documents and the judge of the performance thereunder by both the Owner and the Contractor. 2.3,11 The Architect will render interpretations neces- sary for the proper execution or progress of the Work, with reasonable promptness and in accordance with agreed upon time limits. Either party to the Contract may make written request to the Architect for such interpreta- tions. 2.3.12 Claims, disputes and other matters in question between the Contractor and the Owner relating to the execution or progress of the Work or the interpretation of the Contract Documents shall be referred initially to the Architect for decision. After consultation with the Construction Manager, the Architect will render a deci- sion in writing within a reasonable time. 2.3.13 All interpretations and decisions of the Architect shall be consistent with the intent of and reasonably in- ferable from the Contract Documents and will be in writ- ing or in graphic form. In this capacity as interpreter and judge, the Architect will endeavor to secure faithful per- formance by both the Owner and the Contractor, will not show partiality to either, and will not be liable for the result of any interpretation or decision rendered in good faith in such capacity. 2.3.14 The Architect's decisions in matters relating to artistic effect will be final if consistent with the intent of the Contract Documents. 2.3.15 Any claim, dispute or other matter in question between the Contractor and the Owner referred to the Architect through the Construction Manager, except those relating to artistic effect as provided in Subparagraph. 2.3.14 and those which have been waived by the making or acceptance of final payment as provided in Subpara- graphs 9.9.4 through 9.9.6, inclusive, shall be subject to arbitration upon the written demand of either party. However, no demand for arbitration of any such claim, .• dispute or other matter may be made until the earlier of (1) the date on which the Architect has rendered a writ- ten decision, or (2) the tenth day after the parties have presented their evidence to the Architect or have been given a reasonable opportunity to do so, if the Architect has not rendered a written decision by that date. When such a written decision of the Architect states (1) that the decision is final but subject to appeal, and (2) that any demand for arbitration of a claim, dispute or other matter covered by such decision must be made within thirty days after the date on which the party making the demand re- ceives the written decision, failure to demand arbitration within said thirty day period will result in the Architect's decision becoming final and binding upon the Owner and the Contractor. If the Architect renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but will not super- sede any arbitration proceedings unless the decision is acceptable to all parties concerned. 7 A201 /CM --1980 AIA DOCUMENT A2111ICM • GENERAL. CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • IUNI 1110 EDITION • AIM • • 1110 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 2.3.16 The Architect will have authority to reject Work which does not conform to the Contract Documents, and to require special inspection or testing, but will take such action only after consultation with the Construction Man- ager. Subject to review by the Architect, the Construction Manager will have the authority to reject Work which does not conform to the Contract Documents. Whenever, in the Construction Manager's opinion, it is considered necessary or advisable for the implementation of the in- tent of the Contract Documents, the Construction Man- ager will have authority to require special inspection or testing of the Work in accordance with Subparagraph 7,7,2 whether or not such Work be then fabricated, in- stalled or completed. The foregoing authority of the Con- struction Manager will be subject to the provisions of Subparagraphs 2.3.10 through 2.3.16, inclusive, with re- spect to interpretations and decisions of the Architect. However, neither the Architect's nor the Construction Manager's authority to act under this Subparagraph 2.3.16, nor any decision made by them in good faith either to exercise or not to exercise such authority shall give rise to any duty or responsibility of the Architect or the Con- struction Manager to the Contractor, any Subcontractor, any of their agents or employees, or any other person performing any of the Work. 2.3.17 The Construction Manager will receive from the Contractor and review all Shop Drawings, Product Data and Samples, coordinate them with information contained in related documents, and transmit to the Architect those recommended for approval. 2.3.18 The Architect will review and approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for conformance with the design concept of the Work and the information given in the Contract Docu- ments. Such action shall be taken with reasonable prompt- ness so as to cause no delay. The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. 2.3.19 Following consultation with the Construction Manager, the Architect will take appropriate action on Change Orders in accordance with Article 12, and will have authority to order minor changes in the Work as provided in Subparagraph 12.4.1. 2.3.20 The Construction Manager will maintain at the Project site one record copy of all Contracts, Drawings, Specifications, Addenda, Change Orders and other Modi- fications pertaining to the Project, in good order and marked currently to record all changes made during construction, and approved Shop Drawings, Product Data and Samples. These shall be available to the Archi- tect and the Contractor, and shall be delivered to the Architect for the Owner upon completion of the Project. 2.3.21 The Construction Manager will assist the Archi- tect in conducting inspections to determine the dates of Substantial Completion and final completion, and will receive and forward to the Owner for the Owner's review written warranties and related documents required by the Contract and assembled by the Contractor. The Architect will issue a final Project Certificate for Payment upon compliance with the requirements of Paragraph 9.9. 2.3.22 The duties, responsibilities and limitations of authority of the Architect and the Construction Manager as the Owner's representatives during construction as set forth in the Contract Documents, will not be modified or extended without written consent of the Owner, the Con- tractor, the Architect and the Construction Manager, which consent shall not be unreasonably withheld. Failure of the Contractor to respond within ten days to a written request shall constitute consent by the Contractor. 2.3.23 In case of the termination of the employment of the Architect or the Construction Manager, the Owner shall appoint an architect or a construction manager against whom the Contractor makes no reasonable objec- tion and whose status under the Contract Documents shall be that of the former architect or construction man- ager, respectively. Any dispute in connection with such appointments shall be subject to arbitration. ARTICLE 3 OWNER 3.1 DEFINITION 3.1.1 The Owner is the person or entity identified as such in the Owner - Contractor Agreement. The term Owner means the Owner or the Owner's authorized representative. 3.2 INFORMATION AND SERVICES REQUIRED Of THE OWNER 3.2.1 The Owner shall, at the request of the Contractor, at the time of execution of the Owner - Contractor Agree- ment furnish to the Contractor reasonable evidence that the Owner has made financial arrangements to fulfill the Owner's obligations under the Contract. Unless such reasonable evidence is furnished, the Contractor is not required to execute the Owner - Contractor Agreement or to commence the Work. 3.2.2 The Owner shall furnish all surveys describing the physical characteristics, legal limitations and utility loca- tions for the site of the Project, and a legal description of the site. 3.2.3 Except as provided in Subparagraph 4.7.1, the Owner shall secure and pay for necessary approvals, ease- ments, assessments and charges required for the construc- tion, use or occupancy of permanent structures or for permanent changes in existing facilities. 3.2.4 Information or services under the Owner's control shall be furnished by the Owner with reasonable prompt- ness to avoid delay in the orderly progress of the Work. 3.2.5 Unless otherwise provided in the Contract Docu- ments, the Contractor will be furnished, free of charge, all copies of Drawings and Specifications reasonably nec- essary for the execution of the Work. 3.2.6 The Owner shall forward all instructions to the Contractor through the Construction Manager, with simul- taneous notification to the Architect. 3.2.7 The foregoing are in addition to other duties and responsibilities of the Owner enumerated herein and es- pecially those in respect to Work By Owner or By Sepa- rate Contractors, Payments and Completion, and Insur- ance in Articles 6, 9 and 11, respectively. MA DOCUMENT ATS11CM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 1110 EDITION • AIAC • • 1110 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20001 A201 /CM —1980 8 3,3 OWNER'S RIGHT TO STOP THE WORK 3.3.1 If the Contractor fails to correct defective Work as required by Paragraph 13.2, or persistently fails to carry out the Work in accordance with the Contract Docu- ments, the Owner, by a written order signed personally or by an agent specifically so empowered by the Owner in writing, may order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of the Owner to stop the Work shall not give rise to any duty on the part of the Owner to exercise this right for the benefit of the Con- tractor or any other person or entity, except to the extent required by Subparagraph 6.1.3. 3.4 OWNER'S RIGHT TO CARRY OUT THE WORK 3.4.1. If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents, and fails within seven days after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may, after seven days following receipt by the Contractor of an additional written notice and without prejudice to any other remedy the Owner may have, make good such deficiencies. In such case an appropriate Change Order shall be issued deducting from the pay- ments then or thereafter due the Contractor the cost of correcting such deficiencies, including compensation for the Architect's and the Construction Manager's additional services made necessary by such default, neglect or fail- ure. Such action by the Owner and the amount charged to the Contractor are both subject to the prior approval of the Architect, after consultation with the Construction Manager. If the payments then or thereafter due the Con- tractor are not sufficient to cover such amount, the Con- tractor shall pay the difference to the Owner. ARTICLE 4 CONTRACTOR 4.1 DEFINITION 4.1.1 The Contractor is the person or entity identified as such in the Owner- Contractor Agreement. The term Con- tractor means the Contractor or the Contractor's author- ized representative. 4.2 REVIEW OF CONTRACT DOCUMENTS 4.2.1 The Contractor shall carefully study and compare the Contract Documents and shall at once report to the Architect and the Construction Manager any error, incon- sistency or omission that may be discovered. The Con- tractor shall not be liable to the Owner, the Architect or the Construction Manager for any damage resulting from any such errors, inconsistencies or omissions in the Con- tract Documents. The Contractor shall perform no portion of the Work at any time without Contract Documents or, where required, approved Shop Drawings, Product Data or Samples for such portion of the Work. 4.3 SUPERVISION AND CONSTRUCTION PROCEDURES 4.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for all construction means, methods, techniques, sequences and procedures; and shall coordinate all portions of the Work under the Contract, subject to the overall coordination of the Con- struction Manager. 4.3.2 The Contractor shall be responsible to the Owner for the acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and any other persons performing any of the Work under a con- tract with the Contractor. 4.3.3 The Contractor shall not be relieved from the Contractor's obligations to perform the Work in accord- ance with the Contract Documents either by the activities or duties of the Construction Manager or the Architect in their administration of the Contract, or by inspections, tests or approvals required or performed under Paragraph 7.7 by persons other than the Contractor. 4.4 LABOR AND MATERIALS 4.4.1 Unless otherwise provided in the Contract Docu- ments, the Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the Work, whether temporary or per- manent and whether or not incorporated or to be incor- porated in the Work. 4.4.2 The Contractor shall at all times enforce strict dis- cipline and good order among the Contractor's em- ployees and shall not employ on the Work any unfit per- son or anyone not skilled in the task assigned them. 4.5 WARRANTY 4.5.1 The Contractor warrants to the Owner, the Archi- tect and the Construction Manager that all materials and equipment furnished under this Contract will be new un- less otherwise specified, and that all Work will be of good quality, free from faults and defects and in conformance with the Contract Documents. All Work not conforming to these requirements, including substitutions not prop- erly approved and authorized, may be considered defec- tive. If required by the Architect or the Construction Man- ager, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. This warranty is not limited by the provisions of Paragraph 13.2. 4.6 TAXES 4.6.1 The Contractor shall pay all sales, consumer, use and other similar taxes for the Work or portions thereof provided by the Contractor which are legally enacted at the time bids are received, whether or not yet effective. 4.7 PERMITS, FEES AND NOTICES 4.7.1 Unless otherwise provided in the Contract Docu- ments, the Owner shall secure and pay for the building permit and the Contractor shall secure and pay for all other permits and govemmental fees, licenses and inspec- tions necessary for the proper execution and completion of the Work which are customarily secured after execu- tion of the Contract and which are legally required at the time bids are received. 4.7.2 The Contractor shall give all notices and comply with all laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the perform- ance of the Work. 9 A201 /CM — 1990 AIA DOCUMENT AMPVCM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 1 EDmON • AIM • • 1910 • THE AMERICAN INSTITUTE OF ARCHITECTS, 173S NEW YORK AVE., N.W., WASHINGTON, D.C. 211036 4.7,3 It is not the responsibility of the Contractor to make certain that the Contract Documents are in accord- ance with applicable laws, statutes, building codes and regulations. If the Contractor observes that any of the Contract Documents are at variance therewith in any re- spect, the Contractor shall promptly notify the Architect and the Construction Manager in writing, and any neces- sary changes shall be accomplished by appropriate Modification. 4.7.4 If the Contractor performs any Work knowing it to be contrary to such laws, ordinances, rules and regula- tions, and without such notice to the Architect and the Construction Manager, the Contractor shall assume full responsibility therefor and shall bear all costs attributable thereto. 4.8 ALLOWANCES 4.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents, Items covered by these allowances shall be supplied for such amounts and by such persons as the Construction Man- ager may direct, but the Contractor will not be required to employ persons against whom the Contractor makes a reasonable objection. 4.8.2 Unless otherwise provided in the Contract Docu- ments: .1 these allowances shall cover the cost to the Contractor, less any applicable trade discount, of the materials and equipment required by the allowance, delivered at the site, and all appli- cable taxes; .2 the Contractor's costs for unloading and han- dling on the site, labor, installation costs, over- head, profit and other expenses contemplated for the original allowance shall be included in the Contract Sum and not in the allowance; .3 whenever the cost is more or less than the allowance, the Contract Sum shall be adjusted accordingly by Change Order, the amount of which will recognize changes, if any, in han- dling costs on the site, labor, installation costs, overhead, profit and other expenses. 4.9 SUPERINTENDENT 4.9.1 The Contractor shall employ a competent superin- tendent and necessary assistants who shall be in attend- ance at the Project site during the progress of the Work. The superintendent shall represent the Contractor and all communications given to the superintendent shall be as binding as if given to the Contractor. Important commu- nications shall be confirmed in writing. Other communi- cations shall be so confirmed on written request in each case. 4.10 CONTRACTOR'S CONSTRUCTION SCHEDULE 4.10.1 The Contractor, immediately after being awarded the Contract, shall prepare and submit for the Construc- tion Manager's approval a Contractor's Construction Schedule for the Work which shall provide for expedi- tious and practicable execution of the Work. This sched- ule shall be coordinated by the Construction Manager with the Project Construction Schedule. The Contractor's Construction Schedule shall be revised as required by the conditions of the Work and the Project, subject to the Construction Manager's approval. 4.11 DOCUMENTS AND SAMPLES AT THE SITE 4.11.1 The Contractor shall maintain at the Project site, on a current basis, one record copy of all Drawings, Specifications, Addenda, Change Orders and other Modi- fications, in good order and marked currently to record all changes made during construction, and approved Shop Drawings, Product Data and Samples. These shall be available to the Architect and the Construction Manager. The Contractor shall advise the Construction Manager on a current basis of all changes in the Work made during construction. 4.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 4.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or any Subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. 4.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate a material, product or system for some portion of the Work. 4.12.3 Samples are physical examples which illustrate materials, equipment or workmanship, and establish standards by which the Work will be judged. 4,12.4 The Contractor shall prepare, review, approve and submit through the Construction Manager, with reason- able promptness and in such sequence as to cause no de- lay in the Work or in the work of the Owner or any sepa- rate contractor, all Shop Drawings, Product Data and Samples required by the Contract Documents. The Con- tractor shall cooperate with the Construction Manager in the Construction Manager's coordination of the Contrac- tor's Shop Drawings, Product Data and Samples with those of other separate contractors, 4.12.5 By preparing, approving and submitting Shop Drawings, Product Data and Samples, the Contractor rep- resents that the Contractor has determined and verified all materials, field measurements and field construction criteria related thereto, or will do so with reasonable promptness, and has checked and coordinated the infor- mation contained within such submittals with the require- ments of the Work, the Project and the Contract Docu- ments. 4.12.6 The Contractor shall not be relieved of responsibil- ity for any deviation from the requirements of the Con- tract Documents by the Architect's approval of Shop Drawings, Product Data or Samples under Subparagraph 2.3.18, unless the Contractor has specifically informed the Architect and the Construction Manager in writing of such deviation at the time of submission and the Archi- tect has given written approval to the specific deviation. The Contractor shall not be relieved from responsibility for errors or omissions in the Shop Drawings, Product Data or Samples by the Architect's approval of them, 4.12.7 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data or Samples, to revisions other than those requested by the Architect on previous submittals. MA DOCUMENT A711 /CM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 1910 EDITION • AIA• • 01910 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, O.C. 20006 A201 /CM —1900 10 4.12.8 No portion of the Work requiring submission of a Shop Drawing, Product Data or Sample shall be com- menced until the submittal has been approved by the Architect as provided in Subparagraph 2.3.18. All such portions of the Work shall be in accordance with ap- proved submittals. 4.13 USE OP SITE 4.13,1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents, and shall not unreasonably encum- ber the site with any materials or equipment. 4.13.2 The Contractor shall coordinate all of the Contrac- tor's operations with, and secure approval from, the Con- struction Manager before using any portion of the site. 4.14 CUTTING AND PATCHING OF WORK 4.14.1 The Contractor shall be responsible for all cutting, fitting or patching that may be required to complete the Work or to make its several parts fit together properly. 4.14.2 The Contractor shall not damage or endanger any portion of the Work or the work of the Owner or any separate contractors by cutting, patching or otherwise altering any work, or by excavation. The Contractor shall not cut or otherwise alter the work of the Owner or any separate contractor except with the written consent of the Owner and of such separate contractor. The Contractor shall not unreasonably withhold from the Owner or any separate contractor consent to cutting or otherwise alter- ing the' Work. 4.15 CLEANING UP 4.15.1 The Contractor shall at all times keep the premises free from accumulation of waste materials or rubbish caused by the Contractor's operations. At the completion of the Work, the Contractor shall remove all the Contrac- tor's waste materials and rubbish from and about the Project as well as all the Contractor's tools, construction equipment, machinery and surplus materials. 4.15.2 If the Contractor fails to clean up at the comple- tion of the Work, the Owner may do so as provided in Paragraph 3.4 and the cost thereof shalt be charged to the Contractor. 4.16 COMMUNICATIONS 4.16.1 The Contractor shall forward all communications to the Owner and the Architect through the Construction Manager. 4.17 ROYALTIES AND PATENTS 4.17.1 The Contractor shall pay all royalties and license fees, shall defend all suits or claims for infringement of any patent rights and shall save the Owner and the Con- struction Manager harmless from loss on account thereof, except that the Owner, or the Construction Manager as the case may be, shall be responsible for all such loss when a particular design, process or the product of a par- ticular manufacturer or manufacturers is selected by such person or such person's agent. If the Contractor, or the Construction Manager as the case may be, has reason to believe that the design, process or product selected is an infringement of a patent, that party shall be responsible for such loss unless such information is promptly given to the others and also to the Architect. 4.18 INDEMNIFICATION 4.18.1 To the fullest extent permitted by law, the Con- tractor shall indemnify and hold harmless the Owner, the Architect, the Construction Manager, and their agents and employees from and against all claims, damages, losses and expenses, including, but not limited to, attorneys' fees arising out of or resulting from the performance of the Work, provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, dis- ease or death, or to injury to or destruction of tangible property (other than the Work itself) including the loss of use resulting therefrom, and (2) is caused in whole or in part by any negligent act or omission of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge or otherwise reduce any other right or obligation of indemnity which would otherwise exist as to any party or person described in this Paragraph 4.18. 4.18.2 In any and all claims against the Owner, the Archi- tect, the Construction Manager or any of their agents or employees by any employee of the Contractor, any Sub- contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligation under this Para- graph 4.18 shall not be limited in any way by any limita- tion on the amount or type of damages, compensation or benefits payable by or for the Contractor or any Sub- contractor under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts. 4.18.3 The obligations of the Contractor under this Para- graph 4.18 shall not extend to the liability of the Architect or the Construction Manager, their agents or employees, arising out of (1) the preparation or approval of maps, drawings, opinions, reports, surveys, Change Orders, de- signs or specifications, or (2)1he giving of or the failure to give directions or instructions by the Architect or the Construction Manager, their agents or employees, pro- vided such giving or failure to give is the primary cause of the injury or damage. ARTICLE 5 SUBCONTRACTORS 5.1 DEFINITION 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform any of the Work at the site. The term Subcontractor means a Sub- contractor or a Subcontractor's authorized representative. The term Subcontractor does not include any separate contractor or any separate contractor's subcontractors. 5.1.2 A Sub - subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to per- form any of the Work at the site. The term Sub- subcon- tractor means a Sub - subcontractor or an authorized rep- resentative thereof. 5.2 AWARDS OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS Of THE WORK 5.2.1 Unless otherwise required by the Contract Docu- 11 A201 /CM --1980 AIA DOCUMENT AEIIIICM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 1110 EDITION • AIM • • Rte • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 2000E ments or the Bidding Documents, the Contractor, as soon as practicable after the award of the Contract, shall fur- nish to the Construction Manager in writing for review by the Owner, the Architect and the Construction Man- ager, the names of the persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for each of the principal por- tions of the Work. The Construction Manager will promptly reply to the Contractor in writing stating whether or not the Owner, the Architect or the Con- struction Manager, after due investigation, has reasonable objection to any such proposed person or entity. Failure of the Construction Manager to reply promptly shall con- stitute notice of no reasonable objection. 5.2.2 The Contractor shall not contract with any such proposed person or entity to whom the Owner, the Ar- chitect or the Construction Manager has made reasonable objection under the provisions of Subparagraph 5.2.1. The Contractor shall not be required to contract with anyone to whom the Contractor has a reasonable objection. 5.2.3 If the Owner, the Architect or the Construction Manager has reasonable objection to any such proposed person or entity, the Contractor shall submit a substitute to whom the Owner, the Architect and the Construction Manager have no reasonable objection, and the Contract Sum shall be increased or decreased by the difference in cost occasioned by such substitution and an appropriate Change Order shall be issued; however, no increase in the Contract Sum shall be allowed for any such substitu- tion unless the Contractor has acted promptly and re- sponsively in submitting names as required by Subpara- graph 5.2.1, 5.2.4 The Contractor shall make no substitution for any Subcontractor, person or entity previously selected if the Owner, the Architect or the Construction Manager makes reasonable objection to such substitution. 5.3 SUICONTRACTUAL RELATIONS 5.3.1 By an appropriate agreement, written where legally required for validity, the Contractor shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by the terms of the Contract Documents, and to assume to- ward the Contractor all the obligations and responsibili- ties which the Contractor, by these Documents, assumes toward the Owner, the Architect and the Construction Manager. Said agreement shall preserve and protect the rights of the Owner, the Architect and the Construction Manager under the Contract Documents with respect to the Work to be performed by the Subcontractor so that the subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the Contractor - Subcontractor Agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by these Docu- ments, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with their Sub - subcontractors. The Contractor shall make available to each proposed Sub- contractor, prior to the execution of the Subcontract, copies of the Contract Documents to which the Subcon- tractor will be bound by this Paragraph 5.3, and identify to the Subcontractor any terms and conditions of the pro- posed Subcontract which may be at variance with the Contract Documents. Each Subcontractor shall similarly make copies of such Documents available to their Sub- subcontractors. ARTICLE 6 WORK BY OWNER OR BY SEPARATE CONTRACTORS 6.1 OWNER'S RIGHT TO PERFORM WORK AND TO AWARD SEPARATE CONTRACTS 6.1.1 The Owner reserves the right to perform work re- lated to the Project with the Owner's own forces, and to award separate contracts in connection with other por- tions of the Project or other work on the site under these or similar Conditions of the Contract. If the Contractor claims that delay, damage or additional cost is involved because of such action by the Owner, the Contractor shall make such claim as provided elsewhere in the Contract Documents. 6.1.2 When separate contracts are awarded for different portions of the Project or other work on the site, the term Contractor in the Contract Documents in each case shall mean the Contractor who executes each separate Owner- Contractor Agreement. 6.1.3 The Owner will provide for the coordination of the work of the Owner's own forces and of each separate contractor with the Work of the Contractor, who shall cooperate therewith as provided in Paragraph 6.2. 6.2 MUTUAL RESPONSIBILITY 6.2.1 The Contractor shall afford the Owner, the Con- struction Manager and separate contractors reasonable opportunity for the introduction and storage of their ma- terials and equipment and the execution of their work, and shall connect and coordinate the Work with theirs as required by the Contract Documents. 6.2.2 If any part of the Contractor's Work depends for proper execution or results upon the work of the Owner or any separate contractor, the Contractor shall, prior to proceeding with the Work, promptly report to the Con- struction Manager any apparent discrepancies or defects in such other work that render it unsuitable for such proper execution and results. Failure of the Contractor so to report shall constitute an acceptance of the Owner's or separate contractor's work as fit and proper to receive the Work, except as to defects which may subsequently become apparent in such work by others. 6.2.3 Any costs caused by defective or ill -timed work shall be borne by the party responsible therefor. 6.2.4 Should the Contractor wrongfully cause damage to the work or property of the Owner, or to other work or property on the site, the Contractor shall promptly rem- edy such damage as provided in Subparagraph 10.2.5. 6.2.5 Should the Contractor wrongfully delay or cause damage to the work or property of any separate contrac- tor, the Contractor shall, upon due notice, promptly at- tempt to settle with such other contractor by agreement, or otherwise to resolve the dispute. If such separate con- tractor sues or initiates an arbitration proceeding against the Owner on account of any delay or damage alleged to have been caused by the Contractor, the Owner shall AIA DOCUMENT A711 /CM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • IUNE 1110 EDITION • AIM • •1110 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A201 /CM 13•11 12 notify the Contractor who shall defend such proceedings at the Owner's expense, and if any judgment or award against the Owner arises therefrom, the Contractor shall pay or satisfy it and shall reimburse the Owner for all attorneys' fees and court or arbitration costs which the Owner has incurred. 6.3 OWNER'S RIGHT TO CLEAN UP 6.3.1 If a dispute arises between the Contractor and separate contractors as to their responsibility for cleaning up as required by Paragraph 4.15, the Owner may clean up and charge the cost thereof to the contractors respon- sible therefor as the Construction Manager shall deter- mine to be just. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 GOVERNING LAW 7.1.1 The Contract shall be governed by the law of the place where the Project is located. 7.2 SUCCESSORS AND ASSIGNS 7.2.1 The Owner and the Contractor, respectively, bind themselves, their partners, successors, assigns and legal representatives to the other party hereto and to the part- ners, successors, assigns and legal representatives of such other party with respect to all covenants, agreements and obligations contained in the Contract Documents, Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other. 7.3 WRITTEN NOTICE 7.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual or mem- ber of the firm or entity or to an officer of the corpora- tion for whom it was intended, or if delivered at or sent by registered or certified mail to the last business address known to the party giving the notice. 7.4 CLAIMS FOR DAMAGES 7.4.1 Should either party to the Contract suffer injury or damage to person or property because of any act or omis- sion of the other party or of any of the other party's employees, agents or others for whose acts such party is legally liable, claim shall be made in writing to such other party within a reasonable time after the first observ- ance of such injury or damage. 7.5 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND 7.5.1 The Owner shall have the right to require the Contractor to furnish bonds covering the faithful perform- ance of the Contract and the payment of all obligations arising thereunder if and as required in the Bidding Doc- uments or the Contract Documents, 7.6 RIGHTS AND REMEDIES 7.6.1 The duties and obligations imposed by the Con- tract Documents and the rights and remedies available thereunder shall be in addition to, and not a limitation of, any duties, obligations, rights and remedies otherwise im- posed or available by law, 7.6.2 No action or failure to act by the Owner, the Ar- chitect, the Construction Manager or the Contractor shall constitute a waiver of any right or duty afforded any of them under the Contract, nor shall any such action or failure to act constitute an approval of or acquiescence in any breach thereunder, except as may be specifically agreed in writing. 7.7 TESTS 7.7.1 If the Contract Documents, laws, ordinances, rules, regulations or orders of any public authority having juris- diction require any portion of the Work to be inspected, tested or approved, the Contractor shall give the Architect and the Construction Manager timely notice of its readi- ness so the Architect and the Construction Manager may observe such inspection, testing or approval. The Con- tractor shall bear all costs of such inspections, tests or approvals conducted by public authorities. Unless other- wise provided, the Owner shall bear all costs of other in- spections, tests or approvals. 7.7.2 If the Architect or the Construction Manager deter- mines that any Work requires special inspection, testing or approval which Subparagraph 7.7.1 does not include, the Construction Manager will, upon written authoriza- tion from the Owner, instruct the Contractor to order such special inspection, testing or approval, and the Con- tractor shall give notice as provided in Subparagraph 7.7.1. If such special inspection or testing reveals a failure of the Work to comply with the requirements of the Con- tract Documents, the Contractor shall bear all costs thereof, including compensation for the Architect's and the Construction Manager's additional services made nec- essary by such failure; otherwise the Owner shall bear such costs, and an appropriate Change Order shall be issued. 7.7.3 Required certificates of inspection, testing or ap- proval shall be secured by the Contractor and the Con- tractor shall promptly deliver them to the Construction Manager for transmittal to the Architect. 7.7.4 If the Architect or the Construction Manager wishes to observe the inspections, tests or approvals required by the Contract Documents, they will do so promptly and, where practicable, at the source of supply. 7,1 INTEREST 7.8.1 Payments due and unpaid under the Contract Doc- uments shall bear interest from the date payment is due at such rate as the parties may agree upon in writing or, in the absence thereof, at the legal rate prevailing at the place of the Project. 7,9 ARBITRATION 7.9.1 All claims, disputes and other matters in question between the Contractor and the Owner arising out of or relating to the Contract Documents or the breach thereof, except as provided in Subparagraph 2.3.14 with respect to the Architect's decisions on matters relating to artistic effect, and except for claims which have been waived by the making or acceptance of final payment as provided by Subparagraphs 9.9.4 through 9.9,6, inclusive, shall be decided by arbitration in accordance with the Construc- tion Industry Arbitration Rules of the American Arbitra- tion Association then obtaining unless the parties mutually 13 A201 /CM —1910 AIA DOCUMENT A2e1ICM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 11.0 EDITION • AIM • • 1110 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20001 agree otherwise. No arbitration arising out of or relating to the Contract Documents shall include, by consolida- tion, joinder or in any other manner, the Architect, the Construction Manager, their employees or consultants except by written consent containing a specific reference to the Owner - Contractor Agreement and signed by the Architect, the Construction Manager, the Owner, the Contractor and any other person sought to be joined. No arbitration shall include by consolidation, joinder or in any other manner, parties other than the Owner, the Contractor and any other persons substantially involved in a common question of fact or law, whose presence is required if complete relief is to be accorded in the arbi- tration. No person other than the Owner or the Contrac- tor shall be included as an original third party or addi- tional third party to an arbitration whose interest or re- sponsibility is insubstantial. Any consent to arbitration involving an additional person or persons shall not con- stitute consent to arbitration of any dispute not described therein or with any person not named or described therein. The foregoing agreement to arbitrate and any other agreement to arbitrate with an additional person or persons duly consented to by the parties to the Owner - Contractor Agreement shall be specifically enforceable under the prevailing arbitration law. The award rendered by the arbitrators shall be final, and judgment may be en- tered upon it in accordance with applicable law in any court having jurisdiction thereof. 7.9.2 Notice of the demand for arbitration shall be filed in writing with the other party to the Owner - Contractor Agreement and with the American Arbitration Associa- tion, and a copy shall be filed with the Architect and the Construction Manager. The demand for arbitration shall be made within the time limits specified in Subparagraph 2.3.15 where applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen; and in no event shall it be made after the date when institution of legal or equitable pro- ceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. 7.9.3 Unless otherwise agreed in writing, the Contractor shall carry on the Work and maintain its progress during any arbitration proceedings, and the Owner shall con- tinue to make payments to the Contractor in accordance with the Contract Documents. ARTICLE 8 TIME 8.1 DEFINITIONS 8.1.1 Unless otherwise provided, the Contract Time is the period of time allotted in the Contract Documents for Substantial Completion of the Work as defined in Sub- paragraph 8.1.3, including authorized adjustments thereto. 8.1.2 The date of commencement of the Work is the date established in a notice to proceed, If there is no no- tice to proceed, it shall be such other date as may be established in the Owner - Contractor Agreement or else- where in the Contract Documents. 8.1.3 The Date of Substantial Completion of the Work or designated portion thereof is the Date certified by the Architect when construction is sufficiently complete, in accordance with the Contract Documents, so that the Owner or separate contractors can occupy or utilize the Work or a designated portion thereof fbr the use for which it is intended. 8.1.4 The Date of Substantial Completion of the Project or designated portion thereof is the Date certified by the Architect when construction is sufficiently complete so the Owner can occupy or utilize the Project or designated portion thereof for the use for which it was intended. 8.1.5 The term day as used in the Contract shall mean calendar day unless specifically otherwise. 8.2 PROGRESS AND COMPLETION 8.2.1 All time limits stated in the Contract are of the essence of the Contract. 8.2.2 The Contractor shall begin the Work on the date of commencement as defined in Subparagraph 8.1.2. The Contractor shall carry the Work forward expeditiously with adequate forces and shall achieve Substantial Com- pletion of the Work within the Contract Time. Documents designated Documents 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 If the Contractor is delayed at any time in the progress of the Work by any act or neglect of the Owner, the Architect, the Construction Manager, any of their em- ployees, any separate contractor employed by the Owner, or by changes ordered in the Work, labor disputes, fire, unusual delay in transportation, adverse weather condi- tions not reasonably anticipatable, unavoidable casualties, any causes beyond the Contractor's control, delay author- ized by the Owner pending arbitration, or by any other cause which the Construction Manager determines may justify the delay, then the Contract Time shall be ex- tended by Change Order for such reasonable time as the Construction Manager may determine. 8.3.2 Any claim for extension of time shall be made in writing to the Construction Manager not more than twenty days after the commencement of the delay; other- wise it shall be waived, In the case of a continuing delay only one claim is necessary. The Contractor shall provide an estimate of the probable effect of such delay on the progress of the Work. 8.3.3 If no agreement is made stating the dates upon which interpretations as provided in Subparagraph 2.3.11 shall be furnished, then no claim for delay shall be allowed on account of failure to furnish such interpreta- tions until fifteen days after written request is made for them, and not then unless such claim is reasonable. 8.3.4 This Paragraph 8.3 does not exclude the recovery of damages for delay by either party under other provi- sions of the Contract Documents. ARTICLE 9 PAYMENTS AND COMPLETION 9.1 CONTRACT SUM 9.11 The Contract Sum is stated in the Owner- Contrac- tor Agreement and, including authorized adjustments thereto, is the total amount payable by the Owner to the Contractor for the performance of the Work under the Contract Documents. MA DOCUMENT A2111/CM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 1910 EDITION • AIAC • m 1N0 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D,C. 20006 A201 /CM — 1900 14 9.2 SCHEDULE OF VALUES 9.2.1 Before the first Application for Payment, the Con- tractor shall submit to the Construction Manager a schedule of values allocated to the various portions of the Work, prepared in such form and supported by such data to substantiate its accuracy as the Architect and the Con- struction Manager may require. This schedule, unless objected to by the Construction Manager or the Architect, shall be used only as a basis for the Contractor's Applica- tions for Payment. 9,3 APPLICATIONS FOR PAYMENT 9.3.1 At least fifteen days before the date for each progress payment established in the Owner - Contractor Agreement, the Contractor shall submit to the Construc- tion Manager an itemized Application for Payment, notar- ized if required, supported by such data substantiating the Contractor's right to payment as the Owner, the Ar- chitect or the Construction Manager may require, and re- flecting retainage, if any, as provided elsewhere in the Contract Documents. The Construction Manager will as- semble the Application with similar applications from other contractors on the Project into a combined Project Application for Payment and forward it with recommen- dations to the Architect within seven days. 9.3.2 Unless otherwise provided in the Contract Docu- ments, payments will be made on account of materials or equipment not incorporated in the Work but delivered and suitably stored at the site and, if approved in advance by the Owner, payments may similarly be made for mate- rials or equipment suitably stored at some other loca- tion agreed upon in writing. Payments for materials or equipment stored on or off the site shall be conditioned upon submission by the Contractor of bills of sale or such other procedures satisfactory to the Owner to estab- lish the Owner's title to such materials or equipment or otherwise protect the Owner's interest, including applica- ble insurance and transportation to the site for those materials and equipment stored off the site. 9.3.3 The Contractor warrants that title to all Work, materials and equipment covered by an Application for Payment will pass to the Owner either by incorporation in the construction or upon receipt of payment by the Contractor, whichever occurs first, free and clear of all liens, claims, security interests or encumbrances, herein- after referred to in this Article 9 as "liens "; and that no Work, materials or equipment covered by an Application for Payment will have been acquired by the Contractor, or by any other person performing Work at the site or furnishing materials and equipment for the Project, sub- ject to an agreement under which an interest therein or an encumbrance thereon is retained by the seller or oth- erwise imposed by the Contractor or such other person. 9.4 CERTIFICATES FOR PAYMENT 9.4.1 The Architect will, within seven days after the re- ceipt of the Project Application for Payment with the rec- ommendations of the Construction Manager, review the Project Application for Payment and either issue a Project Certificate for Payment to the Owner with a copy to the Construction Manager for distribution to the Contractor for such amounts as the Architect determines are prop- erly due, or notify the Construction Manager in writing of the reasons for withholding a Certificate as provided in Subparagraph 9.6.1. Such notification will be forwarded to the Contractor by the Construction Manager. 9.4.2 The issuance of a Project Certificate for Payment will constitute a representation by the Architect to the Owner that, based on the Architect's observations at the site as provided in Subparagraph 2.3.4 and the data com- prising the Project Application for Payment, the Work has progressed to the point indicated; that, to the best of the Architect's knowledge, information and belief, the quality of the Work is in accordance with the Contract Docu- ments (subject to an evaluation of the Work for conform- ance with the Contract Documents upon Substantial Completion of the Work, to the results of any subsequent tests required by or performed under the Contract Docu- ments, to minor deviations from the Contract Documents correctable prior to completion, and to any specific quali- fications stated in the Certificate); and that the Contrac- tor is entitled to payment in the amount certified. How- ever, by issuing a Project Certificate for Payment, the Ar- chitect shall not thereby be deemed to represent that the Architect has made exhaustive or continuous on -site in- spections to check the quality or quantity of the Work, has reviewed the construction means, methods, tech- niques, sequences or procedures, or has made any exam- ination to ascertain how or for what purpose the Contrac- tor has used the monies previously paid on account of the Contract Sum. 9.5 PROGRESS PAYMENTS 9.5.1 After the Architect has issued a Project Certificate for Payment, the Owner shall make payment in the man- ner and within the time provided in the Contract Docu- ments. 9.5.2 The Contractor shall promptly pay each Subcon- tractor upon receipt of payment from the Owner, out of the amount paid to the Contractor on account of such Subcontractor's Work, the amount to which said Subcon- tractor is entitled, reflecting the percentage actually re- tained, if any, from payments to the Contractor on ac- count of such Subcontractor's Work. The Contractor shall, by an appropriate agreement with each Subcontractor, require each Subcontractor to make payments to their Sub - subcontractors in similar manner. 9.5.3 The Architect may, on request and at the Archi- tect's discretion, furnish to any Subcontractor, if prac- ticable, information regarding the percentages of com- pletion or the amounts applied for by the Contractor and the action taken thereon by the Architect on account of Work done by such Subcontractor. 9.5.4 Neither the Owner, the Architect nor the Construc- tion Manager shall have any obligation to pay or to see to the payment of any monies to any Subcontractor except as may otherwise be required by law. 9.5.5 No certification of a progress payment, any prog- ress payment, or any partial or entire use or occupancy of the Project by the Owner, shall constitute an accept- ance of any Work not in accordance with the Contract Documents. 9.6 PAYMENTS WITHHELD 9.6.1 The Architect, following consultation with the Construction Manager, may decline to certify payment 15 A201 /CM -1960 A1A DOCUMENT A3111/CM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 1110 EDITION • AIM • • 1100 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 and may withhold the Certificate in whole or in part to the extent necessary to reasonably protect the Owner, if, in the Architect's opinion, the Architect is unable to make representations to the Owner as provided in Subpara- graph 9.4,2, If the Architect is unable to make representa- tions to the Owner as provided in Subparagraph 9.4.2, and to certify payment in the amount of the Project Ap- plication, the Architect will notify the Construction Man- ager as provided in Subparagraph 9.4.1. If the Contractor and the Architect cannot agree on a revised amount, the Architect will promptly issue a Project Certificate for Pay- ment for the amount for which the Architect is able to make such representations to the Owner. The Architect may also decline to certify payment or, because of subse- quently discovered evidence or subsequent observations, the Architect may nullify the whole or any part of any Project Certificate for Payment previously issued to such extent as may be necessary, in the Architect's opinion, to protect the Owner from Toss because of: .1 defective Work not remedied; .2 third party claims filed or reasonable evidence in- dicating probable filing of such claims; .3 failure of the Contractor to make payments prop- erly to Subcontractors, or for labor, materials or equipment; .4 reasonable evidence that the Work cannot be com- pleted for the unpaid balance of the Contract Sum; .5 damage to the Owner or another contractor; .6 reasonable evidence that the Work will not be completed within the Contract Time; or .7 persistent failure to carry out the Work in accord- ance with the Contract Documents. 9.6.2 When the grounds in Subparagraph 9.6.1 above are removed, payment shall be made for amounts with- held because of them. 9,7 FAILURE OF PAYMENT 9.7.1 If the Construction Manager should fail to issue recommendations within seven days of receipt of the Contractor's Application for Payment, or if, through no fault of the Contractor, the Architect does not issue a Project Certificate for Payment within seven days after the Architect's receipt of the Project Application for Pay- ment, or if the Owner does not pay the Contractor within seven days after the date established in the Contract Doc- uments any amount certified by the Architect or awarded by arbitration, then the Contractor may, upon seven addi- tional days' written notice to the Owner, the Architect and the Construction Manager, stop the Work until pay- ment of the amount owing has been received. The Con- tract Sum shall be increased by the amount of the Con- tractor's reasonable costs of shut -down, delay and start- up, which shall be effected by appropriate Change Order in accordance with Paragraph 12.3. 9,8 SUBSTANTIAL COMPLETION 9.8.1 When the Contractor considers that the Work, or a designated portion thereof which is acceptable to the Owner, is substantially complete as defined in Subpara- graph 8.1.3, the Contractor shall prepare for the Construc- tion Manager a list of items to be completed or cor- rected. The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. When the Architect, on the basis of inspection and con- sultation with the Construction Manager, determines that the Work or designated portion thereof is substantially complete, the Architect will then prepare a Certificate of Substantial Completion of the Work which shall establish the Date of Substantial Completion of the Work, shall state the responsibilities of the Owner and the Contractor for security, maintenance, heat, utilities, damage to the Work and insurance, and shall fix the time within which the Contractor shall complete the items listed therein. The Certificate of Substantial Completion of the Work shall be submitted to the Owner and the Contractor for their written acceptance of the responsibilities assigned to them in such Certificate. 9.8,2 Upon Substantial Completion of the Work or desig- nated portion thereof, and upon application by the Con- tractor and certification by the Architect, the Owner shall make payment, reflecting adjustment in retainage, if any, for such Work or portion thereof as provided in the Con- tract Documents. 9.8.3 When the Architect, on the basis of inspections, determines that the Project or designated portion thereof is substantially complete, the Architect will then prepare a Certificate of Substantial Completion of the Project which shall establish the Date of Substantial Completion of the Project and fix the time within which the Contrac- tor shall complete any uncompleted items on the Certif- icate of Substantial Completion of the Work. 9.8.4 Warranties required by the Contract Documents shall commence on the Date of Substantial Completion of the Project or designated portion thereof unless other- wise provided in the Certificate of Substantial Comple- tion of the Work or designated portion thereof. 9.9 FINAL COMPLETION AND FINAL PAYMENT 9.9.1 Following the Architect's issuance of the Certificate of Substantial Completion of the Work or designated por- tion thereof, and the Contractor's completion of the Work, the Contractor shall forward to the Construction Manager a written notice that the Work is ready for final inspection and acceptance, and shall also forward to the Construction Manager a final Application for Payment. Upon receipt, the Construction Manager will make the necessary evaluations and forward recommendations to the Architect who will promptly make such inspection. When the Architect finds the Work acceptable under the Contract Documents and the Contract fully per- formed, the Architect will issue a Project Certificate for Payment which will approve the final payment due the Contractor. This approval will constitute a representation that, to the best of the Architect's knowledge, informa- tion and belief, and on the basis of observations and in- spections, the Work has been completed in accordance with the Terms and Conditions of the Contract Docu- ments and that the entire balance found to be due the Contractor, and noted in said Certificate, is due and pay- able. The Architect's approval of said Project Certificate for Payment will constitute a further representation that the conditions precedent to the Contractor's being en- titled to final payment as set forth in Subparagraph 9.9.2 have been fulfilled. AIA DOCUMENT A211 /CM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 19110 EOITION • AIA• • • 1110 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, O.C. 20006 A201 /CM —18110 16 9.9.2 Neither the final payment nor the remaining retain - age shall become due until the Contractor submits to the Architect, through the Construction Manager, (1) an affi- davit that all payrolls, bills for materials and equipment, and other indebtedness connected with the Work foc which the Owner or the Owner's property might in any way be responsible, have been paid or otherwise satis- fied, (2) consent of surety, if any, to final payment, and (3) if required by the Owner, other data establishing pay- ment or satisfaction of all such obligations, such as re- ceipts, releases and waivers of liens arising out of the Contract, to the extent and in such form as may be desig- nated by the Owner. If any Subcontractor refuses to fur- nish a release or waiver required by the Owner, the Con- tractor may furnish a bond satisfactory to the Owner to indemnify the Owner against any such lien. If any such lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all monies that the latter may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. 9.9.3 If, after Substantial Completion of the Work, final completion thereof is materially delayed through no fault of the Contractor or by the issuance of Change Orders affecting final completion, and the Construction Manager so confirms, the Owner shall, upon application by the Contractor and certification by the Architect and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fully completed or corrected is less than the retainage stipu- lated in the Contract Documents, and if bonds have been furnished as provided in Paragraph 7.5, the written con- sent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Construction Manager prior to certification of such payment. Such pay- ment shall be made under the Terms and Conditions gov- erning final payments, except that it shall not constitute a waiver of claims. 9.9.4 The making of final payment shall, after the Date of Substantial Completion of the Project, constitute a waiver of all claims by the Owner except those arising from: .1 unsettled liens; .2 faulty or defective Work appearing after Substan- tial Completion of the Work; .3 failure of the Work to comply with the require- ments of the Contract Documents; or .4 terms of any special warranties required by the Contract Documents. 9.9.5 The acceptance of final payment shall, after the Date of Substantial Completion of the Project, constitute a waiver of all claims by the Contractor except those previously made in writing and identified by the Contrac- tor as unsettled at the time of the final Application for Payment. 9.9.6 All provisions of this Agreement, including with- out limitation those establishing obligations and proce- dures, shall remain in full force and effect notwithstand- ing the making or acceptance of final payment prior to the Date of Substantial Completion of the Project. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10.1 SAFETY PRECAUTIONS AND PROGRAMS 10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.1 The Contractor shall take all reasonable precau- tions for the safety of, and shall provide all reasonable protection to prevent damage, injury or loss to: .1 all employees on the Work and all other persons who may be affected thereby; .2 all the Work and all materials and equipment to be incorporated therein, whether in storage on or off the site, under the care, custody or control of the Contractor or any of the Contractor's Subcon- tractors or Sub - subcontractors; .3 other property at the site or adjacent thereto, in- cluding trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction; and .4 the work of the Owner or other separate contrac- tors. 10.2.2 The Contractor shall give all notices and comply with all applicable laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the safety of persons or property or their protection from damage, injury or loss. 10.2.3 The Contractor shall erect and maintain, as re- quired by existing conditions and the progress of the Work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent utilities. 10.2.4 When the use or storage of explosives or other hazardous materials or equipment is necessary for the execution of the Work, the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of properly qualified personnel. 10.2.5 The Contractor shall promptly remedy all damage or loss (other than damage or loss insured under Para- graph 11.3) to any property referred to in Clauses 10.2.1.2 and 10.2.1.3 caused in whole or in part by the Contrac- tor, any Subcontractor, any Sub - subcontractor, anyone di- rectly or indirectly employed by any of them, or by any- one for whose acts any of them may be liable, and for which the Contractor is responsible under Clauses 10.2.1.2 and 10.2.1.3, except damage or loss attributable to the acts or omissions of the Owner, the Architect, the Con- struction Manager or anyone directly or indirectly em- ployed by any of them, or by anyone for whose acts any of them may be liable, and not attributable to the fault or negligence of the Contractor. The foregoing obliga- tions of the Contractor are in addition to the Contractor's obligations under Paragraph 4.18. 10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless 17 A201/CM —1900 AIA DOCUMENT A3S1ICM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 1110 EDITION • AIAD • • 1110 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 otherwise designated by the Contractor in writing to the Owner and the Construction Manager. 10.2.7 The Contractor shall not Toad or permit any part of the Work to be loaded so as to endanger its safety. 10.3 EMERGENCIES 10.3.1 In any emergency affecting the safety of persons or property the Contractor shall act, at the Contractor's discretion, to prevent threatened damage, injury or Toss. Any additional compensation or extension of time claimed by the Contractor on account of emergency work shall be determined as provided in Article 12 for Changes in the Work. ARTICLE 11 INSURANCE 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1 The Contractor shall purchase and maintain insur- ance for protection from the claims set forth below which may arise out of or result from the Contractor's opera- tions under the Contract, whether such operations be by the Contractor or by any Subcontractor, or by anyone di- rectly or indirectly employed by any of them, or by any- one for whose acts any of them may be liable: .1 claims under workers' or workmen's compensa- tion, disability benefit and other similar employee benefit acts; .2 claims for damages because of bodily injury, occu- pational sickness or disease, or death of the Con- tractor's employees; .3 claims for damages because of bodily injury, sick- ness or disease, or death of any person other than the Contractor's employees; .4 claims for damages insured by usual personal in- jury liability coverage which are sustained (1) by any person as a result of an offense directly or indirectly related to the employment of such per- son by the Contractor, or (2) by any other person; .5 claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom; and .6 claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. 11.1.2 The insurance required by .Subparagraph 11.1.1 shall be written for not Tess than any limits of liability specified in the Contract Documents or required by law, whichever is greater. 11.1.3 The insurance required by Subparagraph 11.1.1 shall include contractual liability insurance applicable to the Contractor's obligations under Paragraph 4.18. 11.1.4 Certificates of Insurance acceptable to the Owner shall be submitted to the Construction Manager for trans- mittal to the Owner prior to commencement of the Work. These Certificates shall contain a provision that coverages afforded under the policies will not be canceled until at least thirty days' prior written notice has been given to the Owner. 11.2 OWNER'S LIABILITY INSURANCE 11.2.1 The Owner shall be responsible for purchasing and maintaining Owner's liability insurance and, at the Owner's option, may purchase and maintain insurance for protection against claims which may arise from operations under the Contract. 11.3 PROPERTY INSURANCE 11.3.1 Unless otherwise provided, the Owner shall pur- chase and maintain property insurance upon the entire Work at the site to the full insurable value thereof. This insurance shall include the interests of the Owner, the Construction Manager, the Contractor, Subcontractors and Sub - subcontractors in the Work, and shall insure against the perils of fire and extended coverage and shall include "all risk" insurance for physical loss or damage including, without duplication of coverage, theft, van- dalism and malicious mischief, If the Owner does not intend to purchase such insurance for the full insurable value of the entire Work, the Owner shall inform the Contractor in writing prior to commencement of the Work. The Contractor may then effect insurance which will protect the interests of the Contractor, the Contrac- tor's Subcontractors and the Sub - subcontractors in the Work, and by appropriate Change Order the cost thereof shall be charged to the Owner. If the Contractor is dam- aged by failure of the Owner to purchase or maintain such insurance and to so notify the Contractor, then the. . Owner shall bear all reasonable costs properly attributa- ble thereto. If not covered under the all risk insurance or otherwise provided in the Contract Documents, the Contractor shall effect and maintain similar property .in- surance on portions of the Work stored off the site or in transit when such portions of the Work are to be in- cluded in an Application for Payment under Subpara- graph 9.3.2. 11.3.2 The Owner shall purchase and maintain such boiler and machinery insurance as may be required by the Contract Documents or by law. This insurance shall include the interests of the Owner, the Construction Man- ager, the Contractor, Subcontractors and Sub- subcontrac- tors in the Work. 11.3.3 Any loss insured under Subparagraph 11.3.1 is to be adjusted with the Owner and made payable to the Owner as trustee for the insureds, as their interests may appear, subject to the requirements of any applicable mortgagee clause and of Subparagraph 11.3.8. The Con- tractor shall pay each Subcontractor a just share of any insurance monies received by the Contractor, and by ap- propriate agreement, written where legally required for validity, shall require each Subcontractor to make pay- ments to their Sub - subcontractors in similar manner. 11.3.4 The Owner shall file a copy of all policies with the Contractor before an exposure to loss may occur. 11.3.5 If the Contractor requests in writing that insur- ance for risks other than those described in Subpara- graphs 11.3.1 and 11.3.2, or other special hazards, be included in the property insurance policy, the Owner shall, if possible, include such insurance, and the cost thereof shall be charged to the Contractor by appropriate Change Order. AIA DOCUMENT AaS11CM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 1960 EDITION • AIA• • 01960 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A201 /CM —19110 18 11.3.6 The Owner and the Contractor waive all rights against (1) each other and the Subcontractors, Sub -sub- contractors, agents and employees of each other, and (2) the Architect, the Construction Manager and separate con- tractors, if any, and their subcontractors, sub- subcontrac- tors, agents and employees, for damages caused by fire or other perils to the extent covered by insurance obtained pursuant to this Paragraph 11.3 or any other property in- surance applicable to the Work, except such rights as they may have to the proceeds of such insurance held by the Owner as trustee. The foregoing waiver afforded the Architect, the Construction Manager, their agents and employees shall not extend to the liability imposed by Subparagraph 4.18.3. The Owner or the Contractor, as appropriate, shall require of the Architect, the Construc- tion Manager, separate contractors, Subcontractors and Sub - subcontractors by appropriate agreements, written where legally required for validity, similar waivers each in favor of all other parties enumerated in this Sub- paragraph 11.3.6. 11.3.7 If required in writing by any party in interest, the Owner as trustee shall, upon the occurrence of an in- sured loss, give bond for the proper performance of the Owner's duties. The Owner shall deposit in a separate account any money so received, and shall distribute it in accordance with such agreement as the parties in interest may reach, or in accordance with an award by arbitration in which case the procedure shall be as provided in Para- graph 7.9. If after such loss no other special agreement is made, replacement of damaged Work shall be covered by an appropriate Change Order. 11.3.8 The Owner, as trustee, shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object, in writing within five days after the occurrence of loss, to the Owner's exercise of this power, and if such objection be made, arbitrators shall be chosen as provided in Paragraph 7.9. The Owner as trustee shall, in that case, make settlement with the insurers in accordance with the directions of such arbi- trators. If distribution of the insurance proceeds by arbi- tration is required, the arbitrators will direct such dis- tribution. 11.3.9 If the Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion thereof, such occupancy shall not commence prior to a time mutually agreed to by the Owner and the Contractor and to which the insurance company or com- panies providing the property insurance have consented by endorsement to the policy or policies. This insurance shall not be canceled or lapsed on account of such partial occupancy. Consent of the Contractor and of the insur- ance company or companies to such occupancy or use shall not be unreasonably withheld. 11.4 LOSS OF USE INSURANCE 11.4.1 The Owner, at the Owner's option, may purchase and maintain insurance for protection against loss of use of the Owner's property due to fire or other hazards, however caused. The Owner waives all rights of action against the Contractor for Toss of use of the Owner's property, including consequential losses due to fire or other hazards however caused, to the extent covered by insurance under this Paragraph 11.4. ARTICLE 12 CHANGES IN THE WORK 12.1 CHANGE ORDERS 12.1.1 A Change Order is a written order to the Con- tractor signed to show the recommendation of the Con- struction Manager, the approval of the Architect and the authorization of the Owner, issued after execution of the Contract, authorizing a change in the Work or an adjust- ment in the Contract Sum or the Contract Time. The Contract Sum and the Contract Time may be changed only by Change Order. A Change Order signed by the Contractor indicates the Contractor's agreement there- with, including the adjustment in the Contract Sum or the Contract Time. 12.1.2 The Owner, without invalidating the Contract, may order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and the Contract Time being adjusted accordingly. All such changes in the Work shall be authorized by Change Order, and shall be performed under the applicable conditions of the Contract Docu- ments. 12.1.3 The cost or credit to the Owner resulting from a change in the Work shall be determined in one or more of the following ways: .1 by mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; .2 by unit prices stated in the Contract Documents or subsequently agreed upon; .3 by cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; or .4 by the method provided in Subparagraph 12.1.4. 12.1.4 If none of the methods set forth in Clauses 12.1,3.1, 12.1.3.2 or 12.1.3.3 is agreed upon, the Contrac- tor, provided a written order signed by the Owner is re- ceived, shall promptly proceed with the Work involved. The cost of such Work shall then be determined by the Architect, after consultation with the Construction Man- ager, on the basis of the reasonable expenditures and savings of those performing the Work attributable to the change, including, in the case of an increase in the Con- tract Sum, a reasonable allowance for overhead and profit. In such case, and also under Clauses 12.1.3.3 and 12.1.3.4 above, the Contractor shall keep and present, in such form as the Owner, the Architect or the Construc- tion Manager may prescribe, an itemized accounting to- gether with appropriate supporting data for inclusion in a Change Order. Unless otherwise provided in the Con- tract Documents, cost shall be limited to the following: cost of materials, including sales tax and cost of delivery; cost of labor, including social security, old age and unemployment insurance, and fringe benefits required by agreement or custom; workers' or workmen's compensa- tion insurance; bond premiums; rental value of equip- ment and machinery; and the additional costs of super- vision and field office personnel directly attributable to the change. Pending final determination of cost to the Owner, payments on account shall be made on the Ar- chitect's approval of a Project Certificate for Payment. 19 A201 /CM —1910 AIA DOCUMENT A701ICM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 1110 EDITION • AIM • • 1Se0 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 The amount of credit to be allowed by the Contractor to the Owner for any deletion or change which results in a net decrease in the Contract Sum will be the amount of the actual net cost as confirmed by the Architect after consultation with the Construction Manager. When both additions and credits covering related Work or substitu- tions are involved in any one change, the allowance for overhead and profit shall be figured on the basis of the net increase, if any, with respect to that change. 12.1.5 If unit prices are stated in the Contract Docu- ments or subsequently agreed upon, and if the quantities originally contemplated are so changed in a proposed Change Order that application of the agreed unit prices to the quantities of Work proposed will cause substantial inequity to the Owner or the Contractor, the applicable unit prices shall be equitably adjusted. 12.2 CONCEALED CONDITIONS 12.2.1 Should concealed conditions encountered in the performance of the Work below the surface of the ground or should concealed or unknown conditions in an existing structure be at variance with the conditions indicated by the Contract Documents, or should unknown physical conditions below the surface of the ground or should concealed or unknown conditions in an existing struc- ture of an unusual nature, differing materially from those ordinarily encountered and generally recognized as in- herent in work of the character provided for in this Con- tract, be encountered, the Contract Sum shall be equita- bly adjusted by Change Order upon claim by either party made within twenty days after the first observance of the conditions. 12.3 CLAIMS FOR ADDITIONAL COST 12.3.1 If the Contractor wishes to make a claim for an increase in the Contract Sum, the Contractor shall give the Architect and the Construction Manager written no- tice thereof within twenty days after the occurrence of the event giving rise to such claim. This notice shall be given by the Contractor before proceeding to execute the Work, except in an emergency endangering life or prop- erty in which case the Contractor shall proceed in ac- cordance with Paragraph 10.3. No such claim shall be valid unless so made. If the Owner and the Contractor cannot agree on the amount of the adjustment in the Contract Sum, it shall be determined by the Architect after consultation with the Construction Manager. Any change in the Contract Sum resulting from such claim shall be authorized by Change Order. 12.3.2 If the Contractor claims that additional cost is in- volved because of, but not limited to, (1) any written in- terpretation pursuant to Subparagraph 2.3.11, (2) any or- der by the Owner to stop the Work pursuant to Para- graph 3,3 where the Contractor was not at fault, or any such order by the Construction Manager as the Owner's agent, (3) any written order for a minor change in the Work issued pursuant to Paragraph 12.4, or (4) failure of payment by the Owner pursuant to Paragraph 9.7, the Contractor shall make such claim as provided in Sub- paragraph- 12.3.1, 12.4 MINOR CHANGES IN THE WORK 12.4.1 The Architect will have authority to order minor changes in the Work not involving an adjustment in the Contract Sum or extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes shall be effected by written order issued through the Construction Manager, and shall be binding on the Owner and the Contractor. The Contractor shall carry out such written orders promptly. ARTICLE 13 UNCOVERING AND CORRECTION OF WORK 13.1 UNCOVERING OF WORK 13.1.1 If any portion of the Work should be covered contrary to the request of the Architect or the Construc- tion Manager, or to requirements specifically expressed in the Contract Documents, it must, if required in writing by either, be uncovered for their observation and shall be replaced at the Contractor's expense. 13.1.2 If any other portion of the Work has been cov- ered which the Architect or the Construction Manager has not specifically requested to observe prior to its being covered, either may request to see such Work and it shall be uncovered by the Contractor. If such Work be found in accordance with the Contract Documents, the cost of uncovering and replacement shall, by appropriate Change Order, be charged to the Owner. 0 such Work be found not in accordance with the Contract Documents, the Contractor shall pay such costs unless it be found that this condition was caused by the Owner or a separate contractor as provided in Article 6, in which event the Owner shall be responsible for the payment of such costs. 13.2 CORRECTION OF WORK 13.2.1 The Contractor shall promptly correct all Work rejected by the Architect or the Construction Manager as defective or as failing to conform to the Contract Docu- ments whether observed before or after Substantial Com- pletion of the Project and whether or not fabricated, in- stalled or completed. The Contractor shall bear all costs of correcting such rejected Work, including compensa- tion for the Architect's and the Construction Manager's additional services made necessary thereby. 13.2.2 If, within one year after the Date of Substantial Completion of the Project or designated portion thereof, or within one year after acceptance by the Owner of designated equipment, or within such longer period of time as may be.prescribed by law or by the terms of any applicable special warranty required by the Contract Docu- • ments, any of the Work is found to be defective or not in accordance with the Contract Documents, the Contractor shall correct it promptly after receipt of a written notice from the Owner to do so unless the Owner has previ- ously given the Contractor a written acceptance of such condition. This obligation shall survive both final payment for the Work or designated portion thereof and termina- tion of the Contract. The Owner shall give such notice promptly after discovery of the condition. 13.2.3 The Contractor shall remove from the site all portions of the Work which are defective or nonconform- ing and which have not been corrected under Subpara- graphs 4.5.1, 13.2.1 and 13.2.2, unless removal is waived by the Owner. 132.4 If the Contractor fails to correct defective or non- conforming Work as provided in Subparagraphs 4.5.1, AIA DOCUMENT A2l1ICM • GENERAL CONDITIONS Of THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • JUNE 1110 EDITION • AIA• • • 1110 • THE AMERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20005 A201/CM-1111111 20 13.2.1 and 13.2.2, the Owner may correct it in accordance with Paragraph 3.4. 13.2.5 If the Contractor does not proceed with the cor- rection of such defective or nonconforming Work within a reasonable time fixed by written notice from the Archi- tect issued through the Construction Manager, the Owner may remove it and may store the materials or equipment at the expense of the Contractor. If the Contractor does not pay the cost of such removal and storage within ten days thereafter, the Owner may, upon ten additional days' written notice, sell such Work at auction or at pri- vate sale and shall account for the net proceeds thereof, after deducting all the costs that should have been borne by the Contractor, including compensation for the Archi- tect's and the Construction Manager's additional services made necessary thereby. If such proceeds of sale do not cover all costs which the Contractor should have borne, the difference shall be charged to the Contractor and an appropriate Change Order shall be issued. If the payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the differ- ence to the Owner. 13.2.6 The Contractor shall bear the. cost of making good all work of the Owner or separate contractors de- stroyed or damaged by such correction or removal. 13.2.7 Nothing contained in this Paragraph 13.2 shall be construed to establish a period of limitation with respect to any other obligation which the Contractor might have under the Contract Documents, including Paragraph 4.5 hereof, The establishment of the time periods noted in Subparagraph 13.2.2, or such longer period of time as may be prescribed by law or by the terms of any warranty required by the Contract Documents, relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the Contractor's obligation to comply with the Contract Doc- uments may be sought to be enforced, nor to the time within which proceedings may be commenced to estab- lish the Contractor's liability with respect to the Contrac- tor's obligations other than specifically to correct the Work, 13.3 ACCEPTANCE OF DEFECTIVE OR NONCONFORMING WORK 13.3.1 If the Owner prefers to accept defective or non- conforming Work, the Owner may do so instead of requir- ing its removal and correction, in which case a Change Order will be issued to reflect a reduction in the Contract Sum where appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. ARTICLE 14 TERMINATION OF THE CONTRACT 14.1 TERMINATION BY THE CONTRACTOR 14.1.1 If the Work is stopped for a period of thirty days under an order of any court or other public authority having jurisdiction, or as a result of an act of govemment such as a declaration of a national emergency making materials unavailable, through no act or fault of the Con- tractor or a Subcontractor or their agents or employees or any other persons performing any of the Work under a contract with the Contractor, or if the Work should be stopped for a period of thirty days by the Contractor be- cause of the Construction Manager's failure to recom- mend or the Architect's failure to issue a Project Certifi- cate for Payment as provided in Paragraph 9.7 or because the Owner has not made payment thereon as provided in Paragraph 9.7, then the Contractor may, upon seven addi- tional days' written notice to the Owner, the Architect and the Construction Manager, terminate the Contract and recover from the Owner payment for all Work executed and for any proven Toss sustained upon any materials, equipment, tools, construction equipment and machinery, including reasonable profit and damages. 14.2 TERMINATION BY THE OWNER 14.2.1 If the Contractor is adjudged a bankrupt, or makes a general assignment for the benefit of creditors, or if a receiver is appointed on account of the Contrac- tor's insolvency, or if the Contractor persistently or re- peatedly refuses or fails, except in cases for which exten- sion of time is provided, to supply enough property skilled workers or proper materials, or fails to make prompt payment to Subcontractors or for materials or labor, or persistently disregards laws, ordinances, rules, regulations or orders of any public authority having juris- tion, or otherwise is guilty of a substantial violation of a provision of the Contract Documents, and fails within seven days after receipt of written notice to commence and continue correction of such default, neglect or viola- tion with diligence and promptness, the Owner, upon certification by the Architect after consultation with the Construction Manager that sufficient cause exists to justify such action, may, after seven days following receipt by the Contractor of an additional written notice and with- out prejudice to any other remedy the Owner may have, terminate the employment of the Contractor and take possession of the site and of all materials, equipment, tools, construction equipment and machinery thereon owned by the Contractor and may finish the Work by whatever methods the Owner may deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the Work is finished. 14.2.2 If the unpaid balance of the Contract Sum ex- ceeds the costs of finishing the Work, including compen- sation for the Architect's and the Construction Manager's additional services made necessary thereby, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or to the Owner, as the case may be, shall be certified by the Architect, upon application, in the manner provided in Paragraph 9.4, and this obligation for payment shall survive the termination of the Contract. 21 A201 /CM —1ISS MA DOCUMENT AIRUCM • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION CONSTRUCTION MANAGEMENT EDITION • IUNI 1E19 EDITION • AIM • .11I1) • THE AMERICAN INSTITUTE Of ARCNITECTS,173S NEW YORK AVE., N.W., WASHINGTON, D.C. 34105 DOCUMENT 00440 PRODUCT SUBSTITUTION REQUEST FORM HAMPTON INN HOTEL Tukwila, Washington 8910 To ARCHITECTS INCORPORATED: We hereby submit for your consideration product in place of the product specified for the above project: Section Paragraph Specified Product Proposed Substitution the following Attach complete technical data and indicate proposed product, app licab le. Include complete information on changes to Drawings and /or substitution will require for its proper installation. Fill in spaces below: A. Does substitution affect dimensions shown on Drawings? B. What affect does substitution have on other trades? including laboratory tests if Specifications that proposed C. Difference between proposed product and specified product? D. Manufacturer's warranty /guarranty of proposed and specified product are i (Same) (Different) (Explain) E. Will the undersigned pay for changes to the building design, including engineering and detailing costs necessitated for substitution product? The undersigned states that the function, appearance, and quality are equivelant or superior to product specified: firm Address Signature Telephone Date Architects Incorporated Responce: END OF DOCUMENT 00440 - I DOCUMENT 00800 SUPPLEMENTARY GENERAL CONDITIONS / C M PART 1 GENERAL 1.1 REQUIREMENTS INCLUDED A. The following supplements modify, change, delete from or add to the "General Conditions of the Contract for Construction ", AIA Document A201 /CM, Second Edition, June 1980. Where any Article of the General Conditions is modified or any Paragraph, Subparagraph or Clause thereof is modified or deleted by these Supplementary Conditions, the unaltered provisions of that Article, Paragraph, Subparagraph or Clause shall remain in effect. 1.2 ARTICLE I - CONTRACT DOCUMENTS A. Add the following subparagraph: 1.1.5 The Project Manual is the volume which includes the bidding requirements, sample forms and certain of the contract documents such as the Conditions of the Contract and Specifications. B. Add the following subparagraph: 1.2.5 Should a conflict exist in the Contract Documents regarding the quality or quantity of any item or labor, the greater and /or best shall apply unless approved otherwise, in writing, by the Architect. I.3 ARTICLE 3 - OWNER A. Delete Subparagraph 3.2.5 in its entirety and substitute the following: 3.2.5 Each Contractor will be fumished free of charge copies of Drawings and Project Manuals in quanities deemed sufficient by the Construction Manager. Additional sets will be furnished at the cost of reproduction, postage, and hand ling. 1.4 ARTICLE 4 - CONTRACTOR A. Add the following subparagraph: , 4.43 Not later than 10 days from the Contract Date, the Contractor shall provide a list showing the name of the manufacturer proposed to be used and, where applicable, the name of the installing Subcontractor. B. Add the following subparagraph: 4.4.4 The Construction Manager will promptly reply in writing to the Contractor stating whether the Owner or the Construction Manager, after due investigation, has reasonable objection to any such proposal. If adequate data an any proposed manufacturer or installer is not available, the Construction Manager may state that action will be defered until the Contractor provides further data. Failure of the Owner or the Arcitect to advise promptly the Construction Manager of any reasonable objection or failure shall constitute notice of no reasonable objection. Failure to object to a manufacturer shall not constitute a waiver of any of the requirements of the Contract Documents, and all products furnished by the listed manufacturer must conform to such requirements. 00800 - I C. Add the following subparagraph: 4.4.4.1 After the Contract has been executed, the Owner, the Construction Manager will consider a formal request for substitution of products in place of those specified only under the conditions set forth in Section 01600. D. Add the following subparagraph: 4.4.4.2 By making requests for substitutions based on 4.4.4.1 above, the Contractor: 1. Represents that the Contractor has personally investigated the proposed substitute product and determined that it is equal or superior in all respects to that specified; represents that the Contractor will provide the same warranty for the substitution that the Contractor would for that specified; 3. certifies that the cost data presented is complete and includes all related costs under this Contract but excludes costs under separate contracts, and excludes the Architect's redesign costs and the Construction Manager's related costs; • and waives all claims for additional costs related to the substitution which subsequently become apparent; and 4. will coordinate the installation of the accepted substitute, making such changes as may be required for the Work to be complete in all respects. E. Add the following paragraph: 4.4.5 Whenever the provisions of any section of the Specifications may conflict with any agreement or regulations of any kind in force among members of any trade association, union or council which regulates or distinguishes that work shall or shall not be included in the Work of any particular trade, the Contractor must make all necessary arrangements to reconcile any such conflict without recourse to the Construction Manager, Architect or the Owner. F. Add to subparagraph 4.7.1 the following: The Contractor shall furnish to the Construction Manager copies of all permits as required in the course of the job. G. Add the following paragraph: 4.7.1.2 The Contractor shall obtain and pay for all licenses and permits (except Building Permit) and shall pay all fees and charges for connections to outside services and for the use of municipal or private property for storage of materials, parking, temporary obstructions, enclosures, opening and patching of streets, etc., off of the property arising from the construction and completion of the work. 1.5 ARTICLE 9 - PAYMENTS AND COMPLETION A. Delete the first sentance of subparagraph 9.3.2 in its entirety and substitute the following: Payments will be made on account of materials or equipment not incorporated in the Work but delivered and suitably stored at the site and on materials or equipment suitably stored off the site in a Bonded or Insured Warehouse (to which the Owner and Architect have no objection) with an insurance policy providing for 100% full replacement cost showing the Owner as beneficiary. B. Add the following sentence to 9.8.2: The payment shall be sufficient to increase the total payment to ninety five (95) percent of the Contract Sum, less such amounts as the Architect and the Construction Manager shall determine for all incomplete Work and unsettled claims. 00800 - 2 . I. Worker's Compensation: a. State: Statutory b. Applicable Federal: (e.g., Longshoremen's): Statutory 2. Comprehensive General Liability (including Premises - Operations; Independent Contractors' Protective; Products and Completed Operations; Broad Form Property Damage): a. Bodily Injury: (1) Each Occurrence: $500,000 (2) Annual Aggregate: $1,000,000 b. Property Damage: (1) Each Occurrence: $500,000 (2) Annual Aggregate: $1,000,000 c. Products and Completed Operations to be maintained for three (3) years after final payment. d. Property Damage Liability Insurance will provideX, C or U coverage as applicable; per occurance: $500,00. 3. Contracturol Liability: a. Bodily Injury: (I) Each Occurrence: $500,000 b. Property Damage: (1) Each Occurrence: $500,00 (2) Annual Aggregate: $ I,000,000 4. Personal Injury, with Employment Exclusion deleted: a. Annual Aggregate: $500,000 5. Comprehensive Automobile Liability a. Bodily Injury: (1) Each Person: $500,000 (2) Each Occurrence: $500,000 00800 b. Property Damage: (I) Each Occurrence: $500,000 Note: If the state in which this project is located has a no -fault automobile insurance requirement. The Contractor shall be certain that coverage is provided which conforms to any specific stipulation in the law. D. Add the following paragraph: 11.1.2.2 The required General Liability Insurance shall name the Owner as an additional insured. E. Add the following paragraph: 11.1.4.1 The Contractor shall furnish two copies each of Certification of Insurance herein required for each copy of the Agreement which shall specifically set forth evidence of all coverage required by Subparagraphs 11.1.1, 11.1.2, 11.1.3. The Contractor shall furnish two copies of any endorsements that are subsequently issued amending coverage or limits. Submit to Construction Manager. E. In paragraph 11.3.1 beginning in line 8 delete the following clause: "without duplications of coverage" F. Add the folowing paragraph: 1 1.3.1.1 The form of policy for this coverage shall be reporting. G. Add the following paragraph: 11.3.1.2 If by the terms of this insurance any mandatory deductibles are required, or if the Owner should elect to increase the mandatory deductible amounts or purchase insurance with voluntary deductible amounts, the Owner shall be responsible for payment of the amount of the deductible in the event of apaidclaim. H. Amend paragraph 11.3.6 as follows: In the first sentence after the words" (2) the Architect ", insert .the words "...,the Architect=s consultants ". After the words " separate contractors, if any, and ", insert the words" any of" Add the following sentence: The policies shall be endorsed to include such waivers of subrogation. 1. Add the following paragraph 11.5: 11.5 INDEMNITY 11.5.1 The Contractor shall indemnify, defend and save harmless the Owner, the Architect, and the Architect's Consultants from and against all claims, damages, costs, legal fees, expenses, actions and suits whatsoever including injury or death of others or any employee of the Contractor, Subcontractors or the Sub - subcontractors, agents or employees, caused by failure to comply fully with any term or condition of the contract, or caused by damage to or loss of use of property, directly or indirectly, by the carrying out of the work or by reason of any matter or thing done, permitted or omitted to be done by Contractor, his agents, Subcontractors or employees and occasioned by the negligence of the Contractor, his agents, Subcontractors or employees. { 1.7 ARTICLE 12 - CHANGES IN WORK A. Amend Subparagraph 12.1.4 as follows: In the second sentence, delete the words "a resonable allowance for overhead and profit" and substitute "an allowance for overhead and profit in accordance with the schedule set forth in Subparagraph 12.1.6 below." B. Add the following subparagraph 12.1.6: 12.1.6 In Subparagraphs 12.1.3 and 12.1.4 the allowance for overhead and profit combined, included in the total cost to the Owner, shall be based on the following schedule: 1. For the Contractor, for any Work performed by the Contractor's own forces, fi fteen (II) percent of the cost. 2. For the Contractor, for Work performed by the Contractor's Subcontractor, ten (10) percent of the amount due the Subcontractor. 3. For each Subcontractor or Sub- aubcantractor involved, for any Work performed by that Subcontractor's own forces, fifteen (15) percent of the cost. 4. For each Subcontractor, for Work performed by the Subcontractor's Sib- subcontractors ten (10) percent of the amount due the Sub -subcontractor. 5. Cost to which overhead and profit is to be applied shall be determined in accordance with Subparagraph 12.1.4. 6. In order to facilitate checking of quotations for extras or credits, all proposals, except those so minor that their propriety can be seen by inspection, shall be accompanied by a complete itemization of costs including labor, materials and Subcontracts. Labor and materials shall be itemized in the manner prescribed above. Where major cost items are Subcontracts, they shall be itemized also. 1.8 ARTICLE 14 - TERMINATION OF CONTRACT A. Amend paragraph 14.2.1 as follows: In the first sentence, delete the words "is adjudged a bankrupt, or makes a general assignment for the benefit of creditors, or if a receiver is appointed on account of the Contractor's insolvency, or if the Contractor,". 1.9 ARTICLE 15 - EQUAL OPPORTUNITY A. 15.1 The Contractor shall maintain policies of employment as follows: 15.1.1 The Contractor and all Subcontractors shall not discriminate against any employee or application for employment because of race, religion, color, sex, national origin or age. The Contractor shall take affirmative action to insure that applicants are employed, and that employees are treated during employment without regard to their race, religion, color, sex, national origin or age. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the policies of non -discrimination. 00800 - 5 15.1.2 The Contractor and all Subcontractors ::shall, in all solicitations or advertisement for employees placed by them or on their behalf, state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex, national origin or age. REPORT OF GEOTECI•NI CAL 8G I DEER 1 NG SERVICES GeoEngineerrs, Inc. 140th Ave. I'E, Suite 105 Bellevue, WA 98005. 206 -746 -5200 Fax 206 - 746 -5068 LOCATION HAMPTON INN HOTEL 56th .& West Valley Hiway Washington OWNER Tukwila Associates, Limited Partnership 380 Park Center Blvd., Suite 310 Boise, Idaho 83706 GeoliEngineers T A B L E O F CONTENTS INTRODUCTION SCOPE SITE CONDITIONS SURFACE CONDITIONS SUBSURFACE CONDITIONS CONCLUSIONS AND RECOMMENDATIONS GENERAL SITE PREPARATION AND EARTHWORK Site Preparation Structural Fill Cut and Fill Slopes Fill Settlement FOUNDATION SUPPORT General Axial Capacity Pile Downdrag Lateral Capacity Settlement Installation SLAB SUPPORT SWIMMING POOL PAVEMENTS DRAINAGE CONSIDERATIONS. OTHER SITE CHARACTERISTICS USE OF THIS REPORT SITE PLAN Page No. 1 3 3 3 4 4 5 5 6 8 8. 8 8 8 9 '10 .10 11, 12 13 14 15 15. List of Figures APPENDIX FIELD EXPLORATIONS AND LABORATORY TESTING. FIELD EXPLORATIONS LABORATORY TESTING Figure No. 1 Page No. SOIL CLASSIFICATION SYSTEM KEy.TO.BORING LOG SYMBOLS. LOGS OF BORINGS LOGS OF TEST PITS CONSOLIDATION TEST RESULTS, DIRECT SHEAR TEST RESULTS Figure No . -1 A -2 S};thru A -7 -8 ttiru A -9 • .. :. ✓.:.�,:,, Geo Engineers REPORT OF GEOTECHNICAL ENGINEERING SERVICES PROPOSED TUKWILA, WASHINGTON FOR INTRODUCTION This report presents the results of our geotechnical engineering services for the proposed in Tukwila, Washington. The location of the project site and proposed new facilities are shown on the Site Plan, Figure 1. We understand that the proposed development will include a four -story building with a swimming pool and surrounding paved parking areas. The building will be L- shaped with dimensions of about 150 feet north- south by 130 feet east -west. The pool will be located east of the south wing and extend 5 feet below grade. We understand that the majority of the building will be supported on continuous wall footings having loads of on the order of 8 to 10 kips per lineal foot. A few individual column footings having loads in the range of 80 to 100 kips will also be used. The first floor slab will have a live load of about 80 pounds per square foot. We understand that new grades will be close to the existing site grades. -- The site plan indicates that Nelson Place will extend along the south side of the property. This portion of Nelson Place has not yet been constructed. The design of Nelson Place is being performed and is not included in the scope of this study. SCOPE The purposes of our services are to explore the subsurface soil and ground water conditions at the project site and to develop geotechnical recommendations and design criteria for the proposed development. Our specific scope of services includes the following: ,.{� , ' '� �•�•':;� Geo Engineers 1. Explore subsurface conditions by drilling three test borings, excavating five test pits, and reviewing available information from previous studies performed in the site vicinity. 2. provide geotechnical design and performance criteria for the most economical foundations, including allowable bearing capacities for spread footings (if appropriate) and pile capacity - penetration relationships for pile foundations. 3. Establish criteria for embankments, grading, filling and backfilling, including estimates of settlements due to the placement of new fill. 4. Availability of fill material and compaction requirements for site fill, construction backfill, and for the support of structures and pavements. 5. Subgrade recommendations for building foundations, floor slabs and /or pavements on grade. 6. Anticipation and management of ground water during construction of structures and pavements, especially with respect to the planned swimming pool. 7. Temporary excavation and temporary protection such as excavation sheeting, underpinning and temporary dewatering systems, as appropriate. 8. Criteria for temporary and permanent cut and fill slopes: 9. Lateral earth pressures for design of walls below grade, including criteria for backfill, compaction and drainage. 10. Pavement design criteria and subgrade preparation. 11. Evaluation of seismic hazard and local or state code require- ments. 12. Frost penetration depth and effect for the Puget Sound area. 13. Evaluation and comments on the effect of weather and /or construction equipment on soil during construction. 14. Evaluation of soils to ascertain presence of potentially expansive, deleterious, chemically active or corrosive materials or conditions, or presence of gas. 15. Review project plans and specifications. 2 Geo. Engineers A Phase 1 site assessment has also been completed in conjunction with this study. The results of the site assessment are presented as a separate letter report dated April 4, 1988. SITE CONDITIONS SURFACE CONDITIONS The site is located on the east side of West Valley Highway (SR 101), immediately south of Interstate 405. The parcel is approximately 300 feet in length on the north property line, increasing to about 500 feet in length along the south property line, and about 430 feet wide north to south. The site is currently occupied by three houses located on the west half of the property. Numerous sheds are present east of the houses. An abandoned concrete swimming pool is present near the west edge of the property about 140 feet south of the northwest property corner. This pool appears to be 10- to 12 -feet deep at one end. The survey which you provided to us shows an old building foundation in the north portion of the site. At the time of our explorations, this foundation was not noticeable above the existing ground surface. The east edge of the property is currently occupied by a portion of Nelson Place. We understand that this portion of ths.street will be abandoned and that Nelson Place will be relocated to a parcel situated immediately south of the site. The ground surface is nearly level across the site, sloping slightly downward to the east. Existing vegetation consists of sod, blackberry bushes, landscape plants, and scattered deciduous trees. Trash and debris are scattered across the site. We understand that the north portion .of the site was recently used as a contractor staging area. SUBSURFACE CONDITIONS Subsurface conditions were explored by drilling three test borings and excavating five teat pits at the locations shown in Figure 1. In addition, two monitor wells were installed as part of the site assessment 3 Geolli Engineers atudy. The description of the wells is presented in our site assessment letter report dated April 4, 1988. A description of the field exploration and laboratory testing procedures and the logs of the explorations are presented in Appendix A. The site is situated on the broad alluvial plain of the Green River. The river channel is located 300 to. 400 feet west of the site, trending north- south. Relatively consistent subsurface conditions were encountered in our explorations. In general, the site is underlain by soft to medium stiff silt which is, in turn, underlain by dense to very dense sand. The silt extended to depths of 21 feet in Boring 1 and 27 to 28 feet in Borings 2 and 3. Layers of loose fine sand and silty sand were encountered near the surface and interbedded with the silt from a depth of 9 to about 20 feet. Boring 1 encountered a layer of medium dense sand and silty sand from a depth of 21 to 27 feet. At a depth of 27 to 28 feet, dense to very dense fine to medium sand was encountered in all of the borings. The sand extended to the maximum depth drilled (44 feet), and based on our knowledge of general geologic conditions in the area, probably extends to a depth of more than 100 feet. Ground water seepage was observed in Teat Pita 1 and 3 at depths of 10 and 9 feet, respectively. Ground water levels were measured in the monitor wells at a depth of 11 to 12 feet. However, the silt generally was wet and stained below a depth of about 4 to 5 feet, indicating that the ground water often rises to this level. We expect that the ground water levels at the site will fluctuate with variations in seasonal precipitation and with the level of the Green River. • CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on the results of our explorations, it is our opinion that the project site is suitable for the proposed development. Compressible silt was encountered to depths of about 21 to 28 feet across the site. 4 Geo. Engineers To minimize post- construction settlement of the building, two foundation support options have been considered. The first option consists of supporting conventional spread footings on a 4- to 5 -foot thick pad of structural fill in combination with a preload fill in the building area. This option would require overexcavation on the order of 5 feet below existing grade, and allowing the preload to remain in place for about 4 to 5 months. The second option consists of supporting the building on piles which extend into the deeper competent sand deposits. We have discussed both options with you and understand that the building will probably be pile supported. Recommendations for pile support of the building are presented in detail below. If you elect to support the building on spread footings, we should be consulted to provide the necessary modifications to this report. At the time this study was completed, site grades were not established. In our opinion, there are three options for slab support, depending on the final grades selected. These options are (1) place the top of the slab at or below the existing ground surface and support on- grade, (2) support the slab on -grade above the existing surface and preload the building site to pre - induce settlements, or (3) structurally support the slab on piles. SITE PREPARATION AND EARTHWORK _ Site Preparation: We recommend that all brush, sod, organic soil, and debris be removed from settlement sensitive areas (e.g., building and pavement areas). We expect that the required depth of stripping will be on the order of 3 to 5 inches. We recommend that tree stumps be removed and tree roots grubbed such that all roots 2 inches or more in diameter are removed. We recommend that any existing foundations or slabs within the footprint of the new building be either totally removed, or removed to a depth of 3 feet below the existing surface. Any existing features which should interfere with pile installation should also be removed. 5 Geo NIP Engineers Three residences and an abandoned swimming pool currently occupy portions of the planned parking areas. Based on our site visits, it appears that at leant one of the houses may contain a partial basement. We recommend that all foundations and slabs be removed from beneath pavement areas. Where aubgrade walla are present, we recommend that these walls be broken off to a minimum depth of 2 -1/2 feet below the existing surface'or 3 feet below the finished grade of the pavement, whichever is greater. Concrete rubble may be used to fill in basements or the swimming pool to within 3 feet of the finished pavement grade provided the concrete is broken into chunks no larger than 1 foot in size, and placed such that void spaces are minimized. The remaining portions of basements and the pool must be backfilled with structural fill as described below. Once stripping and foundation removal is completed, we recommend that the exposed subgrades in pavement areas (and slab areas if the slabs are to be supported on- grade) be evaluated by thorough proofrolling with heavy rubber -tired construction equipment (dry weather) or by probing (wet weather construction). During dry weather, we recommend that any loose, soft, or otherwise unsuitable areas be compacted with a heavy roller such that the upper 12 inches is at least 92 percent of the maximum dry density determined in accordance with ASTM D -1557. If the aubgrade can not be adequately compacted or if the work is performed during wet weather, any soft or loose zones should be removed and replaced with structural'fill=tb a depth determined by the geotechnical engineer. Most of the near- surface soils are moisture sensitive and will be difficult to work on or compact during wet weather. Therefore, we recommend that stripping and earthwork be accomplished during periods of dry weather when these soils will be less susceptible to disturbance and provide better support for construction equipment. If earthwork proceeds during wet weather, we recommend that construction access roads consisting of 18 to 24 inches of gravel or quarry spells be used across the site, and that construction traffic be confined to these temporary access roads. Structural Fill: All new fill in settlement- sensitive areas should be placed as compacted structural fill after the site has been prepared as described above. All structural fill material should be free 'of debris, 6 Geo. Engineers organic contaminants and rock fragments larger than 6 inches. The suitability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing No. 200 sieve) increases, soil becomes increasingly more sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. We recommend that structural fill contain no more than about 5 percent fines for placement in wet weather. The percent fines can be higher for placement in dry weather, providing that the fill material is moisture conditioned as necessary for proper compaction. The near - surface soils at the site consist of interbedded silty fine sand and sandy silt. This material is unsuitable for use as structural fill. We suggest any excavated soil either be used in landscaping areas or removed from the site. At the time our explorations were completed, there was some standing water in the existing swimming pool. We recommend that any water in the pool be pumped out prior to placing fill. Structural fill placed in building or pavement areas should be compacted to at least 95 percent of the maximum dry density determined in accordance with ASTM D -1557. Utility trench backfill should be compacted to at least 90 percent, except for the upper 2 feet which should be compacted to 95 percent. We recommend that structural fill be placed iii loose layers not more than 8 inches thick, conditioned to the proper moisture content for compaction, and uniformly compacted to the specified degree before placing subsequent layers. We recommend that a representative from GeoEngineers, Inc. be present during site stripping, proofrolling /probing and structural fill place - ment.' The representative would observe the work, evaluate aubgrade performance under proofrolling /probing, perform representative in -place density tests to determine if the required degree of compaction is being achieved and advise on any modifications to procedure which may be .appropriate for the prevailing conditions. 7 GeolliEngineers Cut and Fill Slopes: As the lower floor for the building will be established close to existing grade, we do not anticipate any cut or fill slopes on the site with the exception of the swimming pool excavation. This excavation is described in the SWIMMING POOL section of the report. Fill Settlement: The site is underlain by 21 to 28 feet of compres- sible silt which could experience significant settlement under the weight of new fill. We estimate that 1 foot of new fill could produce up to 1 inch of settlement, and 2 feet of fill up to about 2 inches of settle- ment. This settlement would occur slowly over about three to five months. Fill induced settlements could affect the performance of settlement sensitive facilities such as pavements, utilities, sidewalks, patios and entryways, and should be carefully considered in design. Of particular consideration would be the different settlements which could occur between the pile supported building and surrounded facilities supported on grade. Some options for reducing postconstruction settlement include keeping finish grades at or below existing grades, placing the fill three to five months prior to construction of settlement— sensitive facilities, or preloading critical areas. FOUNDATION SUPPORT General: As mentioned above, we understand that the building will probably be supported on pile foundations which extend into the underlying competent sand. Based on the anticipated design loads for the structure (5 to 10 kips per lineal foot for construction wall footings and 80 to 100 kips for individual column footings), it appears that individual pile capacities in the range of 20 to 40 tons per pile will be required to support the structure. We believe that driven timber piles are beat suited to this load range. The timber piles will extend above the water table and should be pressure treated. Axial Capacity: The allowable axial capacity of treated timber piles having a minimum tip diameter of 7 inches driven to a minimum depth of 35 or 40 feet, or to practical refusal, as defined below, can be taken as 20 and 30 tons for downward acting loads, respectively. The allowable uplift capacity of 7— inch —tip piles driven to depths of 35 or 40 feet can 8 � Geo Engineers be taken as 10 and 15 tons, respectively. For timber piles with a minimum tip diameter of 9 inches driven to a minimum depth of 35 or 40 feet, the allowable downward capacity can be taken as 30 and 40 tons, respectively. The allowable uplift capacity for 9 -inch tip timber piles driven to 35 or 40 feet may be taken as 15 and 20 tons, respectively.. Structural characteristics of pile materials may limit the allowable capacity and should be evaluated by your structural engineer. The above allowable pile capacities may be increased by one -third when considering design loads of short duration such as wind or seismic forces. There is some risk associated with supporting structure elements on single piles. Therefore, we recommend that all major structural elements be supported on pile groups consisting of two or more piles. The pile capacity penetration relationships presented above are estimates and may vary due to variations in the depth and density of the competent sand layer. We recommend that either a test pile driving program be accomplished prior to ordering the pile lengths, or that the ordered pile lengths be at least 5 feet greater than the lengths presented above for the selected pile size and capacity. Pile Dowadrag: Pile downdrag forces develop when surrounding compressible soils settle relative to a pile, thus interacting with and adding load to the pile. At the time of our study, site grades had not been established. If the existing grades in the building and idjacitit pavement areas are rained by more than 6 inches, we recommend that downdrag forces be considered in design. If downdrag forces need to be considered, we recommend that downdrag loads of 9 and 11 tons be used for 7 -inch and 9 -inch timber piles, respectively. The downdrag forces should be added to the nominal design load for each pile to compute the total load acting on the pile. Lateral Capacity: The allowable lateral load for the 7- inch -tip and 9- inch -tip timber piles may be taken as 2 and 3 kips per pile, respect- ively. These lateral capacities assume a center -to- center pile spacing of at least three pile diameters and pile head fixity against rotation. The capacities are based on a maximum pile deflection of approximately 1/2 inch. 9 . :... GeoEngineers Resistance to lateral loads can also be developed by passive pressures on the face of pile caps and other embedded foundation elements. The allowable passive resistance on the face of pile caps or other embedded foundation elements neatly cast against native soil may be computed using an equivalent fluid density of 300 pounds per cubic foot (pcf) for a level surface. Alternatively, passive pressures may be computed using an equivalent fluid density of 450 pcf if all soil extending out from the face of the pile cap or other foundation element for a distance of at least equal to 2 -1/2 times the height of the element consists of structural fill compacted to at least 95 percent of the maximum ,dry density determined in accordance with ASTM D -1557. These values do not include a factor of safety. An appropriate factor of safety should be used when evaluating overall resistance to lateral design forces. Settlement: We estimate that the settlement of pile foundations, designed and installed as recommended, will be less than 1/2 inch. Most of this settlement will occur rapidly as loads are applied. Postcon- struction settlements should be minor. Installation: We recommend that the 7 —and 9— inch —tip piles be driven with a hammer that has a minimum rated energy of 15,000 and 19,500 foot— pounds, respectively. Larger hammers are acceptable, providing that they do not cause structural damage to the pile. =TO develop the indicated downward capacity, timber piles should be driven to the penetrations indicated, or to refusal, whichever occurs first. Refusal criteria will vary with the hammer size actually used by the contractor and its efficiency. We should be consulted to provide refusal criteria for the selected pile size and load after the hammer has been selected by the contractor. It should be noted that the recommended pile penetrations and allowable capacities presented above are based on assumed uniformity of soil conditions between the explorations. There may be variations in the depth to and relative density of the supporting soils. Accordingly, we 10 Geoli Engineers recommend that pile installation be monitored by a member of our staff who would observe installation procedures and evaluate the adequacy of individual pile penetrations. SLAB SUPPORT As described above, the site is underlain by compressible soils and the potential for slab settlement must be considered in design. In our opinion, there are three options for slab support, depending on the final grades selected and on time constraints during construction. These options are to (1) support the slab on -grade such that the slab finish grade is at or below existing ground surface elevations, (2) support the slab on -grade above the existing grades and surcharge the slab areas to pre- induce settlements due to fill and,slab loads, or (3) structurally (i.e., pile) support the slab. If Option 1 is selected, we recommend that the slab aubgrade be prepared as described under SITE PREPARATION AND EARTHWORK. A base course layer consisting of a minimum thickness of 4 inches of clean, free- draining sand and gravel containing no more than 5 percent fines should be placed beneath the floor slab to provide uniform support and a capillary break. We recommend that a vapor barrier be placed between the slab and the gravel base course. The vapor barrier should consist of polyethylene sheeting overlain by 2 inches of clean sand. We estimate that the settlement of floor slabs placed at or below the existing surface elevations and constructed as recommended above should be no more than about 1/2 inch. Most of this settlement will occur within three months after loads are applied. Option 2 conaiats of supporting the slab -on -grade but at an elevation higher than existing grades. As described earlier, settlement will occur due to placement of new fill. These settlements could be pre- induced prior to slab construction by placement of a preload or surcharge on the building area. The height of surcharge and time required for settlements to occur will depend on the amount of fill placed underneath the slab and time constraints. We estimate that the minimum time a surcharge would 11 GeoS Engineers need to remain in place would be at least three months. We should be consulted to provide the surcharge height and estimated time required if this option is selected. Option 3 consists of structurally supporting the slab, i.e., supporting the slab on piles. If this option is selected, we recommend that either an air space or a vapor barrier be placed below the slab for moisture control. SWIMMING POOL We understand that a swimming pool will be constructed at the location shown in Figure 1 to a maximum depth of 5 feet below the adjacent grade. We anticipate that loose sand and medium stiff sandy silt will be encountered in the pool excavation. Temporary cuts in these soils may be sloped at 1.5:1 (horizontal to vertical). The excavation face may experience some sloughing and raveling. During wet weather, it may be necessary to cover the temporary cut slopes with heavy plastic sheeting to protect the excavation face from erosion due to rainfall or surface runoff. At the time our explorations were completed, seepage was observed at depths of 9 to 11 feet. Based on staining present in the upper deposits, we expect that the ground water level occasionally rises to a depth of 4 to 5 feet below the surface. Therefore, we anticipate that seepage might be encountered in the bottom of the swimming pool excavation. We expect that the amount of seepage will be such that it can be adequately handled during construction by installing sumps in the lowest parts of the excavation and pumping from the sumps as necessary. We recommend that a zone of clean (leas than 5 percent passing the No. 200 sieve) sand and gravel at leant 12 inches in thickness be placed on the bottom of the excavation to provide a stable working surface for the pool construction. As discussed above, ground water levels might rise to a depth of 4 feet below the existing surface during prolonged periods of precipi- tation. As the pool will only extend a maximum of 5 feet below the existing ground surface, in our opinion no drains or pressure relief 12 GeollillEngineers values need to be installed to deal with buoyancy effects. However, we do recommend that the pool be fully drained•only during periods of extended dry weather, which usually occurs in the late summer and early fall months. If the pool is constructed as a free - standing structure (i.e., not shotcreted in place), we recommend that the pool backfill meet the requirements for structural fill defined under STRUCTURAL FILL. All backfill for the pool should be compacted to between 90 and 92 percent of the maximum dry density determined in accordance with ASTM D -1557. The upper two feet of backfill should be compacted to 95 percent of ASTM D -1557. Measures should be taken to prevent the buildup of excess lateral soil pressures due to overcompaction of the backfill behind the wall. This can be accomplished by placing the zone of backfill located within 5 feet of the wall in lifts not exceeding 8 inches in loose thickness and compacting this zone with a hand-operated or small self- propelled vibrating plate compactor. The lateral soil pressures acting on the pool walls will depend on the nature, density and configuration of the soil behind the wall and the amount of lateral wall movement that can occur as backfill is placed. Assuming that the pool is constructed as a free- standing structure and that the walls are backfilled as outlined above, we recommend a design lateral pressure of 45 pounds per cubic foot, expressed as an equivaldnt fluid density. This value assumes that the swimming pool walls will be semi - rigid. PAVEMENTS Our recommended design pavement sections assume that the subgrade will be prepared as.recommend under SITE PREPARATION AND EARTHWORK. For asphaltic concrete pavement, we recommend that the pavement section consist of 2 inches of Class B asphaltic concrete, 4 inches of crushed rock base course, and 6 inches of clean, free - draining sand and gravel which contains no more than 5 percent fines. For entryways or portions of the pavement which will be subject to more frequent truck and car traffic, we recommend increasing the thickness of the asphaltic 13 • �. Geo Engineers concrete to 3 inches and the thickness of the crushed rock base course to 6 inches. The free — draining sand and gravel and the crushed rock should both be compacted to at least 95 percent of ASTM D -1557 and to a firm, unyielding condition. Adequate preparation of the subgrade and placement of the sand and gravel and crushed rock will be more difficult during wet weather. If pavement construction is done during wet weather or if the subgrade is wet and cannot be compacted satisfactorily, it will be necessary to place at least 6 to 12 inches of additional granular fill to provide for adequate support of the pavement. In this situation, it may be desirable to use a geotextile over the subgrade soils to strengthen the pavement section and reduce the amount of granular fill required. We understand that you would also like to consider the use of concrete pavement. Assuming that the subgrade is prepared and compacted as recommended, we recommend that the pavement section consist of 5 inches of Portland cement concrete paving. The Portland cement concrete should have a minimum flexural strength of 500 psi. If the subgrade cannot be suitably prepared, it will be necessary to place granular fill for adequate support, as discussed above. The site is underlain by compressible soils which will settle in response to loads placed on the surface. Significant differential settlements might occur in pavement areas. These differential settlements could result in cracking or early deterioration of concrete pavement. Based on our experience with pavements in the Green River valley, it is our opinion the asphaltic concrete pavement is better suited for this site due to its greater flexibility and related ability to better accommodate differential settlements DRAINAGE CONSIDERATIONS We recommend that the ground surface adjacent to the new building be sloped so that surface runoff flows away from the structure. Roof drains should be connected to a tightline collection and disposal system. 14 Geol.' Engineers OTHER SITE CHARACTERISTICS This section discusses the potential of the soil to be corrosive or expansive, frost penetration depth for the Puget Sound area, and a discussion of seismic hazards. In our opinion, the soil deposits encountered at the site are not potentially expansive, deleterious, chemically active or corrosive, nor likely to produce gas. Wood fragments, which could indicate mild corrosive conditions, were encountered in Test Pit 3 at a depth of 9 feet. However, Test Pit 3 is outside of the building or pool area, and the wood was encountered relatively deep (9 feet). Design frost depths in the Puget Sound area are typically taken as 18 inches below the ground surface. We believe that 18 inches is an adequate design frost depth for the proposed building. The site is located within a seismically active area in which numerous earthquakes have been recorded. On the basis of past earthquake activity, the Uniform Building Code has assigned the Puget Sound a Zone 3 rating for seismic activity on a scale of 1 (lowest) to 4 (highest) In our opinion, the site soils have a low to moderate potential for liquefaction. USE OF THIS REPORT We have prepared this report for use by the and their consultants in the design of a portion of this project. The data and report should be provided to prospective contractors for bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are any changes in the loads, grades, locations or types of facilities planned, the conclusions and recommendations presented in this report might not be fully applicable. If such changes are made, we should be given the opportunity to review our conclusions and recommendations and to provide written modification or verification, as appropriate. When the design has been finalized, we should be retained to review the final design drawings and specifications to see that our recommendations have been interpreted and implemented as intended. 15 Geo. Engineers The scope of our work does not include services related to construc- tion safety precautions and our recommendations are not intended to direct the contractor's .methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions between the locations of the explorations and also with time. A contingency for unanticipated conditions should be included in the project budget and schedule. We recommend that we be retained to provide sufficient monitoring, testing and consultation during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed . during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with . the contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other conditions, express or implied, should be understood. The conclusions and recommendations in this report should be applied in their entirety. If there are any questions concerning the report or if we can provide additional services, please contact us. Nancy L. Tochko Project Engineer James. B. Thompson Associate • • • SITE PLAN us 2 16 SY FARRELL S ASSOC. REFERENCE: Geoll Engineers A P P E N D I X FIELD EXPLORATIONS AND LABORATORY TESTING FIELD EXPLORATIONS The subsurface conditions at the project site were explored by drilling three test borings and excavating five teat pits at the locations shown in Figure 1. Explorations locations were measured by taping from existing site features. The test pits were excavated with a rubber -tired backhoe on March 10, 1988 to depths ranging from 10 to 11 feet below existing grade. The borings were drilled on March 11, 1988 to depths of 34 to 44 feet using a truck - mounted, continuous flight, hollow -stem auger drill. Bag samples were obtained from the test pits. Relatively undisturbed samples were obtained from the borings using a 3 -inch outside diameter split - barrel sampler driven into the soil using a 300 -pound hammer free - falling 30 inches. The number of blows required to drive the sampler the last 12 inches, or other indicated distance, is recorded on the boring togs. The test pits and borings were continuously monitored by a represen- tative of our firm. Soils were classified in general accordance with the classification system described in Figure A -1. A key to the boring log symbols is presented in Figure A -2. The logs of the borings are presented in Figures A -3 through A- T. The logs of the test pits are presented in Figures A -8 and A -9. The exploration logs are based on our interpretation of the field and laboratory data and indicate the various types of soils encountered. They also indicate the depths at which these soils or their characteristics change, although the change might actually be gradual. If the change occurred between samples in the borings, it was interpreted. Ground surface elevations were interpreted from the elevations shown on the site survey which you provided to us. Two monitor wells were installed at the locations shown in Figure 1 to monitor ground water levels and obtain samples of ground water for chemical analysis. A description of the monitor wells is presented in our site assessment letter report dated April 4, 1988. A - 1 GeoSEngineers tr LAIORATOU TESTING All soil samples were brought to our laboratory for further exami- GO 05 -85 SOIL CLASSIFICATION SYSTEM M AJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED SOILS moms THAN 10% *STAINS° ON NO. 200 VIIVI GRAVEL MOM! THAN 10% OP CORMS! FRACTION RETAIN!° ON NO. 4 $IEVI CLEAN GRAVEL OW WILL- ORADID GRAVEL. PINE 1O COARSE GRAVEL GP POORLY - GRADED GRAVIL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYIY GRAVIL SAND MORE THAN SC% OP COARSE FRACTION PASSES NO. 4 SIEVE CLEAN SAND SW WILL•GRADED SAND. FINE TO COARS1 SAND SP ►OORLY- ORADID SAND SAND WITH FINES SM SILTY SAND SC CLAYIY SAND FINE GRAINED SOILS MORE THAN S0% PASSES NO. 200 SIEVE SILT AND CLAY LIOUID LIMIT LISS THAN 110 INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY LIOUID LIMIT SO OR MORS INORGANIC MH SILT OP NIGH PLASTICITY. SLAVIC SILT CH CLAY OP NION PLASTICITY. PAT CLAY ORGANIC 014 ORGANIC CLAY, ORGANIC 8117 HIGHLY ORGANIC SOILS PT PEAT NOTES: 1. Field classification is based on visual examination of soil in general accordance with ASTM 02488 -83. 2. Soil classification using laboratory tests Is based on ASTM 02487 -83. 3. Descriptions of soil density or consistency are based on Interpretation of blowcount data. visual appearance of soils. and /or test data. SOIL MOISTURE MODIFIERS: Dry - Absence of moisture. dualy, dry to th• touch Moist - Damp, but no visible water Wet - Visible fres water or saturated, usually soil is obtained from below water table �� GeoEngineers �� Incorporated SOIL CLASSIFICATION SYSTEM FIGURE A -1 LABORATORY TESTS: AL CP CS 03 GS HA M MD SP TX UC CA Atterberg limits Compaction Consolidation Direct shear Grain-size analysis Hydrometer analysis Permeability Moisture content Moisture and density Swelling pressure Triaxial compression Unconfined compression Chemical Analysis SOIL GRAPH: aM Soil Group Symbol (See Note 1) BLOW- COUNT /SAMPLE DATA: Blows required to drive Dames & Moore sampler 12 inches or other indicated distances using 300 pound hammer falling 30 inches. 'P' indicates sampler pushed with weight of hammer or hydraulics of drill rig, NOTES: Distinct contact between Soil Strata Gradual Change between Soil Strata Water Level Bottom of Boring 22 ■ Location of relatively undisturbed sample 12 ® Location of disturbed sample P ❑ Location of sampling attempt with no recovery to !% Location of sample attempt using Standard Penetration Test procedures • I� 40 0 Location of relatively undisturbed II sample using 140 pound hammer failing 30 inches. 11 I)' 1. !.1 1. Soil classification system is summarized In Figure A -1. 2: The reader must refer to the discussion in the report taxi as well as the exploration logs for a proper understanding of subsurface conditions. _06 GeoEngineers \••• Incorporated • KEY TO BORING LOG SYMBOLS FIGURE ..A -2 KSK:NLT:EI. 0 c. TEST DATA • s )1e AO BORING NO. 1 • I« o mB E Group ti m Symbol SP- SM SM 6- 10— h W - W = 20— a O - 25- 1 30• 36— 40— MD 13% 82 MD 49% 72 MD 46% 75 MO, DS 26% 101 MD, DS 23% 104 5 • ML 2 • ML 6 • SM ML 7 • SP SM 13 • SP 42 • 81 ■ SF 78 • SM DESCRIPTION Approaknats Elevation: 21 feet DARK BROWN F NE SAND WITH SILT AND SILTY FINE SAND (LOOSE, MOIST) MOTTLED GRAY AND BROWN FINE SANDY SILT (SOFT, MOIST TO WET) GRAY SILT WITH FINE SAND AND CLAYEY SILT (SOFT TO MEDIUM STIFF, WET) DARK BROWN SILTY FINE SAND AND BROWN FINE SANDY SILT (LOOSE, SOFT, WET) DARK GRAY INTERBEDDED FINE SAND AND SILTY FINE SAND WITH OCCASIONAL LENSES OF FINE SANDY SILT (MEDIUM DENISE, WET) BLACK FINE TO MEDIUM SAND WITH A TRACE OF SILT (DENSE TO VERY DENSE, WET) OCCASIONAL LENSES OF SILTY FINE SANG DARK GRAY FINE' TO MEDIUM SAND AND SILTY FINE SAND (VERY DENSE, WET) Note: Soo FipuroA -2 for Explanation of Symbols LOG OF BORING NOUN! A -3 40' • TEST DATA .. • Q ...� . 34.. So mu M a E • 0 BORING NO. 1 (Continued) Group Symbol 50- 9 4" DESCRIPTION SP , BLACK FINE TO MEDIUM SAND (VERY DENSE, WET) BORING COMPLETED AT 43 FEET ON 3/11/BB Not*: S•• Flgur•A -Z for Expl•nst$on-01:Symbol• LOG OF BORING ~,: RIGURE'f A =� 0 10 15 2 30 3 4 0 • JO. TEST OATA o_ 2 e s 2 M o 20 00 •ee mV BORING NO. 2 • • a E Group n Symbol Approximate Elevation: 22 feet DESCRIPTION _ ML BROWN SANDY FINE SILT WITH OCCASIONAL ROOTS (MEDIUM STIFF, MOIST) - MD 29% 73 4 IS ML MOTTLED BROWN AND ORANGE FINE SANDY SILT WITH A TRACE OF ORGANIC MATTER (VERY SOFT TO SOFT, WET) MD, CS 46% 73 1 ■ ML GRAY CLAYEY SILT AND FINE SANDY SILT (SOFT, WET) MD 56% 66 1 O ' II ML GRAY SILT AND FINE SANDY SILT WITH A TRACE OF - ORGANIC MATTER (MEDIUM STIFF, WET) - 7 ■ . I . MD 61% 62 4 . ' 84- ■ SP BLACK FINE TO. MEDIUM SAND (VERY DENSE, WET) . 911 • • • - MD, DS 11% 104 92- • 11" ' MD 261 98 59 ■ Note: Soo Figure A -2 for Explanation of Symbols Goolnglmers Ineorporotod LOG OF BORING • FIGURI A -0 5 TEST DATA • a ..2: wz, • ...2 'II Ili a a: i g te 2 o c a Droop • • • au oo ma m Symbol ..1 P. BORING NO. 2 tContlnued) 40 1- 3 MD, DS 24% 103 •- a. to 0. 45— DESCRIPTION 86- • 11" BORING COMPLETED AT 44 FEET ON 3411188 • .• •' . • . • . , N0,111;, 3ss Flours Ara. for Explanation of Symbols • 1, r, LOO OF BORING PIGURI A'S a 1 0 TEST DATA .. e • • •C TC •V OO BORING NO. 3 • • mS E Group V • Symbol DESCRIPTION Approximate Elevation: 22 foot 10-• 15— 25- 30= 35— MD 219 86 MD 459 74 MD 469 75 MD, CS 799 48 MD, DS 27% 95 4 • 2 • 4 • 3 • 3 • 50- 'O 4" 22 • SM ML ML SM BROWN SILTY FINE SAND WITH OCCASI'NAL SILT LENSES (VERY LOOSE TO LOOSE, MOIST) BROWN FINE SANDY SILT (SOFT, MOIST TO WET) SLIGHTLY MOTTLED GRAY CLAYEY SILT AND SILT (MEDIUM STIFF, WET) GRAY FINE SANDY SILT AND SILTY FINE SAND (SOFT, LOOSE, WET) GRAY SILT WITH ORGANIC MATTER (SOFT, WET) BLACK FINE TO,MEDIUM SAND (MEDIUM DENSE TO DENSE, WET) BORING COMPLETED AT 34 FEET ON 3/11/88 Note: Soe'Figur.A -2 tor Explanation of Symbols .. Geolinginers Incorporated LOG OF BORING FIGURE A -7 DEPTH BELOW GROUND SURFACE (FEET) GROUP SOIL CLASSIFICATION SYMBOL LOG OF TEST PIT. DESCRIPTION TEST PtT 1 APPROXIMATE ELEVATTON: 21.0 FEET 0 - 2.8 SM BROWN SILTY FINE SAND WITH LENSES OF SILT (LOOSE, MOIST) 2.8 - 5.5 ML !BROWN SILT WITH FINE SAND (SOFT, MOIST) 5.5 - 10.5 ML MOTTLED REDDISH - BROWN SILT AND SILT WITH A TRACE OF CLAY (SOFT TO MEDIUM STIFF, MOIST TO WET) TEST PIT COMPLETED AT 10.5 FEET ON 3 /10 /RR GROUND WATER SEEPAGE OBSERVED AT 10.0 FEET RAG SAMPLES OBTAINED AT I.0, 3.5 AND 7.5 FEET TEST PIT 2 APPROXIMATE ELEVATION: 22.0 FEET 0 - 0.3 MT, DARK BROWN SANDY SIL:f WtTN ROOTS (SOFT, MOIST) (TOPSOIL) 0.3 - 2.8 ML /SP BROWN INTERBEDDED FINE SANDY SILT AND FINE SAND (MEDIUM STIFF, LOOSE, MOIST) 2.8 - 5.7 ML SLIGHTLY MOTTLED BROWN FINK SANDY SILT (SOFT TO MEDIUM STIFF, MOIST) 5.7 - 10.5 MT. SLIGHTLY MOTTLED BROWN SILT WITH A TRACE OF FINE SAND AND ORGANIC MATTER (SOFT, MOIST TO WET) TEST PIT COMPLETED AT 10.5 FEET ON 3 /10/RA NO GROUND WATER SEEPAGE OBSERVED BAG SAMPLES OBTAINED AT 1.0, 3.5 AND 7.0 FEET TEST PIT 3 APPROXIMATE ELEVATION: 22 FEET 0 - 0.3 ML DARK RROWN FINE SANDY SILT WITH ROOTS (MP:Mum STIFF, MOIST) (TOPSOIL) :'0.3 - .6.0 'ML /SP BROWN FINE SANDY SILT WITH LENSES OF FINE SAND ' (MEDIUM STIFF, LOOSE, HOIST) 6.0 - 6.5 SP REDDISH -BROWN FINE SAND WJ[TII A TRACE OF SILT (MEDIUM DENSE, MOIST) 6.5 - 9.0 MI. SLIGHTLY MOTTLED RROWN SILT WITH A TRACT OF FINE SAND, AND ORGANIC MATTER (SOFT, MOIST TO WET): 9.0 - 10.0 ML RLUISH -GRAY SILT WITH WOOD (SOFT, WET) TEST PIT COMPLETED AT 10.0 FEET ON 3 /10 /RR GROUND WATFR SEEPAGE OBSERVED AT 9.0 FEET BAG SAMPLE OBTAINED AT 9.0 VI•:FT THE DEPTHS ON THE TEST PIT LOGS, ALTHOUGH SHOWN TO 0.1 FEET. ARE BASED ON AM AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO O.5 FEET.' • trinorpginimirsorated LOG OF TEST PIT FIGURE A -• • LOG OF TEST PIT DEPTH BELOW GROUP SOIL GROUND SURFACE CLASSIFICATION (FEET) . SYMBOL DESCRIPTION 0 - 0.5 0.5 - 4.0 4.0 - 6.0 TEST. PIT 4 APPROXIMATE ELEVATION: 22.5 FEET GP CRUSHED ROCK ML/SP INTERBEDDED RROWN FINE SANDY SILT AND FINE SAND WITH A TRACE OF ORGANIC MATTER (MEDIUM STIFF, LOOSE, MOIST) ML/SM BROWN FINE SANDY SILT AN) SILTY FINE SAND (SOFT TO MEDIUM STIFF, LOOSE, MOIST) ML SLIGHTLY MOTTLED BROWN SILT WITH FINE SAND (SOFT, MOIST TO WET) WET BELOW APPROXIMATELY $.0 TO 9.0 FEET TEST PIT COMPLETED AT 10.5 FEET ON 3/10/88 NO GROUND WATER SEEPAGE OBSERVED BAG SAMPLES OBTAINED AT 2.0 AND 4.0 FEET TEST PIT 5 ,•, , ..,,, .2 :..., APPROXIMATE ELEVATION: 23.0 FEET •, 0 :' - 0.5 ,: .'Aft, : DARK BROWN SILT WITH FINK'KOOTS (SOFT, MOIST) (TOPSOIL) 0.,5 -. 1,.5 ,,..L:, .:.H. ML : . BROWN SILT WITH FINE SAND AND. OCCASIONAL ROOTS (MEDIUM STIFF, MOIST) ' i. - 4.6 ',. .ML/SP INTERBEDDED BROWN FINE SANDY SILT AND FINE SAND (MEDIUM ST/F, MEDIUM DENSE. MOIST) . 7.0.- 11.0 ; ,1:MI. : SLIGHTLY MOTTLED BROWN SILT Wail FINE :SAND (SOFT, .MOIST TO WET) WET AT 9.0 FEET. TEST PIT commATEn AT 11.1) p&i.'no 3/0/8$ • NO GROUND WATER SEEPAGE OBSERVED . , . . . • . • . . , . • , 2 . • . „ . , . .. . • : . , , . , • , •, , . . . . • . , LOG OP iiilltt:r0111 FICIU1111A-11 • CONSOLIDATION (INCHES /INCH) . 02 .04 .06 .08 . 10 . 12 . 14 . 16 . 18 .20 .22 .24 .26 PRESSURE (LBS /FT2 x 103) . 1 .2 .3 4 .5 3 4 5 10 20 0 40 50 11 --"sinommi ail �1 miluman 1 minomml a11 � 1 �1 1 1 KEY BORING NUMBER SAMPLE DEPTH (FT) SOIL CLASSIFICATION MOISTURE CONTENT DRY DENSITY; (LBS /FT3; 2 3 8 .23 BROWN - ORANGE FINE SANDY SILT 46 %. WITH A TRACE OF ORGANIC MATTER (ML) GRAY SILT.WITH ORGANIC 79% MATTER (ML) .73 48 1 Ir oorpo ew CONSOLIDATION TEST RESULTS FIGURE A -10 *SUMMARY OF DIRECT SHEAR TEST DATA Peak Sample Moisture Dry Normal Shear Boring Depth Sample Content Density Pressure Strength Number (Feet) Description (%) (P CF) (PSF) (PSF) 1 28 Black fine to medium sand 26 101 1600 1700 with a trace of silt (SP) 1 38 Gray fine to medium sand 23 104 2800 1900 and silty sand (SP /SM) 33 Black fine to medium sand 11 104 2100 1600 (SP) 2 43 Black fine to medium sand 24 103 3500 2600 (SP) 33 Black fine to medium sand 27 95 2400 2100 (SP) *A11 tests performed on submerged aamplea.at a strain rate Of 0.05 in /min: DIRECT SHEAR TEST RESULTS PIQUES A -11 SECTION 01011 SUMMARY OF PROJECT PART I GENERAL 1.1 SECTION INCLUDES A. Project; Work covered by Contract Documents. B. Contracts. C. Administration and Procedural Sections applicable to all Contracts. D. Temporary facilities and services Sections applicable to all Contracts. E. Example Article titles. 1.2 RELATED SECTIONS A. Document - General Conditions: Duties and responsibilities of the Construction Manager and other parties. B. Section 01039 - Coordination and Meetings: Owner provided coordination of Work of separate contracts. 1.3 PROJECT - WORK COVERED BY CONTRACT DOCUMENTS A. Work of the several prime contracts comprise the Project, for the construction of Hampton Inn Hotel at Tukwila, Washington. 1.4 CONTRACTS A. Perform Work of each Prime Contract under a separate stipulated sum contract with the Owner. B. Work of each separate Contract is identified in the following Articles. 1.5 ADMINISTRATIVE AND PROCEDURAL SECTIONS APPLICABLE TO ALL CONTRACTS A. Section 01019 - Contract Considerations: Applications for payment and procedures for changes to the Work. B. Section 01039 - Coordination and Meetings: Participation in coordination and meetings. Coordination, cutting and patching. C. Section 01090 - Reference Standards: Reference standards. D. Section 01300 - Submittals: Shop Drawing's, Product Data, Samples, and Schedule of Values. E. Section 01400 - Duality Control: Testing Laboratory Services. 01011 - 1 F. Section 01600 - Material and Equipment: Transportation and Handling, Storage and Protection, Product Options and Substitutions. G. Section 01700 - Contract Closeout: Closeout procedures. 1.6 TEMPORARY FACILITIES AND SERVICES SECTIONS APPLICABLE TO ALL CONTRACTS A. Section 01500 - Construction Facilities and Temporary Controls: Temporary electricity, extension cords from distribution boxes, lighting and work lights, and special power required for the Work. B. Section 01500 - Construction Facilities and Temporary Controls: Separate telephone service required for the Work. C. Section 01500 - Construction Facilities and Temporary Controls: Water hoses required for the Work. D. Section 01500 - Construction Facilities and Temporary Controls: Progress cleaning of the Work; delivery of debris to collection receptacles. E. Section 01500 - Construction Facilities and Temporary Controls: Field offices and sheds required for the Work. 1.7 CONTRACT NO I - SITE WORK A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Sections listed above. 3. Section 01050 - Field Engineering: Basic Project engineering and layout. B. Division 2 - Site Work: 1. Section 02060 - Building Demolition. 2. Section 02110 - Site Clearing. 1.8 CONTRACT NO. 2 - SITE WORK A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Sections listed above. B. Division 2 - Site Work: 1. Section 02140 - Dewatering. 2. Section 02202 - Rock Removal. 3. Section 0221 I - Rough Grading. 4. Section 02222 - Excavation. 5. Section 02223 - Backfilling. 6. Section 02225 - Trenching. 7. Section 02511 - Crushed Stone Paving. 8. Section 02513 - Asphaltic Concrete. 9. Section 02720 - Storm Sewer Systems. C. Division 15 - Mechanical I. Section 15160 - Pumps 01011 - 2 1.9 CONTRACT NO. 3 - CONCRETE CONSTRUCTION A. Division I - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Sections listed above. 3. Section 01050 - Field Engineering: Basic Project engineering and layout for entire project. B. Division 2 - Site Work: 1. Section 02361 - Wood Friction Piles. 2. Section 01026 - Unit Prices. 3. Section 02514 - Portland Cement Concrete Paving. C. Division 3 - Concrete: 1. Section 03100 - Concrete Formwork. 2. Section 03200 - Concrete Reinforcement. 3. Section 03251 - Expansion and Contraction Joints 4. Section 03300.7 Cast -In -Place Concrete. 1.10 CONTRACT NO.4 - SITE WORK A. Division 1 - General Requirements: I. Administrative and procedural Section listed above. 2. Temporary foci lities and controls Sections listed above. B. Landscaping Work: Work indicated on Drawing Nos. L -I and L -2. 1.11 CONTRACT NO. 5 - MASONRY A. Division 1 - General Requirements: I. Administrative and procedural Section listed above. 2. Temporary facilities and controls Sections listed above. B. Division 4 - Masonry: 1. Section 04100 - Mortar and Masonry Grout. 2. Section 04340 - Reinforced Unit Masonry System. 1.12 CONTRACT NO. 6 - METALS A. Division 1 - General Requirements: I. Administrative and procedural Section listed above. 2. Temporary facilities and controls Sections listed above. B. Division 5 - Metals: 1 . Section 05120 - 2. Section 05210 - 3. Section 05311 - 4. Section 05313 - 5. Section 05400 - 6. Section 05500 - 7. Section 05510 8. Section 05520 Structural Steel. Steel Joist. Steel Roof Deck. Steel Floor Deck. Cold - Formed Metal Framing. Metal Fabrications. - Metal Stairs. - Pipe and Tube Railings. 01011 - 3 1.13 CONTRACT NO. 7 - WOODS AND PLASTICS A. Division I - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary foci lities and controls Sections listed above. B. Division 6 - Woods and Plastics: 1. Sectionn 06114 - Wood Blocking and Curbing. 1.14 CONTRACT NO.8 - WOODS AND PLASTICS A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Sections listed above. B. Division 6 - Woods and Plastics: 1. Section 06200 - Finished Carpentry. 2. Section 06410 - Custom Casework. 1.15 CONTRACT NO. 9 - WOODS AND PLASTICS A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Sections listed above. B. Division 6 - Woods and Plastics: 1. Section 06650 - Solid Polymer Fabrications. 1.16 CONTRACT NO. 10 - THERMAL AND MOISTURE PROTECTION A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Sections listed above.. B. Division 7 - Thermal and Moisture Protection: 1. Section 07240 - Coated Insulation System. 1.17 CONTRACT NO. I I - THERMAL AND MOISTURE PROTECTION A. Division I - General Requirements: I. Administrative and procedural Section listed above. 2. Temporary and controls Sections listed above. B. Division 7 - Thermal and Moisture Protection: 1. Section 07532 - 2. Section 07610 - 3. Section 07620 4. Section 07724 Elastomeric Sheet Roofing -Loose Laid/Ballasted. Sheet Metal Roofing. - Sheet Metal Flashing and Trim. - Roof Hatches. 01011 - 4 1.18 CONTRACT NO. 12 - THERMAL AND MOISTURE PROTECTION A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Section listed above. B. Division 7 - Thermal and Moisture Protection: 1. Section 07900 - Joint Sealers. 1.19 CONTRACT NO. 13 - THERMAL AND MOISTURE PROTECTION A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Sections listed above. 3. Section 01050 - Field Engineering: Basic Project engineering and layout. B. Division 7 - Thermal and Moisture Protection: 1. Section 07160 - Bituminous Damproofing. 2. Section 07212 - Board Insulation. 3. Section 07213 - Batt and Blanket Insulation. 1.20 CONTRACT NO. 14 - DOORS AND WINDOWS A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Section listed above. B. Division 8 - Doors and Windows: 1. Section 08111 - Standard Steel Doors and Frames. 2. Section 08210 - Wood Doors. 3. Section 08305 - Access Doors. 4. Section 08712 - Door Hardware. 1.21 CONTRACT NO. IS - DOORS AND WINDOWS A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Section listed above. B. Division 8 - Doors and Windows: 1. Section 08311 - Sliding Glass Doors. 2. Section 08410 - Aluminum Entrances and Storefronts. 3. Section 08520 - Aluminum Windows. 4. Section 08800 - Glazing. 1.22 CONTRACT NO. 16 - FINISHES A. Division 1 - General Requirements: I. Administrative and procedural Section listed above. 2. Temporary facilities and controls Section listed above. B. Division 9 - Finishes: I. Section 09260 - Gypsum Board Systems. 2. Section 09511 - Suspended Acoustical Ceilings. 01011 - 5 1.23 CONTRACT NO. 17 - FINISHES A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Section listed above. B. Division 9 - Finishes: 1. 09311 - Ceramic Tile Floor Finish. 2. 09312 - Ceramic Tile Wall Finish. 3. 09331 - Quarry Tile Floor Finish. 1.24 CONTRACT NO. 18 - FINISHES A. Division 1 - General Requirements: I. Administrative and procedural Section listed above. 2. Temporary facilities and controls Section listed above. B. Division 9 - Finishes: I. Section 09650- Resilient Flooring. 2. Section 09686 - Carpet with Cushion. 3. Section 09690 - Carpet Tile. 1.25 CONTRACT NO. 19 - FINISHES A. Division 1 - General Requirements: I. Administrative and procedural Section listed above.. 2. Temporary facilities and controls Section listed above. B. Division 9 - Finishes: 1. Section 09900 - Painting. 1.26 CONTRACT NO. 20 - FINISHES A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Section listed above. B. Division 9 - Finishes: 1. Section 09955 - Vinyl - Coated Fabric Wall Covering. 1.27 CONTRACT NO. 21 - SPECIALTIES A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Section listed above. B. Division 10 - Specialties: 1. Section 10350 - Flag Poles. 2. Section 10522 - Fire Extinguishers, Cabinets and Accessories. 01011 1.32 CONTRACT NO. 26 - HEATING, VENTILATING, APO. AIR CONDITIONING A. Division I - General Requirements: I. Administrative and procedural Sections listed above. 2. Temporary facilities and control Section listed above. B. Division 15 - Mechanical: 1. Section 5140 - 2. Section 5290 - 3. Section 5535 - 4. Section 5623 - 5. Section 5781 - 6. Section 5882 - 7. Section 5890 - 8. Section 5910 - 9. Section 5936 - 1 0. Section 5990 - I I . Section 5992 - Supports and Hangers. Ductwork Insulation Refrigeration Specialties. Split System Heat Pump. Packaged Roof Top Heating /Cooling Units. Air Distribution Equipment (Fans) Ductwork. Ductwork Accessories. Air Outlets and Inlets. Storting of Systems. Systems Demonstration. 1.33 CONTRACT NO. 27 - TESTING, ADJUSTING, AND BALANCING OF SYTEMS A. Division I - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Section listed above. B. Division 15 - Mechanical: 1. Section 15991 - Testing, Adjusting, and Balancing of Systems. 1.34 CONTRACT NO. 28 - PLUMBING A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Section listed above: B. Division 15 - I. Section 2. Section 3. Section 4. Section 5. Section 6. Section 7. Section 8. Section 9. Section 10. Section II. Section • Mechanical: 5060 - Pipe and Pipe Fittings. 5100 - Valves. 5140 - Supports and Hangers. 5170 - Motors. 5190 - Mechanical Identification. 5260 - Piping Insulation. 15280 - Equipment Insulation. 15410 - Plumbing Piping. 15430 - Plumbing Specialties. 15440 - Plumbing Fixtures. 15450 - Plumbing Equipment. 01011 • • 1.35 CONTRACT NO. 29 - FIRE PROTECTION SYSTEM A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above... 2. Temporary foci lities and controls Section listed above. B. Division 15 - Mechanical: 1. Section 15140 - Supports and Hangers. 2. Section 15310 - Fire Protection Piping. 3. Section 15330 - Wet -Pipe Sprinkler Systems. 4. Section 15375 - Standpipe and Hose Systems. 1.36 CONTRACT NO. 30 - ELECTRICAL A. Division 1 - General Requirements: 1. Administrative and procedural Section listed above. 2. Temporary facilities and controls Sections listed above. B. Division 16 - Electrical: 1. Section 6010 - Electrical General Provisions. 2. Section 6111 - 'Conduit. 3. Section 6120 - Wires and Cables. 4. Section 6130 - Boxes. 5. Section 6141 - Wiring Devices. 6. Section 6160 - Cabinets and Enclosures. 7. Section 6180 - Equipment Wiring Systems. 8. Section 6190 - Supporting Devices. 9. Section 6195 - Electrical Idenification. 0. Section 6420 - Service Entrance. 1. Section 6425 - Switchboards. 2. Section 6430 - Metering. 3. Section 6450 - Grounding. 4. Section 6470 - Panelboards. 5. Section 6483 - Motor Starters. 6. Section 6491 - Disconnect Switches. 7. Section 6501 - Lamps. 8. Section 6502 - Ballast and Accessories. 9. Section 6503 - Poles and Standards. 20. Section 6510 - Lighting Fixtures. 21. Section 6530 - Site Lighting. . 22. Section 6536 - Self- Contained Emergency Lighting Units. 23. Section 6721 - Fire Alarm System. 24. Section 6741 - Telephone Raceway System. 25. Section 6781 - Television Distribution System. 26. Section 6921 - Mechanical Equipment Controls. 1.37 CONTRACT NO 3 - GENERAL CONSTRUCTION (Providing the sum of the Work identified in Contract No. 2 through Contract No. 30 inclusive) 010.11 - 1.38 WORK BY OWNER A. The Owner has awarded contracts which commences prior to this Contract; Work under awarded these contracts includes: I. OFF SITE ROAD WORK consisting of the followig: a. Underground storm drainage system. b. Grading and Paving on S. 156th Street c. Paving markings. d. Concrete curb, gutter, and side walks. 2. OFF SITE UTILITIES WORK: 3. CONTRACT NO I - SITE WORK a. Division I - General Requirements: (1) Administrative and procedural Section listed above. (2) Temporary facilities and controls Sections listed above. (3) Section 01050 - Field Engineering: Basic Project engineering and layout. b. Division 2 - Site Work: (1) Section 02060 - Building Demolition. (2) Section 02110 - Site Clearing. B. Section 01500: Utility services to point of delivery and installation of meters. C. Section 01500: Payment of costs of temporary utilities and services consumed. D. Section 01500: Temporary heating, cooling, and ventilation. E. Section 01500: Provide debris receptacles and refuse disposal. F. Section 01700: Final cleaning. 1.39 OWNER FURNISHED PRODUCTS A. Owner fumished products identified in individual product Sections.. 1.40 CONTRACTOR USE OF SITE AND PREMISES A. Limit use of site and premises to allow: I. Work by. Owner and by Others. B. Limit Contractors' staging area to area designated on Drawings. PART 2 PRODUCTS PART 3 EXECUTION Not Used END OF SECTION 01011 I0 SECTION 01019 CONTRACT CONSIDERATIONS , PART I GENERAL 1.1 SECTION INCLUDES A. Schedule of Values. B. Application for Payment. C. Change procedures. 1.2 RELATED SECTIONS A. Document - Owner- Contractor Agreement: Contract price. B. Section 01026 - Unit Prices. Wood Piles. C. Section 01300 - Submittals: Contractor Progress Schedules. D. Section 01600 - Material and Equipment: Product substitutions. 1.3 SCHEDULE OF VALUES A. • Submit . typed schedule on AIA form G703 - Application and Certificate for Payment Continuation Sheet. Contractor's standard form or electronic media printout will be considered. B. Submit Schedule of Values in duplicate within 15 days after date of Owner- Contractor Agreement. C. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the major specification Section. Identify site mobilization and bonds and insurance. D. Separate line item, the amount of authorized unit cost. E. Include within each line item, a directly proportional amount of Contractor's overhead and profit. • Revise schedule to list approved. Change Orders, with, each Application for Payment. 01019 1.4 APPLICATIONS FOR PAYMENT A. Submit three copies of each application Certificate for Payment. B. Content and Format: Utilize Schedule of for Payment. C. Payment Period: Monthly. 1.5 CHANGE PROCEDURES on AIA Form G702 - Application and Values for listing items in Application A. The Architect and Construction Manager will advise of minor changes in the Work not involving any adjustment to Contract Sum /Price or Contract Time as authorized by AIA A201 Article 12.4 by issuing supplemental instructions on AIA Form G7I0 Architect's Supplemental Instructions. B. The Architect and Construction Manager may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and Specifications and a change in Contract Time for executing the change if reguired. Contractor will prepare and submit an estimate within 7 days. C. The Contractor may propose a change by submitting request for change to the Construction Manager describing the proposed change and its full effect on the Work. Include a statement describing the reason for the change, and the effect on the Contract Sum /Price and Contract Time with full documentaion and a statement describing the effect on Work by separate or other contractors. D. Stipulated Sum /Price Change Order: Based on Proposal Request and Contractor's fixed price quotation or Contractor's request for a Change Order as approved by Architect and Construction Manager. E. Unit Price Change Order: For pre - determined unit prices and quanities, the Change Order will be executed on a fixed unit price basis. F. Construction Change Authorization: Architect and Canstrution Manager may issue a directive, on AIA Form G703 Construction Change Authorization signed by Owner, instructing the Contractor to proceed with a change in the Work, for subseqent inclusion in a Change Order. Document will describe changes in the Work, and designate method of determining and change in Contract Sum/Price or Contract Time. Promptly execute the change. G. Time and Material Change Order: Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. Architect and Construction Manager will determine the change allowable in Contract Sum /Price or Contract Time as provided in the Contract Documents. 01019 - 2 H. Maintain detailed records of work done on Time and Material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. Change Order Forms: AIA G70I /CM Change Order. J. Execution of Change Orders: Architect and Construction Manager will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not. Used SECTION 01026 UNIT PRICES PART 1 GENERAL 1.1 SECTION INCLUDES A. Unit Prices for listed units of work to be added to or deleted from quanities required for the Work as indicated. B. Submit in space provided on Bid Proposal Form the total cost sum, including overhead and profit for each listed item; total cost to add to Work. 1.2 RELATED SECTIONS A. Document 00310 -.Bid Documents: Quotation of cost of each Unit Price. B. Document - General Conditions: Progress Payments, and Final Payment. C. Section 01019 - Contract Considerations: Change procedures for unit prices. D. Section 01300 - Submittals: Submittal procedures. E. Section 01700 - Contract Closeout: Final Payment. F. Sections of Specifications identified in each Unit Price. 1.3 PROCEDURES A. Coordinate related work and modify surrounding work as required to complete the Work, including changes under each Unit Price, when acceptance is deignated in Change Order. B. Unit Prices shall remain in effect until Date of Substantial Completion unless otherwise stated, and may be used by the Owner at his discretion to add to or delete from the Work. 1.4 UNIT PRICES A. Unit Price No. 1: Changing quanity from Base Bid of Section 02361 - Wood Friction Piles: 1. Additional cost per unit to provide additonal wood pile. PART 2 PRODUCTS PART 3 EXECUTION NOT USED NOT USED END OF SECTION 01026 - SECTION 01039 COORDINATION AND MEETINGS PART 1 GENERAL 1.1 SECTION INCLUDES A. Coordination. B. Cutting and patching. C. Preconstruction conference. D. Site mobilization conference. E. Progress meetings. F. Preinstallation conferences. 1.2 COORDINATION A. Construction Manager will coordinate scheduling, submittals, and Work of the various Sections of Specifications to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Construction Manager will verify that utility requirement characteristics of operating equipment are compatible with building utilities., Coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C. Construction Manager will coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. D. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. E. Construction Manager will coordinate completion and clean up of Work of separate sections in preparation for Substantial Completion. F. After Owner occupancy of premises, Construction Manager will coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disprution of Owner's activities. 01039 - I 1.3 CUTTING AND PATCHING A. Employ original or skilled and experienced installer to perform cutting and patching. B. Submit written request in advance of cutting or altering elements which affects: I. Structural integrity of element. 2. Integrity of weather - exposed or moisture - resistant elements. 3. Efficiency, maintenance, or safety of element. 4. Work of Owner or separate contractor. C. Execute cutting, fitting, and patching including excavation and fill, to complete Work, and to: I. Fit the several parts together, to integrate with other Work. 2. Uncover Work to install or correct ill -timed Work. 3. Remove and replace defective and non- conforming Work. 4. Remove samples of installed Work for testing. 5. Provide openings in elements of Work for penetrations of mechanical, plumbing, and electrical Work. D. Execute work by methods which will avoid damaged to other Work, and provide proper surfaces to receive patching and finishing. E. Cut rigid materials using masonry saw or core drill. F. Restore Work with new Products in accordance with requirements of Contract Documents. G. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. H. Maintain integrity of wall, ceiling, or floor construction; completely seal voids matching the fire rating of surface penetrated. I. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for an assenbly, refinish entire unit. J. Identify any hazardous substance or condition exposed during the Work to the Construction Manager for decision or remedy. 1.4 PRECONSTRUCTION CONFERENCE A. Construction Manager will schedule a conference after Notice of Award. B. Attendance Required: Construction Manager and Contractor(s). C. . A. Execution of Owner- Contractor Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule. 5. Designation of personnel representing the parties in Contract, Construction Manager, and the Architect. 01039 - 2 6. Procedures and porcessing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders and Contract closeout procedures. 7. Scheduling. 1.5 SITE MOBILIZATION CONFERENCE A. Construction Manager will schedule a conference at the Project site prior to Contractor occupancy. B. Attendance Required: Construction Manager, Special Consultants, and Contractors' Superintendents. C. Agenda: 1. Use of premises by Owner and Contractors. 2. Owner's requirements. 3. Construction facilities and controls provided by Owner. 4. Temporary utilities provided by Owner. 5. Survey and building layout. 6. Security and housekeeping procedures. 7. Schedules. 8. Procedures for testing. 9. Procedures for maintaining record documents. 10. Requirements for start -up of equipment. 11. Inspection and acceptance of equipment put into service during construction period. 1.6 PROGRESS MEETINGS A. Construction Manager will schedule and administer meetings throughout progress of Work at maximun weekly intervals. B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings, record minutes, and distribute copies to Architect, Owner, participants, and those affected by decisions made. C. Attendance Required: Job Superintendents, major Subcontractors and suppliers, Construction Manager, Architect, as appropriate to agenda topics for each meeting. D. Agenda: I. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of off -site fabrication and delivery schedules. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11. Maintenance of quality and work standards. 12. Effect of proposed changes on progress schedule and coordination. 13. Other business relating to Work. 01039 - 3 1.7 . PREINSTALLATION CONFERENCES A. When required in individual specification: Sections, Construction Manager will convene a preinstallation conference at work site prior to commencing work of the Section. . Requiring attendance of parties directly affecting, or affected by, work of the specific Section. C. Construction Manager will prepare agenda, preside at conference, record .minutes, and distribute copies after conference to participants, with copy to Architect. D. Review conditions of installation, preparation and installation precedures, and coordination with related work. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not.Used SECTION 01050 FIELD ENGINEERING PART I GENERAL 1.1 SECTION INCLUDES A. Quality control. B. Submittals. C. Project record documents. 1.2 RELATED SECTIONS A. Document - Information Available to Bidders: Owner's topography survey. B. Document - General Conditions: Basic site engineering requirements. C. Section 01700 - Contract Closeout: Project Record Documents. 1.3 QUALITY CONTROL A. Employ a Land Surveyor registered in the State of Washington and acceptable to Construction Manager. B. Submit evidence of Surveyor's E&O insurance coverage in form of an Insurance Certificate to Construction Manager. 1.4 SUBMITTALS A. Submit name, address, and telephone number of Surveyor before starting survey work. B. On request submit documentation verifying accuracy of survey work. C. Submit a copy of registered site drawing and certificate signed by the Land Surveyor, that the elevations and locations of the Work are in conformance with Contract Documents. 1.5 PROJECT RECORD DOCUMENTS A. Maintain a complete and accurate log of control and survey work as it progresses. .B. On completion of foundation walls and major site improvements, prepare a certified survey illustrating dimensions, locations, angles, and elevations of construction and site work. C. Submit Record Documents under provisions of Section 01700. 01050 1 1.6 EXAMINATION A. Verify locations of survey control points prior to starting work. B. Promptly notify Construction Manager of any discrepancies discovered. 1.7 SURVEY REFERENCE POINTS A. Contractor to locate and protect survey control and reference points. B. Control datum for survey is that indicated on Drawings. C. Protect survey control points prior to starting Work; preserve permanent reference points during construction. D. Promptly report to Construction Manager the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. . Replace dislocated survey control points based on original survey: control. Make no changes without prior written notice to Construction Manager. 1.8 SERVEY REQUIREMENTS A. Provide field engineering services. Utilize recognized engineering survey practices. • Establish an minimum of two permanent bench marks on site, referenced to established control points. Record locations, with ' horizontal; and vertical data, on Project Record Documents. C. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means: I Site improvements including pavements; stakes for grading, fill, and topsoil placement; utility locations, slopes, and invert elevations. 2. Grid or axis for structures. 3. : Building foundation, column locations, ground floor elevations. D. Periodically verify layouts, by, same. means. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used ►; OF, .SECTION 01050 SECTION 01090 REFERENCES PART I GENERAL 1.1 SECTION INCLUDES A. Quality assurance. 1.2 RELATED SECTIONS A. Document - General Conditions: Reference Standards. 1.3 QUALITY ASSURANCE A. For Products or workmanship specified by association, trade, or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard by date of issue current on date of Contract Documents. C. Obtain copies of standard when required by Contract Documents. D. Maintain copy at jobsite during submittals, planning, and progress of the specific . work, until Substantial Completion. E. Should specified reference standards conflict with Contract Documents, request clarification from Construction Manager before proceeding. F. . The contractural relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. PART 2 PRODUCTS PART 3 EXECUTION NOT USED B. Sequentially number the transmittal form. Resubmittals to have original number with alphabetic suffix. C. Identify project, Contractor, subcontractor, or supplier; pertinent Drawing sheet and detail number(:), and specification Section number, as appropriate. D. Apply Contractor's stamp, signed and initialled certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents. E. Schedule submittals to expedite the Project, and deliver to Construction Manager at business address. Coordinate submission of related items. F. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. G. Provide space for Contractor and Architect/Engineer review stamps. 01300 - I H. Revise and resubmit submittals as required, identify all changes made since previous submittal. 1. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promtly report any inability to comply with provisions. 1.4 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial progress schedule in duplicate within 15 days after date of Owner- Contractor Agreement for Construction Manager's review. B. Revise and resubmit as required. C. Submit revised schedules with each Application for Payment, identifying changes since previous version. D. Submit a computer generated chart with separate line for each section of Work, identifying first work day of each week. E. Show complete sequence of construction by activity, identify Work of separate stages and other logically grouped activities. Indicate the early and 'late start, early and late finish, float dates, and duration. F. Indicate estimated percentage of completion for each item of Work at each submission. G. Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates, including those furnished by Owner and under Al lowances. 1.5 PROPOSED PRODUCTS LIST A. Within 15 days after date of Owner - Contractor Agreement, submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number for each product. B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. 1.6 SHOP DRAWINGS A. Submit in the form of one reproducible transparancy. B. Submit number of opaque reproductions which Contractor requires, plus four copies which will be retained by Architect, Engineer, and Construction Manager. C. After review, reproduce and distribute in accordance with Article on Submittal Procedures above and for Record Documents under provisions of Section 01700 - Contract Closeout. 01300 - 2 1.7 PRODUCT DATA A. Submit the number of copies which the Contractor requires, plus four copies which will be retained by the Architect, Engineer, Construction Manager. B. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturer's standard data to provide information to this Project. C. After review, distribute in accordance with Article on Submittal Procedures above and provide copies for Record Documents under provisions of Section 01700 - Contract Closeout. 1.8 SAMPLES A. Submit samples to illustrate function and aesthetic characteristics of the Product, with interrelated parts and attachment devices. Coordinate sample submittals for interfacing. work. B. Submit samples of finishes from the full range of manufacturer's standard colors, textures, and patterns for Architect's selection. C. Include information on each sample, with full Project information. D. Submit the number of samples specified in individual Sections; three of which will be retained by the Architect, Engineer, and Construction Manager. E. Reviewed samples which may be used in the Work are indicated in individual specification Sections. 1.9 MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start -up, adjusting, and finishing, in quanities specified for Product Data. B. Identify conflicts between manufacturers' instructions and Contract Documents. 1.10 MANUFACTURER'S CERTIFICATES A. When specified in individual specification Sections, submit manufacturers' certificate to Construction Manager for review, in quanities specified in Product Data. Indicate material or Product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropiate. Certificates may be recent of "previous test results an material or Product, but must be acceptable to Construction Manager. PART-2 PRODUCTS Not Used PART 3 'EXECUTION SECTION 01400 QUALITY CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Quality assurance and control of installation. B. Field samples. C. Mock -up. D. Inspection and testing laboratory services. E. Manufacturers' field services and reports. 1.2 RELATED SECTIONS A. Section 01090 - Reference Standards. B. Section 01300 - Submittals: Submission of Manufacturers' Instructions and Certificates. C. Section 01600 - Material and Equipment: Requirements for material and product quality. 1.3 QUALITY ASSURANCE /CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Construction Manager before proceeding. D. Comply with specific standards as o minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce work anship of specified quality. F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. 01400 - 1 1.4 FIELD SAMPLES A. Install field samples at the site as required by individual specification Sections for review. B. Acceptable samples represent a quality level for the Work. C. Where field sample is specified in individual Sections to be removed, clear area after sample has been accepted by Construction Manager. 1.5 MOCK -UP A. Test will be performed under provisions identified in this Section. B. Assemble and erect specified items, with specified attachment and anchorage devices, fleshings, seals, and finishes. C. Where mock -up is specified in individual Sections to be removed, clear area after mack -up has been accepted by Construction Manager. 1.6 INSPECTION AND TESTING LABORATORY SERVICES A. Owner will appoint, employ, and pay for services of an independent firm to perform inspection and testing. B. The independent firm will perform inspections, tests, and other services specified in individual specification Sections and as required by the Construction Manager and UBC 88 as follows: 1. Masonry: Special inspections during preparation of masonry wall prisms, placement of reinforcing, and grouting of reinforced spaces (UBC 306 (a) 2. Concrete: Special inspections taking test specimens and placing reinforcing steel and field welding of reinforcing steel, and placing of concrete (UBC 306 (A) 183). 3. Structural Steel: Special inspections of field welding of structural steel members (UBC 306 (A)5). C. Reports will be submitted by the independent firm to the Construction Manager, Building Department having authority in duplicate, indicating observations and results of tests and indicating compliance or non- compliance with Contract Documents. D. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage and assistance as requested. I. Notify Construction Manager and independent firm 24 hours prior to expected time for operations requiring services. 2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use. E. Retesting required because of non - conformance to specifiec requirements shall be performed by the same independent firm on instructions from the Construction Manager. Payment for retesting will be charged to the Contractor by deducting inspection or testing charges from the Contract Sum. 01400 - 2 1.7 MANUFACTURERS' FIELD SERVICES AND REPORTS A. Observer subject to approval of Construction Manager. B. When specified in individual specification Sections, require material or Product supplier or manufacturers to provide quailified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start -up of equipment, test, adjust, and balance equipment as applicable, and to initiate instructions when necessary. C. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. D. Submit report in duplicate within 20 days of observation to Construction Manager's for review. PART2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF' SECTION • 01400: SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART GENERAL 1.1 SECTION INCLUDES A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water, and sanitary facilities. B. Temporary Controls: Barriers, protection of Work, and water control. C. Construction Facilities: Access roods, parking, progress cleaning, project signage, and temporary buildings. 1.2 RELATED SECTIONS A. Section 01700 - Contract Closeout; Final cleaning. 1.3 TEMPORARY ELECTRICITY A. Electrical Contractor will provide and pay for power service required from Utility source, under provisions of Section 16010 - Electrical General Provisions. I. Electrical Contractor will provide temporary electrical feeder from electrical service at location directed by Construction Manager. 2. Electrical Contractor will provide power outlets for construction operations, with branch wiring and distribution boxes located at each floor. B. Owner will pay for energy used. Exercise measures to conserve energy. C. Each Contractor shall provide flexible power cords as required to perfrom his Work. D. Permanent convenience receptacles may be utilized during construction when approved by Construction Manager. 1.4 TEMPORARY LIGHTING A. Each Contractor shall provide and maintain lighting for construction operations. B. Provide cords from distribution boxes with lighting conductors, pigtails, and lamps as required. C. Maintain lighting and provide routine repairs. .D. Permanent building lighting may be utilized during construction when approved by Construction Manager. 01500 - 1 1.5 TEMPORARY HEAT A. Each Contractor shall provide temporary heat devices as required to maintain specified conditions for construction operations of his Work. B. Contractor will pay for cost of energy used. C. Prior to operation of permanent equipment (under direction of Construction Manager), for temporary heating purposes, verify that installation is approved for operation, equipment is lubricated and filters are in place. Provide and pay for operation, maintenance, and regular replacement of filters and worn or consumed parts. D. Maintain minimum ambient temperarure of 50 degrees F in areas where construction is in progress, unless indicated otherwise in specifications. 1.6 TEMPORARY VENTILATION A. Each Contractor to ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, and gases. 1.7 TELEPHONE SERVICE A. Construction Manager will provide, maintain and pay for telephone service to his field office. B. Contractors may provide and pay for telephone service to their field offices under direction of Construction Manager. 1.8 TEMPORARY WATER SERVICE A. Owner will provide, maintain and pay for suitable water service required for construction operations. Exercise measures to conserve water. B. Each Contractor shall provide and maintain his own hoses as required to perform his Work. 1.9 TEMPORARY SANITARY FACILITIES A. Owner will provide and maintain required facilities and enclosures. 1.10 BARRIERS A. Owner will provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage due to construction operations and demolition. 1.11 WATER CONTROL A. Contractor grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. B. Contractor protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. 01500 - 2 1.12 PROTECTION OF INSTALLED WORK BY CONTRACTORS A. Protect installed Work and provide special protection individual specification Sections. B. Provide temporary and removable protection for installed activity in immediate work area to minimize damage. C. Provide protective coverings at walls, projections, jambs, openings. D. Protect finished floors, stairs, and other surfaces from damage, or movement of heavy objects, by protecting materials. where specified in Products. Control sills and soffits of traffic, dirt, wear, with durable sheet E. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. F. Prohibit traffic from landscaped areas. G. Contractors shall be responsible for the cost of repair or replacement for damage caused by their employees to installed Work. 1.13 ACCESS ROADS A. Construct and maintain temporary roads accessing public thoroughfares to serve construction area. B. Extend and relocate as Work progress requires and as directed by Construction Manager. C. Provide and maintain access to fire hydrants, free of obstructions. 1.14 PARKING A. Construction Manager will arrange for temporary parking areas to accomodate construction personnel. 1.15 PROGRESS CLEANING BY CONTRACTORS A. Maintain areas of work free of waste materials, debris, and rubbish. Maintain site in a clean and orderly conditions. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other enclosed or remote spaces, prior to enclosing space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. 1.16 CONSTRUCTION FACILITIES A. Each Contractor shall provide and be responsible for all tools, ladders, scaffoldings (stationary and movable) and related equipment required to execute the Work of his Contract. 01500 - 3 1.17 PROJECT IDENTIFICATION. A. Provided by Construction Manoger. B. No other signs are allowed without Construction Manager's permission except those required by law. 1.18 FIELD OFFICES AND SHEDS A. Locate offices and sheds a minimum distance from new structures as directed by Construction Manager. 1.19 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS BY CONTRACTORS A. Remove temporary above grade or buried utilities, equipment, facilities, materials, when directed by Construction Manager. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated. C. Clean and repair damage caused by installation or use of temporary work. D. Restore existing facilities used during construction to original condition. PART2 PRODUCTS SECTION 01600 MATERIAL AND EQUIPMENT PART 1 GENERAL 1.1 SECTION INCLUDES A. Products. B. Transportation and handling. C. Storage and protection. D. Product options. E. Substitutions. 1.2 RELATED SECTIONS A. Document - Instructions to Bidders. Product options and substitution procedures during bidding. B. Section 01400 - Quality Control: Product quality monitoring. 1.3 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. C. Provide interchangeable components of the same manufacturer, for similar components. 1.4 TRANSPORTATION AND HANDLING A. Transport and handle Products in accordance with manufacturer's instructions. B. Promptly inspect shipments to ensure that Products comply with requirements, qualities are correct, and Products are undamaged. C. Provide equipment and personnel to handle Products by methods to prevent spoiling, disfigurement, or damage. 01600 - 1 1.5 STORAGE AND PROTECTION A. Store and protect Products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive Products in weather- tight, climate controlled enclosures. B. For exterior storage of fabricated Products, place on sloped supports, above ground. C. Provide off -site storage and protecton when site does not permit on -site storage or protection. Provide insurance in conformance with General Conditions of Contract. D. Cover Products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. E. Store loose granular materials on solid flat surfaces in a well- drained area. Prevent mixing with foreign matter. F. Provide equipment and personnel to store Products by methods to prevent soiling, disfigurement, or damage. ▪ Arrange storage of Products to permit access for inspection. Periodically inspect to assure Products are undamaged and are maintained under specified conditions. 1.6 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any Product meeting those standards or description. • • Products Specified by. Naming One or . More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a provision for Substitutions: Submit a request for substitution for any manufacturer not named. 1.7 SUBSTITUTIONS A. Instructions to Bidders specify time restrictions for submitting requests for Substitution during the Bidding period and to .requirements specified in this Section. B. Construction Manager will consider requests for Substitutions only within 15 days after date of Owner- Contractor Agreement. C. Substitutions may be considered when a Product becomes unavailable through no fault of the Contractor. 01600 SECTION 01700 CONTRACT CLOSEOUT PART 1 GENERAL 1.1 SECTION INCLUDES A. Closeout procedures. B. Final cleaning. C. Adjusting. D. Project Record Documents. E. Operation and Maintenance Data. F. Warranties. G. Spare Parts and Maintenance Materials. 1.2 RELATED SECTIONS A. Section 01500 - Construction Facilities and Temporary Controls: Progress cleaning. 1.3 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have'been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Construction Manager's inspection. B. Provide submittals to Construction Manager that are required by governing or other authorities. C. Submit final Application for Payment identifying total adjusted Correct Sum, pervious payments, and sum remaining due. D. Owner will occupy all portions of the building as specified in Section 01011. 1.4 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean interior and exterior glass and surfaces exposed to view, remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpet and soft surfaces, sweep clean all hard floor surfaces, and clean inside surfaces of cabinets. C. Clean equipment and fixtures to a sanitary condition. D. Replace filters of operating equipment. 01700 - 1 D. Submit prior to final Application for Payment. E. For each item of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. 1.9 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra ,materials in quanities specified in individual specification Sections. B. Deliver to Project site and place in location 'as directed by Construction Manager; obtain receipt prior to final payment. ( PART .2 PRODUCTS PART 3 EXECUTION Not Used SECTION 02060 BUILDING DEMOLITION/EROSION CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Demolish designated structures. B. Remove materials from site. C. Remove foundations and basement floor slabs. D. Remove concrete slabs. E. Remove pool and related piping. F. Disconnect, cap, remove and identify utilities. G. Provide erosion control. 1.2 RELATED SECTIONS A. Section 01500 - Construction Facilities and Temporary Controls: Barricades, fences, and landscape protection. B. Section 01500 - Construction Facilities and Temporary Controls: Dust control. C. Section 01700 - Contract Closeout: Project record documents. D. Section 02110 - Site Clearing: Site clearing. E. Section 02223 - Back filling: Backfill materials. 1.3 SUBMITTALS A. Submit demolition and removal procedures and schedule under provisions of Section 01300. B. Submit record documents under provisions of Section 01700. 1.4 EXISTING CONDITIONS A. Conduct demolition to minimize interference with adjacent structures. B. Provide, erect, and maintain temporary barriers and security devices. C. Conduct operations with minimum interference to public or private thoroughfares. Maintain protected egress and access at all times. D. Do not close or obstruct roadways or sidewalks without permits. 02060 - PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.1 PREPARATION A. Prevent movement or settlement of adjacent structures. Provide bracing and shoring. B. Protect existing landscaping materials and structures which are not to be demolished. C. Disconnect, remove, and cap designated utility lines within demolition areas. D. Mark location of disconnected utilities. Identify utilities and indicate capping locations on Project Record Documents. 3.2 EXECUTION A. Demolish indicated structures and appurtenances in an orderly and careful manner.: B. Cease operations and notify Construction Manager immediately if adjacent structures appear to be endangered. Do not resume operations until corrective measures have been taken. C. Except where noted otherwise, immediately remove demolished material from site. D. Relics, antiques, and similar objects remain the property of the Owner. Notify Construction Manager prior to removal and obtain acceptance regarding method of removal. E. Remove materials to be re- installed or retained in manner to prevent damage. Store and protect under provisions of Section 01600. F. Remove the following material and equipment to be retained by Owner. Deliver to location agreed upon. I. Chain link fencing materials. G. Remove and promptly dispose of contaminated, vermin infested or dangerous materials encountered conforming to requirements of authority having jurisdiction. H. Do not bum or bury materials on site. 1. Remove foundation walls and footings. 02060 -2 J. Remove concrete slabs on grade. K. Remove pool, components, and piping from site. L. Keep work sprinkled to minimize dust. Provide hoses and watermain or hydrant connections for this purpose. M. .Provide erosion control work as indicated on Drawing C -l. N. Backfill open pits and holes caused as a result of demolition. Use Type A fill specified in Section 02223 and compact to 95 percent. 0. Rough grade and compact areas affected by demolition to maintain site grades and contours. Remove demolished materials from site as work progresses. Leave site in clean condition. SECTION 02110 SITE CLEARING PART I GENERAL 1.1 SECTION INCLUDES A. Remove surface debris. B. Clear site of plant life and grass. C. Remove trees and shrubs. D. Remove root system of trees and shrubs. 1.2 RELATED SECTIONS A. Section 02060 - Building Demolition. B. Section 02202 - Rock Removal. C. Section 02222 - Excavation. 1.3 REGULATORY REQUIREMENTS A. Conform to applicable code for disposal of debris. B. Coordinate clearing Work with utility companies PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.1 PREPARATION A. Verify that existing plant life and features designated to remain are tagged or identified. 3.2 PROTECTION A. Protect utilities that remain, from damage. B. Protect trees, plant growth, and features designated to remain as final landscaping. ,C. Protect bench marks and existing structures from damage or displacement. 02110. - 3.3 CLEARING A. Clear areas required for access ,to .;site and execution of Work. B. Remove trees and shrubs indicated not to remain. Remove stumps, main root ball, surface rock. C. Clear undergrowth and deadwood, without disturbing subsoil.' 3.4 REMOVAL A Remove debris, rock, and excavated plant life from site. END OF SECTION . . PART 1 -- GENERAL 1.01 SCOPE DIVISION 2 - SITENORR SECTION 02140 - PAGE 1 DENATERING A. This section specifies the definition, responsibilities, and execution for dewatering. B. Dewatering shall consist of the design, furnishing, installation, operation, maintenance and removal of a dewatering system(s) to achieve proper completion of all work performed under this Contract. C. The Contractor shall furnish, install, operate and remove any and all additional machinery, appliances and equipment necessary to keep excavations free from water during construction, and shall dewater and dispose of the water so as not to cause injury to public or private property, or to cause a• nuisance or a menace to the public. The Contractor shall at all times have on hand sufficient pumping'equipment and machinery in good working condition for all ordinary emergencies, including power outage and flooding, and shall have available at all times competent workers for the continuous and successful operation of the dewatering, recharge and monitoring systems. These systems shall not be shut down between shifts, on holidays, or weekends, or during work stoppage without written permission from the Engineer. 6. The control of groundwater shall be such that softening of the bottom of excavations, or formation of "quick" conditions or.. "boils" during excavation shall be prevented. Dewatering systems shall be designed and operated so as to prevent removal of the natural soils. The Contractor shall maintain water levels a minimum of 2 feet below the bottom of all excavations at all times and under all conditions. E. During excavating, construction of structures, installing of pipelines, placing of gravel working base, structure and trench backfill, the placing and setting of concrete, and prior to the acceptance of the work or any portion of the work, excavations shall be kept free of water. The Contractor shall control surface runoff so as to prevent entry or collection of water in excavations or in other isolated areas of the site. The dewatering system shall be designed using accepted and professional methods of design and engineering consistent with the best modern practice. The dewatering system shall include any deep wells, wellpoints, sumps, and other equipment, appurtenances, and related earthwork necessary to perform the function. The Contractor shall employ the services of a subcontractor who is generally acknowledged as experienced in the field of dewatering design, installation, operation and maintenance. The Contractor shall visit the site to determine the existing conditions thereof. DIVISION 2 - SITEWORK SECTION 02140 - PAGE 2 DEWATERING 1.2 SUBMITTALS A. Submit design shop drawings under provisions of Section 01300. PART 2 -- PRODUCTS There are no products this section. PART 3 -- EXECUTION 3.01 DISCHARGE POINTS j . A. As approved by A rchitect. 3.02 ELECTRICAL SUPPLY FOR INSTALLATION OF DEWATERING SYSTEMS The electrical service used for dewatering shall be supplied by the Contractor and shall be separate from all other Contractor elec- trical requirements and dedicated solely to the operation of the dewatering systems. 3.03 DEWATERING SYSTEM PROTECTION The Contractor shall be responsible for taking all reasonable precautions necessary to insure continuous•,'successful operation of the. system 3.04 FILTER MATERIAL A. For wells and wellpoints'the gravel pack filter material shall be clean, rounded, washed select silica gravel free from silt, clay and other deleterious material. B. Sufficient gravel shall be furnished by the Contractor for initial gravel packing of the well and such additional gravel as the well may take during development. The Contractor shall furnish a certificate of gravel pack material quality and gradation prior to having gravel delivered to the site. • C.. Approval by the Engineer of the Contractor's selection of gravel pack in no way relieves the Contractor of its responsibility for designing and installing wells or wellpoints which do not adequately protect foundation soils from fines removal. DIVISION 2 - SITEWORK SECTION 02140 - PAGE3 DEWATERING 3.05 WELL DEVELOPMENT All wells and wellpoints shall be developed after installation to remove all fines from jetting, drilling and construction. Development discharge must be disposed of separately from existing dewatering discharge. The Contractor shall develop the wells until the sand content of the discharge water does not exceed 10 parts per million (ppm) as determined by a centrifugal sand separating meter such as described in Journal AWWA, 46:123 (February 1954) (Rossum SAND TESTER) or equivalent. 3.06 FORMATION PROTECTION The Contractor shall design and construct the dewatering system such that foundation soils natural or engineered will not be subject to fines removal upon pumping. The Contractor shall monitor discharge from all parts of the system to insure that the sand content of the discharge water doss not exceed 10 ppm as determined by a Rossum SAND TESTER or equivalent. The Contractor shall provide all of the equipment and fittings for monitoring sand content. The Contractor shall take sand content measurements in the presence of the Engineer's representative. The Contractor • shall provide the Engineer with 24 hours notice prior to taking measurements. Monitoring for sand content shall be performed for each dewatering discharge on a weekly basis. 3.07 STANDBY EQUIPMENT A. The Contractor shall maintain on site sufficient equipment and materials to insure continuous and successful,operation,of: the dewatering, recharge and mo,itoring systems. 3.08 Not Used 3.09 DAMAGES The Contractor shall be responsible for and shall repair without cost to the Owner any damage to work in place, other contractors' equipment, and the excavation, including damage to the bottom due to heave and including removal of material and pumping out of the excavated area, that may result from its negligence, inadequate or improper installation, maintenance and operation of the dewatering system, and any mechanical or electrical failure of the dewatering system. DIVISION 2 - SITEWORR SECTION 02140 - PAGE 4 DEWATERING 3.10 MAINTAINING EXCAVATION IN DEWATERED CONDITION Subsequent to completion and acceptance of all work in the excavated area, the Contractor shall maintain the dewatering systems in operation until such time as a written directive to cease operations has been received from the Engineer. System maintenance shall include but not be limited to 24 -hour supervision by personnel skilled in the operation, maintenance, and replacement of system components; standby and spare equipment of the same capacity and quantity as specified in the paragraph entitled "Standby Equipment;" and any other work required to maintain the systems. Dewatering shall be a continuous operation and interruptions due to outages or any other reason shall not be permitted. The Contractor shall be responsible for all damages to accepted work in the excavation area and for damages to any othet area caused by its failure to maintain and operate the system as specified above. 3.11 AVAILABLE SOIL TEST DATA Soils investigation data are available for review,, Use of this information in no way, relieves the Contractor from its responsibility for design, construction, and operations of a properly functioning dewatering system. Any addi- tional testing or pumping the Contractor may wish • to perform in order to assure itself of being able to provide a properly functioning dewatering system shall be at the Contractor's own cost. 3.12 SYSTEM REMOVAL A. Upon written authorization of the Engineer., the Contractor shall remove from the site all dewatering system elements with the exception of those monitor wells so designated by the Engineer. The Contractor shall assume ownership and responsibility for the disposal of all dewatering pumps, pipes and other assorted system hardware. The Contractor shall remove and abandon all wells in accordance with Chapter 173 -160 WAC. The Contractor shall be or employ the services of a licensed water well contractor for the well abandonment. END OF SECTION SECTION 02202 ROCK REMOVAL PART 1 GENERAL 1.1 SECTION INCLUDES A. Removal of discovered rock during excavation. 1.2 RELATED SECTIONS A. Document - Geotechnical Data: Bore hole locations and findings of soil and subsurface report. B. Section 01400 - Quality Control: Inspection of bearing surfaces. C. Section 02222 - Excavation: Building excavation. D. Section 02225 - Trenching: Trenching for utilities. PART 2 PRODUCTS 2.01 MATERIALS A. Rock (Definition): Solid mineral material with a volume in excess of 1/3 cu yd or solid material that cannot be removed with a 3/4 cu yd capacity power shovel without drilling or blasting. PART 3 EXECUTION 3.1 INSPECTION A. Verify site conditions and note irregularities affecting work of this Section. B. Beginning work of this Section means acceptance of existing condition. 3.2 ROCK REMOVAL - MECHANICAL METHOD A. Excavate for and remove rock by the mechanical method. B. Cut away rock at excavation bottom to form level bearing. C. Remove shaled layers to provide sound and unshattered base for footings. D. In utility trenches, excavate to 6 inches below invert elevation of pipe and 24 inches wider than pipe diameter. 02202 .- 1 Remove excavated material from site. Correct unauthorized rock removal in accordance with backfilling and, compaction requirements of Section 02223. 3.3 FIELD QUALITY CONTROL A. Provide for visual inspection of bearing surfaces and cavities farmed by removed rock under provisions of Section 01400. SECTION 02211 ROUGH GRADING PART 1 GENERAL 1.1 SECTION INCLUDES. A. Remove topsoil and stockpile for later reuse. B. Excavate subsoil and stockpile for later reuse. C. Grade and rough contour site. 1.2 RELATED SECTIONS A. Document - Geotechnical Data: Bore hole locations and findings of soil and subsurface report. B. Section 01050 - Field Engineering: Establishing lines and levels. C. Section 02202 - Rock Removal. D. Section 02222 - Excavation: Building excavation. E. Section 02223 - Backfilling: Building and site backfilling. F. Section 02225 - Trenching: Trenching and backfilling for utilities. 1.3 PROJECT RECORD DOCUMENTS A. Submit documents under provisions of Section 01700. B. Accurately record location of utilities remaining, rerouted utilities, new utilities by horizontal dimensions, elevations or inverts, and slope gradients. 1.4 PROTECTION A. Protect trees, shrubs, lawns, and other features remaining as portion of final landscaping. , B. Protect bench mcrks, roads, sidewalks and paving and curbs. C. Protect above or below grade utilities which are to remain. D. Repair damage at no cost to Owner. PART PRODUCTS 2.1 MATERIALS A. Topsoil: Excavated material, graded free of roots, rocks larger than one inch, subsoil, debris, and large weeds. B. Subsoil: Excavated material, graded free of lumps larger than 6 inches, rocks larger than 3 inches, and debris. PART 3 EXECUTION 3.1 PREPARATION A. Identify required lines, levels, contours, and datum. Coordinate with Section 01050. B. Identify known below grade utilities. Stake and flag locations. C. Identify and flag above grade utilities. D. Maintain and protect existing utilities remaining which pass through work area. E. Upon discovery of unknown utility or concealed conditions, discontinue affected work; notify Construction Manager. 3.2 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be further excavated, relandscaped, or regraded and stockpile in area designated on site as designated by Construction Manager. B. Do not excavate wet topsoil. C. Stockpile topsoil to depth not exceeding 8 feet. Cover to protect from erosion. 3.3 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded and stockpile in area designated on site as designated by Construction Manager. B. Do not excavate wet subsoil. C. Stockpile subsoil to depth not exceeding 8 feet. D. When excavation through roots is necessary, perform work by had and cut roots with a sharp axe. 3.4 TOLERANCES A. Top Surface of Subgrade: PIus or minus one inch. END OF SECTION 02211 - 2 PART 1 GENERAL 1.1 SECTION INCLUDES A. Excavation down to pile caps. B. Excavations for slabs -on- grade. C. Excavation for site structures. 1.2 RELATED SECTIONS A. Section 01400 - Quality Control: Inspection of bearing surfaces. B. Section 01500 - Construction Facilities and Temporary Controls: Dewatering excavations and water control. C. Section 02202 - Rock Removal: Removal of rock during excavation. D. Section 0221 1 - Rough Grading: Topsoil and subsoil removal from site surface. E. Section 02223 - Back filling. F. Section 02225 - Trenching: Excavation for utility trenches. G. Section 02361 - Friction Wood Piles: Pilings. 1.3 FIELD MEASUREMENTS A. Verify that survey benchmark and intended elevations for the Work are as indicated. SECTION 02222 EXCAVATION PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.1 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known underground, above ground, and aerial utilities. Stake and flog locations. 02222 - C. Protect above and below grade utilities which are to remain. D. Protect trees, shrubs, lawns, and other features remaining as a portion of final landscaping. Provide measures to prevent soil erosion. E. Protect bench marks, existing structures, fences, sidewalks, paving, and curbs from equipment and vehicular traffic. 3.2 EXCAVATION A. Underpin adjacent structures which may be damaged by excavation work, including service utilities and pipe chases. B. Excavate subsoil required to accommodate building foundations, slabs-on -grade, site structures, and construction operations. C. Excavate to working elevations for piling work. Coordinate special requirements for piling. D. Machine slope banks to angle of repose or less until shored. E. Grade top perimeter of excavation to prevent surface water run -off into excavation. F. Hand trim excavation and leave free of loose matter. G. Remove lumped subsoil, boulders, and rock up to 1/3 cu yd, measured by volume. Remove larger material under Section 02202. H. Notify Construction Manager of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. I. Correct unauthorized excavation at no cost to Owner. J. Correct areas over -excavated by error in accordance with Section 02222. K. Stockpile excavated material in area designated on site by Construction Manager. 3.3 FIELD QUALITY CONTROL A. Field inspection will be performed under provisions of Section 01400. B. Provide for visual inspection of bearing surfaces. 3.4 PROTECTION A. Protect excavations by methods required to prevent cave -in or loose soil from falling into excavation or soil erosion. B. Protect bottom of excavations and soil adjacent to and beneath foundations, from freezing. END OF SECTION 02222 - 2 SECTION 02223 BACKFILLING PART I GENERAL 1.1 SECTION INCLUDES A. Building perimeter and site structure backfilling to subgrade elevations. B. Site filling and backfilling. C. Fill under slabs-on-grade and paving. D. Consolidation and compaction. E. Fill for over-excavation. 1.2 RELATED SECTIONS A. Section 01400 - Quality Control: Testing fill compaction. B. Section 02222 - Excavation. C. Section 02225 - Trenching: Backfilling of utility trenches. D. Section 02710 - Subdrainage Systems:. Filter aggregate over building perimeter tile drainage. E. Section 03300 - Cast-in-Place Concrete: Concrete materials. 1.3 REFERENCES A. ANSI/ASTM C136 - Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Moisture-Density Relations of Soils and Soil-Aggregate Mixture Using 5.5 Ib (2.49 kg) Rammer and 12 inch (305 mm) Drop. C. ANSI/ASTM DI556 - Density of Soil in Place by the Sand-Cone Method. D. ANSI/ASTM DI557 - Moisture-Density Relations of Soils and Soil-Aggregate Mixture Using 10 Ib (4.54 kg) Rammer and 18 inch (457 mm) Drop. PART 2 PRODUCTS 2.1 FILL MATERIALS A. Type A - Gravel: Pit run, natural stone; free of shale, clay, friable materials, debris; graded in accordance with ANSI /ASTM CI36 within the following limits: Sieve Size 2 inches One inch 3/4 inch 5/8 inch 3/8 inch No. 4 No. 16 Percent Passing 100 95 95 to. 100 75 to 100 55 to 85 35 to 60 15 to '35 B. Type B - Pea Gravel: Natural stone; free of clay, shale, organic matter; graded in accordance with ANSI /ASTM CI36, to the following: 1. Minimum Size: 1/4 inch 2. Maximum Size: 5/8 inch ' C. Type C - Sand: Natural river or bank sand; free of silt, clay, loam, friable or ;} soluble materials, and organic matter. D. Type D - Crushed angular natural stone; free of shale, clay, friable material, sand, debris; graded with in the following limits: Sieve Size 3/4 inch 5/8 inch 3/8 inch No. 4 No. 16 Percent Passing 95 to 100 75 to 100 55 to 85`.. 35 to 60 15to35 E. Subsoil: Reused, free of gravel larger than 3 inches size, and debris. F. Concrete: Lean concrete to Section 03300 with compressive strength of 2,000 psi. PART 3 EXECUTION 3.1 EXAMINATION A. Verify fill materials to be reused are acceptable. B. Verify foundation perimeter drainage installation has been inspected. 02223 - 3.2 PREPARATION A. Generally, compact subgrade to density requirements for subsequence backfill materials. B. Cut cut soft areas of subgrade not readily capable of in -situ compaction. Backfill with Type A and compact to density equal to or greater requirements for subsequent backfill material. C. Prior to placement of aggregate base course material at paved areas, compact subsoil to 95 percent of its maximum dry density in accordance with ANSI /ASTM D698. 3.3 BACKFILLING A. Backfill areas to contours and elevations with unfrozen materials. B. Systematically backfill to allow maximum time for natural settlement. Do not backfill over porous, wet, frozen or spongy subgrade surfaces. C. Type A Fill: Place and compact materials in continuous layers not exceeding 6 inches compacted depth. D. Sub Soil Fill: Place and compact material in continuous layers not exceeding 6 inches compacted depth. E. Employ a placement method so not to disturb or damage foundation perimeter drainage and foundation waterproofing and protective cover. F. Maintain optimum moisture content of backfill materials to attain required compaction density. G. Backfill against supported foundation walls. H. Slope grade away from building minimum 2 inches in 10 feet, unless noted otherwise. 1. Make changes in grade gradual. Blend slopes into level areas. J. Leave fill material stockpile areas completely free of excess fill materials. 3.4 TOLERANCES A. Top Surface of Backfilling Under Paved Areas: Plus or minus one inch from required elevations. 3.5 FIELD QUALITY CONTROL A. Field testing will be performed under provisions of Section 01400. B. Compaction testing will be performed in accordance with ANSI /ASTM D1556, ANSI /ASTM D 1557, or ANSI/ASTM D698 and with Section 01400. C. If tests indicate work does not meet specified requirements, remove work, replace and retest at no cost to Owner. 02223 - 3 SECTION 02225 TRENCHING PART 1 GENERAL 1.1 SECTION INCLUDES A. Excavate trenches for utilities from outside building to municipal utilities. B. Compacted bed and compacted fill over utilities to subgrade elevations. C. Backf i l l i ng and compaction. 1.2 RELATED SECTIONS A. Section 01400- Quality Control: Testing fill compaction. B. Section 01500 - Construction Facilities and Temporary Controls: Water control in excavations. C. Section 02202 - Rock Removal: Removal of rock during excavation. D. Section 0221 1 - Rough Grading: Topsoil and subsoil removal from site surface. E. Section 02222 - Excavation: General building excavation. F. Section 02223 - Backfilling: General backfilling. G. Section 02710 - Subdrainage Systems: Building perimeter tile drainage, filter aggregate and filter fabric, and granular cover. H. Section 15410 - Plumbing Piping: Sewer, gas, and water piping from building to municipal sewer. 1. Section 03300 - Cast -in -Place Concrete: Concrete materials. 1.3 REFERENCES A. ANSI /ASTM CI36 - Sieve Analysis of Fine and Coarse Aggregates. B. ANSI /ASTM D698 - Tests for Moisture - Density Relations of Soils and Soil- Aggregate Mixture Using 5.5 Ib (2.49 kg) Rammer and and 12 inch (305 mm) Drop. C. ANSI /ASTM DI556 - Test Method for Density of Soil in Place by Sand -Cone Method. D. ANSI /ASTM DI557 - Test methods for Moisture- Density Relations of Solis and Soil- Aggregate Mixture Using 10 Ib (4.54 kg) Rammer and 18 inch (457 mm) Drop. 02225` 1 1.4 FIELD MEASUREMENTS A. Verify that survey benchmark and intended elevations for the Work are as shown on Drawings. PART 2 PRODUCTS 2.1 FILL MATERIALS A. Types A, B, C, and Subsoil materials as specified in Section 02223. 2.2 BED MATERIALS A. Type I Material: As specified for Type A in Section 02223. B. Type 2 Material: As specified for Type B in Section 02223. C. Type 3 Material: As specified for Type C in Section 02223. D. Subsoil Material: As specicified in Section 02223. PART 3 EXECUTION 3.1 EXAMINATION A. Verify fill materials to be reused, are acceptable. 3.2 PREPARATION A. Identify required lines, levels, contours, and datum. B. Maintain and protect existing utilities remaining, which pass through work area. C. Protect plant life, lawns, and other features remaining as a portion of final landscaping. D. Protect benchmarks, existing structures, fences, sidewalks, paving, and curbs from excavation equipment and vehicular traffic. E. Protect above and below grade utilities which are to remain. F. Cut out soft areas of subgrade not capable of insitu compaction. Backfill with Type I fill and compact to density equal to or greater than requirements for subsequent bockfi II material. 3.3 EXCAVATION A. Excavate subsoil required for piping to.municipal utilities. B. Cut trenches sufficiently wide to enable installation of utilities and allow inspection. 02225:; C. Hand trim excavation. Remove and leave free of loose matter. D. Remove lumped subsoil, boulders, and rock up to 1/3 cu yd, measured by volume. Remove larger material under Section 02202. E. Correct unauthorized excavation at no cost to Owner. F. Correct areas over - excavated by error in accordance with Section 02222. G. Stockpile excavated material in area designated on site where directed by Construction Manager. 3.4 BEDDING A. Support pipe and conduit during placement and compaction of bedding fill. 3.5 BACKFILLING A. Backfill trenches to contours and elevations with unfrozen materials. B. Systematically backfill to allow maximum time for natural settlement. Do not backfill over porous, wet, frozen or spongy subgrade surfaces. C. Type I Fill: Place and compact materials in continuous layers not exceeding 6 inches compacted depth. D. Subsoil Fill: Place and compact material in continuous layers not exceeding 6 inches compacted depth. E. Maintain optimum moisture content of backfill materials to attain required compaction density. F. Leave stockpile areas completely free of excess fill materials. 3.6 TOLERANCES A. Top Surface of Backfilling: Under Paved Areas: Plus or minus one inch from required elevations. B. Top Surface of General Bockfilling: Plus or minus one inch from required • elevations. 3.7 FIELD QUALITY CONTROL A. Field testing will be performed under provisions of Section 01400. B. Compaction testing will be performed in accordance with ANSI /ASTM DI556, ANSI /ASTM DI557, or ANSI /ASTM D698 and with Section 01400. C. If tests indicate Work does not meet specified requirements, remove Work, replace and retest at no cost to Owner. D. Frequency of Tests: As indicated by Construction Manager. 02225 - 3 3.8 PROTECTION .OF..FINISHED WORK: A. Protect finished Work under provisions of Section 01500 B. Recompact fills subject to vehicular traffic. 3.9 SCHEDULE Utility piping: 1. ` Bedding Fill: Type I, 6 inches thick, compacted to 95. percent 2. Cover and Surround Piping Fill: Type 2, 6 inches over top of pipe, compacted to 90 percent. 3. Cover with Type I or Subsoil fill, in 6 inch lifts, compacted to 90 percent. Power, Ducts: I. Bedding fill of Type 3, 6 inches, compacted to 95 percent, , 2. Remaining fill of Subsoil or. Type I, to subgrade elevation, compacted to 90 percent. SECTION 02361 WOOD FRICTION PILES PART I GENERAL 1.1 SECTION INCLUDES A. Preservative treated wood piles with steel shoes and collars. B. Cut off pile tops to required elevations, ready for capping. 1.2 RELATED SECTIONS A. Document - Geotechnical Report: Soils report. B. Section 01026 - Unit Prices. C. Section 01400 - Quality Control: Testing laboratory services. D. Section 02222 - Excavation: Excavation to working level. E. Section 03300 - Cast -In -Place Concrete: Pile caps and grade beams. 1.3 REFERENCES A. ASTM D25 - Round Timber Piles. B. AWPA C3 - Preservative Treatment of Piles by Pressure Processes. C. AWPA M4 - Standard for the Care of Pressure Treated Wood Products. 1.4 SHOP DRAWINGS A. Submit shop drawings under provisions of Section 01300. B. Indicate details and schedule of pile installation. Identify recommended pile lengths and diameters to suit design loads. Include details of collars, shoes, and cushion blocks. 1.5 PROJECT RECORD DOCUMENTS A. Submit 5 copies of project records and drawings under provisions of Section 01700. B. Accurately record: I. Sizes, lengths, and locations of piles. 2. Sequences of driving. 3. Number of blows per foot for entire length of piles and set for last 10 blows. 4. Drilling: Hole diameters, start and tip elevations. 5. Final tip and heed elevations. 6. Driving force of each hammer blow. 02361 - 1 1.6 PROTECTION A. Prevent surface damage to treated piles. B. Treat repairs to treated piles in accordance with AWPA M4. 1.7 PROJECT CONDITIONS A. Protect nearby structures from damage. B. Perform driving only between 7:00 AM and 10:00 PM hours and in conformance with driving times established by City of Tukwila, Washington noise ordance, to minimize transmission of movement or noise to nearby structures. 1.8 UNIT PRICES A. B. C. D. Base bids on the number and spacing of piles indicated on Drawings and on a length from point to.cut -off of 35 to 40 feet. Determine number and lengths of piles based on Project Record Documents. Adjustment in price due to changes in number of piles will be based on unit prices established in the Contract. Include in bid a unit price per unit of piling. PART 2 PRODUCTS 2.1 MATERIALS A. Piles: Preservative treated, clean - peeled Douglas. Fir; pressure impregnated with 100 percent oxide -pure preservative with minimum 0.80 Ibs /cu ft retention, manufactured by. Osmose or pressure treated with CCA preservative with minimum 0.60 lb/cu ft retention, manufactured by Wolmanized for land and fresh water piles. B. Piles: One -piece friction piles with minimum• tip diameter. of 9 inches as indicated on Drawings. Of 35 to 40 . feet. Splices will not be permitted. PART 3 EXECUTION 3.1 PREPARATION A. Obtain prior approval of hammer to cause damage to nearby structures. B. Verify site conditions will support driving operations and testing. be used. Use driving method which will not driving ,equipment for performance of pile :0236 L 2 3.2 INSTALLATION A. Deliver hammer blows on central axis of pile. B. Protect pile head during driving, using cushion cap. Provide full bearing on piles for distribution of hammer blow. Do not damage piles during driving operations. C. Drive piles to required Toad capacities. Avoid damaging piles by over driving. D. Load Carrying Capacites: 80,000 Ib. E. When driving is interrupted before refusal, drive an additional 12 inches before resuming recording of performance data. F. Redrive piles which have lifted due to driving of adjacent piles, or by soil uplift. G. Cut off tops of piles to elevations indicated and prepare pile top to receive pile cap. H. Apply preservative to exposed ends of cut-off piles. 3.3 DRILLING A. Drill holes to facilitate driving only if demonstrated that piling cannot be completed in specified manner. B. Hole Diameter: Not more than one inch smaller than tip dimension. C. Drill only through strata obstructing driving. 3.4 TOLERANCES A. Maximum: 1 in 48 from vertical for plumb piles. B. Maximum: I in 24 from required angle for batter piles. C. Top: Maximum 4 inches from location indicated. 3.5 NON- CONFORMING PILES A. Non- conforming. Piles: Piles that fail tests, are driven out of position, are below cut -off elevation, or are damaged. B. Provide additional piles or supplement piles to meet specified requirements. END OF SECTION 02361 - SECTION 02511 STONE PAVING PART 1 GENERAL 1.1 SECTION INCLUDES A. Stone paving course, compacted. 1.2 RELATED SECTIONS A. Section 0221 1 - Rough Grading: Preparation of site for paving. B. Section 02223 - Backfilling: Compacted fill for paving.. C. Section 02513 - Asphaltic Concrete Paving. 1.3 REFERENCES A. ASTM C 136 - Sieve Analysis of Fine and Coarse Aggregates. 1.4. TESTS A. Gradation of stone materials will be performed in accordance with ASTM CI36 and under provisions of Section 01400. PART 2 PRODUCTS 2.1 MATERIALS A. Stone: Angular, natural stone; free of shale, clay, .friable materials and debris; graded in accordance with ASTM C 136 within the following limits: Sieve Size 2 inches One inch 3/4 inch 5/8 inch 3/8 inch No. 4 No. 16 No. 40 No. 200 Percent Passing 100 95 95 to 100 75 to 100. 55 to 85 35 to 60 15 to 35 10 to 25 5 to 10 B. Sand: Natural river or bank sand; free of silt, clay, loam, friable or soluble materials, and organic matter. PART 3 EXECUTION 3.1 INSPECTION A. Verify compacted subgrade is dry and ready to receive work of this Section._ B. Verify gradients and elevations of base are correct. C. Beginning of installation means acceptance of existing conditions. 3.2 PLACING STONE PAVING A. Spread stone material over prepared base to a total compacted thickness of 6 inches. B. Place stone in 3 inch layers and compact. C. Level surfaces to elevations and gradients indicated. D. Add small quantities of sand to stone mix as appropriate to assist compaction. E. Compact placed stone materials to achieve 95 percent density. F. Add water to assist compaction. With an excess water condition, rework topping and aerate to reduce moisture content. G. Perform hand tamping in areas inaccessible to compaction `equipment. SECTION 02513 ASPHALTIC CONCRETE PAVING PART 1 GENERAL 1.1 SECTION INCLUDES A. Asphalt paving. 1.2 RELATED SECTIONS A. Section 02211 - Rough Grading: Preparation of site for paving. B. Section 02223 - Backfilling: Compacted fill for paving. C. Section 09900 - Painting: Pavement markings. 1.3 REFERENCES A. The Asphalt Institute - Manual MS-4 - The Asphalt Handbook. B. The Asphalt Institute - Manual MS -I3 - Asphalt Surface Treatments and Asphalt Penetration Macadam. C. ASTM D946 - Asphalt Cement for Use in Pavement Construction. D. ANSI /ASTM D698 - Test for Moisture- Density Relations of Soils and Soil - Aggregate Mixture Using 5.5 lb (2.49 kg) Rammer and 12 inch (505 mm) Drop. 1.4 SYSTEM DESCRIPTION A. Paving: Designed for parking and movement of Tight duty commercial vehicles. 1.5 QUALITY ASSURANCE A. Perform work in accordance with :State of Washington Highway Standards for Public Works Construction. B. Mixing Plant: Conform to State of Washington Standards for paving work an public property. 1.6 ENVIRONMENTAL REQUIREMENTS A. Do not place asphalt when base surface temperature is less than 40 degrees For base surface is wet or frozen. 02513 - 1 PART 2 PRODUCTS 2.1 MATERIALS A. Asphalt Primer and /or Tack Coat: Homogeneous medium curing asphalt. B. Asphalt Cement: ASTM D946. C. Mineral Filler: Finely ground mineral particles, free of foreign matter. 2.2 BASE COURSE MATERIALS A. Type D fill, to 2 inches below finished grade. 2.3 ASPHALT PAVING MIX A. Use dry materials to avoid foaming. Mix uniformly. B. Course: 5 to 7 percent of asphalt cement by weight in mixture. PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION A. Verify gradients and elevations of base. B. Verify compacted subgrade and granular base is dry and ready to support paving and imposed Toads. Apply sterilization treatment consisting of I lb sodium chlorate (crystals) with one gallon of water; apply under pressure at rate of one gallon to each 50 sq ft of base surface. D. Apply tack coat in accordance with manufacturer's instructions. 3.2 BASE COURSE A. Fill areas to contours and elevations using unfrozen materials. B. Place Type D fill materials in continuous layers not exceeding 4 inches compacted depth. Compact to 95 percent of optimum moisture content in accordance with ASTM D698. C. Maintain optimum moisture content of fill materials to attain required compaction density. 025 13 - 2 025:1:3 SECTION 02514 PORTLAND CEMENT CONCRETE PAVING PART 1 GENERAL 1.1 SECTION INCLUDES A. Concrete sidewalks, curbs, and gutters. B. Reinforcement. C. Surface finish. D. Curing. 1.2 RELATED SECTIONS A. Section 02211 - Rough Grading: Preparation of site for paving. B. Section 02223 - Backfilling: Compacted fill for paving. C. Section 02513 - Asphaltic Concrete paving. D. Section 07900 - Joint Sealers: Sealant for joints. 1.3 REFERENCES A. ACI 301 - Specifications for Structural Concrete for Buildings. B. ANSI /ASTM A185 - Welded Steel Wire Fabric for Concrete Reinforcement. C. ANSI /ASTM A497 - Welded Deformed Steel Wire Fabric for Concrete Reinforcement. D. ASTM A615 - Deformed and Plain Billet -Steel for Concrete Reinforcement. E. ASTM C33 - Concrete Aggregates. F. ASTM C94 - Ready Mixed Concrete. G. ASTM C 150 - Portland Cement. ' H. ASTM C260 - Air - Entraining Admixtures for Concrete.. 1. ASTM C309 - Liquid Membrane - Forming Compounds for Curing Concrete. J. ASTM C494 - Chemical Admixtures for Concrete. K. FS TT -C-800 - Curing Compound, Concrete, for New and Existing Surfaces. 02 514 ' -. 1 1.4 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Obtain materials from same source throughout. 1.5 TESTS A. Testing and analysis will be performed under provisions of Section 01400. B. Testing firm will take cylinders and perform slump and air entrainment tests in accordance with ACI 301. C. Three concrete test cylinders will be taken for every 100 or less cu yds or less of concrete placed each day as directed Construction Manager. D. One additional test cylinder will be taken during cold weather and be cured on site under same conditions as concrete it represents. E. One slump test will be taken for each set of test cylinders taken. 1.6 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Include data on admixtures and curing compounds. PART 2 PRODUCTS 2.1 CONCRETE MATERIALS A. Cement: ASTM C150 Normal -Type I Portland type, gray color. B. Fine and Coarse Aggregates: ASTM C33. C. Water: Clean and not detrimental to concrete. 2.2 FORM MATERIALS A. Conform to ACI 301. 2.3 REINFORCEMENT A. Welded Steel Wire Fabric: Plain type, ANSI /ASTM A185; in flat sheets; uncoated finish. B. Tie Wire: Annealed steel, minimum 16 gage size. C. Dowels: ASTM A615; 40 ksi yield grade, plain steel, uncoated finish. 02514. - 2 2.4 ACCESSORIES A. Curing Compound: FS TT- C-800, Type I, 30 percent solids. B. Trench Drains: Precast polymer concrete, 6.1 inch top width, lay -in type grating with lock down bolt, manufactured by ABT, Inc. 2.5 ADMIXTURES A. Air Entrainment: ASTM C260. 2.6 CONCRETE MIX A. Mix concrete in accordance with ASTM C94. B. Provide concrete of the following characteristics: Compressive Strength at 28 days: 3000 psi. C. Use accelerating admixtures in cold weather only when approved by Construction Manager. Use of admixtures will not relax cold weather placement requirements. D. Use set - retarding admixtures during hot weather only when approved by Construction Manager. E. Add air entraining agent to concrete mix for concrete work subject to freeze /thaw cycling. PART 3 EXECUTION 3.1 INSPECTION A. Verify compacted granular base is ready to support paving and imposed Toads. B. Verify gradients and elevations of base are correct. C. Beginning of installation means acceptance of existing conditions. 3.2. PREPARATION A. Moisten base to minimize absorption of water from fresh concrete. B. Notify Construction Manager minimum 24 hours prior to commencement of concreting operations. 02514 3 3.3 FORMING A. Place and secure forms to correct location, dimension, and profile. B. Assemble formwork to permit easy stripping and dismantling without damaging concrete. C. Place joint fillers vertical in position, in straight lines. Secure to formwork during concrete placement. 3.4 REINFORCEMENT A. Place reinforcement at mid -height of slabs -on- grade. B. Interrupt reinforcement at control joints. C. Place reinforcement to achieve slab and curb alignment as detailed. 3.5 FORMED JOINTS A. Place control joints at intervals indicated on Drawings to correct elevation and profile. Align curb, gutter, and sidewalk joints. B. Place joint filler between paving components and building or other appurtenances. Recess top of filler 1/2 inches for sealant placement by Section 07900. C. Provide scored joints intervals indicated on Drawings. 3.6 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Hot Weather Placement: ACI 301. C. Cold Weather Placement: ACI 301. D. Ensure reinforcement, inserts, embedded parts, formed joints are not disturbed during concrete placement. E. Place concrete continuously between predetermined construction joints. Do not break or interrupt successive pours such that cold joints occur. F. Place concrete to pattern indicated. 3.7 FINISHING A. Area Paving: Light broom. B. Sidewalk Paving: Light broom, rodiused and trowel joint edges. C. Curbs and Gutters: Light broom. D. Place curing compound on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions. 02514 4 3.8 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400. B. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. 3.9 PROTECTION A. Immediately after placement, protect concrete under provisions of Section 01500 from premature drying, excessive hot or cold temperatures, and mechanical injury. 027 2o SECTION 02720 STORM SEWAGE SYSTEMS PART 1 GENERAL 1.1 SECTION INCLUDES A. Storm drainage piping, fittings, and accessories. B. Connection to building storm water drainage system to pump station and outfall. C. Catch basins, paved area drainage, manholes and site surface drainage. 1.2 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A. Section 15160 - Pumps. 1.3 RELATED SECTIONS A. Section 02225 - Trenching: Excavating subsoil for sewerage system piping. B. Section 02140 - Dewatering. C. Section 02223 - Backfillling: Backfilling over piping up to subgrade elevation. D. Section 03300 - Cast -In -Place Concrete: Concrete type for catch basin and manhole construction. E. Section 15160 - Pumps: Pump station. 1.4 REFERENCES A. 1988 Standard Specifications for Road, Bridge, and Municipal Construction as Prepared by the Washington State Dept. of Transportation and the American Public Works Association, hereby referenced as the "Standard Specifications" for Section 02720. 1.5 SUBMITTALS A. Submit shop drawings under provisions of Section 01300. B. Submit shop drawings indicating locations and elevations of catch basins and manholes. C. Submit product data under provisions of Section 01300. 'D. Submit product data indicating pipe, pipe accessories. 1.6 PROJECT RECORD DOCUMENTS A. Submit documents under provisions of Section 01700. B. Accurately record location of pipe runs, connections, catch basins, manholes, and invert elevations. C. Identify and describe unexpected variations to subsoil conditions or discovery of uncharted utilities. PART 2 PRODUCTS 2.1 STORM SEWER PIPE MATERIALS A. Pipe Materials: In accordance with ASTM 3034; RUBBER GASKEY JOINTS. 2.2 CATCH BASINS AND MANHOLES A. Catch Basins and Manholes: In accordance with WSDOT Standard Specification Section 7 -05. 2.3 DETENTION PIPE A. Refer to Drawings. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that trench cut is ready to receive work, and excavations, dimensions, and elevations are as indicated on Drawings. • B. Beginning of installation means acceptance of existing conditions. 3.2 INSTALLATION A. Install piping in accordance with WSDOT Standard Specification Section 7 -04. Use typical trench drain indicated on Drawings. B. Install manholes and catch basins in accordance with WSDOT Standard Specification Section 7 -05. 3.3 FIELD QUALITY CONTROL A. Field inspection will be preformed under provisions of Section 01400. B. Request inspection from Construction Manager prior to and immediately after placing filter aggregate cover over pipe. 02720 - 2 3A .PROTECTION A. Protect finished installation under provisions of Section 01500. Protect pipe and filter aggreagte cover from damage or displacement until bockfilling operation is in progress. SECTION 03100 .. CONCRETE FORMWORK PART 1 GENERAL 1.1 SECTION INCLUDES A. Formwork for cast -in -place concrete, with shoring, bracing, and anchorage. B. Openings for other affected work. C. Form accessories. D. Stripping forms. 1.2 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A. Section 03251 - Expansion and Contraction Joints: Integral joint fillers. B. Section 05500 - Metal Fabrications: Metal fabrications attached to formwork. 1.3 RELATED SECTIONS A. Section 03200 - Concrete Reinforcement. B. Section 03251 - Expansion and Contraction Joints. C. Section 03300 - Cast -In -Place Concrete. 1.4 REFERENCES A. ACI 301 - Specifications for Structural Concrete for Buildings. B. ACI 347 Recommended Practice for Concrete Formwork. C. P5 1 - Constructon and Industrial Plywood. 1.5 SYSTEM DESCRIPTION A. Design, engineer, and construct formwork, shoring, and bracing to meet design and code requirements, so that resultant concrete conforms to required shapes, lines, and dimensions. 1.6 QUALITY ASSURANCE A. Construct and erect concrete formwork in accordance with ACI 301 and 347. 1.7 REGULATORY REQUIREMENTS .A. Conform to UBC 1989 code. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle materials under provisions of Section 01 600. B. Deliver form materials in manufacturer's packaging with installation instructions. . C. Store off ground in ventilated and protected area to prevent deterioration from moisture or damage. PART 2 PRODUCTS 2.1 FORM MATERIALS A. Plywood: Douglas Fir species; solid one side sheathing medium density overlaid one side grade; sound, undamaged sheets with straight edges. B. Lumber: Douglas Fir species; No. 2 grade; with grade stamp clearly visible. C. Steel: Minimum 16 gage sheet, well matched, tight fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of finished surfaces. 2.2 FORMWORK ACCESSORIES A. Form Ties: Snap -off metal of fixed length; cone type; 3/4 inch break back dimension; free of defects that will leave holes no larger than one inch diameter in concrete surface. B. Form Release Agent: Colorless material which will not stain concrete, absorb moisture, or impair natural bonding or color characteristics of coating intended for use on concrete. C. . Fillets for Chamfered Corners: Wood strips or rigid plcstic type; maximum. possible lengths. PART 3 EXECUTION 3.1 INSPECTION A. Verify lines, levels and measurements before proceeding with formwork. 3.2 PREPARATION . A. Hand -trim sides and bottoms of earth forms; remove loose dirt prior, to placing concrete. B. Minimize form joints. Symetrically align joints and make watertight to prevent leakage of mortar. C. Arrange and assemble formwork to damaged during its removal. D. Arrange forms to allow stripping required to remain in place. 3.3 ERECTION permit dismantling, so that concrete is not without removal of principal shores, where A. Provide bracing to ensure stability of formwork. Strengthen formwork liable to be overstressed by construction loads. B. Camber slabs and beams to achieve ACI 301 tolerances. C. Provide temporary ports in formwork to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. Close ports with tight fitting panels, flush with inside face of forms, neatly fitted so that joints will not be apparent in exposed concrete surfaces. D. Provide chamfer strips on external corners of beams, joists, columns, and slabs. E. Do not displace or damage vapor barrier placed by Section 03300. F. Construct formwork to maintain tolerances in accordance with ACI 301. 3.4 APPLICATION OF FORM RELEASE AGENT A. Apply form release agent on formwork in accordance with manufacturer's instructions. Apply prior to placing reinforcing steel, anchoring devices, and embedded items. B. Do not apply form release agent where concrete surfaces are scheduled to receive special finishes or applied coverings which may be affected by agent. Soak contact surfaces of untreated forms with clean water. Keep surfaces wet prior to placing concrete. 3.5 INSERTS, EMBEDDED PARTS, AND OPENINGS A. Provide formed openings where required for work embedded in or passing through concrete. B. Coordinate work of other Sections in forming and setting openings, slots, recesses, chases, sleeves, bolts, anchors, and other inserts. C. Install accessories in accordance with manufacturer's instructions, level and plumb. Ensure items are not disturbed during concrete placement. 3.6 FORM REMOVAL A. Do not remove forms and shoring or bracing until concrete has sufficient strength to support its own weight, and construction and design loads which may be imposed upon it. Remove Toad supporting forms when concrete has attained 75 percent of required 28 day compressive strength, provided construction is reshored. 03100 - 3 B. ,Reshore structural members, due.; to design .:requiremen i or conditions to permit successive construction: Remove formwork progressively so no unbalanced loads are structure. D. Do not damage concrete surfaces during form removal. E. Store reusable forms for exposed architectural concrete to prevent damage to contact surfaces. F. Remove formwork in same sequence as concrete placement to achieve similar concrete surface coloration. G. For exposed concrete surfaces, do not rouse wood formwork more than two times. Do not patch formwork. 3.7 CLEANING A. Clean forms to remove foreign matter as erection proceeds. B. Ensure that water and debris drain to exterior through clean-out ports., construction imposed on C. During cold weather, remove ice and snow from forms. Do not use de-icing salts. Do not use water to clean out completed forms, unless formwork and construction proceed within heated enclosure. Use compressed air to remove foreign matter. END OF SECTION- , . „ . . . . • • : : • , 0310 SECTION 03200 CONCRETE REINFORCEMENT PART 1 GENERAL 1.1 SECTION INCLUDES A. Reinforcing steel bars, welded steel wire .fabric or fabricated steel bar or rod mats for cast -in -place concrete. B. Support chairs, bolsters, bar supports, spacers, for supporting reinforcement. 1.2 RELATED SECTIONS A. Section 03100 - Concrete Formwork. B. Section 03251 - Expansion and Contraction Joints. C. Section 03300 - Cast -In -Place Concrete: Concrete placement. 1.3 REFERENCES A. ACI 301 Specifications for Structural Concrete for Buildings. B. ACI 315 - Details and Detailing of Concrete Reinforcement. C. ANSI /ASTM A82 - Cold Drawn Steel Wire for Concrete Reinforcement. D. ANSI /ASTM A 185 - Welded Steel Wire Fabric for Concrete Reinforcement. E. ANSI /ASTM A497 Welded Deformed Steel Wire Fabric for Concrete Reinforcement. F. ANSI /AWS DI.4 - Structural Welding Code Reinforcing Steel. G. ASTM A615 - Deformed and Plain Billet -Steel Bars for Concrete Reinforcement. H. ASTM A616 - Rail -Steel Deformed and Plain Bars for Concrete Reinforcement. 1. ASTM A6I7 - Axle -Steel Deformed and Plain Bars for Concrete Reinforcement. J. CRSI - Manual of Practice. K. CRSI 63 - Recommended Practice for Placing Reinforcing Bars. L. CRSI 65 - Recommended Practice for Placing Bar Supports, Specifications and Nomenclature. 03200 _ - 1.4 QUALITY ASSURANCE A. Perform concrete reinforcement work in accordance with CRSI Manual of Standard Practice, and Documents 63 and 65. B. Conform to ACI 301. 1.5 SHOP DRAWINGS A. Submit shop drawings under provisions of Section 01300. B. Indicate sizes, spacings, locations and quantities of reinforcing steel, wire fabric, bending and cutting schedules, splicing, stirrup spacing, supporting and spacing devices. PART 2 PRODUCTS 2.1 MATERIALS A. Reinforcing. Steel: ASTM A615, 60 ksi yield grade billet -steel deformed bars, uncoated finish. . B. Welded Steel Wire Fabric: ANSI /ASTM A 185 plain type; ANSI /ASTM A497 deformed type; in flat sheets; uncoated finish. C. Stirrup Steel: ANSI /ASTM A82. 2.2 ACCESSORY MATERIALS A. . Tie Wire: Minimum 16 gage annealed type. B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of reinforcement during installation and placement of concrete including load bearing pad on bottom to prevent vapor barrier puncture. C. Chairs, Bolsters, Bar Supports, Spacers Adjacent to Architectural Concrete Surfaces: Plastic coated type ; sized and shaped as required. 2.3 ,FABRICATION A. Fabricate in accordance with ACI 315, providing concrete cover specified in Section 03300. B. Locate reinforcing splices not indicated on Drawings at points of minimum. stress. Indicate location of splices on shop drawings. C. Weld reinforcing bars in accordance with ANSI /AWS DI.4. 03200 ! • PART 3 EXECUTION 3.1 INSTALLATION A. Before placing concrete, clean reinforcement of foreign particles or coatings. . Place, support, and secure reinforcement against displacement. Do not deviate from alignment or measurement. C. Do not displace or damage vapor barrier required by Section 03300. SECTION 03251 EXPANSION AND CONTRACTION JOINTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Forming integral contraction and control joints in concrete. 1.2 RELATED SECTIONS A. Section 03100 - Concrete Formwork. B. Section 03300 - Cast -In -Place Concrete. C. Section 07900 - Joint Sealers. PART 2 PRODUCTS 2.1 INTEGRAL JOINT MATERIALS A. Waterstop: PVC, minimum 1750 psi tensile strength, minus 51 degrees F to plus 175 degrees F working temperature range; profile indicated on Drawings. B. Formed Construction Joints: Galvanized steel, tongue and groove type, with removable top strip exposing sealant trough; knockout holes spaced at 6 inches, ribbed steel spikes with tongue to fit top screed edge. C. Joint Filler: ANSI /ASTM D994, bituminous impregnated fiberboard; of sizes deta iled. 2.2 SEALANTS A. Sealant and Primer: Specified in Section 07900. PART 3 EXECUTION 3.1 INSTALLATION A. Locate and form expansion control and contraction joints. B. Install waterstops continuous without displacing reinforcement. Seal joints watertight in accordance with manufacturer's instructions. C. Place formed construction joints in slab pattern indicated on Drawings. Set top screed to required elevations. Secure to resist movement of wet concrete. D. Apply sealants in locations indicated on Drawings and in accordance with Section 07900: END OF SECTION 03251 - 1 SECTION 03300 CAST -IN -PLACE CONCRETE PART 1 GENERAL 1.1 SECTION INCLUDES A. Cast -in -place concrete building frame members, floors, shear walls, foundation walls, supported slabs. B. Floors and slabs on fill on vapor barrier. C. Equipment pads, thrust blocks, Tight pole bases, flag pole bases. 1.2 RELATED SECTIONS A. Section 02514 - Portland Cement Concrete Paving. B. Section 03100 - Concrete Formwork. C. Section 03200 - Concrete Reinforcement. D. Section 03251 - Expansion and Contraction Joints. E. Section 03346 - Concrete Floor Finishing. F. Section 03370 - Concrete Curing. 1.3 REFERENCES A. ACI 301 - Specifications for Structural Concrete for Buildings. B. ASTM C33 - Concrete Aggregates. C. ASTM C - Ready -Mixed Concrete. D. ASTM C 150 - Portland Cement. E. ASTM C260 - Air - Entraining Admixtures for Concrete. F. ASTM C494 - Chemical Admixtures for Concrete. 1.4 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Obtain materials from same source throughout the Work. 1.5 REGULATORY REQUIREMENTS A. Conform to UBC 1989 code. 03300 - I 1.6 TESTS A. Testing and analysis of concrete will be performed under provisions of Section 01400. B. Submit proposed mix design of each class of concrete to appointed firm for review prior to commencement of work. C. Testing firm will take cylinders and perform slump and air - entrainment tests in accordance with ACI 301 and as directed by Construction Manager. 1.7 PRODUCT DATA A. Submit product data under provisions of Section 01300. B. Provide product data for specified products. C. Submit manufacturers' instructions under provisions of Section 01300. PART 2 PRODUCTS 2.1 CONCRETE MATERIALS A. Cement: ASTM C150, normal - Type I air - entraining - Type IA. B. Fine and Coarse Aggregates: ASTM C33. C. Water: Clean and not detrimental to concrete. 2.2 ADMIXTURES A. Air Entrainment: ASTM C260. B. Chemical Admixture: ASTM C494, Type F water ` reducing, high range admixtures or Type G - water reducing, high range, and retarding admixtures. 2.3 ACCESSORIES A. Bonding Agent: Polymer resin emulsion. B. Vapor Barrier: Mel -Rol, 60 mil thickness, manufactured by W. R. Meadows Co., or Rufco's SS1400, manufactured by Raven Industries Inc. C. Membrane Curing Compound: ASTM C309. D. Sealer: Acrylic and clorinated rubber type, clear, Acrychior manufactured by Protex Industries Inc. E. Non- shrink Grout: Premixed compound consisting of non - metallic aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 7000 psi in 28 days. 03300 - 2.4 CONCRETE MIX A. Mix concrete in accordance with ASTM C94. B. Provide concrete for foundations and sub -grade of the following characteristics: I. Comprehensive Strength (28 days): 3000 psi C. Provide concrete for structural concrete of the following characteristics: Comprehensive Strength (28 days): 4000 psi D. Use accelerating admixtures in cold weather only when approved by Construction Manager. Use of admixtures will not relax cold weather placement requirements. E. Use set - retarding admixtures during hot weather only when approved by Construction Manager. F. Add air - entraining agent to concrete mix for concrete work exposed to exterior. PART 3 EXECUTION 3.1 INSPECTION A. Verify anchors, seats, plates, reinforcement, and other items to be cast into concrete are accurately placed, held securely, and will not cause hardship in placing concrete. 3.2 PREPARATION A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent. Apply bonding agent in accordance with manufacturer's instructions. B. Install vapor barrier under interior slabs on fill in accordance with manufacturer's instructions. Do not disturb or damage vapor barrier while placing concrete, placing screeds, or placing formed construction joints. Repair damaged vapor barrier. 3.3 PLACING CONCRETE A. Notify Construction Manager minimum 72 hours prior to commencement of concreting operations. B. Notify Testing Organization minimum 24 hours prior to commencement of concreting operations. C. Place concrete in accordance with ACI 301. D. Hot Weather Placement: ACI 301. 03300 - 3 E. Cold Weather Placement: ACI 301. F. Ensure reinforcement, inserts, embedded parts, formed joints are not disturbed during concrete placement. • Place concrete continuously between predetermined construction and control joints. Do not break or interrupt successive pours such that cold joints occur. H. Place floor slabs on fill in checkerboard pattern indicated on Drawings. I. Separate exterior slabs on fill from vertical surfaces with joint filler. Extend joint filler from bottom of slab to within 1/2 inch of finished slab surface. • Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Construction Manager upon discovery. 3.4 FINISHING A. Provide concrete surfaces to be left exposed including concrete walls, columns, beams, and joists with sack rubbed finish. B. Steel trowel floor surfaces. C. Light broom finish stair treads. D. In areas of floor drains, maintain floor level at walls and slope surface uniformaly to drains at 1/8 inch per foot or as indicated. 3.5 PATCHING A. Notify Construction Manager immediately upon removal of forms. B. Patch imperfections. 3.6 DEFECTIVE CONCRETE A. Modify or replace concrete not conforming to required levels and lines, details, and elevations. B. Repair or replace concrete not properly placed or of the specified type. 3.7 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400. B. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. 03300 - 4 3.8 PROTECTION A. Protect finished work under provisions of Section 01600. B. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. Maintain concrete with minimal moisture Toss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. END OF SECTION SECTION 04100 MORTAR AND MASONRY GROUT PART 1 GENERAL 1.1 SECTION INCLUDES A. Mortar and grout for unit masonry. 1.2 RELATED SECTIONS A. Section 04340 - Reinforced Unit Masonry System: Installation of mortar. 1.3 REFERENCES A. ASTM C270 - Mortar for Unit Masonry. B. ASTM C476 - Grout for Reinforced and Non- reinforced Masonry. C. International Masonry Industry Ali- Weather Council (IMIAC) - Recommended Practices and Guide Specifications for Cold Weather Masonry Construction. 1.4 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Include design mix, environmental conditions, and admixture limitation's. 1.5 ENVIRONMENTAL REQUIREMENTS A. Cold Weather Requirements: IMIAC - Recommended Practices and Guide Specifications for Cold Weather Masonry Construction. PART 2 PRODUCTS 2.1 MATERIALS A. Premix Mortar: ASTM C387, using gray cement. B. Water: Clean and potable. 2.2 ADMIXTURES A. Plasticizer: Water reducing type which reduces porosity and absorption to increase bond strength. 2.3 MIXES A. Mortar for Reinforced Masonry: ASTM C476, Type PM or PL. 04100 - 2.4 GROUT FILL A. Band Beams and Lintels: Type and strength of concrete specified in Section 03300 with a slump of 7-8 inches. .2.5 MORTAR MIXING A. Thoroughly mix mortar ingredients in quantities needed for immediate use in accordance with ASTM C270. B. Add admixtures in accordance with manufacturer's, instructions. Provide uniformity of mix and coloration. C. Do not use anti-freeze compounds to lower the freezing point of mortar or grout. D. If water is lost by evaporation, retemper within two hours of mixing. Do not retemper mortar after two hours of mixing. PART 3 EXECUTION 3.1 , INSTALLATION A. After inspection of concrete grout spaces by Construction Manager, plug cleanout holes with masonry units. Brace against wet grout pressure. B. Install mortar and grout. C. Work grout into cores and cavities to eliminate voids. D. Do not displace reinforcing to when placing grout. E. Clean concrete grout spaces of excess mortar and debris. END OF SECTION • •• 04100' 2 SECTION 04340 REINFORCED UNIT MASONRY SYSTEM PART 1 GENERAL 1.1 SECTION INCLUDES A. Concrete units. B. Reinforcement, metal anchors, and mortar. 1.2 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A. Section 05500 - Metal Fabrications: Metal fabricated items for building into the work. 1.3 RELATED SECTIONS A. Section 04100 - Mortar: Bedding mortar. B. Section 05500 - Metal Fabrications: Shelf angles and supports. 1.4 REFERENCES A. ASTM C55 - Concrete Building Brick. B. AWS DI2.l - Reinforcing Steel Welding Code. C. International Masonry Industry All- Weather Council (IMIAC) - Recommended Practices and Guide Specifications for Cold Weather Masonry Construction. 1.5 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing Work of this Section with 5 years experience. B. Installer: Company specializing in installing Work of this Section with 3 years documented experience. 1.6 DELIVERY, STORAGE AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store products under provisions of Section 01600. .C. Store masonry units in accordance with manufacturer's instructions. D. Protect masonry units from visible discoloration. 04340 - 1.7 ENVIRONMENTAL REQUIREMENTS A. Maintain materials and surrounding air to a minimum 40 degrees F prior to, during, and 48 hours after completion of work. B. During temporary storage on site, at end of working day, or during rainy weather, cover masonry work exposed to weather with non - staining waterproof coverings, securely anchored. PART 2 PRODUCTS 2.1 CONCRETE MASONRY UNITS A. Hollow Load Bearing Units: ASTM C90, Grade N, Type I; normal or medium weight. B. Masonry Units: Modular sized to 8 x 8 x 16 inch; provide special units for 90 degree corners, bond beams, and lintels. 2.2 MORTAR A. Mortar: As specified in Section 04100. 2.3 REINFORCEMENT AND ANCHORAGES A. Single Wythe Joint Reinforcement: Truss or ladder type, galvanized steel construction; 3/16 inch side rods with cross ties. B. Reinforcing Steel: Type specified in Section 03200. PART 3 EXECUTION 3.1 PREPARATION A. Verify items provided by other Sections of work are properly sized and located. B. Establish lines, levels, and coursing. Protect from disturbance. C. Provide temporary bracing during erection of masonry work. Maintain in place until building structure provides permanent bracing. 3.2 COURSING A. Place masonry to lines and levels indicated. B. Maintain masonry courses to uniform width. Make vertical and horizontal joints equal and of uniform thickness. C. Lay concrete masonry units in running bond. Course one block unit and one mortar joint to equal 8 inches. Neatly tool mortar joints to consistantly uniform concave surface. Brush mortar joints clean. 04340 - 2 3.3 PLACING AND BONDING A. Lay masonry in full bed of mortar, properly jointed with other work. Buttering corners of joints, and deep or excessive furrowing of mortar joints are not permitted. B. Fully bond intersections, and external and internal corners. C. Do not shift or tap masonry units after mortar has taken initial set. Where adjustment must be made, remove mortar and replace. D. Remove excess mortar. E. Perform jobsite cutting with proper tools to provide straight unshipped edges. Take care to prevent breaking masonry unit corners or edges. 3.4 REINFORCEMENT AND ANCHORAGES A. Install horizontal joint reinforcement 16 inches oc or as indicated on Drawings. B. Place masonry joint reinforcement in second horizontal joints above and below openings. Extend 16 inches minimum each side of opening. C. Place joint reinforcement continuous in second joint below top of walls. D. Lap joint reinforcement ends minimum 6 inches. Extend 16 inches minimum each side of opening. 3.5 REINFORCING STEEL A. Place reinforcement in accordance with ACI 315. B. Locate reinforcing splices at points of minimum stress. Review location of splices with Construction Manager. C. Weld reinforcement in accordance with AWS DI2.1. D. Place reinforcing bars supported and secured against displacement. Maintain position within 1/2 inch of true dimension. E. Verify reinforcement is clean, free of scale, dirt, or other foreign coatings which would reduce bond to grout. 3.6 TOLERANCES A. Variation from Unit to Adjacent Unit: 1/32 inch maximum. B. Variation from Plane of Wall: 1/4 inch in 10 feet. C. Variation from Plumb: 1/4 inch. D. Variation from Level Coursing: 1/8 inch in 3 feet; 1/4 inch in 10 feet; 1/2 inch maximum. E. Variation of Joint Thickness: 1/8 inch in 3 feet. 04340 - 3 3.7 LINTELS A. Install reinforced unit masonry lintels over openings where steel or precast concrete lintels are not scheduled. Construct lintels using grout fill and reinforcing. Maintain minimum 16 inch bearing on each side of opening. B. Use reinforcing bars of one piece lengths only. C. Place and consolidate grout fill without disturbing reinforcing. D. Allow lintels to reach strength before removing temporary supports. 3.8 GROUTED COMPONENTS A. Reinforce bond beam as indicated on Drawings. B. Lap splices minimum 24 bar diameters. C. Place and consolidate grout fill without disturbing reinforcing. 3.9 BUILT -IN WORK A. As work progresses, build -in metal door frames, fabricated metal frames, anchor bolts, plates, and other items to be built -in the work supplied by other Sections. B. Build -in items plumb and level. C. Bed anchors of metal door frames in mortar joints. Fill frame voids solid with mortar. Fill masonry cores with grout minimum 8 inches from framed openings. D. Do not build -in organic materials subject to deterioration. 3.10 CUTTING AND FITTING A. Cut and fit as required. Cooperate with other Sections of work to provide correct size, shape, and location. B. Obtain approval prior to cutting or fitting any area not indicated or where appearance or strength of masonry work may be impaired. 3.1 I CLEANING A. Remove excess mortar and smears. B. Replace defective mortar. Match adjacent work. C. Clean soiled surfaces with a non - acidic solution which will not harm masonry or adjacent materials. Consult masonry manufacturer for acceptable cleaners. D. Use non- metallic tools in cleaning operations. 04340 - 4 SECTION 05120 STRUCTURAL STEEL PART I GENERAL 1.1 SECTION INCLUDES A. Structural steel framing members and support members. B. Baseplates, shear stud connectors, and expansion joint plates. C. Grouting under baseplates. 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Section 03300 - Cast -In -Place Concrete: Anchors for casting into concrete. 1.3 RELATED SECTIONS A. Section 05210 - Steel Joists. B. Section 05311 - Steel Roof Deck: Support framing for small openings in metal deck. C. Section 05313 - Steel Floor Deck: Support framing for small openings in metal deck. D. Section 05500 - Metal Fabrications: Non- framing steel fabrications affecting structural steel work. E. Section 09900 - Painting: Finish painting. 1.4 REFERENCES A. ASTM A36 - Structural Steel. B. ASTM A53 - Hot - Dipped, Zinc - Coated Welded and Seamless Steel Pipe. C. ASTM A108 - Steel Bars, Carbon, Cold- Finished, Standard Quality. D. ASTM A307 - Carbon Steel Externally Threaded Standard Fasteners. E. ASTM - A325 - High Strength Bolts for Structural Steel Joints. F. ASTM A500 - Cold- Formed Welded and Seamless Carbon Steel Structural Tubing in Round and Shapes. G. AWS A2.0 - Standard Welding Symbols. H. AWS D1.1 - Structural Welding Code. I. AISC - Specification for the Design, Fabrication and Erection of. Structural Steel for Buildings. 0 5120 - I J. SSPC - Steel Structures Painting Council. 1.5 UBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: I. Indicate profiles, sizes, spacing, and locations of structural members, openings, attachments, and fasteners. 2. Connections and connections not detailed. 3. Cambers. 4. Indicate welded connections with AWS A2.0 welding symbols. Indicate net weld lengths. C. Manufacturer's Mill Certificate: Submit under provisions of Section 01400 certifying that products meet or exceed specified requirements. D. Welder's Certficates: Submit under provisions of Section 01400 Manufacturer's Certficates, that welders employed on the Work have met AWS qualifications within previous 12 months. 1.6 QUALITY ASSURANCE A. Fabricate structural steel members in accordance with AISC - Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings. 1.7 QUALIFICATIONS A. Fabricator: Company specializing in performing the work of this Section with minimum 5 years documented experience. B. Erector: Company specializing in performing the work of this Section with minimum 5 years documented experience. 1.8 FIELD MEASURMENTS A. Verify that field measurements are as shown on Drawings and instructed by the manufacturer. PART 2 PRODUCTS 2.1 MATERIALS A. Structural Steel Members: ASTM A36. B. Structural Tubing: ASTM A500, Grade B. C. Pipe: ASTM A , Grade B. D. Shear Stud Connectors: ASTM A 108, Grade 1015, forged steel, headed, uncoated. E. Bolts, Nuts, and Washers: ASTM A307 or A325. F. Anchor Bolts: ASTM A307. 05120 - 2 G. Welding Materials: AWS DI.1; type required for materials being welded. H. Grout: Non - shrink type, pre -mixed compound consisting of non- metallic aggregate, cement, water reducing and plasticizing additives, capable of developing a minimum compressive strength of 7,000 psi at 28 days. 1. Shop and Touch -up Primer: SSPC Paint 15, Type I, red oxide. 2.2 FINISH A. Shop prime structural steel members. Do not prime surfaces that will be fireproofed, field welded or in contact with concrete high strength bolted. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. B. Beginning of installation means erector accepts existing conditions. 3.2 ERECTION A. Alloy for erection Toads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and installation of permanent bracing. B. Field weld components and shear studs indicated on Drawings and shop drawings. C. Do not field cut or alter structural members without approval of Construction Manager. D. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete. E. Grout under baseplates. 3.3 ERECTION TOLERANCES A. Maximum Variation from Plumb: 1/8 inch per story, non- cumulative. B. Maximum Offset from True Alignment: 1/8 inch. 3.4 FIELD QUALITY CONTROL A. Field inspection will be performed under provisions of Section 01400. END OF SECTION 05120 - 3 SECTION 05210 STEEL JOISTS PART I GENERAL 1.1 SECTION INCLUDES A. Open web steel joists, with bridging, attached seats, and anchors. B. Loose bearing plates and anchor bolts for site placement. 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Section 03300 - Cast -In -Place Concrete: Anchors for casting in concrete. 1.3 RELATED SECTIONS A. Section 05120 - Structural Steel. B. Section 05311 - Steel Roof Deck: Support framing for small openings in roof deck. C. Section 05313 - Steel Floor Deck: Support framing for small openings in floor deck. D. Section 05500 - Metal Fabrications: Non - framing steel fabrications. E. Section 09900 - Painting. 1.4 REFERENCES A. ASTM A307 - Carbon Steel Threaded Standard Fasteners. B. ASTM A325 - High Strength Bolts for Structural Steel Joints. C. AWS D I . I - Structural Welding Code. D. SJI - Standard Specifications for Open Web Steel Joists H- Series. E. SSPC - Steel Structures Painting Council. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate standard designations, configuration, sizes, spacing, locations of joists, joist leg extensions. 2. Joist coding, bridging, connections, and attachments. 3. ,Cambers. C. Welder's Certficates: Submit under provisions of Section 01400 Manufacturer's Certficates, that welders employed on the Work have met AWS qualifications within previous 12 months. 1.6 QUALITY ASSURANCE A. Perform work in accordance with SJI Standard Specifications, Load Tables, and Weight Tables, including headers and other supplementary framing. 1.7 QUALIFICATIONS A. Fabricator: Company specializing in performing the work of this Section with minimum 5 years documented experience. B. Erector: Company specializing in performing work of this Section with minimum 5 years documented experience. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600 and to SJI requi rements. B Store and protect products under provisions of Section 01600 and to SJI requirements. C. Protect joists from distortion or damage. 1.9 FIELD MEASUREMENTS A. Verify that field mesurements are as shown on Drawings and shop drawings. PART 2 PRODUCTS 2.1 MATERIALS A. Open Web Joist Members: SJI Type H open web. B. Anchor Bolts, Nuts and Washers: ASTM A307 and A325. C. Primer: Standard with manufacturer. D. Structural Steel For Supplementary Framing and Joist Leg Extensions: ASTM A36. E. Welding Materials: AWS DI.I; type required for materials being welded. 2.2 FABRICATION A. Provide bottom and top joist chord extensions indicated. 2.3 FINISH A. Shop prime joists. Do not prime surfaces that will be fireproofed, field welded or incontact with concrete. 05210 2 PART 3 EXECUTION 3.1 EXAMINATION A. Verify that field conditions are acceptable and ready to receive work. B. Beginning of installation means erector accepts exisitng conditions. 3.2 ERECTION A. Erect and bear joists on supports. B. Allow for erection loads. Provide sufficient temporary bracing to maintain framing safe, plumb, and in true alignment until completion of erection and installation of permanent bridging and bracing. C. Coordinate placement of anchorages in concrete construction for securing bearing plates and angles. D. After joist alignment and installation of framing, field weld joist seat to bearing plates and angles. E. Position and field weld joist chord extensions and wall attachments as detailed. F. Frame roof openings greater than 18 inches with supplementary framing. G. Do not permit erection of decking until joists are braced, bridged, and secured. H. Do not field cut or alter joists without approval of joist fabricator. 1. After erection, prime welds, abrasions, and surfaces not primed, except surfaces to be in contact with concrete. 3.3 ERECTION TOLERANCES A. Maximum Variation from Plumb: I / 16 inch. B. Maximum Offset from True Alignment: 1/8 inch. 3.4 FIELD QUALITY CONTROL A. Field inspection will be performed under provisions of Section OI400. END OF SECTION 05210 - SECTION 05311 STEEL ROOF DECK PARTI GENERAL 1.1 SECTION INCLUDES A. Steel roof deck and accessories. B. Formed steel cant strip. C. Framed openings up to and including 18 inches. 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Section 03300 - Cast -In -Place Concrete: Installation of anchors for bearing . 1.6 QUALIFICATIONS A. Installer: Company specializing in performing the work of this Section with minimum 5 years documented experience. 05311 1 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Cut plastic wrap to encourage ventilation. D. Separate sheets and store decking on wood sleepers; slope for positive drainage. 1.8 FIELD MEASUREMENTS A. Verify that field measurements are as shown on Drawings and shop drawings. PART 2 PRODUCTS 2.1 MATERIALS 05311 2 D. Cant Strips: Formed sheet steel, 22 gage thick, 45 degree slope, 3 -1/2 inch nominal width and height, flange for attachment. E. Weld Washers: Mild steel, uncoated, 3/4 inch outside diameter, 1/8 inch thick. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. B. Beginning of installation means installer accepts existing conditions. 3.2 INSTALLATION A. Erect metal decking in accordance with SDI Design Manual for Composite Decks, Form Decks, Roof Decks. B. Bear decking on steel supports with 1 -1/2 inch minimum bearing. Align and level. C. Fasten ribbed deck to steel support members at ends and intermediate supports with fusion welds through weld washers, parallel with the deck flute and at transverse flute; as scheduled on Drawings. D. Weld in accordance with AWS DI.I. E. Mechanically clinch male /female side laps. F. Reinforce deck openings from 6 to 18 inches in size with 2 x 2 x 1/4 inch steel angles. Place angles perpendicular to flutes; extend minimum two flutes each side of opening and fusion weld to deck at each flute. G. Install 6 inch wide sheet steel cover plates, of same thickness as decking, where deck changes direction. Fusion weld. H. Install sheet steel closures and angle flashings to close openings between deck and walls, columns, and openings. • 1. Position roof sump pans with flange bearing on top surface of deck. Fusion weld at each deck flute. J. Place metal cant strip in position and fusion weld. K. Immediately after welding deck and other components in position, coat welds, burned areas, and damaged surface coating, with touch -up prime paint. END OF SECTION 05311 - 3 SECTION 05313 STEEL FLOOR DECK PART I GENERAL 1.1 SECTION INCLUDES A. Steel floor deck and accessories. B. Formed steel deck end forms to contain wet concrete. C. Framed openings up to and including 18 inches. D. Bearing plates and angles. 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Section 03300 - Cast -In -Place Concrete: Installation of anchors for bearing plates and angles cast in concrete. 1.3 RELATED SECTIONS A. Section 03200 - Concrete Reinforcement. B. Section 03300 - Cast -In -Place Concrete: Concrete topping over metal floor deck. C. Section 05120 - Structural Steel: Structural framed openings larger than 18 inches. D. Section 05210 - Steel Joists: Structural framed openings larger than 18 inches. E. Section 05311 - Steel Roof Deck. 1.4 REFERENCES A. AISI - Specification for the Design of Cold- Formed Steel Structural Members. B. ASTM A36 - Structural Steel. C. ASTM A108 - Steel Bars, Carbon, Cold- Finished, Standard Quality. D. ASTM A446 - Steel Sheet, Zinc - Coated (Galvanized) by the Hot -Dip Process, Structural (Physical) Quality. E. ASTM A525 - Steel Sheet, Zinc - Coated, Galvanized by the Hot -Dip Process. F. ASTM A61 I - Steel, Cold - Rolled Sheet, Carbon, Structural. G. AWS DI.I - Structural Welding Code. H. SDI - Design Manual for Composite Decks, Form Decks, Roof Decks. 05313 - 1 1.5 PERFORMANCE REQUIREMENTS A. Design metal decking in accordance with SDI Design Manual for Decks, Form Decks, Roof Decks. 1.6 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate decking plan, support locations, projections, openings, and reinforcement, pertinent details, and accessories. Indicate temporay shoring of decking where required. C. Product Data: Provide deck profile characteristics and dimensions, structural properties, and finishes. D. Manufacturer's Installation Instructions: Indicate specific installation sequence, special instructions. 1.7 QUALIFICATIONS A. Installer: Company specializing in performing the work of this Section with minimum 5 years documented experience. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Cut plastic wrap to encourage ventilation. D. Separate sheets and store decking on wood sleepers; slope for positive drainage. 1.9 FIELD MEASUREMENTS A. Verify that field measurements are as shown on Drawings. PART 2 PRODUCTS 2.1 MATERIALS A. Sheet Steel: ASTM A446, Grade A Structural Quality; with G60 galvanized coating conforming to ASTM A525. B. Bearing Plates or Angles: ASTM A36 steel, unfinished. • .C. Welding Materials: AWS D I .I. D. Touch -up Primer: Zinc chromate type. 05313 - 2 2.2 FABRICATION A. Metal Decking: Sheet steel, configured as follows: 1-1/2 inch Type "B" steel form deck. B. Metal Closure Strips: Wet Concrete Stops, Cover Plates, and Related accessories: 22 gage galvanized sheet steel; of profile and size as indicated. C. Weld Washers: Mild steel, uncoated, 3/4 inch outside diameter, 1/8 inch thick. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. B. Beginning of installation means installer accepts existing conditions. 3.2 INSTALLATION A. Erect metal decking in accordance with SDI Design Manual for Form Decks. B. Bear decking on concrete support surfaces with 4 inch minimum bearing. Align and level. C. Bear decking on steel supports with 1 -1/2 inch minimum bearing. Align and level. D. Fasten ribbed deck to steel support members at ends and intermediate supports with fusion welds through weld washers mechanical fasteners. Place and secure deep fluted sections for integral concrete bridging. E. Weld in accordance with AWS D I. I. F. Mechanically clinch fasten male /female side laps at 24 inches oc maximum. G. Reinforce deck openings from 6 to 18 inches in size with 2 x 2 x 1/4 inch steel angles. Place angles perpendicular to flutes; extend minimum two flutes each side of opening and fusion weld to deck at each flute. H. Install 6 inch wide sheet steel cover plates, of same thickness as decking, where deck changes direction Fusion weld 12 inches oc maximum. 1. To contain wet concrete, install stops at floor edge upturned to top surface of slab. Provide stops of sufficient strength to remain in place without distortion. J. Install sheet steel closures and angle flashings to close openings between deck and walls, columns, and openings. 05313 - 3 • Install single row of foam cell closures above walls and partitions perpendicular [� to deck flutes. SECTION 05400 COLD FORMED METAL FRAMING PART 1 GENERAL 1.1 SECTION INCLUDES A. Load and non -load bearing formed steel stud exterior wall and interior wall framing. 1.2 RELATED SECTIONS A. Section 03300 - Cast -In -Place Concrete: Structural building framing. B. Section 061 14 - Wood Blocking and Curbing: Rough wood blocking. C. Section 07213 - Batt and Blanket Insulation: Insulation within framing members. D. Section 07900 - Joint Sealers. E. Section 09260 - Gypsum Board Systems. F. Section 09511 - Suspended Acoustical Ceilings: Suspension system. 1.3 REFERENCES A. ASTM A90 - Test Method for Weight of Coating on Zinc - Coated (Galvanized) Iron or Steel Articles. B. ASTM A446 - Steel Sheet, Zinc - Coated (Galvanized) by Hot Dip Process, Physical (Structural) Quality. C. AWCI - (Association of Wall and Ceiling Industries) - Specifications Guide for Cold Formed Steel Structural Members. D. AWS D I .I - Structural Welding Code. E. FS TT-P -645 - Primer, Paint, Zinc - Chromate, Alkyd Type. 1.4 SYSTEM DESCRIPTION A. Maximum allowable deflection: 1/240 span. B. Design wall system to provide for movement of components without damage, failure of joint seals, undue stress on fasteners, or other detrimental effects when subject to seasonal or cyclic day /night temperature ranges. C. Design system to accommodate construction tolerances, deflection of building structural members, and clearances of intended openings. 05400 - I 1.5 QUALITY ASSURANCE A. Manufacturer: Company specializing in structural framing components with three years minimum experience. 1.6 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Provide product data on standard framing members. Describe materials and finish, product criteria, and limitations. C. Submit manufacturer's installation instructions under provisions of Section 01300. PART 2 PRODUCTS 2.1 FRAMING MATERIALS A. Studs: ASTM A446 sheet steel, formed to channel shape, solid or punched web, knurled faces; size and gage indicated on Drawings. B. Track: Formed steel, channel shaped; same width as studs, tight fit. 2.2 ACCESSORIES A. Bracing, Furring, Bridging: Formed sheet steel, thickness determined for conditions encountered, manufoctuer's standard shapes, some finish as framing members. B. Plates, Gussets, Clips: Formed sheet steel, thickness determined for conditions encountered, manufacturer's standard shapes, same finish as framing members. 2.3 FASTENERS A. Self - drilling, Self- tapping Screws, Bolts, Nuts and Washers: ASTM A90, hot dip galvanized. B. Anchorage Devices: Power driven, powder actuated, drilled expansion bolts, or Screws with sleeves. C. Welding: In conformance with AWS DI.I. 2.4 FINISHES A. Galvanizing: G90 coating class. B. Primer: FS TT -P -645, touch -up for galvanized surfaces. 05400 - 2 PART 3 EXECUTION 3.1 INSPECTION A. Verify that substrate surfaces and building framing components are ready to receive work. B. Beginning of installation means acceptance of existing conditions. 3.2 ERECTION OF STUDDING A. Install components in accordance with manufactuer's instructions. B. Align floor and ceiling tracks, locating to wall and partition layout. Secure in place with fasteners or welding at maximum 16 inches oc. Coordinate installation of sealant with floor and ceiling tracks. C. Place studs spaced as indicated on Drawings; not more than 2 inches from abutting walls and at each side of openings. Connect studs to tracks using fastener method. D. Construct corners using minimum three studs. 16 gage studs at door, window, and sidelite jambs. E. Erect load bearing studs one piece full length. Splicing of studs is not permitted. F. Erect load bearing studs, brace, and reinforce to develop full strength to meet design requirements. G. Extend stud framing to ceiling only. Attach ceiling channel securely to ceiling framing in accordance with details indicated. H. Refer to drawings for locations of partitions extending to ceiling only, and partitions extending through ceiling to structure above. I. Coordinate placement of insulation in multilpe stud spaces mode inaccessible after erection. J. Install intermediate studs above and below openings to match wall stud spacing. K. Provide deflection allowance in stud track, directly below horizontal building framing non -load bearing framing. L. Attach cross studs and furring channels to studs for attachment of fixtures attached to walls. 05400 - 3 M. Install framing between studs for attachment of mechanical and electrical items, SECTION 05500 METAL FABRICATIONS PARTI GENERAL 1.1 SECTION INCLUDES A. Shop fabricated ferrous metal items, prime painted. 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Section 03300 - Cast -In -Place Concrete. Placement of metal fabrications in concrete. 1.3 RELATED SECTIONS A. Section 05120 - Structural Steel: Structural steel column anchor bolts. B. Section 05210 - Steel Joist: Structural joist bearing plates, including anchorage. C. Section 05313 - Steel Floor Deck: Bearing plates for metal decking, including anchorage. D. Section 05510 - Metal Stairs: Metal stairs and railings. E. Section 05520 - Handrails and Railings. F. Section 09900 - Painting: Paint finish. 1.4 REFERENCES A. ASTM A36 - Structural Steel. B. ASTM A283 - Carbon Steel Plates, Shapes, and Bars. C. ASTM A307 - Low - Carbon Steel Externally and Internally Threaded Fasteners. D. ASTM A325 - High Strength Bolts for Structural Steel Joints. E. ASTM A500 - Cold- Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes. F. ASTM A501 - Hot - Formed Welded and Seamless Carbon Steel Structural Tubing. G. AWS A2.0 - Standard Welding Symbols. H. AWS D I.1 - Structural Welding Code. I. SSPC - Steel Structures Painting Council. 05500 - 1 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. include erection drawings, elevations, and details where applicable. C. Indicate welded connections using standard AWS A2.0 welding symbols. Indicate net weld lengths. 1.6 QUALIFICATIONS A. Welder's Certificates: Submit under provisions of Section 01300, certifying welders employed on the Work, verifying AWS certification within the previous 12 months. 1.7 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on Drawings and shop drawings. PART 2 PRODUCTS 2.1 MATERIALS A. Steel Sections: ASTM A36. B. Steel Tubing: ASTM A500, Grade B. or ASTM A50I. C. Plates: ASTM A283. D. Pipe: ASTM A53, Grade B Schedule 40. E. Bolts, Nuts, and Washers: ASTM A307. F. Welding Materials: AWS DI.I; type required for materials being welded. G. Shop and Touch -Up Primer: SSPC, Type I, red oxide. 2.2 FABRICATION A. Fit and shop assemble in largest practical sections, for delivery to site. B. Fabricate items with joints tightly fitted and secured. C. Continuously seal joined members by intermittent welds and plastic filler. D. Grind exposed welds flush and smooth with adjacent finished surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. E. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of component, except where specifically noted otherwise. 05500 - F. Supply components required for anchorage of fabrications. Fabricate anchorage and related components of same material and finish as metal fabrication, except where specifically noted otherwise. 2.3 FINISH A. Prepare surfaces to be primed in accordance with SSPC SP 2. B. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing. C. Do not prime surfaces in direct contact bond with concrete or where field welding is required. D. Prime paint items scheduled with one coat. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that field conditions are acceptable and ready to receive work. B. Beginning of installation means erector accepts existing conditions. 3.2 PREPARATIONS A. Clean and strip site primed steel items to bare metal where site welding is scheduled. B. Supply items required to be cast into concrete with setting templates, to appropriate Sections. 3.3 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of. erection and installation of permanent attachments. C. Field weld components indicated on Drawings or shop drawings. D. Perform field welding in accordance with AWS DI.I. E. Obtain Construction Manager approval prior to site cutting or making adjustments not scheduled. F. After installation, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete. 05500 - 3 3.4 ERECTION TOLERANCES A. Maximum Variation From Plumb: 1/4 inch per story, non - cumulative. B. Maximum Offset From True Alignment: 1/4 inch. 3.5 SCHEDULE A. The Schedule is a list of principal items only. Refer to Drawing details for items not specifically scheduled. . Roof Access Ladders: Steel, of size indicated on Drawings; space rungs 7 -1/2 inches from wall surface; with steel mounting brackets and attachments; prime paint finish. C. Bollards: Steel pipe, concrete filled, crowned cap, as detailed; prime paint finish. D. Ledger and Shelf Angles, Channels and Plates Not Attached to Structural Framing: Prime paint finish. E. Elevator Pit Ladders: Steel, of 3/8 x 2 inches side rails spaced at 20 inches; rungs of one inch diameter soild rod spaced at 12 inches oc; rungs spaced 7 inches from wall surface; with steel mounting brackets and attachments; prime paint finish. F. Wall Anchor Plates: Steel, size indicated on Drawings, prime finish. END OF SECTION SECTION 05510 METAL STAIRS PART 1 GENERAL 1.1 SECTION INCLUDES A. Steel stair frame of structural sections, with closed risers. B. Pan to receive concrete fill and landings. C. Integral balusters and handrailing. 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Section 03300 - Cast -In- Concrete. Placement of metal anchors in concrete. 1.3 RELATED SECTIONS A. Section 03300 - Cast -In -Place Concrete: Concrete fill in stair pans and landings, mesh reinforcement for Landings. B. Section 05520 - Handrails and Railings: Handrailings and balusters other than specified in this Section. C. Section 09900 - Painting: Paint finish. 1.4 REFERENCES A. ASTM A36 - Structural Steel. • B. ASTM A283 - Carbon Steel Plates, Shapes, and Bars. C. ASTM A352 - High Strength Bolts for Structural Steel Joints. D. ASTM A500 - Cold- Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes. E. AWS A2.0 - Standard Welding Symbols. F. AWS DI.1 - Structural Welding Code. G. SSPC - Steel Structures Painting Council. 05510 1.5 DESIGN REQUIREMENTS A. Fabricate stair assembly to support live load of 100 lb/sq ft with deflection of stringer not to exceed 1/360 of span. B. Railing assembly, wall rails, and attachments to resist lateral force of 75 Ibs at any point without damage or permanent set. 1.6 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, openings, size and type of fasteners, finishes and precoat finishes, and accessories. C. Indicate welded connections using standard AWS A2.0 welding symbols. Indicate net weld lengths. 1.7 QUALIFICATIONS ' A. Welders Certificates: Submit under provisions of Section 01300, certifying welders employed on the Work, verifying AWS qualification within the previous 12 months. 1.8 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on Drawings and shop drawings. PART 2 PRODUCTS 2.1 MATERIALS A. Steel Section: ASTM A36. B. Pipe: ASTM A53, Grade B Schedule 40. C. Concrete for Treads and Landings: Portland cement Type 1, 3000 psi 28 day strength, 2 to 3 inch slump. D. Tread and Landing Concrete Reiforcement: Mesh type as detailed. E. Bolts, Nuts, and Washers: ASTM A307. F. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of structure. G. Welding Materials: AWS DI.I; type required for materials being welded. H. Shop and Touch -Up Primer: SSPC 15, Type 1, red oxide. 05510 - 2 2.2 FABRICATION - GENERAL A. Fit and shop assemble in largest practical sections, for delivery to site. B. Fabricate items with joints tightly fitted and secured. 05510 - 3 PART 3 EXECUTION 3.1 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. B. Beginning of installation means erector accepts existing conditions. 3.2 PREPARATION A. Clean and strip primed steel items to bare metal where site welding is required. B. Supply items required to be cast into concrete with setting templets to appropriate Sections. 3.3 INSTALLATION A. Install items level and plumb, accurately fitted, free from distortion or defects. B. Provide anchors, plates, angles, hangers, required for connecting stairs to structure. C. Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. D. Field weld components indicated on Drawings and shop drawings. Perform field welding in accordance with AWS DI.I. E. Field bolt and weld to match shop bolting and welding. Conceal bolts and screws whenever possible. F. Verify alignment with adjacent construction. Coordinate related work. G. Obtain Construction Manager approval for site cutting or making adjustments not scheduled. H. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete. 3.4 ERECTION TOLERANCES A. Maximun Variation From Plumb: 1/8 inch per story, non- cumulative. B. Maximum Offset From True Alignment: 1/8 inch. END OF SECTION 05510 - 4 SECTION 05520 HANDRAILS AND RAILINGS PART 1 GENERAL 1.1 SECTION INCLUDES A. Steel tube handrails, balusters, and fittings. 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Section 03300 - Cast -In -Place Concrete. Placement of anchors in concrete. 1.3 RELATED SECTIONS A. Section 05510 - Metal Stairs: Handrails other than specified in this Section. B. Section 06200 - Finish Carpentry Wood handrail. C. Section 09900 - Painting: Paint finish. 1.4 REFERENCES A. ASTM A501 - Hot - Formed Welded and Seamless Carbon Steel Structural Tubing. B. SSPC - Steel Structures Painting Council. 1.5 DESIGN REQUIREMENTS A. Railing assembly, wall rails, and attachments to resist lateral force of 75 lbs at any point without damage or permanent set. 1.6 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate profiles, finishes and precoat finishes, connection attachments, anchorage, sizes, and types of fasteners, and accessories. 1.7 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on Drawings and shop drawings. PART 2 2.1 PRODUCTS STEEL RAILING SYSTEM A. Steel Tubing: ASTM A501. B. Rails and Posts: Sizes indicated on Drawings square steel tubing; w C. Mounting: Adjustable brackets and flanges, with steel inserts concrete. D. Exposed Fasteners: Flush countersunk screws or bolts; consistent railing. E. Shop and Touch -Up Primer: SSPC 15, Type I, red oxide. 2.2 FABRICATION A. Fit and shop assemble sections in largest practical sizes, for delivery to site. B. Fabricate components with joints tightly fitted and secure. C. Exposed Mechanical Fastenings: flush countersunk screws or bolts; unobtrusively located; consistent with design of component, except where specifically noted otherwise. elded joints. for casting in with design of D. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise. E. Continuously seal joined pieces by intermittent welds and plastic filter. F. Grind exposed welds smooth and flush with adjacent surfaces. Make exposed joint butt tight, flush, and hairline. Ease exposed edges to small uniform radius. G. Accurately form components to suit stairs and landings, to each other and to building structure. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that field conditions are acceptable and ready to receive work. B. Beginning of installation means erector accepts existing conditions. 3.2 PREPARATIONS A. Clean and strip primed painted steel items to bare metal where site welding is requi red. B. Supply items to be cast into concrete with setting templates to appropriate Sections. 05520 - 2 3.3 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install components plumb and level, accurately fitted, free from distortion or defects. C. Provide anchors required for connecting railings to structure. Anchor handrailings to structure. 05521.:11 SECTION 06114 WOOD BLOCKING AND CURBING PART 1 GENERAL 1.1 SECTION INCLUDES A. Roof curbs and cants. B. Wood treatment. 1.2 RELATED SECTIONS A. Section 07532 - Elastomeric Sheet Roofing -Loose Laid Ballasted: Roof decking to receive wood curbs and cants. 1.3 REFERENCES A. ALSC - American Lumber Standards Committee: Softwood Lumber Standard. B. WCLIB - West Coast Lumber Inspection Bureau: Standard Grading Rules for West Coast Lumber. 1.4 QUALITY ASSURANCE A. Lumber Grading Agency: Certified by ALSC. 1.5 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Provide technical data on wood preservative materials and application instructions. PART 2 PRODUCTS 2.1 MATERIALS A. Lumber Grading Rules:WCLIB. B. Softwood Lumber: Douglas Fir species, No. 2 grade, 19 percent maximum moisture content. 2.2 WOOD TREATMENT A. Fire Retardant: Chemically treated and pressure impregnated; capable of providing a maximum flame spread /fuel contribution / smoke development rating of 25/50/50. 0 6 I 14 - PART 3 EXECUTION 3.1 INSTALLATION A. Erect wood framing members level and plumb.. Space members as indicated on Drawings. Curb all roof openings except where prefabricated curbs are provided. Form corners by lapping side members alternatively. D. Coordinate work with installation of decking and support of decking at openings. SECTION 06200 FINISH CARPENTRY PART I GENERAL 1.1 SECTION INCLUDES A. Finish carpentry items, other than shop fabricated casework. B. Hardware and attachment accessories. 1.2 RELATED SECTONS A. Section 06114 - Wood Blocking and Curbing. B. Section 06410 - Custom Casework: Shop fabricated custom cabinetwork. C. Section 08210 - Wood Doors. D. Section 09900 - Painting: Painting and finishing of finish carpentry items. 1.3 REFERENCES A. ANSI /HPHA HP - American Standard for Hardwood and Decorative Plywood. B. ANSI A135.4 - Basic Hardboard. C. AWI - Quality Standards. D. FS MM -L -736 - Lumber; Hardwood. E. FS MMM -A -I 30 - Adhesive, Contact. 1.4 REGULATORY REQUIREMENTS A. Conform to UBC code for fire retardant requirements. 1.5 SUBMITTALS A. Submit product data under provisions of Section 01300. 1.6 DELIVERY, STORAGE, AND HANDELING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Store materials in ventilated, interior locations under constant minimum temperature of 60 degrees F and maximum relative humidity of 65 percent. 06200 - PART 2 PRODUCTS 2.1 LUMBER MATERIALS A. Hardwood Lumber: FS MM -L -736; Premium grade in accordance with AWI; maximum moisture content of 6 percent ; Oak species, with mixed grain, of quality capable of transparent finish. 2.2 SHEET MATERIALS A. Hardwood Plywood: ANSI /HPHA HP; Premium grade in accordance with AWI; veneer core material; Oak species, with face veneer of mixed grain. 2.3 ACCESSORIES A. Nails: Size and type to suit application, plain finish. B. Bolts, Nuts, Washers, Blind Fasteners, Lags, and Screws: Size and type to suit application; plain finish. C. Primer: Alkyd primer sealer type. D. Wood Filler: Solvent base, tinted to match surface finish color. 2.4 FABRICATION A. Fabricate to AWI Premium standards. B. Shop prepare and identify components for book match grain matching during site erection. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that mechanical, electrical, and building items affecting work of this Section are placed and ready to receive this work. B. Beginning of installation means acceptance of existing conditions. 3.2 PREPARATION A. Before installation, prime paint surfaces of items or assemblies to be in contact with cementitous materials. 3.3 INSTALLATION A. Install work in accordance with AWI Premium quality standards. B. Set and secure materials and components in place, plumb, and level. C. Install components and trim with screws and bolts with blind fasteners. D. Cover exposed edges of plywood with 3/8 inch thick hardwood edging. 06200 - 2 3.4 TOLERANCES A. Maximum Variation from True Position: 1/16 inch. B. Maximum Offset from true Alignment with Abutting Materials: 1/32. 3.5 PREPARATION FOR FINISHING A. Set exposed nails fasteners. Apply wood filler in exposed fastener indentations. Sand work smooth. B. Site Finishing: Refer to Section 09900. 3.6 PROTECTION A. Protect finished installation under provisions of Section 01500. 3.7 SCHEDULE A. Interior: I. Window Sills: Oak; prepare for transparent finish. 2. Handrails: Oak; prepare for transparent finish. 3. Moldings, Bases, and Miscellaneous Trim: Oak ;, prepare for transparent finish. SECTION 06410 CUSTOM CASEWORK PART 1 GENERAL 1.1 SECTION INCLUDES A. Special fabricated cabinet units. B. Countertops. C. Prefinished surfaces. D. Prepared for utilities. 1.2 RELATED SECTONS A. Section 06114 - Wood Blocking and Curbingh: Grounds and support framing. B. Section 06200 - Finish Carpentry. C. Section 06650 - Special Wall Surfaces: Special counter tops. 1.3 REFERENCES A. FS MM -L -736 - Lumber, Hardwood. B. FS MMM -A- 130 - Adhesive, Contact. C. NEMA LD3 - High Pressure Decorative Laminates. D. PS 20 - American Softwood Lumber Standard. E. PS 51 - Hardwood and Decorative Plywood. F. PS 58 - Basic Hardboard. 1.4 QUALITY ASSURANCE A. Perform work to premium quality in accordance with "Quality Standards" of the Architectural Woodwork Institute (AWI). 1.5 MOCKUP A. Prepare mockup under provisions of Section 01400. B. Provide full size base cabinet and upper cabinet of each counter type indicated, in specified finish with hardware installed. 06410 - 1 C. Units will be examined to ascertain quality and conformity to AWI standards. D. Units will establish a minimum standard of quality for this work. E. Approved units may be used as part of the Work. 1.6 SUBMITTALS A. Submit product data under provisions of Section 01300. PART 3 EXECUTION 2.1 WOOD MATERIALS A. Softwood Lumber: PS 20; graded in accordance with AWI; maximum moisture content of 6 percent; pine or fir species. 2.2 SHEET MATERIALS A. Softwood Plywood: PS 1; graded in accordance with AWI; core material of veneer; fir species. B. Hardboard: PS 58; pressed wood fiber with resin binder, tempered grade, smooth two sides. 2.3 LAMINATE MATERIALS A. Plastic Laminate: NEMA LD 3, GP - 50 general purpose type; color as selected. B. Laminate Backing Sheet: LD -3 BK20 Backing grade, undecorated plastic laminate. 2.4 ACCESSORIES A. Adhesive: Type recommended by laminate manufacturer to suit application. B. Fasteners: Size and type to suit application. C. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application. 2.5 HARDWARE A. Shelf Standards and Rests: K and V; EHD 97 -187 nickel plated, size indicated on Drawings. B. Shelf Brackets: K and V 87 and 187 heavy duty brackets to fit shelf. C. Drawer and Door Pulls: Engineered Products Co. MC- 402-4, PC. D. Cabinet Locks: Corbin CCL cabinet locks; drawer No. 02066; door No. 02067. 06410 - 2 E. Catches: Stanley magnetic; SP46 and SP45. F. Drawer Slides: Grant 236 SC. G. Hinges: Blum Modul 90 Series, 170 degree opening 2.6 FABRICATION A. Shop assemble casework for delivery to site in units easily handled and to permit passage through building openings. B. Fit shelves, doors, and exposed edges with matching plastic laminate edging. Use full length pieces only. C. Fit shelves of fir plywood with 3/8 inch thick solid pine or fir edging on exposed edges only. D. Door and Drawer Fronts: 3/4 inch thick. E. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting. F. Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Make corners and joints hairline. Locate counter butt joints minimum 2 feet from sink cut -outs. G. Cap exposed plastic laminate edges with material of same finish and pattern. H. Mechanically fasten splashbacks to countertops with steel brackets. 1. Apply laminate backing sheet to reverse side of plastic laminate finished surfaces. J. Provide cutouts for plumbing fixtures, inserts, appliances, outlet boxes, and other fixtures and fittings. Verify locations of cutouts from on -site dimensions. Seal contact surfaces of cut edges. 2.7 FACTORY FINISHING A. Finish work in accordance Drawings. B. Sand work smooth and set exposed nails and screws. Apply wood filler in exposed nail and screw indentations. C. Seal internal surfaces of cabinets with two coats of shellac. PART 3 EXECUTION 3.1 INSPECTION A. Verify adequacy of backing and support framing. 06410 - 3.2 INSTALLATION A. Set and secure casework in place rigid, plumb, and level. B. Use purpose designed fixture attachments at concealed locations for wall mounted components. C. Use threaded steel concealed joint fasteners to align and secure adjoining cabinet units and counter tops. D. Carefully scribe casework which is against other building materials, leaving gaps of 1/32 inch maximum. Do not use additional overlay trim for this purpose. • Secure cabinet and counter bases to floor using appropriate angles and anchorages. . Counter -sink anchorage devices at exposed locations used to wall mount components, and conceal with solid plugs of species to match surrounding wood. Finish flush with surrounding surfaces. 3.3 ADJUSTING AND CLEANING A. .. Adjust doors, drawers, hardware, fixtures . and other moving or operating parts to function smoothly and correctly. B. Clean casework, counters, shelves, hardware, fitti SECTION 06650 SOLID POLYMER FABRICATIONS PART 1 GENERAL 1.1 SECTION INCLUDES A. Synthetic marble panels walls finish using the thinset application method. B. Synthetic marble tops of vanity cabinets. C. Joint sealant. 1.2 RELATED SECTIONS A. Section 01011 - Summary of Project: Owner furnished materials. B. Section 09260 - Gypsum Board Systems: Wall substrate surface. C. Section 06410 - Custom Casework: Cabinet bases. 1.3 SUBMITTALS A. Submit shop drawings under provisions of Section 01300. B. Submit shop drawings indicating patterns, color arrangement, perimeter conditions, junctions with dissimilar materials, and setting details. 1.4 QUALIFICATIONS A. Installer: Company specializing in applying work of this Section with three years documented experience. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store and protect products under provisions of Section 01600. B. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions. 1.6 ENVIRONMENTAL REQUIREMENTS A. Do not install adhesive in a closed, unventilated environment. B. Maintain 50 degrees F during installation of mortar materials. PART 2 PRODUCTS 2.1 MATERIALS A. Synthetic Marble: Furnished by Owner. 06650 - I 2.2 ADHESIVE A. Neoprene base panel adhesive; as approved by panel manufacturer. 2.3 SEALANT A. Sealant: Silicone sealant. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive work. B. Beginning of installation means installer accepts exiting surfaces. 3.2 PREPARATION A. Protect surrounding work from damage or disfiguration. B. Vacuum clean surfaces and damp clean. C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatness tolerances. 3.3 INSTALLATION A. Install counter tops, adhesive, panels and sealant in accordance with manufacturer's instructions. B. Cut and fit panels tight to pentrations. Form corners neatly. C. Place joints uniform in width 1/8 inch wide to accept sealant. D. Form integral angles square and external angles as detailed. E. Apply sealant to joints and junction of panels and dissimilar materials and at junction of dissimilar planes. 3.4 CLEANING A. Clean work under provisions of Section 01700. B. Clean panel surfaces. END OF SECTION 06650 - 2 SECTION 07160 BITUMINOUS DAMPPROOFING PART 1 GENERAL 1.1 SECTION INCLUDES A. Cold applied asphalt bitumen dampproofing. 1.2 RELATED SECTIONS A. Section 02270 - Back fiIling. B. Section 03300 - Cast -In -Place Concrete: Concrete substrate. 1.3 REFERENCES A. ANSI /ASTM D4I ' • Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing. B. ANSI /ASTM D449 - Asphalt Used in Dampproofing and Waterproofing. C. ANSI /ASTM D49I - Asphalt Mastic Used in Waterproofing. 1.4 QUALITY ASSURANCE A. Applicator: Company specializing in bituminous waterproofing systems with 3 years minimum experience. 1.5 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Indicate properties of primer, bitumen, and mastic. C. Submit manufacturer's installation instructions under provisions of Section 01300. 1.6 ENVIRONMENTAL REQUIREMENTS A. Maintain ambient and surface temperatures above 40 degrees F for 24 hours before application, and continuously until dampproofing has cured. PART 2 PRODUCTS 2.1 BITUMEN MATERIALS A. Asphalt: ANSI /ASTM D449, Type 1 or 11. B. Asphalt Primer: ANSI /ASTM D4I, compatible with substrate. C. Asphaltic Sealing Mastic: ANSI /ASTM D491. 07160 - 1 PART 3 EXECUTION 3.1 INSPECTION A. Verify surfaces are solid, free of frozen matter, loose particles, cracks, pits, rough projections, and foreign matter detrimental to adhesion and application of dampproofing. B. Do not apply dampproofing to damp, frozen, dirty, dusty, or deck surfaces unacceptable to applicator. C. Verify items which penetrate surfaces to receive dampproofing are securely installed. D. Beginning of installation means acceptance of substrate. 3.2 PREPARATION A. Clean and prepare surfaces to receive dampproofing in accordance with manufacturer's instructions. B. Apply mastic to seal penetrations, small crocks, and honeycomb in substrate. 3.3 APPLICATION A. Prime surfaces in accordance with manufacturer's instructions. B. Apply cold bitumen with mop or roller. C. Apply two coats, continuous and uniform at a rate instructed by manufacturer. D. Apply from 2 inches below finish grade elevation to top of footings. E. Seal watertight items projecting through dampproofing surface with mastic. 3.4 PROTECTION A. Immediately backfill against membrane to protect from damage. END OF SECTION 07160 SECTION 07212 BOARD INSULATION PART 1 GENERAL 1.1 SECTION INCLUDES A. Board insulation at indicated locations. B. Section 07213 - Batt and Blanket Insulation. 1.2 REFERENCES A. ANSI/ASTM D2842 - Water Absorption of Rigid Cellular Plastics. B. ASTM C578 - Preformed Cellular Polystyrene Thermal Insulation. C. ASTM E96 - Test Methods for Water Vapor Transmission of Materials. 1.3 PERFORMANCE REQUIREMENTS A. Materials of this Section shall provide continuity of thermal barrier at building enclosure elements. 1.4 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data on product characteristics, performance criteria, limitations. C. Manufacturer's Installation Instructions: Indicate special environmental conditions required for installation, installation techniques. 1.5 COORDINATION A. Coordinate work under provisions of Section 01039. PART2 PRODUCTS 2.1 INSULATION MATERIALS A. Polystyrene Insulation: ASTM C578; molded bead type, conforming to the following: Thermal Resistance R of 3.7 per inch Thickness 2 inches thick Board Size To suit conditions. Compressive Strength Minimum 10 psi Water Absorption In accordance with ANSI /ASTM D2842 4 percent by volumn maximum Edges Square edges 2.2 ADHESIVE A. Adhesive: Type recommended by insulation manufacturer for application. 2.3 ACCESSORIES A. Tape: Bright aluminum self- adhering type; mesh reinforced; 2 inch wide. PART 3 EXECUTION 3.1 EXAMINATION A. Verify site consitions under provisions of Section 01039. B. Verify that substrate, adjacent materials, and insulation boards are dry and ready to receive insulation and adhesive. C. Verify substrate surface is flat, free of honeycomb, fins, or irregularities. 3.2 INSTALLATION - FOUNDATION PERIMETER A. Adhere boards on foundation wall perimeter. Place boards in a method to maximize contact bedding. Butt edges and ends tight to adjacent board and to protrusions. B. Extend boards over control joints, unbonded to foundation 6 inches on one side of joint. 3.3 PROTECTION OF FINISHED WORK A. Prtoect finished Work under provisions of Section 01500. B. Do not permit Work to be damaged prior to covering insulation. END OF SECTION ( SECTION 07213 BATT AND BLANKET INSULATION PART 1 GENERAL 1.1 SECTION INCLUDES A. Batt insulation in exterior wall construction and as indicated on Drawings. B. Batt insulation for filling perimeter window and door shim spaces. 1.2 RELATED SECTIONS A. Section 072 2 - Board Insulation. 1.3 REFERENCES A. ASTM C665 - Mineral Fiber Blanket Insulation for Light Frame Construction and Manufactured Housing. B. FS HH -I -521 - Insulation Blankets, Thermal (Mineral Fiber, for Ambient Temperatures). 1.4 PERFORMANCE REQUIREMENTS A. Materials of this Section shall provide continuity of vapor and air barrier at building enclosure elements. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data on product characteristics, performance criteria, limitations. 1.6 COORDINATION A. Coordinate Work under provisions of Secion 01039. PART 2 PRODUCTS 2.1 MATERIALS A. Batt insulation: FS HH -I -521 Type 11 - with non- reflective membrane one side, preformed glass or mineral fiber butt; friction fit, conforming to following: Batt Size Indicated on Drawings. Facing Faced an one side with asphalt treated mesh reinforced Kraft per B. Tape: Bright aluminum self-adhering type; mesh reinforced; 2 inch wide. 07213 - 1 PART 3 EXECUTION 3.1 EXAMINATION A. Verify site conditions under provisions of Section 01039. B. Verify that substrate, adjacent materials, and insulation are dry and ready to receive insulation. 3.2 INSTALLATION A. Install insulation in accordance with insulation manufacturer's instructions. B. Install in exterior wall spaces without gaps or voids and where indicated on Drawings. C. Trim insulation neatly to fit spaces. D. Fit insulation tight in spaces and tight to exterior side of mechanical and electrical services within the plane of insulation. Leave no gaps or voids. E. Install with factory applied membrane facing warm side of building spaces. Lap ends and side flanges of membrane between framing members. F. Tape seal butt ends and lapped side flanges. Tape seal tears or cuts in membrane. [ SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEM PART 1 GENERAL 1.1 SECTION INCLUDES A. Composite wall and soffit cladding of rigid insulation and applied coating. B. Coating applied directly to gypsum board substrate. 1.2 RELATED SECTIONS A. Section 03300 - Cast -In -Place Concrete: Wall substrate construction. B. Section 07620 - Sheet Metal Flashing and Trim: Perimeter flashings. C. Section 07900 - Joirit Sealers: Perimeter sealant seal. D. Section 09260 - Gypsumboard Systems: Wall sheathing. 1.3 REFERENCES A. ANSI /ASTM D2842 - Water Absorption of Rigid Cellular Insulation. B. ASTM C578 - Preformed Cellular Polystryrene Thermal Insulation. 1.4 PERFROMANCE REQUIREMENTS A. Materials of this Section shall provide continuity fo thermal barrier at building enclosure elements in conjuction with backing materials in Sections 03300 and 09260. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data on system materials, performance criteria, and limitations. C. Manufacturer's Installation Instructions: Indicate installation techniques, and jointing requirements. 1.6 QUALIFICATIONS product characteristics, preparation required, A. Applicator: Company specializing in performing work of this Section with minimum 3 years documented experience and approved by manufacturer. 1.7 REGULATORY REQUIREMENTS A. Conform to applicable code for system fire resistance ratings and flame /fuel /smoke ratings. 07240 - 1 1.8 FIELD SAMPLES A. Provide under provisions of Section 01400. B. Construct one field sample panel, size as directed by Construction Manager, of system materials illustrating method of attachment, surface finish, color, and texture. C. Locate where directed. D. Accepted panel may remain as part of the Work. 1.9 DELIVERY, STORAGE, AND PROTECTION A. Deliver, store, protect and handle products under provisions of Section 01600. B. Protect adhesives and finish materials from freezing by storing in an environment recommended by manufacturer. 1.10 ENVIRONMENTAL REQUIREMENTS A. Do not install finish when ambient temperature is below 40 degrees F. B. Maintain this temperature during and 24 hours after installation of finish. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Dryvit System, Inc. Product Outsulation. B. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS A. Polystyrene Board Insulation: ASTM C578, molded bead type, conforming to the following: Thermal Resistance R of 3.7 Thickness One inch Thickness Tolerance 1/32 inch maximum Compressive Strength Minimum 10 PSI Water Absorption In accordance with ANSI /ASTM D2842 4 percent by volume maximum Edges Square edges. B. Insulation Adhesive: Recommended by manufacturer. C. Primer /Adhesive: Recommended by manufacturer. 07240 - 2 D. Coating Reinforcement: Glass fiber mesh, treated for improved bond with coating. E. Coating: Synthetic vinyl composition, air curing, color as selected. F. Exposed Aggregate: Washed quartz, color as selected. 2.3 ACCESSORIES A. Insulation Fastening: Recommended by coating manufacturer. B. Perimeter Trim and Control Joints: Extruded plastic, with attachment flanges. C. Sealant Materials: Recommended by coating manufacturer. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that substrate and adjacent materials are dry. B. Verify that substrate is flat, free of fins or irregularities. 3.2 INSTALLATION - INSULATION A. Install insulation in accordance with manufacturer's instructions. B. Install boards on surface indicated. C. Place boards in method to maximize tight joints. Stagger vertical joints. Butt edges and ends to adjacent board and to protrusions. D. Secure boards to substrate by mechanical attachment to achieve a continuous flush insulation surface. E. Secure boards to substrate by beads of adhesive to achieve a continuous insulation surface. 33 INSTALLATION - COATING A. Install primer /adhesive, coating and reinforcement in accordance with manufacturer's instructions. B. Apply primer /adhesive and fully embeb reinforcement, wrinkle free. C. Lay reinforcement edges and ends 2 inches. D. Install perimeter trim and control joints. 07240 - E. Apply finish to a minimum thickness of recommended by manufacturer and embed finish aggregate. • Apply sealant at finish perimeter, and at .control joints in accordance with manufacturer 'instructions. 3.4 PROTECTION OF FINISHED WORK A. Protect finished work under provisions of Section 01500. . Do not permit finish surface to become soiled or damaged.. END OF SECTION SECTION 07532 ELASTOMERIC SHEET ROOFING - LOOSE LAID /BALLASTED PART I GENERAL 1.1 SECTION INCLUDES A. Vapor retarder. B. Loose laid elastomeric sheet membrane roofing over insulation. C. Flexible fleshings. D. Ballast cover. 1.2 PRODUCTS FURNISHED, BUT NOT INSTALLED UNDER THIS SECTION A. Furnish only special coated metal to Section 07620 - Sheet Metal Flashing and Trim, for counterflashing to work of this Section. 1.3 RELATED SECTIONS A. Section 06100 - Rough Carpentry: Wood milers and cants. B. Section 07620 - Sheet Metal Flashing and Trim: Metal coping and counterflashing work. C. Section 07724 - Roof Hatches: Roof openings with integral curb and counterflashings. 1.4 SYSTEM DESCRIPTION A. Elastomeric sheet membrane roof assembly meeting requirements for wind uplift resistance. 1.5 QUALITY ASSURANCE A. Membrane Manufacturer: Company specializing in sheet roof membranes with three years experience. B. Applicator: Company specializing in installation of sheet roof membrane approved by membrane manufacturer. 1.6 REGULATORY REQUIREMENTS A. Underwriters Laboratories, Inc. (UL): Class A Fire Hazard Classification. B. Factory Mutual Engineering Corporation (FM): Roof assembly classification, FM Construction Bulletin 1 -28, Class 1 Construction. 07532 - 1 1.7 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. 'Submit shop drawings detailing special joint or termination conditions and conditions of interface with other materials. C. Submit product data for sheet membrane, elastic flashing, joint cover sheet, and joint and crack sealants, with temperature range for application of membrane. D. Submit manufacturer's installation instructions under provisions of Section 01400. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Under provisions of Section 01600, store materials in weather protected environment clear of ground and moisture. Protect foam board insulation from direct sunlight exposure. 1.9 ENVIRONMENTAL REQUIREMENTS A. Do not apply membrane during inclement weather or when air temperature is below 40 degrees F. 1.10 PREINSTALLATION CONFERENCE A. Convene a preinstallation conference one week prior to commencing work of this Section. B. Require attendance of parties directly affecting work of this Section. C. Review conditions of installaion, installation procedures, and coordination required with related work. 1.11 WARRANTY A. Provide ten year manufacturers' warranty under provisions of Section 01700. B. Warranty: Include coverage of materials and installation resulting from failure to resist penetration of moisture. PART 2 PRODUCTS 2.1 MANUFACTURERS - MEMBRANE A. WatPro; System Flagon C. B. Substitutions: Under provisions of Section 01600. 2.2 MEMBRANE MATERIALS A. Membrane: .048 inch thick PVC, 72 inch wide roll, conforming to the following criteria: Properties Test Results Tensile Strength ANSI /ASTM D638 2700 Elongation ANSI /ASTM D638 240 Water Absorption ANSI /ASTM D570 1.0 Low Temperature Brittleness ANSI /ASTM DI053 -40 B. Seaming Materials: As recommended by membrane manufacturer. C. Flexible Flashing: .048 inch thick PVC. D. Special Flashings: Galvanized metal, coated with Flagon PVC, furnished to Section 07620 - Sheet Metal Flashing and Trim for fabrication and installation. E. Prefabricated Control or Expansion Joint Flashing: Recommended by membrane manufacturer. 2.3 SHEATHING MATERIALS A. Dry Sheathing Paper: Clean, white cellulose paper, unsaturated. 2.4 VAPOR RETARDER MATERIALS A. Fire Retardant Sheet Vapor Retarder: UL or FM requirements; reinforced Kraft paper as supplied by membrane manufacturer. 2.5 INSULATION MATERIALS A. Insulation: FS HH- I- 524;Type II, Class B, exturded polystyrene with skin surface;, tappered thickness indicated on Drawings, square edges; K factor of 0.20. 2.6 CANTS A. Fiber Cant and Tapered Edge Strips: Asphalt impregnated wood fiberboard, configuration detailed. 2.7 BALLAST COVER A. Aggregate: Sound, hard, washed, round and smooth stone; 1/2 inch minimum, 1 inch maximum size. Fines (aggregate less than 1/2 inch), dirt, or organic materials are not acceptable and constitute cause for rejection. 2.8 ACCESSORIES A. Sealants: As recommended by membrane manufacturer. B. Reglet Strip Devices: As recommended by membrane manufacturer. C. Insulation Joint Tape: Asphalt treated glass fiber reinforced; 4 to 6 inches wide; self- adhering. 07532 - 3 D. Traffic Surfacing: Preformed, simi -rigid asphalt core board, 36 x 60 inchs size x 3/4 inch thick with WatPro protection mat below. PART 3 EXECUTION 3.1 INSPECTION A. Verify deck is clean and smooth, free of depressions, waves, or projections, properly sloped to drains. B. Verify roof openings penetrating elements through roof are solidly set, wood strips and reglets are in place. C. Do not apply roofing materials to damp, frozen, dirty, dusty, or deck surfaces unacceptable to manufacturer. D. Verify deck surfaces are dry and free of snow or ice. Confirm dry deck by moisture meter with percent moisture directed by manufacturer of membrane. E. Verify adjacent concrete roof members do not vary more than I/4 inch in height. F. Beginning installation means acceptance of substrate. 3.2 PREPARATION A. Fill concrete surface honeycomb and variations with latex filler. B. Install fire retardant vapor barrier with fire retardant adhesive in accordance with manufacturer's instructions. Extend vapor barrier under cant strips and blocking. Lap flexible flashing over vapor barrier of wall construction to provide continuity of vapor barrier envelope. C. Install flashing reglets and mechanically fasten rigid. Apply sealant to top edge continuous. 3.3 INSULATION APPLICATION A. Place layers of insulation in accordance with insulation manufacturer's instructions. B. Minimum Total Insulation Thickness: As indicated on Drawings. C. Lay insulation boards to moderate contact without forcing joints. Cut insulation to fit neatly to perimeter blocking and protrusions through roof. D. Lay tapered boards back from roof drains for positive drainage. E. Lay tapered board to establish pitch to drains. F. Fasten insulation boards over roof surface. 07532 - 4 G. Tape joints of insulation in accordance with insulation manufacturer's instructions. H. Install cant strips to internal corners by adhesive. 3.4 MEMBRANE INSTALLATION A. Install membrane roofing in accordance with membrane manufacturer's instructions. B. Overlap edges and ends minimum 3 inches and solvent seal. Apply uniform bead of sealant to joint edge. C. Shingle joints on sloped substrate in direction of drainage. D. Minimize wrinkles and bubbles. E. Seal to adjoining surfaces. F. Continue membrane up vertical surfaces minimum 6 inches. G. Seal items penetrating membrane with counterflashing membrane material. H. Install membrane flashings. Seal watertight to membrane. I. Reinforce membrane with multiple thickness of membrane material over joints, whether joints are static or moving. J. Apply roof control and expansion joint materials to isolate roof into areas as shown. Seal roofing membrane sheet to joint flange; apply sealant to edge or seam. K. Place traffic surfacing at locations noted. L. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed during same day. 3.5 BALLAST INSTALLATION A. Ballast: Aggregate, applied dry at 1000 lb/square, evenly distributed. 3.6 PROTECTION A. Protect finished installation under provisions of Section 01500. B. After installation, close off area to prevent unauthorized traffic. 3.7 FIELD QUALITY CONTROL A. Inspection will be performed by firm appointed under provisions of Section 01400 For compliance to the work of this Section. END OF SECTION 07532 - 5 SECTION 07610 SHEET METAL ROOFING PART 1 GENERAL 1.1 SECTION INCLUDES A. Prefinished galvanized metal roofing and associated flashings. 1.2 RELATED SECTIONS A. Section 07900 - Joint Sealers: Sealants. 1.3 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Indicate material profile, colors and finishes, jointing pattern, jointing details, fastening methods, gutter and downspout details, and installation details. C. Submit manufacturer's installation instructions under provisions of Section 01300. 1.4 QUALITY ASSURANCE A. Installer: Company specializing in sheet metal roof installations with three years documented experience. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Stack preformed and prefinished material to prevent twisting, bending, or abrasion, and to provide ventilation. Slope metal sheets to ensure drainage. D. Prevent contact with materials during storage which may cause discoloration, staining, or damage. 1.6 SEQUENCING AND SCHEDULING A. Coordinate with work of Section 07620 for installing flashing reglets. 1.7 WARRANTY A. Provide 20 year warranty under provisions of Section 01700. B. Warranty: Provide coverage for degradation of metal finish. 07610 - PART 2 PRODUCTS 2.1 MANUFACTURERS A. ASC Pacific, Inc. B. Substitutions: Under provisions of Section 01600. 2.2 SHEET MATERIALS A. Pre - Coated Galvanized Steel: ASTM A446, Grade C, yield 40k psi; 24 gage steel; protective coating ASTM A792, consisting of 45 Percent zinc and 55 percent aluminum alloy, 1.9 mils thickness; shop pre - coated with Kynar 500 coating of selected color. 2.3 ACCESSORY MATERIALS A. Fasteners: Galvanized steel. B. Sealant: As specified in Section 07900. 2.4 FABRICATION A. Form pieces in longest practical lengths. B. Form material for standing lock seam. C. Back paint concealed metal surfaces with protective backing paint. 2.5 FINISH A. Prime Coat: Baked epoxy, 0.2 mil thickness. B. Finish Coat: Kynar K -500, 0.8 mil thickness. PART 3 EXECUTION 3.1 INSPECTION A. Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, cant strips and reglets in place, and nailing strips located. 3.2 PREPARATION A. Field measure site conditions prior to fabricating work. B. Protect elements surrounding work of this Section from damage or disfigurement. 076 10 2 3.3 METAL ROOFING INSTALLATION A. Execute metal work in accordance with sheet roofing manufacturer's instructions. B. Stagger joints of roofing joints. C. Provide metal pans for protrusions through roof, such as vents, conduits, or structural steel hangars. Fill pockets with plastic cement. D. Back paint surfaces in contact with dissimilar materials. . Use maximum sized sheets with standing seams 19 inches oc without straight run of standing seam exceeding maximum length. F. Form valleys of sheets not exceeding 10 feet in length. Lap joints 6 inches in direction of drainage. Extend valley sheet minimum 6 inches under roofing sheets. At valley, double fold valley and roofing sheets and secure with cleats spaced 18 inches oc. 3.4 FIELD QUALITY CONTROL A. Inspection will be preformed by a firm appointed and paid for by Owner under provisions of Section 01400. SECTION 07620 SHEET METAL FLASHING AND TRIM PART GENERAL 1.1 SECTION INCLUDES A. Coping, parapet, and cap flashings. B. Roof flashings. C. Counterflashings over base flashings. D. Roof joint cover flashings. E. Counterflashings at roof mounted mechanical equipment and vent stacks. F. Counterflashings for roof hatches. 1.2 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A. Section 97610: Prefinised metal for flashing work associated with roofing. 1.3 RELATED SECTIONS A. Section 06114 - Wood Blocking and Curbing: Wood blocking, milers, and grounds. B. Section 07610 - Sheet Metal Roofing: Roofing. C. Section 07724 - Roof Hatches. D. Section 07900 - Joint Sealers. E. Section 09900 - Painting: Prime and finish painting. 1.4 REFERENCES A. ANSI /ASTM B32 - Solder Metal. B. ASTM A525 - Steel Sheet, Zinc Coated, (Galvanized) by the Hot -Dip Process. C. FS O-F -506 - Flux, Soldering, Paste and Liquid. D. FS QQ -S-57I - Solder, Tin Alloy. . E. FS SS -C -153 - Cement, Bituminous, Plastic. F. SMACNA - Architectural Sheet Metal Manual. 07620 - I 1.5 SYSTEM DESCRIPTION A. Work of this Section is to physically protect base fleshings and parapet walls from damage that would permit water leakage to building interior. 1.6 QUALITY ASSURANCE A. Applicator: Company specializing in sheet metal flashing work with three years minimum experience. 1.7 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Describe material profile, jointing pattern, jointing details, fastening methods, and installation details. 1.8 STORAGE AND HANDLING A. Store products under provisions of Section 01600. B. Stack preformed and prefinished material to prevent twisting, bending, or abrasion, and to provide ventilation. C. Prevent contact with materials during storage which may cause discoloration, staining, or damage. PART 2 PRODUCTS 2.1 SHEET MATERIALS A. Galvanized Steel: ASTM A525, G90; 24 gage core steel. 2.2 ACCESSORIES A. Fastener: Galvanized steel with soft neoprene washers at exposed fasteners. Finish exposed fasteners same as flashing metal. B. Underlayment: ASTM D266; No. 15 asphalt saturated roofing felt. C. Protective Backing Paint: Zinc chromate alkyd. D. Slip Sheet: Rosin sized building paper. E. Sealant: As specified in Section 07900. F. Bedding Compound: Rubber - asphalt type. G. Plastic Cement: FS SS-C -153, Type 1-asphaltic base cement. H. Reglets: Type indicated on drawings. 07620 - 2 1. Solder: FS QQ -S -571; 50/50 type. J. Flux: FS 0 -F -506. 2.3 FABRICATION A. Form sections true to shape, accurate in size, square, and free from distortion or defects. B. Fabricate cleats and starter strips of same material as sheet, interlockable with sheet. C. Form pieces in longest practical lengths. D. Hem exposed edges on underside 1/2 inch; miter and seam corners. E. Form material with flat lock seam. F. Solder and seal metal joints. After soldering, remove flux. Wipe and wash solder joints clean. G. Fabricate corners from one piece with minimum 18 inch long legs; solder for rigidity, seal with sealant. H. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip. I. Fabricate (lashings to allow toe to extend 2 inches over roofing gravel. Return and brake edges. J. Form sheet metal pans 6 inch nominal square size, with 3 inch upstand, and 4 inch flanges. Fill pans watertight with plastic cement. 2.4 FINISH A. Back paint concealed metal surfaces with protective backing paint to a minimum dry film thickness of 15 mil. PART 3 EXECUTION 3.1 INSPECTION A. Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, cant strips and reglets in place, and nailing strips located. B. Verify membrane termination and base fleshings are in place, sealed, and secure. ' C. Beginning of installation means acceptance of existing conditions. 07620 - 3 3.2 PREPARATION A. • Field measure site conditions prior to fabricating work. B. Install starter and edge strips, and cleats before starting installation. C. Install surface mounted reglets true to lines and levels. Seal top of reglets with sealant. D. , Insert flashings into reglets to form tight fit. Secure in place with plastic wedges at maximum 12 inches on center. Seal fleshings into reglets with sealant. E. Secure flashings in place using concealed fasteners. Use exposed fasteners only in locations approved by Construction Manager. F. Lock Seam and seal all joints. G. Apply plastic cement compound between metal flashings and felt flashings. H. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles. 1. Solder metal joints watertight for full metal surface contact. After soldering, wash metal clean with neutralizing solution and rinse with water. 3.3 INSTALLATION A. Conform to SMACNA manua END. OF SECTION 07620.; SECTION 07724 ROOF HATCHES PART 1 GENERAL 1.1 SECTION INCLUDES A. Prefabricated roof hatches, with integral support curbs, operable hardware, and counterflashings. 1.2 RELATED SECTIONS A. Section 06100 - Rough Carpentry: Wood curbs. B. Section 07620 -Sheet Metal Flashing and Trim: Flashing to roof system. C. Section 09900 - Painting: Field painting. 1.3 REGULATORY REQUIREMENTS A. Underwriters' Laboratories Inc. (UL) and Factory Mutual (FM) requirements as applicable to fire rated roof hatches. 1.4 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Include general construction, configurations, finish, jointing methods and locations when applicable, and fastening methods. C. Submit manufacturer's installation instructions under provisions of Section 01300. PART 2 PRODUCTS 2.1 ROOF HATCHES A. Unit: Size indicated on Drawings, single leaf type. B. Curb: 14 gage galvanized prime painted steel, rigid insulation; integral cap flashing to receive roof flashing system; extended flange for mounting. C. Cover: 14 gage galvanized steel with one inch glass fiber insulation retained by 22 gage inner liner. Continuous neoprene or vinyl gasket to provide weatherproof seal. 07724 - 1 Hardware: Manufacturer's standard manually operated type with compression spring operators, positive snap latch with turn handles inside and out and padlock hasp inside; automatic hold -open arm with vinyl covered grip handle for easy release; cadmium plated finish. E. Hinges: Manufacturer's recommended type. 2.2 FABRICATION A. Fabricate free of visual distortions and. defects., Weld corners and joints. B. Provide for removal of condensation. Provide weathertight assembly. PART 3. EXECUTION 3.1 INSTALLATION A. Install in accordance with manufacturer's instructions. Coordinate with installation of roofing system and related flashings. Provide weathertight installation. B. Apply bituminous paint on metal surfaces of units in contact with cementitious materials and dissimilar metals. SECTION 07900 JOINT SEALERS PARTI GENERAL 1.1 SECTION INCLUDES A. Preparing sealant substrate surfaces. B. Sealant and backing materials. 1.2 RELATED SECTIONS A. Section 07620 - Sheet Metal Flashing and Trim: Sealants used in conjunction with metal flashings. B. Section 081 1 1 - Standard Steel Doors and Frames: Sealants used in conjunction with door frames. C. Section 08520 - Aluminum Windows: Sealants used in conjunction with aluminum windows. D. Section 08800 - Glazing: Sealants used in conjunction with glazing methods. 1.3 REFERENCES A. SWI (Sealing and Waterproofing Institute) - Sealant and Caulking Guide Specification. 1.4 SUBMITTALS A. Submit product data with indicated colors and samples under provisions of Section 01300. B. Submit product data indicating sealant chemical characteristics, performance criteria, limitations, color availability. C. Submit manufacturer's installation instructions under provisions of Section 01300. D. Submit manufacturer's certificate under provisions of Section 01400 that products meet or exceed specified requirements. 1.5 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum ten years documented experience. B. Applicator: Company specializing in applying the work of this Section approved by sealant manufacturer. C. Conform to Sealant and Waterproofing Institute requirements for installation. 07900 - I 1.6 FIELD SAMPLES A. Provide samples under provisions of Section 01300. B. Construct one field sample panel, 10 feet long, illustrating sealant type, color, and tooled surface. C. Locate where directed. D. Accepted panel may remain as part of the Work. 1.7 ENVIRONMETAL REQUIREMENTS A. Do not install solvent curing selants in enclosed building spaces. B. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation. 1.8 SEQUENCING AND SCHEDULING A. Coordinate the work of this Section with all Sections referencing this Section. 1.9 WARRANTY A. Provide three year warranty under provisions of Section 01700. B. Warranty: Include coverage of installed sealants and accessories which fail to? achieve air tight and watertight seal, exhibit loss of adhesion or cohesion, or do not cure. PART 2 PRODUCTS 2.1 SEALANTS A. Polysulphide Sealant: Two component, homogeneous mix, chemical curing, non - staining and non- bleeding, capable of continuous water immersion, in water, 2.2 ACCESSORIES A. Primer: Non- staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non - corrosive and non- staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Filler: Round, closed cell polyethylene foam rod; oversized 50 percent. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. 07900 - PART 3 EXECUTION 3.1 EXAMINATION A. Verify that joint openings are ready to receive work and field measurements are as shown on Drawings and recommended by manufacturer. B. Beginning of installation means installer, accepts existing substrate. 3.2 PREPARATION A. Clean and prime joints in accordance with manufacturer's instructions. B. Remove loose materials and other foreign matter which might impair adhesion of sealant. C. Verify that joint backing and release tapes are compatible with sealant. D. Perform preparation in accordance with ASTM C804 for solvent release sealants. E. Protect elements surrounding the work of this Section from damage or disfiguration. 3.3 INSTALLATION A. Install sealant in accordance with manufacturer's instructions. B. Measure joint dimension and size materials to achieve required width/depth ratios. C. Install joint backing to achieve a neck dimension no greaier than 1/3 the joint width. D. Install bond breaker where joint backing is not used. E. Apply sealant within recommended temperature ranges. Consult manufacturer when sealant cannot be applied within recommended temperature ranges. F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. G. Tool joints concave. 07900 3 3.4 CLEANING AND REPAIRING A. Clean work under provisions of Section 01700. B. Clean adjacent soiled surfaces. C. Prepair or replace defaced or disfigured finishes caused by work of this Section. 3.5 PROTECTION OF FINISHED WORK A. Protect finished installation under provisions of Section 01500. Protect sealants until cured. SECTION 08111 STANDARD STEEL DOORS AND FRAMES PART 1 GENERAL 1.1 SECTION INCLUDES A. Non -rated and fire rated steel doors and frames. 1.2 RELATED SECTIONS A. Section 08210 - Wood Doors. B. Section 08712 - Door Hardware. C. Section 09900 - Painting: Field painting of doors and frames. 1.3 REFERENCES A. ASTM E152 - Methods of Fire Tests of Door Assemblies. B. NFPA 80 - Fire Doors and Windows. C. SDI -100 - Standard Steel Doors and Frames. D. SDI -105 - Recommended Erection Instructions of Steel Frames. E. UL 10B - Fire Tests of Door Assemblies. 1.4 QUALITY ASSURANCE A. Conform to requirements of SDI -100. B. Fire rated frame construction to conform to UL 10B. C. Installed frame assembly to conform to NFPA 80 for fire rated class indicated on Drawings. 1.5 REGULATORY REQUIREMENTS A. Conform to applicable code for fire rated frames and doors. 1.6 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Indicate frame configurations, anchor types and spacings, location of cutouts for hardware, reinforcement, and shop applied finish. C. Indicate door elevations, internal reinforcement and closure method. D. Submit manufacturer's installation instructions under provisions of Section 01300. 08111 - 1 1.7 DELIVERY, STORAGE, AND PROTECTION A. Protect products under provisions of Section 01600. B. Protect doors and frames with resilient packaging. C. Break seal on -site to permit ventilation. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Ceco. B. Republic. C. Fenestra. D. Substitutions: Under provisions of Section 01600. 2.2 DOORS AND FRAMES A. Exterior Doors: SDI -I00 Grade III Model 3. B. Frames: 18 gage thick material, core thickness. 2.3 DOOR CORE A. Core: Polyurethane insulation. 2.4 ACCESSORIES A. Rubber Silencers: Resilient rubber. 2.5 PROTECTIVE COATINGS A. Primer: Zinc chromate type. 2.6 FABRICATION A. Fabricate frames as welded unit type. B. Fabricate frames and doors with hardware reinforcement plates welded in place. C. Prepare frame for silencers. Provide three single rubber silencers for single doors. D. Attach fire rated labels to each frame unit an door unit. E. Close top edge of exterior door flush with inverted steel channel closure. Seal joints watertight. 08111 - 2 2.7 FINISH A. Exterior Frames: 1.25 oz /sq ft galvanized. B. Primer: Baked on. PART 3 EXECUTION INSTALLATION A. Install frames in accordance with SDI -105. B. Install doors in accordance with DHI. C. Coordinate with Concrete and wallboard wail construction for anchor placement. D. Install roll formed Steel reinforcement channels between two abutting frames. Anchor to structure and floor. 3.2 TOLERANCES A. Maximum Diagonal Distortion: 1/16 .inch measured with straight edge, corner to .' corner. ADJUSTING AND CLEANING A. Adjust hardware for smooth and balanced door movement. SECTION 08210 WOOD DOORS PART 1 GENERAL 1.1 SECTION INCLUDES A. Wood doors fire rated and non- rated. 1.2 RELATED SECTIONS A. Section 081 1 1 - Standard Steel Doors and Frames: Steel frames. B. Section 08712 - Door Hardware. C. Section 08800 - Glazing. D. Section 09900 - Painting: Site finishing doors. 1.3 REFERENCES A. ANSI /NWMA I.S. 1 - Industry standard for Wood Flush Doors (Includes Standards 1. S. 1.1 through 1. 1. S. 1.7). B. ANSI A135.4 - Basic Hardboard. C. ANSI E90 - Measurement of Airborn Sound Transmission Loss of Building Materials. D. ASTM E152 - Methods of Fire Tests of Door Assemblies. E. AWI - Quality Standards of Architectural Woodwork Institute. F. NFPA 8 - Fire Doors and Windows. G. UL IOB - Fire Tests of Door Assemblies. 1.4 PERFORMANCE A. Acoustical Rating for Door and Frame Assembly: ASTM E90, minimum STC 35. 1.5 QUALITY ASSURANCE A. Conform to requirements of AWI Quality Standard Section 1300 and 1400, Premium Grade. B. Fire Door Construction: Conform to ULIOB. C. Installed Doors: Conform to NFPA 80 for fire rated class indicated. 08210 1.6 REGULATORY REQUIREMENTS A. Conform to applicable code for fire rated doors. 1.7 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Indicate door elevations, stile and rail reinforcement, and internal blocking for hardware attachment. C. Submit manufacturer's installation instructions under provisions of Section 01300. D. Submit manufacturer's certificate under provisions of Section 01400 that doors meet or exceed specified acoustic and fire rated requirements. 1.8 DELIVERY, STORAGE, AND PROTECTION A. Protect products under provisions of Section 01600. B. Protect doors with resilient packaging, sealed with heat shrunk plastic. Break seal on site to permit ventilation. 1.9 WARRANTY A. Provide ten year warranty under provisions of Section 01700. B. Warranty: Include coverage for delamination of facing, warpage, or manufacture defects, including repair, and replacement costs including refinishing. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Algoma Hardwoods, Inc. B. GlenMar Door Manufacturering Co. C. Weyerhaeuser Co. D. Substitutions: Under provisions of Section 01600. 2.2 DOOR TYPES A. Flush Interior Doors: 1 -3/4 inches thick, fire rated as indicated. 2.3 DOOR CONSTRUCTION (AWI QUALITY STANDARD) A. Solid, Non -Rated Core: AWI Section 1300, SCR -Stile and Rail. B. Solid, Fire Rated Core: AWI Section 1300, Type FD 1 -1/2 and FD 1/3. C. Stile and Rail Doors: AWI Section 1400, premium construction. 08210 - 2 2A FLUSH DOOR FACING A. Facing Quality: AWI premium grade. B. Flush Interior Door Veneer: Species wood, grain, and transparent finish. 2.5 ADHESIVES A. Interior Doors: AWI, Type 11. 2.6 FABRICATION A. Fabricate non -rated doors in accordance with requirements of AWI Quality Standards requirements. B. Fabricate fire rated doors in accordance with requirements AWI Quality Standards and UL requirements. Attach fire rating label to door edge. C. Provide flush doors with 1/2 inch thick edge strips of wood species to match face veneer. D. Provide minimum 5 inch head rail for doors scheduled to receive door closers. E. Premachine doors for finish hardware. F. Provide Z- or T- shaped metal astragals in one piece to UL requirements for double fire doors to ratings required. PART 3 EXECUTION 3.1 INSTALLATION A. Install doors in accordance with manufacturer's instructions. B. Machine cut relief for hinges and closers and coring for handsets and cylinders. C. Trim door width by cutting equally on both jamb edges. Trim fire door width from lock edge only, to a maximum of 3/16 inch. D. Trim door height by cutting equally top and bottom edges to a maximum of 3/4 inch. Trim fire door height at bottom edge only, to a maximum of one inch. E. Pilot drill screw and bolt holts. F. Prepare doors to receive finish hardware in accordance with AWI requirements. G. Conform to AWI requirements for fit tolerances. 08210 - 3 3.2 INSTALLATION TOLERANCES A. Maximum Diagonal Distortion: 1/16 inch: measured with straight edge, corner to corner. 3.3 ADJUSTING AND CLEANING A. Adjust door and hardware for smooth and balanced door movement. END OF SECTION {, SECTION 08305 ACCESS DOORS PART 1 GENERAL 1.1 SECTION INCLUDES A. Fire resistive rated and non-rated access doors and frames. 1.2 RELATED SECTIONS A. Section 03300 - Cast-In-Place Concrete. B. Section 04340 - Reinforced Unit Masonry Systems. C. Section 09260 - Gypsum Board Systems. D. Section 09900 - Painting: Field paint finish. 1.3 QUALITY ASSURANCE A. Manufacture fire rated access doors and frames to conform to UL requirements. B. Provide labels indicating rating. 1.4 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Include sizes, types, finishes, scheduled locations, and details of adjoining work. C. Submit manufacturer's installation instructions under provisions of Section 01300. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Babcock-Davis Hatchways, Inc. B. The Bilco Co. C. Dur-Red Products. D. Substitutions: Under provisions of Section 01600. 08305 - 1 2.2 ACCESS UNITS A. In Concrete: Model with indicated label fire rating. B. In Gypsum Board: Model with indicated label fire rating. C. In Metal Suspension Ceiling: Model with indicated label fire rating. 2.3 FABRICATION A. Fabricate frames and flanges of 16 gage steel and door panels of 14 gage steel. B. Weld, fill, and grind joints to assure flush and square unit. C. Hardware: 175 degree steel hinges with removable pin, screw driver slot, quarter turn cam lock. 2.4 FINISH A. Concrete and Masonry Locations: Hot- dipped galvanized. B. Gypsum Board Locations: Prime coat units with baked alkyd primer. C. Wet Locations: Stainless steel finish. PART 3 EXECUTION 3.1 INSPECTION A. Verify rough openings for door and frame are correctly sized and located.. B. Beginning of installation means acceptance of existing conditions. 3.2 INSTALLATION A. Install frame plumb and level in wall and ceiling openings. B. Position to provide convenient access to concealed work requiring access. C. Secure rigidly in place. SECTION 08311 SLIDING GLASS DOORS PART 1 GENERAL 1.1 SECTION INCLUDES A. Sliding doors and frames aluminum construction. B. Glass and glazing. C. Insect screens. 1.2 REFERENCES A. ANSI /AAMA 402.9 - Aluminum Sliding Glass Doors. B. ANSI /ASTM B22I - Aluminum -Alloy Extruded Bar, Rod, Wire, Shape, and Tube. C. ANSI /ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. D. ANSI /ASTM E283 - Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors. E. SIGMA No. 65 -7 -2 - Sealed Insulating Glass Units. 1.3 SYSTEM DESCRIPTION A. Install door unit to withstand live loads caused by wind pressure in accordance with UBC - 88 measured in accordance with ANSI /ASTM E330. B. Limit air infiltration through installed door unit to 0.06 cu ft /min /sq ft of unit surface area measured with a reference differential pressure of 0.03 inches water gauge according to ANSI /ASTM E283. C. Limit stile deflection to 1/200 or flexure limit of glass with full recovery of glazing materials, whichever is less. 1.4 QUALITY ASSURRANCE A. Manufacturer: Company specializing in fabrication of sliding doors with three years minimum experience. B. Fabricate door assembly in accordance with NWMA 1. S. 3. C. Fabricate glass units in accordance with SIGMA No. 65 -7 -2. 0831I 1.5 SUBMITTALS A. Submit shop drawings and product data under provisions of B. Indicate on shop drawings, dimensions of units and construction, details, and finish, method for achieving air to adjacent construction, anchorage methods and installation details. C. Provide product data on glass units, performance criteria and cuts of hardware and accessories. D. Submit manufacturer's installation instructions under 01300. Section 01300. openings, component and vapor barrier seal locations, hardware, tests and certificates, provisions of Section 1.6 WARRANTY A. Provide five year manufacturer's warranty under provisions of Section 01700. B. Warranty: Include coverage of insulated glass units from seal failure, interpane dusting or misting, and replacement of same. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Aluma -Glass Industires, Inc.; Model 900 Series Frost Guard. B. Substitutions: Under provisions of Section 01600. 2.2 DOOR COMPONENTS A. Style: horizontal sliding unit and one fixed unit. B. Nominal Size of Unit: Indicated on Drawings. C. Frame Material: Extruded thermally broken aluminum. D. Door Stile and Rails: Extruded thermally broken aluminum. E. Insect Screen: Rolled aluminum frame with insect mesh, size of operable glazed unit. F. Glass in Fixed Lights: Insulating tempered glass unit. G. Glass in Sliding Units: Insulating Tempered glass Unit. 08311 - 2 2.3 MATERIALS A. Extruded Aluminum: ANSI /ASTM B221; 6063T5 alloy and temper. B. Insulating Glass: Sealed double pane units, outer and inner panes of clear tempered glass, pane thickness determined by size and /or wind and suction loads, total unit thickness not Tess than I inch. C. Screening: 14/18 mesh, aluminum strands. D. Weatherstripping: Polypropylene pile type. E. Anchors: Corrosion resistant steel. 2.4 HARDWARE A. Pull handles: Manufacturer's standard type, lockable. B. Threshold: Extruded aluminum thermally broken, sloped to exterior. C. Bottom Rollers: Steel, adjustable. D. Limit Stops: Resilient rubber. 2.5 FABRICATION A. Fabricate door assembly to allow for adequate clearances and shim spacing around perimeter of assemblies to enable proper installation. B. Accurately and rigidly fit joints and corners. C. Match components to ensure continuity of line and design. D. Ensure joints and connections are flush, hairline, and waterproof. E. Apply coat of bituminous paint on concealed aluminum surfaces in contact with cementitious or dissimilar materials. F. Form sills and stools in one piece. Slope sills for wash. G. Assemble insect screen frames of rolled aluminum rectangular sections with mesh set into frame and secured. Fit frames with adjustable roller hardware. H. Size units to allow tolerances of rough framed openings, clearances, and shim spacing around perimeter of assemblies. I. Provide drainage to exterior for moisture entering joints and glazing spaces, and condensation occuring within framed construction. J. Install glass in fixed and sliding units in accordance with manufacturer's standard method. 08311 - 3 SECTION 08410 ALUMINUM ENTRANCES AND STOREFRONTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Aluminum doors, frames and glazed lights. B. Sloping glazed lights. C. Glass and infill panels. D. Door hardware. E. Anchors, brackets, and attachments. F. Perimeter sealant. 1.2 RELATED SECTIONS A. Section 07900 - Joint Sealers: Perimeter sealant and back -up materials. B. Section 08520 - Aluminum Windows: Individual aluminum windows. 1.3 REFERENCES A. ANSI /ASTM A36 - Structural Steel. B. ANSI /ASTM A386 - Zinc Coating (Hot -Dip) on Assembled Steel Products. C. ANSI /ASTM A446 - Steel Sheet, Zinc - Coated (Galvanized) by the Hot -Dip Process, Structural (Physical) Quality. D. ANSI /ASTM B221 - Aluminum -Alloy Extruded Bar, Rod, Wire, Shape, and Tube. E. ANSI /ASTM E283 - Rate of Air 'Leakage through Exterior Windows, Curtain Walls and Doors. F. ANSI /ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. G. ASTM B209 - Aluminum and Aluminum -Alloy Sheet and Plate. H. FS TT -P -3I - Paint, Oil: Iron Oxide, Ready Mixed, Red and Brown. 1. FS TT-P -641 - Primer Coating; Zinc Dust -Zinc Oxide (for Galvanized Surfaces). J. FS TT-P -645 - Primer, Paint, Zinc Chromate, Alkyd Type. 08410 - 1 1.4 PERFORMANCE A. System to provide for expansion and contraction within system components caused by a cycling temperature range of 170 F degrees without causing detrimental effects to system or components. B. Design and size members to withstand dead Toads and live loads caused by pressure and suction of wind as calculated in accordance with UBC 88 code. C. Limit mullion deflection to I /200, or flexure limit of glass with full recovery of glazing materials, whichever is Tess. D. Drain water entering joints, condensation occurring in glazing channels, or migrating moisture occurring within system, to exterior. E. Limit air infiltration through assembly to 0.06 cu ft /min /sq ft of assembly surface area, measured at a reference differential pressure across assembly of 0.3 inches water gage. F. System to accommodate, without damage to system ar components, or deterioration of perimeter seal: Movement within system; movement between system and perimeter framing components; dynamic loading and release of loads; and deflection of structural support framing. 1.5 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Include system and component dimensions; colors and finishes, components within assembly; framed opening requirements and tolerances; anchorage and fasteners; glass and infills; door hardware requirements;' and affected related work. C. Submit manufacturer's installation instructions under provisions of Section 01300. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver and handle system components under provisions of Section 01600. B. Store and protect system components under provisions of Section 01600. C. Provide wrapping or strippable coating to protect prefinished aluminum surfaces. 1.7 WARRANTY A. Provide three year manufacturer's warranty under provisions of Section 01700. B. Warranty: Cover complete system for failure to meet specified requirements. 08410 - 2 PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Aluminum Entrances: 1. Kawneer: Frame style - TriFab 11 450. B. Sloped Glazing: 1. Kawneer: Frame style - 1400 S.S. C. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS A. Extruded Aluminum: ANSI /ASTM B221; 6063 -T5 alloy, and temper. B. Sheet Aluminum: ASTM 8209 C. Steel Sections: ANSI /ASTM A36; shapes to suit mullion sections. D. Primer: FS TT- PP3I'; red, for shop application and field touch -up. E. Fasteners: Stainless steel. 2.3 FABRICATED COMPONENTS A. Entrance Frames: 1 -3/4 x 4-1/2 inch profile, flush glazing stops. B. Entrance Doors: 1 -3/4 inches thick, 5 -1/32 inch wide top rail, 5 -1/32 inch wide vertical stiles, 6 -17/32 inch wide bottom rail; bevelled glazing stops. C. Reinforced Mullion: 2 x 4 -1/2 inch profile of extruded aluminum cladding with internal reinforcement of steel shaped structural section. D. Sloped Glazing Frames: 2 -1/4 x 5 -1/4 inch profile of extruded aluminum. 2.4 GLASS AND GLAZING MATERIALS A. Glass, Infill Panels, and Glazing Materials: As specified in Section 08800. 2.5 HARDWARE A. Weatherstripping, Sill Sweep Strips, Thresholds, Hinges: Manufacturers' standard type to suit application. B. Threshold: Extruded aluminum, one piece per door opening, non -slip surface, handicapped type. C. Hinges: Offset butt type. D. Pull: G3 style. 08 410 - E. Panic Device: Paneline Exit Device. F. Closer: Overhead concealed. G. Security Lock: Cylinder furnished under provisions of Section 08712. H. Cylinder Lock: Thumb Turn on interior. 2.6 FABRICATION A. Fabricate doors and frames allowing for minimum clearances and shim spacing around perimeter of assembly, yet enabling installation. B. Shop fabricate sloped glazing framing componets in accordance with manufacturer's instructions. C. Rigidly fit and secure joints and corners with screw and spline or shear block Make joints and connections flush, hairline, and weatherproof. D. Develop drainage holes with moisture pattern to exterior. E. Prepare components to receive anchor devices. Fabricate anchorage items. F. Arrange fasteners, attachments, and jointing to ensure concealment from view. G. Prepare components with internal reinforcement for door hardware. 2.7 FINISHES A. Extruded Aluminum Surfaces: Anodized No. 40 Dark Bronze. B. Concealed Steel Items: Galvanized in accordance with ANSI /ASTM A386 to 2.0 oz /sq ft. Primed with iron oxide paint. C. Apply one coat of bituminous paint to concealed aluminum and steel surfaces in contact with cementitious or dissimilar materials. PART 3 EXECUTION 3.1 INSPECTION A. Verify wall openings and adjoining air and vapor seal materials are ready to receive work of this Section. B. Beginning of installation means acceptance of existing conditions. 3.2 INSTALLATION A. Install doors, frames, glazing and hardware in accordance with manufacturer's instructions. 08410 - 4 B. Use anchorage devices to securely attach frame assembly to structure. C. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent work. D. Coordinate attachment and seal of air and vapor barrier materials. E. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier. F. Install hardware using templates provided. G. Install glass and infill panels in accordance with Section 08800, using exterior dry method of glazing. H. Install perimeter sealant, backing materials, and installation requirements in accordance with Section 07900. I. Adjust operating hardware for smooth operation. 3.3 TOLERANCES A. Variation from Plane: 0.03 inches per foot maximum or 0.25 inches per 30 feet, whichever is less. B. Misalignment of Two Adjoining Members Abutting in Plane: 0.015 inches. 3.4 CLEANING A. Remove protective material from prefinished aluminum surfaces. B. Wash down exposed surfaces using a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean. C. Remove excess sealant by moderate use of mineral spirits or other solvent . acceptable to sealant manufacturer. SECTION 08520 ALUMINUM WINDOWS PART 1 GENERAL 1.1 SECTION INCLUDES A. Extruded aluminum windows with fixed and operating sash. B. Glass and glazing. C. Infill louvers. D. Operating hardware. E. Perimeter sealant. 1.2 RELATED SECTIONS A. Section 07900 - Joint Sealers: Perimeter sealant and back-up materials. B. Section 08410 - Aluminum Entrances and Storefronts. 1.3 REFERENCES A. ANSI /ASTM A36 - Structural Steel. B. ANSI /ASTM A167 - Stainless and Heat - Resisting Chromium - Nickel Steel Plate, Sheet, and Strip. C. ANSI /ASTM A386 - Zinc- Coating (Hot -Dip) on Assembled Steel Products. D. ANSI /ASTM B22I - Aluminum -Alloy Extruded Bar, Rod, Wire, Shape, and Tube. E. ANSI /ASTM E283 - Rate of Air Leakage through Exterior Windows, Curtain Walls, and Doors. F. ANSI /ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. G. ASTM B209 - Aluminum and Aluminum -Alloy Sheet and Plate. H. FS TT -P -31 - Paint, Oil: Iron -oxide, Ready Mixed, Red and Brown. I. FS TT -P -641 - Primer Coating; Zinc Dust -Zinc Oxide (For Galvanized Surfaces). J. FS TT -P -645 - Primer, Paint, Zinc - Chromate, Alkyd Type. 08520 - I 1.4 SYSTEM DESCRIPTION A. Windows with fixed and outward projecting side hinged opening sash. B. Fixed louver infill panels. 1.5 PERFORMANCE A. Window components to provide for expansion and contraction caused by a cycling temperature range of 170 F degrees without causing detrimental effects to components. B. Design and size members to withstand dead loads and live loads caused by pressure and suction of wind as calculated in accordance with UBC 88 code. C. Limit mullion deflection to 1/200, or flexure limit of glass with full recovery of glazing materials, whichever is Tess. D. Drain water entering joints, condensation occurring in glazing channels, or migrating moisture occurring within system, to exterior. E. Limit air infiltration through assembly to 0.06 cu ft /min /sq ft of assembly surface area, measured at a reference differential pressure across assembly of 0.3 inches water gage as measured in accordance with ANSI /ASTM E283. 1.6 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Include wall opening and component dimensions; wall opening tolerances required; anchorage and fasteners; affected related work; installation requirements. C. Submit manufacturer's installation instructions under provisions of Section 01300. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver and handle window units under provisions of Section 01600. B. Store and protect window units under provisions of Section 01600. 1.8 WARRANTY A. Provide five year manufacturer's warranty under provisions of Section 01700. B. Warranty: Cover complete window system for failure to meet specified requirements. 08520 - . . . PART 2 PRODUCTS 2.1 MANUFACTURERS A. Kawneer; Style, Trifab II 451. B. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS A. Extruded Aluminum: ANSI/ASTM B221; 6063 alloy, T5 temper. B. Sheet Aluminum: ASTM B209. 2.3 FABRICATED COMPONENTS A. Frames: Nominal 4-1/2 inches wide x 2 inches deep profile. B. Sills: .050 inch thick, broke formed aluminum; sloped for positive wash; slope depth for under sash. C. Louvers, Infill Panels: Extruded aluminum, anodized finish to match .window frames, Model C-186, AEL-42 core, and bird screens; manufactured by Reliable Metal Products. D. Operable Sash Weatherstripping: Nylon pile; permanently resilient, profiled to effect weatherseal. E. Fasteners: Stainless. 2.4 GLASS AND GLAZING MATERIALS A. Glass: Specified in Section 08800. 2.5 FABRICATION ..„ ' • • • „•" , I • •• , A. Fabricate windows allowing for minimum clearances and shim spacing around perimeter of assembly, yet enabling installation. B. Rigidly fit and anchor joints and corners. Accurately fit and secure corners tight. Make corner joints flush, hairline, and weatherproof. Seal corner joints with sealant. C. Develop drainage holes with moisture pattern to exterior. D. Prepare components to receive anchor devices. Fabricate anchorage items. E. Prepare components with internal reinforcement for operating hardware. 2.6 FINISHES A. Exposed Aluminum Surfaces: No. 40 Dark Bronze Anodizing. B. Apply one coat of bituminous paint to concealed aluminum surfaces in contact with cementitious or dissimilar materials. PART 3 EXECUTION 3.1 INSPECTION A. Verify wall openings and adjoining air and vapor seal materials are ready to receive work of this Section. B. Beginning of installation means acceptance of existing conditions. 3.2 INSTALLATION A. Install window frames, glass, glazing, and hardware in accordance with manufacturer's instructions. B. Use anchorage devices to securely attach frame to structure. C. Align window frame plumb and level, free of warp or twist. Maintain dimensional tolerances, aligning with adjacent work. D. Coordinate attachment and seal of air and vapor barrier materials. Install sill flashings. E. Pack fibrous insulation in shim spaces at perimeter to maintain continuity of thermal barrier. F. Install glass and infill panels in accordance with Section 08800, using exterior dry method of glazing. G. Install infill louvers with anodized aluminum sill flashing and perimeter sealant in accordance with manufacturer's instructions 08520. � H. Install perimeter sealant, backing materials, and installation requirements in accordance with Section 07900. 1. Adjust operable hardware for smooth operation and tight fit of sash. 3.3 CLEANING A. Remove protective material from prefinished aluminum surfaces. B. Wash down exposed surfaces using a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean. . Remove, excess sealant by moderate use of mineral spirits or other solvent . acceptable to sealant manufacturer. +IY 1.6 QUALITY ASSURANCE A. Manufacturers: Companies specializing in manufacturing door hardware with minimum three years experience. B. Hardware Supplier: Company specializing in supplying commercial door hardware with three years experience. C. Hardware Supplier' Personnel: Employ a qualified person to install the work of this Section. 08712 - I 1.7 REGULATORY REQUIREMENTS A. Conform to applicable code for requirements applicable to fire rated doors and frames. B. Conform to the applicable sections of Chapter 5 of NFPA 101. 1.8 SUBMITTALS A. Submit schedule and product data under provisions of Section 01300. B. Indicate locations and mounting heights of each type of hardware. C. Provide product data on specified hardware. D. Submit manufactuer's parts list, templets, and installation instructions under provisions of Section 01300. E. Submit manufacturer's certificate under provisions of Section 01400 that fire rated hardware meets or exceeds specified requirements. 1.9 OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data under provisions of Section 01700. B. Include data on operation hardware, lubrication requirements, and inspection procedures related to preventative maintenance. 1.10 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. • B. Store and protect products under provisions of Section 01600. C. Package hardware items individually; label and identify package with door opening code to match hardware schedule. D. Deliver keys to Construction Manager by security shipment direct from hardware supplier. E. Protect hardware from theft by cataloging and storing in secure area. 1.11 WARRANTY A. Provide five year warranty under provisions of Section 01700. B. Warranty: Include coverage of door closures. 1.12 EXTRA STOCK A. Provide ten extra key lock cylinders for each master key group under provisions of Section 01700. 08712 1.13 MAINTENANCE MATERIALS A. Provide special wrenchs and tools applicable to each different or special hardware component. B. Provide maintenance tools and accessories supplied by hardware component manufacturer. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Hinges: Hager Hinge Co. B. Spring Hinges: Bommer Industries. C. Latch Sets: Yale Security Products. D. Clyiner Locks: Yale Security Products. E. Exit Devices: Von Duprin Inc. F. Closers: Dorma Door Closers. G. Flush Bolts: Trimco /Triangle. H. Auto Flush Bolts: H. B. Ives. I. Viewer: H. B. Ives J. Door Guard: Ilco Unican Corp. K. Surface Bolts: H. B. Ives. L. Door Coordinator: Door Controls. M. Crash Stops: H. B. Ives. N. Closer Mounting Bracket: Door Controls. O. Electro Magnet: Dorma Door Closers. P. Gasketting: Pemko Manufacturer ing. O. Protection Plates: Trimco /Triangle. R. Door Stops: H. B. Ives. S. Exit Latches: Yale Security Products. T. Key Cabinets: Yale Security Products. U. Substitutions: Under provisions of Section 01600. 08712 - 3 2.2. KEYING A. Door Locks: 1. All locks to be construction master keyed. 2. New Grand Master Key System with 5 master keys. 3. New Emergency Master Key to operate all Guest Room locks. 4. Master Keys as follows: a. "A" Grand Master to operate all locks; 5 each. b. "AA" Master Key to operate all Commercal Area locks; 5 each. c. "AB" Operate all Guest Room locks an first floor; 5 each. d. "AC" Operate all Guest Room locks on second floor; 5 each. e. "AD" Operate all Guest Room locks on third floor; 5 each. f. "AE" Operate all Guest Room locks om fourth floor; 5 each. g. Emergency master keys; 5 each. h. CBOK (Construction block out) keys; 3 each. i. Construction master keys; 12 each. B. Supply 4 keys for each lock. 2.3 FINISHES A. Finishes identified in Schedule. PART 3 EXECUTION 3.1 INSPECTION A. Verify that doors and frames are ready to receive work and dimensions are as indicated on shop drawings. B. Verify that power supply is available to power operated devices. C. Beginning of installation means acceptance of existing conditions. 3.2 INSTALLATION • A. Install hardware in accordance , with manufacturer's instructions and requirements of ANSI /NFPA 80. B. Use the templates provided by hardware manufacturer. C. Conform to ANSI A117.1 for positioning requirements for the handicapped. 3.3 SCHEDULE A. Group 1: 1. I each Cylinder B. Group 2: 1. By door supplier. 1152 116IL I0B C. Group 3: 1. 2pr 2. 1 p 3. 2 each 4. 2 each 5. 2 each 6. 2 sets 7. 2 each D. Group 4: I. .5 pr 2. each 3. each 4. each 5. each 6. set E. Group 5: 1. .5 pr. 2. each 3. each 4. each 5. each 6. sets 7. each F. Group 6: 1. 3 pr 2. I each 3. I each 4. 2 each 5. Iset 6. 2 each G. Group 7: I. .5 pr 2. each 3. each 4. each 5. sets 6. each H. Group 8: I. .5 pr 2. each 3. each 4. each 5. each 6. each Spring Hinges Hinges Exit Latch Exit Latch Surface Bolt Gaskets Door Stops Hinges Exit Devices Cylinders Closer Threshold Gaskets Hinges Exit Devices Closer Closer Kickplates Gaskets Floor Stops Hinges Locksets Closer Flush Bolts Gaskets Floor Stops Hinges Locksets Closers Kickplates Gaskets Wall Stops Hinges Locksets Closers Kickplates Gaskets Wall Stops 08712 5 4310 4-1/2 x 4-1/2 10A BB 1 279 4-1/2 x 4-1/2 10A AU5328 380BN 497 10B (I -land icapped) CA5328 380AN 497 IOB 40B 10B 3" S88D -17' 64A IOB (Mount door top) BB 1279 4-1/2 X 4-1/2 NRP 10A 99TP 3I3AN SNB 1109 10B 604- COV -PA -BC -STAT SN 177AV -36" WSLS S88D-17' BB 1 279 4-1/2 x 4-1/2 10A 99TP -F-BE 313AN SND 604- COV -PA- STAT -SN 603 -COV- STAT -SN (Door No. 107 only.) 1024 8 x 34 10B S88D -17' WI213 ES IOB BB 1 279 4-1/2 x 4-1/2 10A CA5307 380AN 497 108 604- COV -PA -STAT SN W39I3 IOB S88D -20' W1213 ES 108 BB 1279 4-1/2 x 4-1/2 10A CA5307 380AN 497 108 604 -COV PA STAT SN 10248x3410B S88D -17' W 1 274 CCS 10B BB 1 279 4-1/2 x 4-1/2 10A CA5307 380AN 497 10B 603 -COV STAT SN 1024 8 x 34 10B S88D 17' (Doors III &I t ) W 1 274 CCS 10B I. Group 9: 1. 1.5 pr 2. I each 3. Ieach 4. 1 eack 5. 1 sets J. Group 10: I. 3pr 2. I each 3. 2 each 4. 2 each 5. Ise t 6. 2 each 7. I each 8. 2 each K. Group 11: 1. .5 pr 2. each 3. each 4. each 5. set 6. each 7. each L. Group 12: 1. 1.5 pr 2. 1 each 3. 1 each M. Group 13: I. .5 pr 2. each 3. each 4. each 5. sets 6. each N. Group 14: 1. 1.5 pr 2. I each 3. I each 4. I each 5. Iset 0. Group 15: I. (.5 pr 2. I each 3. I each 4. I each 5. I set Hinges Locksets Closers Kickplates Gaskets Hinges Lockset Closers Kickplates Gaskets Flush Bolts Threshold Door Stops Hinges Locksets Closer Kickplate Gaskets Threshold Wall Stop Hinges Lockset Door Stop Hinges Locksets Closers Kickplates Gaskets Wall Stops Hinges Locksets Crash Stop Threshold Gaskets Hinges Locksets Closer Kickplate Gaskets • 08712 8B1279 4-1/2 x 4-1/2 10A AU5302 380BN 497 108 26D 604 -COV PA STAT SN 1025 8 x 34 .050 32D S88D -I 7' BB 1279 4-1/2 x 4-1/2 IOA AUE720 2I 96H 108 603 -COV STAT SN 1024 8x34 106 S88D -20' W39I3 10B 414 -75DKB 72" LES 64A 10B (mount door top) BB 1279 4-1/2 x 4-1/2 10A AUE720 2196H 10B 603 -COV STAT SN 1024 8 x 34 106 S:.:0-17' 4I4 -75DKB 36" LES W 1 274 CCS IOB 1279 4-1/2 x 4-1/2 IOA CA5307 380AN 497 10B 64A IOB (Mount door top) BB1279 4 -1/2 x 4 -1/2 IOA CA5307 380AN 497 10B 603 -COV STAT SN 1024 8 x 34 106 S88D -171 W 1 274 CCS 106 1279 4-1/2 x 4-1/2 NRP 10A CA5705 497 I0B I I5B IOB 25-1/2" 177AV -36" WSLS S88D -17' BBI279 4 -1/2 x 4 -1/2 IOA CA5307 380AN 497 10B 603 -COV STAT SN 1024 8 x 34 108 588D -171 P. Group 16: 1. 3 pr 2. 1 each 3. (each 4. 2 each 5. I each 6. 2 each 7. I each 8. 1 each 9. Ise t 0. Group 17: 1. 1.5 PR 2. 1 each 3. I each 4. set R. Group 18: 1. I.5 pr 2. 1 each 3. Iset 4. 1 each S. Group 19: I. 1.5 pr 2. 1 each 3. I each T. Group 20: I. .5pr 2. each 3. each 4. each 5. set 6. each U. Group 21: 1. 3 pr 2. 1 each 3. I each 4. I each 5. 2 each 6. 2 each 7. 2 each 8. I set Group 22: 1. .5 pr 2. each 3. each 4. each 5. .each 6. sets Hinges Lockset Closer Flush Bolt Dummy Trim Armor Plate Wall Stop Floor Stop Gaskets Hinges Locksets Door Stops Gaskets Hinges Lockset Gaskets Wall Stop Hinges Locksets Wall Stop Hinges Lockset Closer Kickplate Gaskets Wall Stop Hinges Door Coordinator Lockset Auto Flush Bolt Closer Mounting Closers Electro Magnets Gaskets Hinges Exit Devices Closers Kickplates Wall Stops Gaskets BB 1279 4-1/2 x 4-1/2 10A CA5707 497 10B 603 -COV STAT SN (Active leaf) W3919 IOB CA755 19B 1025 42" x 28" .05 32D W 1 274 CCS 10B WI2I3 ES IOB S88D -20' 1279 4-1/2 x 4-1/2 10A CA5307 380AN 497 10B 64A 10B S88D -17' 1279 4-1/2 x 4-1/2 10A CA5707 497 IOB S88D -17' W 1 274 CCS 10B 1279 4-1/2 x 4-1/2 10A CA5302 380BN 497 10B W 1 274 CCS 10B BB1279 4 -1/2 x 4 -1/2 IOA CA5707 497 10B 603 -COV STAT SN 1024 8 x 32 10B S88D -17' W1274 CCS 10B BB 1 279.4- I /2 x 4-1/2 10A 660 USP CA530I 380BN 497 10B 556 BIOB 60I AB USP 604 -COV PA STAT SN EM504 24V STAT S88D -20' BB1279 4 -I /2 x 4 -1/2 IOA 99TP- F- BE -313AN SNB 603 -COV STAT SN 1024 8 x 34 10B W 1 274 CCS 10B S88D - 17' W. Group 23: I. .5 pr Hinges 2. each Locksets 3. each Closers 4. each Closers 5. sets Gaskets 6. each Kickplate X. Group 24: I. 1.5 pr Hinges BB 1279 4-1/2 x 4-1/2 IOA 2. 1 each Coordinators 660 USP 3. 1 each Locksets CA530I 380AN 497 IOB 4. 1 pr Auto Flush Bolts 556 BIOB 5. 2 each Closer Mounts 601 AB USP 6. 2 each Closers 604 -COV PA STAT SN 7. 2 each Electro Magnets EM504 24V STAT 8. 1 sets Gaskets S88D -20' BB 1279 4-1/2 x 4-1/2 10A CA5307 380AN 497 106 603 -COV STAT SN 604 -COV PA STAT SN (Doors 222, 322, 422) S88D -I 7' 1024 8 x 34 106 Y. Group 25: 1. 1.5 pr Hinges 2. 1 each Lockset 3. 1 each Closer 4. 1 each Threshold 5. 1 set Gaskets Z. Group 26: I. .5 pr Hinges 2. each Lockset 3. each Closer 4. each Kickplate 5. set Gaskets 6. each Wall Stop AA. Group 27: 1. .5 pr Hinges 2. each Locksets 3. each Locksets 4. each Viewer 5. each Door Guard 6. each Thresholds 7. each Door Shoe 8. sets Gaskets 9. each Door Stops BB 1279 4-1/2 x 4-1/2 I0A CA5705, 497 10B 604 -COV PA BC STAT SN 177AV -36" WSLS S88D -17' BB 1279 4-1/2 x 4-1/2 IOA CA5705 PA 497 106 603 -COV STAT SN 10248x34106 S88D -17' W 1 274 .CCS 10B 4310 4-1/2 x 4-1/2 10A CAE720 2196H 10B AUE720 2I96H IOB (Handicap) 7008 4 192 Dark Bronze 4I4DKB 34" LES 209AV 34" S88D -17' W 1274 CCS 108 AB. Group 28: I. .5 pr 2. .5 pr 3. each 4. each 5. each 6. each AC. Group 29: 1. I each 2. 50 each 3. 36 each 4. 191 each Hinges Hinges Locksets Wall Stops Door Stops Lockset 1279 4-1/2 x 4-1/2 P 1279 4-1/2 x 4-1/2 10A ( Door E) AU5302 380BN 497 I0B 26D (Door E) W 1 274 CCS 10B 64A I0B (Mount door top) CA5302 380AN 497 10B 26D Key Cab Chairman 450 key capacity Keybuild Master Keys as listed Master Key Charges Construction Master Key Charges. END OF SECTION SECTION 08800 GLAZING PART 1 GENERAL 1.1 SECTION INCLUDES A. Glass and glazing for windows, glazed walls, and doors. 1.2 RELATED SECTIONS A. Section 07900 - Joint Sealers: Sealant and back -up materials. B. Section 10800 - Toilet and Bath Accessories: Mirrors. 1.3 REFERENCES A. FGMA - Glazing Sealing Systems Manual. 1.4 QUALITY ASSURANCE A. Conform to Flat Glass Marketing Association (FGMA) Glazing Sealing Systems Manual for glazing installation methods. 1.5 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Provide structural, physical and environmental characteristics, size limitations, special handling or installation requirements. C. Provide data on glazing sealant. Identify colors available. 1.6 DELIVERY, STORAGE, AND PROTECTION A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. 1.7 WARRANTY A. Provide five year manufacturer's warranty under provisions of Section 01700. B. Warranty: Include coverage of sealed glass units from seal failure, interpane dusting or misting, and replacement of same. 08800 - I PART 2 PRODUCTS 2.1 GLASS MATERIALS A. Clear Glass (Type A): Float or plate; fully tempered; clear color; 1/4 inch thick minimum. B. Tinted Glass: (Type B): Float or plate; fully tempered; bronze color; 1/4 inch thick minimum. C. Wire Glass: (Type C): Clear, polished both sides; diagonal mesh of woven stainless steel wire of 1/2 grid size; 1/4 inch thick. D. Insulated Glass Units (Type D): Double pane units with edge seal; outer pane of bronze tinted, inner pane of clear; interpane space purged with dry hermetic air; total unit thickness of one inch. 2.2 GLAZING ACCESSORIES A. Setting Blocks: Neoprene; 70 -90 Shore A durometer hardness; 4 inch long x 3/8 inch wide x 1/4 high. B. Glazing Splines: Resilient polyvinylchloride extruded shape to suit glazing channel retaining slot; color to suit frame color. PART 3 EXECUTION 3.1 INSPECTION A. Verify surfaces of glazing channels or recesses are clean, free of obstructions, and ready for work of this Section. B. Beginning of installation means acceptance of substrate. 3.2 PREPARATION A. Clean contact surfaces with solvent and wipe dry. B. Seal porous glazing channels or recesses. C. Prime surfaces scheduled to receive sealant. 3.3 EXTERIOR DRY METHOD (PREFORMED GLAZING) A. Cut glazing spline to length; install on glass pane. Seal corners by butting tape and dabbing with butyl sealant. B. Place setting blocks at 1/4 points. 08800 - 2 ▪ Rest glass on setting blocks and push against fixed stop with sufficient pressure to attain full contact at perimeter of pane. • Install removable stops without displacement of glazing spline. Exert pressure . for full continuous contact. 3.4 CLEANING A. After installation, mark pane with an "X" by using plastic tape or removable. paste. • Remove glazing materials from finish surfaces. C. Remove labels after work is completed. END OF SECTION. 08800 • SECTION 09260 GYPSUM BOARD SYSTEMS PART 1 GENERAL 1.1 SECTION INCLUDES A. Metal stud wall framing. B. Metal channel ceiling framing. C. Acoustical Insulation. D. Gypsum board. E. Taped and sanded joint treatment. F. Texture ceiling finish. 1.2 RELATED SECTIONS A. Section 05400 - Cold- Formed Metal Framing. B. Section 081 1 1 - Standard Steel Doors and Frames. C. Section 08305 - Access Doors: Metal access panels. D. Section 09900 - Painting: Surface finish. E. Section 09955 - Vinyl -Clad Fabric Wall Covering. 1.3 REFERENCES A. ANSI /ASTM C36 - Gypsum Wallboard. B. ANSI /ASTM C475 - Joint Treatment Materials for Gypsum Wallboard Construction. C. ANSI /ASTM C630 - Water Resistant Gypsum Backing Board. D. ANSI /ASTM C645 - Non -Load (Axial) Bearing Steel Studs, Runners (track), and Rigid Furring Channels for Screw Application of Gypsum Board. E. ANSI /ASTM C646 - Steel Drill Screws for the Application of Gypsum Sheet Material to Light Gage Steel Studs. • F. ASTM C754 - Installation of Steel Framing Members to Receive Screw - Attached Gypsum Wallboard, Backing Board, or Water - Resistant Backing Board. G. ANSI /ASTM El 19 - Fire Tests of Building Construction and Materials. 09260 H. GA -201 - Gypsum Board for Walls and Ceilings. 1. GA -216 - Recommended Specifications for the Application and Finishing of Gypsum Board. 1.4 SYSTEM DESCRIPTION A. Shaft Wall: Perform to the following: 1. Fire Rating Requirements: 2 hour in accordance with UL. 1.5 QUALITY ASSURANCE A. Applicator: Company specializing in gypsum board systems work with 5 years documented experience. 1.6 REGULATORY REQUIREMENTS A. Conform to applicable code for fire rated assemblies. 1.7 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Provide product data on metal framing, gypsum board, joint tape, PART 2 PRODUCTS 2.1 FRAMING MATERIALS A. Studs and Tracks: ANSI /ASTM C645 or GA 201 and GA216: galvanized sheet steel, 26 gage thick, "C" shape, with serrated faces. B. Furring, Framing, and Accessories: ANSI /ASTM C645 or GA 201 and GA 216. C. Fasteners: ANSI /ASTM C514, C646, GA 201 and GA 216.0. D. Adhesive: ANSI /ASTM C557, GA 201 and GA216.0. 2.2 GYPSUM BOARD A. Fire Rated Gypsum Board: ANSI /ASTM C36; fire resistive and moisture resistive type, UL rated; 5/8 inch thick; maximum permissable length; ends square cut, tapered edges. B. Gypsum Sheathing Board: ANSI /ASTM C79; moisture resistant and fire resistant type; 1/2 inch thick; maximum permissible lengths; ends square cut; book tongue and grooved edges; water repellent paper faces. C. Exterior Gypsum Ceiling Board: Standard Fire rated type, 1/2 inch thick, maximum permissible length; ends square cut, tapered and beveled edges. 09260 - 2 2.3 ACCESSORIES A. Acoustical Sealant: Non- hardening, non- skinning, non - bleeding, for use in conjunction with gypsum board. B. Corner Beads: Metal. C. Edge Trim: GA 201 and GA 216; Type L bead. D. Joint Materials: ANSI /ASTM C475 or GA 201 and GA 216: reinforcing tape, joint compound, adhesive, water, and fasteners. E. Ceiling Texture: Spray Quick, medium finish, manufactured by Gold Bond. PART 3 EXECUTION 3.1 INSPECTION A. Verify that site conditions are ready to receive work and opening dimensions are as indicated on Drawings. B. Verify that concrete ceilings are ready to receive work. C. Beginning of installation means acceptance of substrate. 3.2 METAL STUD INSTALLATION A. Install studding in cccordance with ANSI /ASTM C754 or GA 201 and GA 216. B. Metal Stud Spacing: 16 inches on center. C. Partition Heights: Full height to floor or roof construction above. D. Door Opening Framing: Install 16 gage studs at door frames jambs. Install stud tracks on each side of opening, at frame head height between jamb studs and adjacent studs. E. Blocking: Weld metal plate blocking to studs. F. Coordinate installation of bucks, anchors, blocking, electrical and mechanical work which is to be placed in or behind partition framing. 3.3 WALL FURRING INSTALLATION A. Erect wall furring directly attached to concrete walls. B. Erect furring channels horizontally or vertically. Secure in place on alternate channel flanges at maximum 24 inches on center. C. Space furring channels maximum 16 inches on center, not more than 4 inches from. floor and ceiling lines and abutting walls. D. Erect free - standing metal stud framing tight to walls, attached by adjustable furring brackets in accordance with manufacturer's instructions. 09260 - 3 r 3.4 FURRING FOR FIRE RATINGS A. Install furring as required for fire resistance ratings. '1.5 SHAFT WALL INSTALLATION A. Shaftwall Framing: In accordance with manufacturer's installation instructions. 3.6 CEILING FRAMING INSTALLATION A. Install in accordance with manufacturer's instructions. B. Coordinate location of hangers with other work. C. Install ceiling framing independent of walls, columns, and above ceiling work. D. Reinforce openings in ceiling suspension system which interrupt main carrying channels or furring channels, with lateral channel bracing. Extend bracing minimum 24 inches past each end of openings. E. Laterally brace entire suspension system where required. 3.7 ACOUSTICAL ACCESSORIES INSTALLATION A. Install resilient channels at maximum 24 inches on center. Locate joints over framing members. B. Install acoustical sealant at gypsum board perimeter at: I. Metal Framing: Two beads. 2. Calk all penetrations of partitions by conduit, pipe, ductwork, rough -in boxes. 3.8 GYPSUM BOARD INSTALLATION A. Install gypsum board in accordance with GA 201 and GA 216. B. Erect single layer fire rated gypsum board vertically, with edges and ends occurring over firm bearing. C. Erect exterior gypsum sheathing board horizontally, with edges butted tight and ends occurring over firm bearing. D. Use screws when fastening gypsum board to metal furring or framing. E. Double Layer Applications: Secure second layer to first with fasteners. F. Erect exterior gypsum soffit board perpendicular to supports with staggered end joints over supports. G. Treat cut edges and holes in moisture resistant gypsum board and exterior gypsum soffit board with sealant. H. Place control joints to be consistent with lines of building spaces as directed. 09260 - 4 1. Place corner beads at external corners. Use longest practical lengths. Place edge trim where gypsum board abutts dissimilar materials. 3.9 JOINT TREATMENT A. Tape, fill, and sand exposed joints, edges, corners, openings and fixings, to produce surface ready to receive surface finishes. B. Feather coats onto adjoining surfaces so that camber is maximum 1/32 inch. C. Taping, filling, and sanding is not required at surfaces behind adhesive applied ceramic tile. 3.10 TOLERANCES A. Maximum Variation from True Flatness: 1/8 inch in 10 feet in any direction. 3.1 I TEXTURED FINISH A. Install textured finish in accordance with manufacturer's instructions. B. Prime gypsum board and concrete ceiling surfaces indicated to receive texture finish with one coat of alkyd enamel paint, allow to dry before installing textured finish. SECTION 09311 CERAMIC TILE FLOOR FINISH PART 1 GENERAL 1.1 SECTION INCLUDES A. Ceramic tile floor finish and base using the thinset application method. 1.2 RELATED SECTIONS A. Section 09312 - Ceramic Wall Tile Finish. B. Section 09331 - Quarry Tile Floor Finish. 1.3 REFERENCES A. ANSI /TCA A108.4 - Installation of Ceramic Tile with Water - Resistant Organic Adhesives. B. ANSI /TCA A118.3 - Chemical Resistant, Water Cleanable Tile- Setting and Grouting Epoxy. C. ANSI /TCA A136.1 - Organic Adhesives for installation of Ceramic Tile, Type I and Type 2. D. TCA /TCA A137.I - Specifications for Ceramic Tile. E. TCA (Tile Council of America) - Handbook for Ceramic Tile Installation. 1.4 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Submit product data indicating material specifications, characteristics, and instruction for using adhesives and grouts. C. Submit manufacturer's certification under provisions of S ction 01400 that products meet or exceed specified requirements. D. Submit maintenance data under provisions of Section 01700. E. Include recommended cleaning and stain removal methods, cleaning materials, and polishes and waxes. 1.5 QUALITY ASSURANCE A. Conform to ANSI /CTA A137.1. 09 311 1.6 QUALIFICATIONS A. Installer: Company specializing in applying work of this Section approved by product manufacturer. 1.7 PRE - INSTALLATION CONFERENCE A. Convene one week prior to commencing work of this Section, under provisions of Section 01039. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions. 1.9 ENVIRONMENTAL REQUIREMENTS A. Do not install adhesive in a closed, unventilated environment. B. Maintain 50 degrees F during installation of mortar materials. PART 2 PRODUCTS 2.1 TILE MATERIAL A. Ceramic Floor Tile: ANSI /ASTM A137.I, conforming to the following: Moisture Absorption: 0 to 0.5 percent Size As selected by Construction Manager Edge Square Surface Finish as selected by Construction and Color Manager B. Base: Match floor tile for moisture absorption, surface finish, and color. 2.2 ADHESIVE MATERIALS A. Epoxy Adhesive: ANSI /TCA A118.3 thinset bond type. 2.3 GROUT MATERIALS A. Grout: Cementitious type with latex additive. 09311 - 2 B. Vacuum clean existing substrate and damp clean. C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatness tolerances. D. Apply sealer and conditioner to surfaces as recommended by adhesive manufacturer. 3.3 INSTALLATION - THINSET METHOD A. Install adhesive, tile and grout in accordance with manufacturer's instructions. B. Lay tile to pattern indicated on Drawings. Do not uninterrupt tile pattern through openings. C. Cut and fit tile tight to pentrations through tile. Form corners neatly. Align floor, base joints. D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make joints watertight, without voids, cracks, excess mortar, or excess grout. E. Sound tile after setting. Replace hollow sounding units. F. Keep expansion or control joints free of adhesive or grout. Apply sealant to joints. G. Allow tile to set for a minimum of 48 hours prior to grouting. H. Grout tile joints. I. Apply sealant to junction of tile and dissimilar materials and at junction of dissimilar planes. 3.4 CLEANING A. Clean work under provisions of Section 01700. B. Clean tile surfaces. 3.5 PROTECTION A. Protect finished installation under provisions of Section 01500. B.. Do not permit traffic over finished floor surface for 48 hours after installation. � A. Section 09260 - Gypsum Board. B. Section 09311 - Ceramic Tile Floor Finish. C. Section 09331 - Quarry Ti le Floor Finish. 1.3 REFERENCES .3 REFERENCE A. ANSI /TCA A108.4 - Installation of Ceramic Tile with Water - Resistant Organic Adhesives. B. ANSI /TCA A108.5 - Ceramic Tile Installed with Dry -Set Portland Cement Mortar or Latex Portland Cement Mortar. C. ANSI A108.6 - Ceramic Tile Installed with Chemical Resistant, Water Cleanable Tile- Setting Epoxy. D. ANSI /TCA A1183 - Chemical Resistant, Water Cleanable Tile- Setting and Grouting Epoxy. E. ANSI /TCA Al 18.4 - Latex - Portland Cement Mortar. F. ANSI /TCA A136.I - Organic Adhesives for Installation of Ceramic Tile, Type 1 and Type 2. G. TCA /TCA A137.1 - Specifications for Ceramic Tile. H. TCA (Tile Council of America) - Handbook for Ceramic Tile Installation. 1.4 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Submit product data indicating material sp ecifications , characteristics , and instruction for using adhesives and grouts. C. Submit manufacturer's installation instructions under provisions of Section ( 01300. D. Submit maintenance data under provisions of Section 01700. E. Include recommended cleaning and stain removal methods, cleaning materials. 09312 - I 1.5 QUALITY ASSURANCE A. Conform to ANSI /CTA AI37.1. B. Conform to TCA Handbook for Ceramic Tile Installation. 1.6 QUALIFICATIONS A. Installer: Company specializing in applying work of this Section approved by product manufacturer. 1.7 PRE - INSTALLATION CONFERENCE A. Convene one week prior to commencing work of this Section, under provisions of Section 01039. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions. 1.9 ENVIRONMENTAL REQUIREMENTS A. Do not install adhesive in a closed, unventilated environment. B. Maintin 50 degrees F during installation of mortar materials. PART 2 PRODUCTS 2.1 TILE MATERIAL A. Ceramic Wall Tile: ANSI /ASTM A137.1, conforming to the following: Moisture Absorption 0.5 to 3.0 percent Size As selected by Construction Manager Edge Cushion Surface Finish As selected by Construction and Color Manager B. Wainscot Cap: Match wall tile for moisture arbsoption, surface finish, and color; bullnosed top edge. 2.2 ADHESIVE MATERIALS A. Organic Adhesive: ANSI /TCA A136.1, Type I or 2; thinset bond type. 09312 - 2.3 GROUT MATERIALS A. Grout: Cementitious type, resistant to shrinking. B. Color Admixture: Color as selected by Construction Manager. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive work. B. Beginning of installation means installer accepts condition of existing substrate. 3.2 PREPARATION A. Protect surrounding work from damage or disfiguration. B. Vacuum clean existing substrate and damp clean. C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatness tolerances. D. Apply sealer and conditioner to surfaces as recommended by adhesive manufacturer. 33 INSTALLATION - THINSET METHOD A. Install adhesive, tile, and grout in accordance with manufacturer's instructions. B. Lay tile to pattern indicated on Drawings. Do not uninterrupt tile pattern around openings. C. Cut and fit tile tight to pentrations through tile. Form corners neatly. Align floor, base joints. D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make joints watertight, without voids, cracks, excess mortar, or excess grout. E. Form integral angles coved and external angles bullnose. F. Sound tile after setting. Replace hollow sounding units. G. Keep expansion or control joints free of adhesive or grout. Apply sealant to joints. H. Allow tile to set for a minimum of 48 hours prior to grouting. I. Grout tile joints. J. Apply sealant to junction of tile and dissimilar materials and at junction of dissimiler planes. 09312 - 3.4 PROTECTION A. Prohibit activities near wall finish for 48 hours after installation. 3.5 CLEANING A. Clean work under provisions of Section 01700. Clean tile surfaces. SECTION 09331 QUARRY TILE FLOOR FINISH PART 1 GENERAL 1.1 SECTION INCLUDES A. Quarry tile floor and base, finish using the thinset application method. 1.2 RELATED SECTIONS A. Section 03300 - Cast -In -Place Concrete: Trowelling of floor slab for tile application. B. Section 09311 - Ceramic Tile Floor Finish. C. Section 09312 - Ceramic Tile Wall Finish. 1.3 REFERENCES A. ANSI /TCA A136.1 - Organic Adhesives for Installation of Ceramic Tile, Type 1 and Type 2. B. TCA /TCA A137.1 - Specifications for Ceramic Tile. C. TCA (Tile Council of America) - Handbook for Ceramic Tile Installation. 1.4 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Submit product data indicating material specifications, instruction for using adhesives and grouts. C. Submit manufacturer's certification under provisions of products meet or exceed specified requirements. D. Submit maintenance data under provisions of Section 01700. E. Include recommended cleaning and stain removal methods, cleaning materials, and polishes and waxes. 1.5 QUALITY ASSURANCE A. Conform to ANSI /CTA A137.1. B. Conform to TCA Handbook for Ceramic Tile Installation. 1.6 QUALIFICATIONS A. Installer: Company specializing in applying work of this Section approved by product manufacturer. characteristics, and Section 01400 that 09331 - I 1.7 PRE - INSTALLATION CONFERENCE A. Convene one week prior to commencing work of this Section, under provisions of Section 01039. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions. 1.9 ENVIRONMENTAL REQUIREMENTS A. Do not install adhesive in a closed, unventilated environment. B. Maintain 50 degrees F during installation of mortar materials. PART 2 PRODUCTS 2.1 TILE MATERIAL A. Quarry Tile:ANSI /ASTM A137.1, conforming to the following: Moisture Absorption 0 to 0.5 percent Size Edge As selected by Construction Manager ' Square Surface Finish As selected by Construction and Color Manager B. Base: Match quarry tile for moisture absoprtion, surface finish, and color; top edge bullnosed and internal corners.coved. 2.2 ADHESIVE MATERIALS A. Organic Adhesive: ANSI /TCA A136.1, Type 1 or 2; thinset bond type. 2.3 GROUT MATERIALS A. Grout: Cementitious type with latex additive. • B. Color Admixture: Color as selected by Construction Manager. 09331 - PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive work. B. Beginning of installation means installer accepts condition of existing substrate. 3.2 PREPARATION A. Protect surrounding work from damage or disfiguration. B. Vacuum clean existing substrate and damp clean. C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatness tolerances. D. Apply sealer and conditioner to surfaces as recommended by adhesive manufacturer. 3.3 INSTALLATION - THINSET METHOD A. Install adhesive, tile, and grout in accordance with manufacturer's instructions. B. Lay tile to pattern indicated on Drawings. Do not uninterrupt tile pattern through openings. C. Cut and fit tile tight to pentrations through tile. Form corners and bases neatly. Align floor, base joints. D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile. size. Make joints watertight, without voids, cracks, excess mortar, or excess grout. E. Sound tile after setting. Replace hollow sounding units. F. Keep expansion and control joints free of adhesive or grout. G. Allow tile to set for a minimum of 48 hours prior to grouting. H. Grout tile joints. I. Apply sealant to junction of tile and dissimilar materials and at junction of dissimilar planes. 3.4 CLEANING A. Clean work under provisions of Section 01700. B. Clean tile surfaces. 3.5 PROTECTION A. Protect finished installation under provisions of Section 01500. 3. Do not permit traffic over finished floor surface for 48 hours after installation. SECTION 09511 SUSPENDED ACOUSTICAL CEILINGS PART 1 GENERAL 1.1 SECTION INCLUDES A. Suspended system and seismic restraint system. B. Acoustical panels. C. Fire rated assembly with gypsum board boxes over light fixtures. D. Perimeter trim. 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Furnish special anchors or inserts for suspended system to Section 03200 for placement. 1.3 RELATED SECTIONS A. Section 08305 - Access doors. B. Section 15330 - Wet -Pipe Sprinkler Systems: Sprinkler heads in ceiling system. C. Section 15936 - Air Outlets and Inlets: Air diffusion devices in ceiling assembly. D. Section 16510 - Lighting fixrures: Light fixtures in ceiling system. 1.4 REFERENCES A. ANSI /ASTM C635 - Metal Suspension Systems for Acoustical Tile and Lay -In Panel Ceilings. B. ANSI /ASTM C636 - Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay -In Panels. C. UL - Underwriter's Laboratory Systems Ratings. 1.5 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturer of ceiling suspension systems and ceiling panels with three years minimum experience. B. Installer: Company with three years minimum documented experience. 1.6 REGULATORY REQUIREMENTS A. Conform to applicable code for fire rated assembly and combustibility requirements for materials. 09511 - 1 1.7 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Provide product data on metal grid system components, acoustic units. 1.8 ENVIRONMENTAL REQUIREMENTS A. Maintain uniform temperature of minimum 60 degrees F, and humidity of 20 to 40 percent prior to, during, and after installation. 1.9 SEQUENCING /SCHEDULING A. Do not install acoustical ceilings until building is enclosed, sufficient heat is provided, dust generating activities have terminated, and overhead work is completed, tested, and approved. B. Schedule installation of acoustic units after interior wet work is dry. 1.10 EXTRA STOCK A. Provide extra quanity of acoustic units under provisions of Section 01700. B. Provide 3 cartons of extra panels to Owner. PART 2 PRODUCTS 2.1 MANUFACTURERS - SUSPENSION SYSTEM A. Chicago Metallic. B. USG. C. Substitutions: Under provisions of Section 01600. 2.2 SUSPENSION SYSTEM MATERIALS A. Grid: ANSI /ASTM C635, intermediate duty, fire rated to one hour assembly, exposed T; components die cut and interlocking. B. Accessories: Stabilizer bars, splices, and edge moldings, hold down clips required for suspension grid system. C. Grid materials: Commercial quality cold rolled steel with galvanizing coating. D. Grid Finish: White. E. Support Channels and Hangers: Galvanized steel, size and type to suit application, to rigidly secure acoustic ceiling system with seismic restraint including integral mechanical and electrical components with maximum deflection of 1/360. 09511 - 2 2.3 MANUFACTURERS - ACOUSTIC UNITS A. Armstrong. B. USG. C. Celotex. D. Substitutions: Under provisions of Section 01600. 2.4 Acoustic Panels: Conforming to the following: 1. Size: 24 X 24 inches. 2. Thickness: 3/4 inches. 3. Composition: Mineral. 4. Light Reflectance: 75 percent. 5. NRC Range: .75 to .85. 6. STC Range: 25 to 29. 7. Fire Hazard Classification: 0/25/0. 8. Edge: Square. 9. Surface color: White. 10. Surface Finish: Non -directional fissured. 2.5 ACCESSORIES A. Gypsum Board: UL fire rated type; 5/8 inch thick, ends and edges square, paper faced. PART 3 EXECUTION 3.1 INSPECTION A. Verify that existing conditions are ready to receive work. B. Verify that layout of hangers will not interfere with other work. C. Beginning of installation means acceptance of existing conditions. 3.2 INSTALLATION A. Install system in accordance with manufacturer's instructions and as supplemented in this Section. B. Install fire rated system in accordance with requirements. C. Install system capable of supporting imposed loads to a delfection of 1/360 maximum. -D. Install after major above ceiling work is complete. Coordinate the location of hangers with other work. E. Supply hangers or inserts for installation to Section 03200 with instructions for their correct placement. 09511 - 3 F. Hang system independent of walls, columns, ducts, pipes, and conduit. Where carrying members are spliced, avoid visible displacement of face plane of adjacent members. Rivit heads to match color of grid. G. Seismic Restraint: In all areas larger than 144 square feet install a 12 foot X 12 foot bracing grid beginning at the perimeter grid members consisting of four No. 12 gage wires secured to the main runner within two inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degress from the cei ling plane. H. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest affected hangers and related carrying channels to span the extra distance. I. Center system on room axis according to reflected ceiling plan. J. Do not support components on main runners or cross runners. K. Do not eccentrically load system, or produce rotation of runners. L. Install edge molding at intersection of cei ling and vertical surfaces, using longest practical lengths. Miter corners. Provide edge moldings at junctions with other interruptions. M. Form expansion joints to accomodate plus a minus ane inch movement. Mainatin visual closure. N. Fit acoustic units in place, free from damaged edges or other defects detrimental to appearance or function. 0. Install acoustic units level, in uniform plane, and free from twist, warp, and dents. P. Install hold -down clips to retain panels tight to grid system. 0. Install light fixture boxes constructed of gypsum board above light fixtures in accordance with UL assembly requirements. R. Where pop rivits are used ensure they match color of grid members. 3.3 TOLERANCES A. Variation from Flat and Level Surface: 1 /S inch in 10 ft. B. Variation from Plumb of Grid Members Caused by Eccentric Loads: Two degress maximum. END OF SECTION 09511 - 4 SECTION 09650 RESILIENT FLOORING PART 1 GENERAL 1.1 SECTION INCLUDES A. Resileint base. 1.2 RELATED SECTIONS A. Section 09260 - Gypsum Board Systems: Wall materials to receive base. 1.3 REFERENCES A. ASTM E84 - Surafce Burning Characteristics of Building Materials. B. FS SS -W -40 - Wall Base: Rubber and Vinyl Plastic. 1.4 REGULATORY REQUIREMENTS A. Conform to applicable code for flame /fuel /smoke rating requirements. 1.5 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Provide product data on specified products, describing physical and performance characteristics, sizes, patterns. 1.6 OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data under provisions of Section 01700. B. Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning, stripping, and re- waxing. 1.7 ENVIRONMENTAL REQUIREMENTS A. Store materials for three days prior to installation in area of installation to achieve temperature stability. B. Maintain ambient temperature required by adhesive manufacturer three days prior to, during, and 24 hours after installation of materials. 1.8 EXTRA STOCK A. Provide 40 lineal feet of base of each material specified under provisions of Section 01700. 09650 - 1 PART 2 PRODUCTS 2.1 BASE MATERIALS A. Base: FS SS -W -40, Type II vinyl; Vinyl; 4 inches high; 1/8 inch thick; top set coved at resilient floor covering and toeless at carpet floor covering, premolded external corners. B. Base Accessories: Premolded end stops and external corners, of same material, size, and color as base. 2.2 ACCESSORIES /ADHESIVES /SEALERS A. Primers and Adhesives: Waterproof; of types recommended by flooring manufacturer. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces are smooth and flat with maximum variation of 1/8 inch in 10 feet, and are ready to receive Work. B. Beginning of installation means acceptance of existing substrate and site conditions. 3.2 PREPARATION A. Vacuum clean substrate. 3.3 INSTALLATION - BASE MATERIAL A. Fit joints tight and vertical. Maintain minimum measurement of 18 inches between joints. B. Miter internal corners. At external corners, use premolded units. At exposed ends use prempolded units. C. Install base on solid backing. Bond tight to wall and floor surfaces. D. Scribe and fit to door frames and other obstructions. 3.4 CLEANING A. Remove excess adhesive from floor, base, and wall surfaces without damage. B. Clean, seal, and wax base surfaces in accordance with manufacturer's instructions. END OF SECTION 09650 - SECTION 09686 CARPETING WITH CUSHION PART 1 GENERAL 1.1 SECTION INCLUDES A. Carpeting. B. Cushioned underlay. C. Accessories. 1.2 RELATED SECTIONS A. Section 01011 - Summary of Project: Owner furnished products. B. Section 03300 - Cast-In-Place Concrete: Floor substrate. 1.3 SUBMITTALS A. Submit shop drawings under provisions of Section 01300. B. Indicate seaming plan, method of joining seams, direction of carpet. 1.14 OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data under provisions of Section 01700. B. Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning. 1.5 QUALITY ASSURANCE A. Installer: Company with three years minimum documented experience. 1.6 ENVIRONMENTAL REQUIREMENTS A. Store material for one day prior to installation in area of installation to achieve temperature stabi 1 ity. PART 2 PRODUCTS 2.1 CARPET MATERIALS A. Carpet furnished by Owner. 2.2 CUSHION MATERIALS A. Cushion Underlay: Underlay furnished by Owner. 09686 1 2.3 ACCESSORIES A. Sub -Floor Filler: White premix latex; type recommended manufacturer. B. Carpet Gripper: Type recommended by carpet manufacturer to suit complete with attachment devices. C. Edge Strips: Metal type finish matching carpet. by carpet application; PART 3 EXECUTION 3.1 EXAMINATION A. Verify that substrate surfaces are smooth and flay with maximum variation in 1/4 inch in 10 ft and ready to receive work. B. Beginning of installation means acceptance of existing substrate and site conditions. 3.2 PREPARATION A. Remove sub -floor ridge and bumps. Fill low spots, cracks, joints, holes, and other defects with sub -floor filler. B. Apply, trowel, and float filler to leave smooth, flat, hard surface. C. Prohibit traffic until filler is cured. D. Vacuum floor surfaces. 3.3 INSTALLATION - CUSHION A. Install in accordance with manufacturer's instructions. B. Install cushion using maximum sized pieces. Securely adhere to subfloor. C. Lay out cushion so that carpet seams will not fall directly over seams. D. Butt edges firmly together and tight to edge of carpet gripper. Tape all joints. E. Remove air pockets and ridges and slightly stretch. Anchor securely around projections and contours. F. Install cushion on stair treads and lap over nosings. 3.4 INSTALLATION - CARPET A. Install in accrdance with manufacturer's instructions. 09686 - 2 B. Lay out rolls of carpet for approval by Construction Manager. C. Verify carpet matching before cutting and ensure minimal variation between dye lots. D. Double cut carpet, to allow proper seam and pattern match. Make cuts straight and true and unfrayed. E. Locate seams in areas of least traffic. F. Join seams by hot adhesive tape method. Form seams straight, not overlapped or peaked, and free of gaps. G. Lay carpet on floors with run of the pile in same direction of anticipated traffic. Lay carpet on stairs with the run of the pile in opposite direction of anticipated traffic to avoid peeking of backing at nosings. H. Do not change run of pile in any room where carpet is continuous through a wall opening into another room. Locate change of color or pattern between rooms under door centerline. 1. Cut and fit carpet around interuptions. J. Where wall bases are scheduled, cut carpet 1/4 inch from walls to allow for possible re- stretching. Fit carpet tight to vertical interruptions, leaving no gaps. K. Lay carpet tight and flat to subfloor, well fastened at edges, with a uniform appearance. Provide monolithic color, pattern, and texture match within any one area. L. Install one piece gripper edging strips where carpet terminates at other floor coverings and to vertical surfaces. Where splicing cannot be avoided, seam ends tight and flush. 3.5 CLEANING A. Remove access adhesive from floor, base, and wall surfaces without damage. B. Clean and vacuum carpet surfaces. 3.6 PROTECTION A. Prohibit traffic from carpet areas for 24 hours after installation. END OF SECTION 09686 - SECTION 09690 CARPET TILE PART 1 GENERAL 1.1 SECTION INCLUDES A. Carpet tiles, glue down adhesion. 1.2 RELATED SECTIONS A. Section 03300 - Cast -In -Place Concrete: Floor substrate surface. B. Section 09686 - Carpeting With Cushion: Carpet with underlay. 1.3 REFERENCES A. AATCC (American Association of Textile Colorists and Chemists) 30 - Fungicides, Evaluation of Textiles, Mildew and Rot Resistance of Textiles. B. AATCC 100 - Antimicrobial Finishes on Fabrics. C. AATTC 138 - Shampooing; Washing of Textile Floor Covering. 1.4 PERFORMANCE REQUIREMENTS A. Maximum Static Electricity Charge: 3 Kv at 20 percent RH and 70 degrees F. B. Antibacterial Treatment: Plant treated carpet fiber, conforming to the following: 1. Bacteria Reduction: Minimum 85 percent when tested to AATCC 100. 2. Fungus Growth: Maximum 20 percent when tested to AATCC 30. 3. Durability of Treatment: No bacteria or fungus growth after 10 shampoo cleaning cycles, when tested to AATCC 138. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide data on specified products, describing physical and performance characteristics; sizes, patterns, colors available, and method of installation, and antimicrobial treatment. C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements and antimicrobial treatment criteria. 1.6 MAINTENANCE DATA A. Submit under provisions of Section 01700. B. Maintenance Data: Provide spot removal, maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning and shampooing. 09690 - 1 1.7 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturering the products specified in this Section with minimum three years documented experience. B. Installer: Company specializing in performing the work of this Section approved by manufacturer. 1.8 REGULATORY REQUIREMENTS A. Conform to applicable code for carpet flammability requirements. 1.9 ENVIRONMENTAL REQUIREMENTS A. Store materials for three days prior to installation in area of installation, to achieve temperature stability. B. Maintain minimum 70 degrees F ambient temperature three days prior to, during, and 24 hours after installation of materials. PART 2 PRODUCTS 2.1 CARPET TILE A. Carpet Tile: Fu m fished by Owner. 2.2 ACCESSORIES A. Sub -floor Filler: White premix latex; type recommended by carpet manufacturer for specific substrate material. B. Primers and Adhesives: Permanent, of types recommended by carpet manufacturer. C. Edge Strips: Metal type, finish matching carpet tile. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that substrate surfaces are smooth and flat with maximum variation of 1/8 inch in 10 ft. B. Verify concrete floors are dry to a maximum moisture content of 7 percent; and do not exhibit alkalinity, carbonization, or dusting. C. Beginning of installation means acceptance of existing substrate. 09690 - 2 • 3.2 PREPARATION A. Remove sub -floor ridges and bumps. Fill low spots, cracks, and other defects with sub -floor filler. B. Apply, trowel, and float filler to leave smooth, flat hard surface. C. Prohibit traffic until filler is cured. D. Vacuum floor surface. 3.3 INSTALLATION A. Install carpet tile and adhesive in accordance with manufacturer's instructions. B. Integrate and blend carpet from different cartons to insure minimal variation in color match. C. Cut carpet tiles straight. Fit carpet tight to intersection with vertical surfaces without gaps. D. Lay out carpet tiles to linear pattern. E. Locate change of color or pattern between rooms under door centerline. 3.4 CLEANING A. Remove excess adhesive from floor, base, and wall surfaces. B. Clean and vacuum carpet surfaces. 3.5 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Section 01500. B. Do not permit traffic over unprotected : floor surfaces for 24 hours after installation. END OF SECTION SECTION 09900 PAINTING PART 1 GENERAL 1.1 SECTION INCLUDES A. Prepare surfaces which are to receive finish. B. Finish surfaces as indicated in schedule at end of this Section. 1.2 MOCKUP A. Before proceeding with paint application, finish one complete surface of each color scheme required, under provisions of Section 01400, clearly indicating selected colors, finish texture, materials, and workmanship. B. If approved, sample area will serve as a minimum standard for work throughout building. 1.3 DELIVERY, STORAGE, AND HANDLING A. Deliver paint materials under provisions of Section 01600 in sealed original labelled containers, bearing manufacturer's name, type of paint, brand name, color designation and instructions for mixing and /or reducing. B. Provide adequate storage facilities. Store paint materials at minimum ambient temperature of 45 degrees F in well ventilated area. C. Take precautionary measures to prevent fire hazards and spontaneous combustions. 1.4 ENVIRONMENTAL REQUIREMENTS A. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture contents of surfaces are below following maximums: 1. Plaster and gypsum wallboard: 12 percent. 2. Masonry, concrete and concrete block: 12 percent. 3. Interior Located Wood: 15 percent. 4. Concrete Floors: 7 percent. B. Ensure surface temperatures or the surrounding air temperature is above 40 degrees F before applying finishes. Minimum application temperatures for latex paints for interior work is 45 degrees F and 50 degrees F for exterior work. Minimum application temperature for varnish finishes is 65 degrees F. C. Provide adequate continuous ventilation and sufficient heating facilities to maintain temperatures above 45 degrees F for 24 hours before, during and 48 hours after application of finishe . D. Provide minimum 15 foot candles of lighting on surfaces to be finished. 09900 - 1 1.5 EXTRA STOCK A. Leave on premises under provisions of Section 01700, where directed by Construction Manager not less than one gallon at each color used. B. Containers to be tightly sealed and clearly labelled for identification. PART2 PRODUCTS 2.1 MATERIALS A. Paint, Varnish, Stain, Enamel, Lacquer and Fillers: Type and brand listed herein or equivalent products. B. Paint Accessory Materials: (Linseed oil, shellac, turpentine and other materials not specifically indicated herein but required to achieve the finishes specified) of high quality and approved manufacturer. C. Paints: Ready -mixed except field catalysed coatings. Pigments fully ground maintaining a soft paste consistency, capable of readily and uniformly dispersed to a complete homogeneous mixture. D. Paints to have good flowing and brushing properties and be capable of dry or curing free of streaks or sags. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive work of this Section. B. Do not commence until any condition that may potentially affect proper application have been corrected. C. Verify that masonry surfaces have all mortar joints properly and evenly tooled D. Beginning of work means installer accepts existing conditions. 3.2 PROTECTION A. Protect elements surrounding the Work of this Section from damage or disfiguration. Repair damage as a result of inadequate or unsuitable protection. B. Furnish sufficient drop cloths, shields, and protective equipment to prevent spray or droppings from fouling surfaces not being painted and in particular, surfaces within storage and preparation area. C. Place cotton waste, cloths, and material which may constitute a fire hazard in closed metal containers and remove daily from site. 09900 - 2 D. Remove electrical plates, surface hardware, fittings and fastenings, prior to painting operations. These items are to be carefully stored, cleaned, and replaced on completion of work in each area. Do not use solvent to clean hardware that may remove permanent lacquer finish. 3.3 PREPARATION A. Remove mildew, by scrubbing with solution of tri -sodium phosphate and bleach. Rinse with clean water and allow surface to dry completely. B. Remove surface contamination from aluminum surfaces requiring a paint finish by steam, high pressure water, or solvent washing. Apply etching primer or acid etch. Apply paint immediately if acid etching. C. Remove dirt, oil, grease, and sand if necessary to provide adhesion key, when asphalt, or bituminous surfaces require a paint finish. Apply latex based sealer or primer. D. Remove dirt, grease, and oil from canvas and cotton insulated coverings. E. Remove contamination, acid etch, and rinse new concrete floors with clear water. Ensure required acid -alkali balance is achieved. Allow to thoroughly dry. F. Remove contamination from gypsum board surfaces and prime to show defects, if any. Paint after defects have been remedied. G. Remove surface contamination and oils from galvanized surfaces and wash with solvent. Apply coat of etching type primer. H. Remove surface contamination and oils from zinc coated surfaces and prepare for priming in accordance with metal manufacturer's recommendations. I. Remove dirt, loose mortar, scale, powder, and other foreign matter from concrete and concrete block surfaces which are to be painted or to receive a dear seal. Remove oil and grease with a solution of tri- sodium phosphate, rinse well and allow to thoroughly dry. J. Remove stains from concrete and concrete block surfaces caused by weathering of corroding metals with a solution of soldium metasilicate after being thoroughly wetted with water. Allow to thoroughly dry. K. Fill hairline cracks, small holes, and imperfections on plaster surfaces with patching plaster. Smooth off to match adjacent surfaces. Wash and neutralize high alkali surfaces where they occur. L. Remove grease, rust, scale, dirt, and dust from steel and iron surfaces. Where heavy coatings of scale are evident, removed by wire brushing, sandblasting, or any other necessary method. Ensure steel surfaces are satisfactory before paint finishing. M. Clean unprimed steel surfaces by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts and nuts are similarly cleaned. Prime surfaces to indicate defects, if any. Paint after defects have been remedied. 09900— 3 N. Sand and scrape shop primed steel surfaces to remove loose primer and rust. Feather out edges to make touch -up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. 0. Wipe off dust and grit from miscellaneous wood items and millwork prior to priming. Spot coat knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried and sand between coats. Back prime interior and exterior woodwork. P. Remove dust, grit, and foreign matter from exterior wood siding which is to receive paint finish. Seal knots, pitch streaks, and sappy sections. Fill nail holes with exterior calking compound after prime coat has been applied. 0. Prior to finishing glue laminated beams, wash down surfaces with solvent and remove grease and dirt. 3.4 APPLICATIONS A. Apply each coat at proper consistency. B. Each coat of paint is to be slightly darker than preceeding coat unless otherwise approved by Construction Manger. C. Sand lightly between coats to achieve required finish. D. Do not apply finishes on surfaces that are not sufficiently dry. E. Allow each coat of finish to dry before following coat is applied, unless directed otherwise by manufacturer. F. Where clear finishes are required, ensure tint fillers match wood. Work fillers well into the grain before set. Wipe excess from the surface. G. Back prime exterior woodwork, which is to receive paint finish, with exterior primer paint. H. Back prime interior woodwork, which is to receive paint or enamel finish, with enamel undercoater paint. I. Back prime interior and exterior woodwork, which is to receive stain and /or varnish finish, with gloss varnish reduced 25 percent with mineral spirits. J. Prime top and bottom edges of wood and metal doors with enamel undercoat when they are to be painted. K. Prime top and bottom edges of wood doors with gloss varnish when they are to receive a stain or clear finish. 3.5 MECHANICAL AND ELECTRICAL EQUIPMENT A. Refer to mechanical and electrical Sections with respect to painting. B. Remove grilles, covers, and access panels for mechanical and electrical systems from location and paint separately. C. Finish paint primed equipment to color selected. D. Prime and paint insulated and bare pipes, conduits, boxes, insulated and bare ducts, hangers, brackets, collars and supports, except where items are plated or covered with a pre - finished coating. E. Paint interior surfaces of air ducts, convector and baseboard heating cabinets that are visible through grilles and louvers with one coat of flat black paint, to limit of sight line. Paint dampers exposed immediately behind louvers, grilles, convector and baseboard cabinets to match face panels. F. Paint exposed conduit and electrical equipment occurring in finished areas. Color and texture to match adjacent surfaces. G. Paint both sides and edges of plywood backboards for electrical equipment before installing backboards and mounting equipment on them. 3.6 CLEANING A. As work proceeds and upon completion, promptly remove paint where spilled, splashed, or spattered. B. During progress of work keep premises free from any unnecessary accumulation of tools, equipment, surplus materials, and debris. C. Upon completion of work leave premises neat and clean, to the satisfaction of Construction Manager. 3.7 SCHEDULE - EXTERIOR SURFACES A. Wood - Painted I. One coat alkyd primer sealer. 2. Two coats alkyd enamel semi- gloss. B. Wood - Transparent I. One Coat stain. 2. Two coats sealer. C. Pavement Markings I. One coat chlorinated rubber paint, white. D. Concrete, Concrete Masonry I. One coat block primer. 2. One coat primer sealer latex. 3. Two coats latex, flat. 09900 - 5 E. Steel - Shop Primed I. Touch -up with zinc chromate primer. 2. Two coats alkyd enamel, semigloss. Steel - Galvanized: I. One coat zinc chromate primer. 2. Two coats alkyd enamel, semi- gloss. 3.8 ' SCHEDULE - INTERIOR SURFACES A. Wood - Painted I. One coat alkyd primer sealer. 2. Two coats alkyd enamel, semi- gloss. Wood - Transparent I. Filler coat (for open grain wood only). 2. One coat stain. 3. Two coats varnish, satin. . Concrete, Concrete Masonry I. One coat block filler. 2. One coat primer sealer latex. 3. Two coats latex, semi -gloss. Steel - Unprimed 1. One coat zinc chromate primer. 2. Two coats alkyd enamel semi- gloss. Steel - Primed I. Touch -up with original primer. 2. Two coats alkyd enamel, semi - gloss. Plaster, Gypsum Board I. One coat alkyd primer sealer. 2. Two coats alkyd enamel, semi-gloss. Insulation Coverings - Canvas and Cotton I. One coat alkyd primer sealer 2. Two coats alkyd enamel, semi - gloss. END OF SECTION 09900, SECTION 09955 VINYL - COATED FABRIC WALL COVERING PART 1 GENERAL 1.1 SECTION INCLUDES A. Surface preparation and prime painting. B. Wall covering. 1.2 RELATED SECTIONS A. Section 01011 - Summary of Project: Owner furnished materials. 1.3 QUALITY ASSURANCE . A. Applicator: Company specializing in installing wall fabrics with three years documented experience. 1.4 FIELD SAMPLES A. Provide samples under provisions of Section 01300. B. Provide a three panel field sample panel, full height, illustrating installed wall covering, joint seaming technique, and workmanship. C. Locate where directed. D. Accepted sample may remain as part of the work. 1.5 DELIVERY, STORAGE, AND HANDLING A. Inspect roll material on site to verify acceptance. B. Protect packaged adhesive from temperature cycling and cold temperatures. C. Do not store roll goods on end. 1.6 ENVIRONMENTAL REQUIREMENTS A. Provide continuous ventilation and heating facilities to maintain substrate surface and ambient temperatures above 60 degrees F, unless required otherwise by manufacturer's instructions. B. Do not apply adhesive when substrate surface temperature or ambient temperature is below 60 degrees F or relative humidity is above 40 percent. C. Maintian these conditions 24 hours before, during, and after installation of adhesive wall covering. 09955 - I PART 2 PRODUCTS 2.1 MATERIALS A. Wall Covering: Provided by Owner. B. Adhesive: Type recommended by wall covering manufacturer to suit application to substrate. C. Substrate Filler: As recommended by adhesive and wall covering maufacturer; compatable with substrate. D. Substrate Primer and Sealer: Alkyd enamel type. PART 3 EXECUTION 3.1 INSPECTION A. Verify that substrate surfaces are ready to receive work, and conform to requirements of the wall covering manufacturer. B. Verify flatness tolerance of surfaces does not vary more than 1/8 inch in 10 feet nor vary at a rate greater than 1/16 inch per running foot. C. Beginning of installation means acceptance of existing surfaces. 3.2 PREPARATION A. Fill cracks and irregularities with filler; sand smooth. B. Wash surfaces with tri- sodium phosphate, rinse and neutralize; wipe dry. C. Sand glossy surfaces. Shellac marks which may bleed. D. Remove electrical, telephone, and wall plates and covers. E. Vacuum clean surfaces free of loose particles. F. Apply one coat of primer sealer to substrate surfaces. Allow to dry. Lightly sand smooth. Vacuum clean. 3.3 INSTALLATION A. Apply adhesive and wall covering in accordance with manufacturer's instructions. B. Use wall covering in pattern sequence. C. Razor trim edges on flat work table. Do not razor cut on gypsum board surfaces. D. Apply wall covering smooth, without wrinkles, gaps or overlaps. Eliminate air pockets and ensure full bond to substrate surface. Butt edges tight. E. Horizontal seams are not acceptable. 09955 - 2 .• • F. Do not seam within 2 inches of an internal corner, nor within 6 inches of an external corner. G. Install wall covering before installation of bases, cabinets, hardware, or items attached to or spaced slightly from wall surface. Do not install wall covering more tham 1/4 inch below top of resilient base. H. Cover spaces above and below windows, above doors, in pattem sequence from roll. I. Install termination trim. J. Remove excess wet adhesive from seam before proceeding to next wall covering sheet. Wipe clean with dry cloth. 3.4 CLEANING A. Clean wall coverings of excess adhesives, dust, dirt, and other contaminants. B. Replace wall plates and accessories removed prior to work of this Section. 3.5 PROTECTION A. Protect finished installation under provisions of Section 01500. END OF SECTION 099.55 - SECTION 10350 FLAGPOLES PART 1 GENERAL 1.1 SECTION INCLUDES A. Aluminum flagpoles. B. Ground mount. C. Halyards, and accessories. D. Crank operator. 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Furnish anchor devices and foundation tube sleeve to Section 03300 - Cast -In- Place Concrete: For placement. 1.3 RELATED SECTIONS A. Section 03300 - Cast -In -Place Concrete: Concrete base construction. 1.4 REFERENCES A. AASHTO M -36 - Corrugated Metal Culvert Pipe. B. ASTM B24I - Aluminum and Aluminum -Alloy Seamless Pipe and Seamless Extruded Tube. 1.5 SYSTEM DESCRIPTION A. Type: Ground set; fixed type. B. Pole Design: Cone tapered. C. Nominal Heights: 35 ft and 40 ft measured from top of base. D. Halyard: External type. 1.6 PERFORMANCE A. Pole With Flag Flying: Resistant without permanent deformation 100 miles/hr wind velocity, non - resonant, safety design factor of 2.5. 10350 1.7 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Indicate on shop drawings, detailed dimensions, base attachment details, anchor requirements, imposed loads. C. Provide product data on pole, accessories, and configurations. D. Submit manufacturer's installation instructions under provisions of Section 01300. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Spiral wrap flagpole with protective covering and pack in protective shipping tubes or containers. D. Protect flagpole and accessories on site from damage or moisture. PART 2 PRODUCTS 2.1 POLE MATERIALS A. Aluminum: ANSI /ASTM B221; 6063 alloy, T6 temper. 2.2 COMPONENTS AND ACCESSORIES A. Final Ball:Aluminum; 6 inch diameter. B. Truck Assembly: Cast aluminum; revolving; stainless steel ball- bearings, non - fouling. C. Cleats: 9 inch size, stainless steel, two per halyard. D. Cleat Box: Aluminum, with built -in hinge and hasp assembly, attached to pole with tamperproof screws inside box. E. Halyard: 5/16 diameter polypropylene, braided white. 2.3 MOUNTING COMPONENTS A. Foundation Tube Sleeve: AASHTO M -36, Corrugated 16 gage steel, galvanized, depth as indicated. B. Pole Base Attachment: Flush; aluminum base with base cover. C. Lightning Ground Rod: 60 inch long copper rod, 3/4 inch diameter. 10350 - 2 ' 2.4 POLE FABRICATION A. Outside Butt Diameter: 5 inches. 2.5 FINISHES A. Metal Surafces in Contact with Concrete: Asphaltic paint. B. Aluminum: Anodized to color selected. C. Final: Gold anodized finish. PART 3 EXECUTION 3.1 INSPECTION A. Verify concrete foundation is ready to recieve work and dimensions are as indicated on shop drawimgs. B. Beginning of installation means acceptance of existing conditions. 3.2 PREPARATION A. Coat portions of flagpole below grade and in contact with dissimilar materials with asphaltic paint. 3.3 INSTALLATION A. Install flagpole, base assembly, and fittings in accordance with manufacturer's instructions. B. Electrically ground flagpole installations. C. Fill foundation tube sleeve with sand and compact. 3.4 TOLERANCES A. Maximun Variation From Plumb: One inch. 3.5 ADJUSTING AND CLEANING A. Clean surfaces. B. Adjust operating devices so the halyard function smoothly. END OF SECTION 10350 - SECTION 10522 FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES PART 1 GENERAL 1.1 SECTION INCLUDES A. Fire extinguishers. B. Cabinets. C. Accessories. 1.2 RELATED SECTIONS A. Section 09900 - Painting: Field paint finish. 1.3 REFERENCES A. NFPA 10 - Portable Fire Extinguishers. 1.4 QUALITY ASSURANCE A Conform to NFPA 10 requirements for extinguishers. 1.5 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Include physical dimensions, operational features, color and finish, wall mounting brackets with mounted measurements, anchorage details, rough -in measurements, location, and details. C. Submit manufacturer's installation instructions under provisions of Section 01300. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Protect extinguishers from freezing temperatures. 1.7 ENVIRONMENTAL REQUIREMENTS A. Do not install extinguishers when ambient tempertures may cause freezing. 10522 PART 3 EXECUTION 3.1 INSPECTION A. Verify that surfaces are ready to receive work. B. Verify rough openings for cabinet are correctly sized and located in accordance with shop drawings. C. Beginning of installation means installer accepts existing conditions. 3.2 INSTALLATION A. Install cabinets plumb and level. B. Secure rigidly in place. C. Install in accordance with manufacturer's instructions. 3.3 ADJUST AND CLEAN A. Adjust cabinet doors and hardware to operate smoothly in accordance with manufacturer's instructions. B. Clean interior and exterior surfaces of cabinets, clean extinguishers and verify conditions of extinguishers are in accordance with NFPA 10 requirements. SECTION 10800 TOILET AND BATH ACCESSORIES PART 1 GENERAL 1.1 SECTION INCLUDES A. Toilet and bath, shower, washroom accessories and installation. 1.2 RELATED SECTIONS A. Section 01011 - Summary of Project: Owner fumished products. 1.3 REFERENCES A. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. 1.4 REGULATORY REQUIREMENTS A. Conform to State of Washington Handicapped code for installing work in conformance with ANSI Al 17.1. 1.5 SEQUENCING AND SCHEDULING A. Coordinate the work of this Section with the placement of internal wall reinforcement to receive anchor attachments. PART 2 PRODUCTS 2.1 PRODUCTS A. Toilet and Bath Accessories: Fumished by Owner. B. Refer to Schedule at end of Section. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that site conditions are ready to receive work and dimensions are as indicated on Drawings. B. Beginning of installation means acceptance of existing conditions. 3.2 PREPARATION A. Deliver inserts and rough -in frames to jobsite at appropriate time for building -in. B. Provide templates and rough -in measurements as required. C. Verify exact location of accessories for installation. 10800 - 1 3.3 INSTALLATION A. Install fixtures, instructions. accessories and items in accordance with manufacturer's B. Install plumb, and level, securely and rigidly anchored to substrate. 3.4 SCHEDULE OF OWNER FURNISHED MATERIAL A. Set No. 1 - Guest Room & Hospitality Suite Baths: 1. 47 each Tissue Dispenser FB 925 2. 47 each Paper Holder FB 970 3. 47 each TWL Shelf W /Bracket FB 1459 24" 4. 47 each DBL Robe Hook FB 1402 5. 47 each 24" Grab Bar FB 524SS 6. 47 each Shower Rod W /FLGS FB 160 5' 7. 47 each 1/4 inch float glass mirror in stainless steel counter top and extending from top of bock splash to ceiling. B. Set No. 2 - Handicap 1. 8each 8 each 8 Each 16 each 8 each Guest Room Baths: Tissue Dispenser 2. Paper Holder 3. TWL Shelf W/Bracket 4. DBL Robe Hook 5. Shower Rod W /FLGS 6. 16 each 24" Grab Bar HC (Behind toilet at tub) 7. 8 each HZ Tub Bar FB 5662 8. 8 each 1/4 inch float glass mirror in stainless steel counter top and extending from top of bock splash to ceiling. C. Set No. 3 - Public Area Rest Rooms: I. 2 each Twin Paper Holders FB 977 2. 2 each DBL Robe Hooks FB 1402 3. 2 each 24" Grab Bars HC FB 5624 4. 2 each 48" Grab Bars HC FB 5648 5. 1 each San l\tikn Dispenser 872 -.25 6. 1 each Napkin Disposal 827R Recessed 7. 2 each Soap Dispenser 304 -H -6 8. 2 each Ash Urn 215-8 9. 2 each Comb Unit 8029 -2 Semi -Rec 10. 2 each 1/4 inch float glass mirror in stainless steel counter top and extending from top of back splash to ceiling. D. Set No. 4 - Employee Toilet: 1. each Twin Paper Holder 2. each DBL Robe Hook 3. each Paper Tw I Dispenser 4. each Ash Tray 5. each Soap Dispenser 6. each Mirror FB 925 FB 970 FB 1459 24" FB 1402 FB 160 5' FB 5624 END OF SECTION 10800 - 2 FB 977 FB 1402 610 205 310 190 24' x 36' Franklin Franklin Frank lin Frank li n Frank lin Frank li n frame; full B B B B B width ti)f Franklin B Franklin B Franklin B Franklin B Franklin B Franklin 8 Franklin B frame; full width ,r,) Franklin B Franklin B Franklin B Franklin B McKinney M McKinney M McKinney M McKinney M McKinney M frame; full widthrpf Franklin B Franklin B McKinney M McKinney M McKinney M McKinney M SECTION 11112 WASHERS AND DRYING EQUIPMENT PART 1 GENERAL 1.1 SECTION INCLUDES A. Installation including connections to utilities. 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Furnish inserts and anchors to Section 03300 - Cast -In -Place Concrete for installation. 1.3 RELATED SECTIONS A. Section 01011 - Summary of Project: Owner furnished products. 1.4 QUALITY ASSURANCCE A. Installer: Companies specializing in installation of commercial washers and drying equipment with minimum three years experience. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store products under provisions of Section 01600. B. Store products clear of floor in a manner to prevent warping, twisting, or sagging. C. Coordinate size of access and route to place of installation. PART2 PRODUCTS 2.1 EQUIPMENT A. Commercial Washers: Furnished by Owner. B. Commercial Dryers: Furished by Owner. C. Provide rough -in hardware, supports and connections, attachment devices. PART 3 EXECUTION 3.1 INSPECTION A. Verify ventilation outlets, service connections, and supports are correct and in required location. B. Beginning of installation means acceptance of existing conditions. 3.2 INSTALLATION A. Use anchoring devices appropriate for equipment and expected usage. B. Install items in accordance with manufacturers' instructions. C. Insulate to prevent electrolysis between dissimilar metals. D. Sequence installation and erection to ensure mechanical and electrical connections are achieved in an orderly and expeditious manner. E. Coordinate work with others. 3.3 ADJUSTING AND CLEANING A. Adjust equipment and apparatus to ensure proper working order and conditions. B. Remove masking or protective covering from stainless steel and other finished surfaces. C. Wash and clean equipment. D. Polish glass, plastic, hardware and accessories, fixtures and fittings. 3.4 TESTING A. Test equipment. B. Individual performing testing shall be fully knowledgeable of all operating and service aspects of equipment. END OF SECTION SECTION 12600 FURNITURE AND ACCESSORIES PART 1 GENERAL 1.1 SECTION INCLUDES A. Installation including connections to utilities. 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Furnish inserts and anchors to Section 03300 - Cast -In -Place Concrete for installation. 1.3 RELATED SECTIONS A. Section 01011 - Summary of Project: Owner furnished products. 1.4 QUALITY ASSURANCCE A. Installer: Companies specializing in installation of commercial accessoreis services equipment with minimum three years experience. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store products under provisions of Section 01600. B. Store products clear of floor in a manner to prevent warping, twisting, or sagging. C. Coordinate size of access and route to place of installation. PART 2 PRODUCTS 2.1 EQUIPMENT A. Ice Machines: Furnished by Owner. B. Glass Washers: Furnished by Owner. C. Provide rough -in hardware, supports and connections, attachment devices. PART 3 EXECUTION 3.1 INSPECTION A. Verify ventilation outlets, service connections, and supports are correct and in required location. B. Beginning of installation means acceptance of existing conditions. 12600 - I 3.2 INSTALLATION A. Use anchoring devices appropriate for, equipment and expected usage. B. Install items in accordance with manufacturers' instructions. C. Insulate to prevent electrolysis between dissimilar metals. D. Sequence installation and erection to ensure mechanical and electrical connections are achieved in an orderly and expeditious manner. 3.3 ADJUSTING AND CLEANING A. Adjust equipment and apparatus to ensure proper, working order and conditions. B. Remove masking or protective covering from stainless steel and other finished surfaces. C. Wash and clean equipment. D. Polish glass, plastic, hardware and accessories, fixtures and fittings. 3.4 TESTING A. Test equipment. B. Individual performing testing shall be fully knowledgeable of all operating and service aspects of equipment. SECTION 14245 HYDRAULIC ELEVATORS - PASSENGER PART 1 GENERAL 1.1 SECTION INCLUDES A. Two operating elevator systems, hydraulic clyinder in buried casing. B. Two -Stop automatic push button operation; firefighter's operation elevator control system. C. Motor and pump, controllers, hoistway accessories, equipment and fittings. 1.2 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A. Section 09686 - Carpeting With Cushion: Carpet flooring in cab. 1.3 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Furnish elevator motor and pump anchors to Section 03300 for placement in concrete. B. Furnish special guide rail support brackets and anchors to Section 03300 for placement. 1.4 RELATED SECTIONS A. Section 01500 - power supply. B. Section 03300 foundation. . Construction Facilities and Temporary Controls: Temporary - Cast -In -Place Concrete: Concrete for elevator machine C. Section 03300 - Cast -In -Place Concrete: Concrete enclosed hoistway and pit. D. Section 05500 - Metal Fabrications: Pit ladder and sill supports. E. Section 08305 - Access Doors: Access doors. 1.5 REFERENCES A. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessable to and Usable by Physically Handicapped People. B. ANSI /ASME A17.1 - Safety Code for Elevators and Escalators. C. ANSI /ASTM A366 - Steel Sheet, Carbon, Cold - Rolled, Commercial Quality. D. ANSI /ASTM A446 - Steel Sheet, Zinc Coated (Galvanized by the Hot -Dip Process, Structrual (Physical) Quality. 14245 - I E. ANSI /ASTM B22I - Alunimum and Aluminum -Alloy Extruded Bar, Rod, Wire, Shape, and Tube. F. ANSI /AWS DI.I - Structural Welding Code. G. ANSI /NFPA 80 - Fire Doors and Windows. H. APA - American Plywood Association. 1. ASTM A36 - Structural Steel. J. ASTM A139 - Electric- Fusion (Arc) - Welded Steel Pipe (Sizes 4in. and Over). K. ASTM A167 - Stainless and Heat - Resisting Chromium - Nickel Steel Plate, Sheet, Strip. L. NEMA LD -3 - High Pressure Decorative Laminates. M. FS TT -P -641 - Primer Coating, Zinc Dust /Zinc Oxide (for Galvanized Surfaces). N. FS TT -P -645 - Primer, Paint, Zinc Chromate, Alkyd Type. 1.6 SYSTEM DESCRIPTION A. This Section includes two elevator systems; hydraulic type; buried cylinder and casing; with motor and pump adjacent to the hoistway. B. Characteristics of each elevator as follows: 1. Rated Net Capacity 2,500 lbs 2. Rated Speed 125 ft /min 3. Travel Distance (nominal) 25.5 ft 4. No. of Stops 4 5. No. of Openings 4 front 6. Nominal Platform Size 6' -8" X 4' -3" inches 7. Hoistway and Cab Entrance Frame Opening Size 3' -6" X 7' -0" 8. Door Type Single leaf 9. Door Operation Side opening; C. Program doors to open automatically when car arrives at floor. D. Include door protective devices consisting of movable, retractable safety edges, noiseless in operation and two photo - electric Tight rays which operate within invisible infared Tight range. 14245 - 2 E. Program door opening sequence to minimize car and hall door open and close times. Provide independently adjustable door open times. F. Program controls to minimise delays and the return of car to service, should doors be prevented from closing for a predetermined time. G. If doors are prevented from closing for approximately ten seconds because of an activated obstruction safety device, automatically disconnect door control device, allow doors to close slowly, and recycle until obstruction is cleared. H. Reminder "Door Close" signal inoperative when car is standing at dispatched terminal with doors open unless the elevator is operating on independent service. I. Special Operational Features: I. Independent operation; with key operated Fire - Fighter's operation. 2. Interconnect with building fire and smoke alarm. 3. Seismic Design: In accordance with applicable code. Include seismic acceleration sensors. Interconnect with elevator equipment controller. 1.7 TWO -STOP AUTOMATIC OPERATION A. Arrange operation so that momentary pressure of car button for opposite terminal dispatches car to that terminal. B. Allow call registered by momentary pressure of hall button at any time, to remain registered until car stops in response to that call at that landing. C. If hoistway door is not opened within a short interval after car has stopped at terminal, allow car to respond to call from other terminal if called. 1.8 FIREFIGHTER'S OPERATION A. Provide manual firefighter's operation in accordance with ANSI 517.1. B. Locate three -position keyed switch, with pilot light, illuminated when this operation is in effect, marked MANUAL /AUTOMATIC /RESET with key removable in OFF position only , marked FIREFIGHTER'S OPERATION - ELEVATORS, at street level of building in designated location. C. Do not permit sensing devices to respond to restore normal service. D. Furnish two position keyed switch with key removable in OFF position only, marked FIREFIGHTER'S OPERATION in each car, located in or adjacent to operating panel marked ON and OFF /CANCEL calls. E. Arrange multi- compartment elevators to conform to the following requirements: I. Locate key operated switch in main floor lobby served by lower compartment. 2. Locate means for placing lower compartment out of service adjacent to lower entrance and in view of each elevator entrance. 3. Locate key operated switch in lower compartment of elevator. F. Number cars at main floor using minimum 6 inches high, readily distinguished numbers. 14245 - 3 G. Deliver keys to Owner. 1.9 SYSTEM POWER REQUIREMENTS A. Elevator Equipment Power: Refer to Electrical Sections. B. Lighting Power: Refer to Electrical Sections. 1.10 REGULATORY REQUIREMENTS A. Manufacturer: Component specializing in manufacturing elevator equipment with ten years minimum documented experience. B. Installer: Employees and supervisors on payroll of elevator equipment manufacturer. C. Conform to ANSI.ASME A17.I and ANSI /IEEE C2 and as supplemented by this Section. D. Door and Frame Assemblies: ANSI /NFPA 80 and ANSI /UL 10B. E. Perform welding in accordance with ANSI /AWS DI.I. 1.1 1 REGULATORY REQUIREMENTS A. Conform to applicable code for manufacture and installation of elevator system. B. Conform to ANSI A17.1 and Washington Handicap Code for provisions for the physically handicapped. 1.12 TESTS A. Provide inspection and testing of each elevator system under provisions of Section 01400. B. Obtain required permits to perform tests. C. Perform tests required by regulatory agencies. D. Schedule tests with authority having jurisdiction and require Owner, and Construction Manager presence. 1.13 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Indicate the following minimum information on shop drawings: 1. Motor and hydraulic pump, valves, controller, motor generator, selector, gpvenor, and other component locations. 2. Car, guide rails, buffers, and other components in hoistway. 3. Rail bracket spacing and maximum loads on guide rails. 4. Reactions at points of support. 5. Weight of principal components. 6. Top and bottom clearance and overtravel of car and counterweight. 14245 - 4 7. Location of circuit breaker, switchboard panel or disconnect switch, light switch, and feeder extension points in machine room. 8. Locations in hoistway and machine room of traveling cables and connections for car Tight and telephone. 9. Location and size of trap doors and access doors. 10. Loads on hoisting beams. 11. Expected heat dissipation of elevator equipment in machine room. 12. Seismic design data certified by a Registered Professional Engineer. 13. Elevator control functions and operational description. C. Provide product data on the following items: 1. Signal and operationg fixtures, operating panels, and indicators. 2. Cab design and components. 3. Door and frame details. 1.14 OPERATING AND MAINTENANCE DATA A. Submit operation and maintenance data under provisions of Section 01700. B. Include description of elevator system's method of operation and control including motor and pump unit, door operation, signals, firefighter's service, and special or non - special features provided. C. Provide parts catalogs with complete list of equipment replacement parts with equipment description and identity numbers. D. Provide legible schematic of hydraulic piping and wiring diagrams covering electrical equipment installed, including changes made in final work, with symbols listed corresponding to identity or markings on both machine room and hoistway apperatus. E. Provide one copy of master electrical and hydraulic schematic, behind plastic or glass glazing, in metal frame, mounted on machine room wall. F. Provide one copy of lubrication chart, behind plastic or glass glazing, in metal frame, mounted on machine room wall. 1.15 PREINSTALLATION CONFERENCE A. Construction Manager will convene a preinstallation conference two weeks prior to commencing work of this Section, under provisions of Section 01039. B. Require attendance of persons directly involved with the work of this Section. C. Review schedule of installation, installation procedures and conditions, and coordination with related work. 1.16 WARRANTY A. Provide one year manufacturer's warranty under provisions of Section 01700. B. Warranty: Include coverage of elevator system controller, operating equipment and devices. 14245 - 5 1.17 MAINTENANCE SERVICE A. Furnish complete service and maintenance of elevator system and components during the construction Contract and for a preiod of three months after Date of Substantial Complettion. B. Examine monthly; clean, adjust, and lubricate all equipment. C. Maintain hydraulic fluid levels. Repair or replace parts whenever required. Use parts produced by the manufacturer of original equipment. D. Perform work without removing cars from service during peak traffic periods. E. Provide emergency call back service at all hours for this maintenance period. F. Maintain locally, near the place of work, an adequate stock of parts for replacement or emergency purposes, and have qualified installation personnel available to ensure the fulfillment of this maintenance service without unreasonable loss of time. G. Perform maintenance work using competent personnel, under the supervision and in the direct employ of the elevator manufacturer. H. Maintenance service shall not be assigned or transferred to any agent or subcontractor without the prior written consent of Owner. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Dover Elevator Systems Inc. Model Marquis 25 -H Hydraulic Passenger Elevator 2.2 MATERIALS A. Rolled Steel Sections, Shapes, Rods: ASTM A36. B. Casing: ASTM A139, Grade A steel. C. Sheet Steel: ANSI /ASTM A336; with manufacturer's standard finish. D. Stainless Steel: ASTM A167; No.4 finish. E. Aluminum: ANSI /ASTM B221; extruded alloy 6063 alloy with T6 temper; manufacturer's standard finish. F. Plywood: APA rated sheathing, span rating 32/16, Exposure I, sanded. G. Plastic Laminate: NEMA LD -3; color /pattern, surface finish selected by Construction Manager. H. Primer for Galvanized Surfaces: FS TT- P -64I. 1. Primer for Plain Steel Surfaces: FS TT -P -645. 14245 - 6 J. Primer for Wood Surfaces: Alkyd primer sealer. K. Finish Paint for Metal Surfaces: Alkyd enamel, Construction Manager. L. Finish Paint for Wood Surfaces: Alkyed enamel, Construction Manager. 2.3 EQUIPMENT A. Motors, Pumps, Valves, Regulators, Fluid Tank, Hydraulic Fluid, Controller, Controls, Buttons, Wiring, and Devices, Indicators: UL approved. B. Guide Rails, Spring Buffers, Attachment Brackets, and Anchors: Purpose designed, sized according to code with safety factors. C. Pump Housing: Sheet steel, acoustically insulated, removable. 2.4 ELECTRICAL COMPONENTS semi- gloss; semi - gloss, color selected by color selected by A. Fittings: Steel compression type for electrical metallic tubing. Fittings with set screws are acceptable only when a separate grounding conductor is also installed across the joint. B. Spare Conductors: Include 10 percent extra conductors and two pairs of shielded audio cables in travelling cables. C. Do not use armored flexible metal conduit as grounding conductor. D. Provide additional disconnect switches and wiring to suit machine room layout. E. Include wiring and connections to elevator devices remote from hoistway and between elevator machine rooms. 2.5 LUBRICATION A. Grease Fittings: For lubricating bearings requiring periodic lubrication. B. Grease Cups: Automatic feed compression type. C. Lubrication Points: Visible and easily accessible. 2.6 CAR FABRICATION A. Frame: Rigid rolled steel sections, braced, mounted on resilient isolators. B. Enclosure: Sheet steel panels attached to steel frame; sheet plywood inner liner. 2.7 CAB FARRICATION A. Floor, Walls, and Ceiling: 3/4 inch plywood, fire retardant treated surfaces and edges. Attach with flush mechanical fasteners. Provide double thickness floor sheathing. B. Flooring: Carpet, type specified in Section 09686. 14245 - 7 C. Walls: Fixed decorative plastic laminate on plywood. D. Base: Baked enamel on steel. recessed. E. Ceiling: Standard with manufacturer. F. Light Fixtures and Ventiation Fan: G. Control, Panel and Face Plate: Stainless steel with illuminating call buttons. H. Indicator Panel: Above door with illuminating position indicators. I. Bumper Rail: Stainless steel, spaced from wall. J. Pad Hooks: Stainless steel type, mounted in all cabs. K. Wall Mats: One set canvas covered, padded with cotton wadding fill material, sewn with piping edges; brass grommets spaced to match pad hooks spacing, covering front with cutout for control panel, side and rear walls. L. License Frame and Glass: Attached with tamper proof screws. M. Cab Doors: Baked 'enamel on steel; sandwich panel construction, flush design, construction. N. Cab Door Frames: Baked enamel on steel; of rolled profiles, welded comer design, smooth invisible joints. 0. Thresholds: Extruded aluminum type. 2.8 HOISTWAY ENTRANCES A. Hoistway Doors (Main Floor): Baked enamel on steel; of sandwich panel construction, flush design, rolled profiles, rigid construction. B. Hoistway Door Frames: Baked enamel on steel, of rolled profiles, welded corner design, smooth invisible joints. C. Door and Frame Construction: UL rated, with applicable fire rating; insulated sandwich panel construction. D. Weatherstrip hoistway door and ,frames to minimize audible noise by car movement imposed air pressure differential between hoistway and landing floors. 2.9 FINISHES A. Structural Metal Surfaces: Clean surfaces of rust, oil or grease, wipe clean with solvent; prime two coats. B. Machine Room Components: Clean and degrease; one coat primer; and, one coat enamel. C. Galvanized Surfaces: Clean with neutralizing solvent; prime one coat. 14245 - 8 ! D. Wood Surfaces Not Exposed to Public View: One coat primer and, one coat enamel. E. Baked Enamel on Steel: Clean and degrease metal surface; apply one coat of zinc primer sprayed and baked; two coats of semi -gloss enamel sprayed and baked; color indicated by Construction Manager. 2.10 MACHINE ROOM MONITORING PANEL A. Provide one mulitiple terminal block in a controller relay panel or selector, in location indicated on shop drawings, for connection of monitoring devices for: I. Hall car registration circuits. 2. Motor generator running circuits. 3. Up and down peak programming circuits. 4. Independent service switches. B. Label terminals and design for use with alligator test clips. C. Isolate and protect associated electrical components. 2.11 CAR OPERATING PANEL A. Provide one flush mounted operating panel per car; faceplate integral with front return panels containing illuminated call buttons corresponding to floors served, emergency stop switch, alarm button and DOOR OPEN DOOR CLOSE buttons; key operated light switch. B. Engraved words STREET EXIT in letters not less than 1/4 inch high in faceplate next to button corresponding to street floor. C. Position emergency stop switch and alarm button where they are unlikely to be accidentally activated and not more than 55 inches above car floor. D. Include service cabinet integral with front return panel with hinged door and lock in each car containing: I. Independent service switch. 2. Inspection switch. 3. Fan or blower switch. 4. Light switch. 5. Necessary additional operating switches. E. Locate a 110 V, 15 A receptacle below service cabinet. 2.12 HALL CONTROLS A. Hall Buttons: Illumunating type, one for originating up and one for originating down calls; one button only at terminating landings; marked with arrows, and Braille indications. B. Hall Position Indicators: Illuminating white up and green down arrows and Braille indications. 2.13 SEISMIC CRITERIA A. Design and assemble elevator equipment and components to withstand earthquake forces in accordance with applicable code. B. Include adjustable seismic trigger switches to operate elevators whenever predetermined level of seismic acceleration is detected: 1. Prevent idle elevators from starting. 2. Stop elevators at next available stop. 2.14 DESIGN FOR HANDICAPPED A. Comply with ANSI A117.1. B. Locate uppermost button in elevator cab control panel and center -line of telephone handset, not more than 54 inches above floor level. C. Include stainless steel handrails on three sides of car, with ends returned. D. Sound audible soft -tone signal when car is stopping or stopped at a floor. E. Where hall indicators with gangs are provided, sound gangs once for up stops and twice for down stops. F. In each cab provide Arabis numerals 5/8 inch in height raised 0.03 inch Braille numerals immediately to left of floor buttoms to identify floor. G. At each floor landing provide 2 inch floor numerals raised 0.03 inch on and adjacent to hall call buttons. PART 3 EXECUTION 3.1 INSPECTION A. Verify that hoistway, pit and machine room are ready for work of this Section. B. Verify shafts and openings are correct size and within tolerances. C. Verify location and size of machine room and position of machine foundation . bolts. D. Confirm electrical power is available and of correct characteristics. E. Report defects or deficiencies in writing. F. Beginning of installation means acceptance of conditions. 3.2 PREPARATION A. Arrange for temporary electrical power to be available for installation work and testing of elevator components. 14245 - 10 3.3 EXCAVATION AND BACKFILLING FOR CASING A. Excavate for plunger casing and hydraulic lines between plunger and remote machine room in accordance with Section 02222. Remove subsoil from site. Maintain shaft alignment of one inch from plumb. Fill over excavated shaft depth with lean concrete. B. Maintain shaft excavation free of water. C. Place plunger casing full depth of shaft. Align to 1/4 inch from plumb. Cut top of casing at hoistway pit slab elevation. D. Backfill around plunger and hydraulic lines between plunger and remote machine room casing with fill; placed in 24 inch lifts compacted to 95 percent. 3.4 INSTALLATION A. Install in accordance with ANSI /ASME A17.I. B. Install hoistway and machine room components. Connect equipment to building utilities. Install piping between hoistway plunger and pump unit. C. Provide conduit, boxes, wiring, and accessories within machine room, hoistway, and signal outlets. D. Mount motor and pump unit on vibration and acoustic isolators, on bed plate and concrete pad. Place machine on structural supports and bearing plates. Securely fasten to building supports. Prevent lateral displacement. E. Arrange equipment in machine room so functioning equipment and other equipment can be removed for repairs or replaced without dismanteling or removing other equipment components. Arrange equipment for clear passage to access door. Accomodate equipment in space indicated. F. Install guide rails using threaded bolts with metal shims and lockwashers under nuts. Compensate for expansion and contraction movement of guide rails. G. Accurately machine and align guide rails. Form smooth joints with machined splice plates. H. Bolt brackets to self drilling expansion shell anchors that will perform to four times the rated pull -out load. I. Field Welds: Chip and clean away oxidation and residue; wire brush weld; prime two coats. J. Coordinate installation of hoistway wall construction. K. Install hoistway door sills, frames, and headers in hoistway walls. Grout sills in place. Set entrances in vertical alignment with car openings and align with plumb hoistway lines. L. Fill hoistway door frames solid with grout. M. Adjust equipment for smooth and quiet operation. 14245 - 11 3.5 TOLERANCES A. Guide Rail Alignment: Plumb and parallel to each other ANSI /ASME A17.1. B. Cab Movement on Aligned Guide Rails: Smooth movement, lateral or oscillating movement or vibration. 3.6 FIELD QUALITY CONTROL A. Field inspection and testing will be preformed under provisions of Section 01400. B. Perform and meet tests required by ANSI /SAME A17.1. C. Supply instruments and execute specific tests. D. Furnish test and approval certificates issued by jurisdictional authorities. E. Provide two weeks written notice of date and time of tests. in accordance with with no preceptable F. Perform the following tests in the presence of the Construction Manager: 1. Test elevator system by carrying at least 6 persons up from main floor during a five minute period with maximum average time interval of 60 seconds between cars, with other car leaving main floor during same five minute period. 2. At an agreed time during warranty period, and with building normally occupied using normal building traffic, conduct tests to verify performance. Furnish event recording of all hall call registrations, time initiated, and response time throughout entire normal working day. 3. Time elevator travel between typical floors in not more than 30 seconds. Measure time from moment doors start to close until car has stopped level with next floor and doors are opening. 3.7 CLEANING A. Remove protective coverings from finished surfaces. B. Clean surfaces and components ready for inspection. 3.8 ADJUSTING A. Adjust for smooth acceleration and deceleration of car to provide passenger comfort. i. AUjust auors to open only car ianiiny where the cares ►eve►iiny or at rest. ine opening sequence may begin only when car is in the levelling zone. The car must be at rest substantially level with landing before the hoistway door is fully opened. C. Adjust automatic floor levelling feature at each floor to achieve an alignment of cab floor and landing floor within 1/8 inch from flush. 3.9 PROTECTION A. Protect finished installation under provisions of Section 01500. END OF SECTION SEC TI ON 14506 PART 1 GENERAL 1.1 SECTION INCLUDES A. Linen Chutes 1.2 WORK FURNISHED BUT INSTALLED UNDER OTHER SECTIONS A. Section 00300 - Cast -In -Place Concrete: Furnish anchors for casting into concrete. 1.3 SYSTEM DESCRIPTION A. Linen chutes for removing dirty linen from corridors. 1.4 QUALITY ASSURANCE A. Manufacturer: Company specializing in fabricating linen /trash chutes with minimum five years experience. B. Installer: Company specializing in installing products of this Section with minimum three years experience. 1.5 REFERENCES A. NFPA - National Fire Prevention Association. B. UL - Underwriters Laboratory Inc. 1.6 REGULATORY REQUIREMENTS A. Conform to applicable code for manufacture and installation of linen chute systems. 1.7 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Shop drawings indicating method of assembly, physical measurements of equipment and accessories, dimension tolerances required for shaft, anchorage, chute intake and discharge doors; water, power and alarm connections; finishes, and components. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliever products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Transport and store products in accordance with manufacturer's instructions. 14506 - D. Protect products from moisture, distortion, or physical damage. 1.9 WARRANTY A. Provide one year warranty under provisions of Section 01700. B. Warranty to cover material and labor to repair or replace components which fail to preform or indicate evidence of corrosion within warranty period. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Midland Metalcraft Corp. B. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS A. Chute: Aluminized steel, 16 gage thickness; 24 inches diameter size. 2.3 INTAKES A. Intake Doors: Stainless steel; UL Class "B" fable, side hinged, 20 x 20 inches size; hand operated and self closing. B. Trim: Stainless steel trim, 20 gage thickness, embossed "SOILED LINEN ". 2.4 DISCHARGE A. Hopper Discharge: Type D -TH, stainless steel, with top hinged "B" (able and fusible Zink hold -open. 2.5 CHUTE VENT A. Vent: Aluminum, full diameter size, extending 48 inches above roof with solid top, flashing, and bird screen. 2.6 ACCESSORIES A. Sprinklers: 1/2 inch IPS automatic sprinkler head at top floor and each floor below. B. Sanitizing System: Provide as follows: 1. One 3/4 inch IPS flushing spray head at top intake. 2. One sanitizer with proportioning value; one gallon container, plastic hose, and bracket. 3. Access Door: 12 x 12 inches size, "B" table for access to sanitizer. C. Floor Supports: Angle floor supports at each floor; 1 -1/2 x I -1/2 x 3 -/16 inch steel size. D. Baffles: Rubber back draft baffles at each intake, 1/8 inch thick. 14506 - 2 E. Through -Wall Door: Side hinged through -wall door at ground floor; 15 x 15 inches size. F. Automatic Chute Sanitizer: Model 15 "Verti- Spray" chute sanitizer to 'lower spraying head the lenth of chute to completely sanitize chute. Electric controls require 1/2 inch conduit connectors and 120 V AC power; water connection 1/2 inch IPS; back flow preventer. G. Heat /Smoke Detector: Provide detector for connection to building system. 2.7 FABRICATION A. Factory assembled with all joints welded. Lock - seamed spiral pipe for section with out doors; expansion joints at each floor. B. Intake doors bolt to throats formed into chute. C. Chute section to be flashed inside the section below; without bolts clips, or projections inside chute. D. Fabricate supporting frames to postion proper intake levels. E. Provide supports at discharge door and chute offsets. PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION A. Verify that shaft and openings are ready to receive work of this Section. B. Verfiy that openings are size shown on shop drawings and are level and plumb. C. Verify that uti lities are accessible and of size shown on shop drawings. 3.2 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Assemble chute in place, align and anchor. C. Connect to flushing water and fire sprinkler systems. D. Connect to electrical power and building alarm systems. E. Install roof top vent and flashing at roofing. END OF SECTION SECTION 15060 PIPE AND PIPE FITTINGS PART 1 GENERAL 1.1 SECTION INCLUDES A. Pipe, fittings, and connections. 1.2 RELATED SECTIONS A. Section 15140 - Supports and Anchors. B. Section 15100 - Valves. 1.3 REFERENCES A. ANSI /ASME 8163 - Malleable -Iron Threaded Fittings. B. ANSI /ASME B (6.22 - Wrought Copper and Bronze Solder -.hint Pressure Fittings. C. ANSI /ASTM A53 - Pipe, Steel, Black and Hot- Dipped Zinc - Coated, Welded and Seam Tess. D. ANSI /ASTM A74 - Cast Iron Soil Pipe and Fittings. E. ANSI /ASTM A120 - Pipe, Steel, Black and Hot - Dipped Zinc - Coated (Galvanized), Welded and Seamless, for Ordinary Uses. F. ANSI /ASTM A126 - Gray Iran Castings for Valves, Flanges and Pipe Fittings. G. ANSI /ASTM DI784 - Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. H. ANSI /ASTM DI788 - Rigid Acrylonitrile- Butadiene - Styrene (ABS) Plastics. 1. ANSI /ASTM D2564 - Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings. J. ANSI /ASTM D2729 - Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings. K. ANSI /ASTM D3I38 - Solvent Cements for Transition .hints Between Acrylonitrile- Butadiene- Styrene (ABS) and Poly (Vinyl Chloride) (PVC) Non- Pressure Piping Components. L. ANSI /AWS D.I.1 - Structural Welding Code. M. ANSI /AWWA CI II - Rubber Gasket Joints for Ductile Iran and Gray -Iron Pressure Pipe and Fittings. N. ANSI /AWWA CI51 - Ductile Iron Pipe, Centrifugally Cast in Metal Molds or Sand Lined Molds, for Water or Other Liquids. (5060 - 1 0. ANSI /AWWA C606 - Grooved and Shouldered Type Joints. P. ASTM B88 - Seamless Copper Water Tube. Q. ASTM C564 - Rubber Gaskets for Cast Iron Soil Pipe and Fittings. R. ASTM D2855 - Practice for Making Solvent - Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings. S. ASTM D3033 - Type PSP Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings. T. ASTM D3034 - Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings. U. ASTM D32I2 - Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals. V. CISPI No. 301 - Cast Iron Soil Pipe and Fittings for Hubless Cast Iron Sanitary System. W. FS WW -P -521 - Pipe Fittings, Flange Fittings, and Flanges: Steel and Malleable Iron (Threaded and Butt Welding) Class 150. 1.4 QUALITY ASSURANCE A. Welding Materials and Procedures: Conform to ASME Code and applicable State labor regulations. B. Employ certified welders in accordance with ASME Section 9. PART 2 PRODUCTS 2.1 PIPE AND TUBE A. Steel Pipe: ANSI /ASTM A53; black or galvanized; weight as scheduled. B. Cast Iron Soil Pipe: ANSI /ASTM A74; coated; service weight. C. Hubless Cast Iron Soil Pipe: CISPI 301. D. Cast Iran Water Pipe: ANSI /AWWA CI05, centrifugally cast. E. Ductile Iron Water Pipe: ANSI /AWWA C I51. F. Cast Iran Water Pipe Flanged: ANSI/AWWA C151. G. Copper Water Tube: ASTM B88, type and temper as scheduled seamless. H. PVC Plastic Pipe: ANSI /ASTM D 1784, Schedule 40. 1. PVC Plastic Sewer. Pipe: ASTM D3033, Type PSP, or D3034, Type PSM. 15060 - 2.2 PIPE AND TUBE JOINTS AND FITTINGS A. Steel Pipe Fittings: ANSI /ASME BI6.3. B. Cast Iron Pipe Fittings: ASTM C564, rubber gasket joints. ANSI /AWWA CI I I, rubber gasket joints. C. Copper Pipe Fittings: ANSI /ASME B1622, pressure fittings. D. Solvent for ABS Jointing: ASTM D2235. E. PVC Pipe Fittings: ANSI /ASTM D2729. F. Solvent for PVC Jointing: ANSI /ASTM D2564. G. Flexible Joints for Plastic Drain and Sewer Pipe: ASTM D3212. 2.3 UNIONS AND COUPLINGS A. Pipe Size 2 inches and Under: 150 psi malleable iron for threaded ferrous piping; bronze for copper or brass pipe soldered joints. B. Pipe Size Over 2 inches: 150 psi forged steel slip-on flanges for ferrous piping; bronze flanges for copper or brass piping; synthetic rubber gaskets for gas service; 1/16 inch thick preformed synthetic rubber banded to asbestos elsewhere. C. Grooved and Shouldered Pipe Ends: Malleable iron housing clamps to engage and lock, designed to permit some angular deflection, contraction and expansion; C -shape composition sealing gasket, steel bolts, nuts and washers; galvanized couplings for galvanized pipe. PART 3 EXECUTION 3.1 PREPARATION A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe. B. Remove scale and dirt, inside and outside, before assembly. C. Remove welding slag or foreign material from pipe and fitting materials. 3.2 STEEL PIPE CONNECTIONS A. Screw joint steel piping up to and including I-1/2 inch. Weld piping 2-1/2 inch and larger, including branch connections. Screw or weld 2 inch piping. B. Die cut screwed joints with full cut standard taper pipe threads with red lead and linseed oil or other non -toxic joint compound applied to make threads only. C. Use main sized saddle branch connections or directly connecting branch lines to mains in steel piping if main is one pipe size larger than the branch for up to 6 inch mains and if main is two pipe sizes larger than branch for 8 inch and larger mains. Do not project branch pipes inside the main pipe. 15060 - 3 3.3 CAST IRON PIPE CONNECTIONS A. Joints for Bell and Spigot Pipe: Neoprene gasketing system. B. Joints for Plain End Pipe: Gasket and clamp, mechanical fastener. C. Clamp water pipe at fittings with 3/4 inch rods, anchor and support. D. Use grooved mechanical couplings and fasteners only in accessible locations. E. ; Make connections to equipment and branch mains with unions. F. Provide non-conducting connections wherever jointing dissimilar metals in open systems. 3.4 STEEL PIPE CONNECTIONS A. Joints for Plain End Pipe: Neoprene gasket and clamp system. B. Joints for Threaded End Pipe: Coated with pipe lubricant compound. 3.5.: PLASTIC PIPE CONNECTIONS A. Form solvent joints in PVC pipe and fittings to ANSI /ASTM D2855. B. Make connections to equipment and branch mains with unions. 3.6 . COPPER PIPE CONNECTIONS A. Form hot soldered joints in copper, brass, or bronze fittings'with 95-5 solder. B. Make connections to equipment and branch mains with unions. END OF SECTION 106 PART 1 GENERAL I.I. SECTION INCLUDES A.. Gate valves. B. Globe or angle valves. C. Check valves. D. Plug cocks. E. Drain valves. F. Hose bibbs. 1.2 RELATED SECTIONS A. Section 15060 - Pipe and Pipe Fittings. B. Section 15175 - Tanks. C. Section 15375 - Standpipe and Fire Hose Equipment. 1.3 SUBMITTALS A. Submit copies of valve ordering schedule for approval before ordering valves. SECTION 15100 VALVES PART 2 PRODUCTS 2.1 MANUFACTURERS A. Provide valves of same manufacturer throughout where possible. Provide valves with manufacturer's name and pressure rating clearly marked on outside of body. VALVE CONNECTIONS A. Provide valves suitable to connect to adjoining piping as specified for pipe joints. Use pipe size valves. . B. Thread pipe sizes 2 inches and smaller. C. Flange pipe sizes 2 -1/2 inches and larger. D. Solder or screw to solder adaptors for copper tubing.: Use grooved body valves with mechanical grooved jointed piping. 15100 - 2.3 GATE VALVES A. Bronze, non- rising stem, inside screw, double wedge or disc, solder or screwed ends. B. Iron body, bronze trim, rising stem, OS &Y, solid wedge, flanged ends. 2.4 GLOBE OR ANGLE VALVES A. Bronze, rising stem, inside screw, renewable composition disc, solder or screwed ends. B. Iron body, bronze trim, rising stem, OS &Y, renewable composition disc, flanged ends. 2.5 CHECK VALVES A. Bronze, swing disc, solder or screwed ends. B. Iron body, bronze trim, swing disc, renewable disc and seat, flanged ends. C. Iron body, bronze trim, spring loaded, renewable composition disc, flanged ends. 2.6 PLUG COCKS A. Iron body, brass plugs and washers, air tested, solder or screwed ends. B. Iron body and plug, pressure lubricated type, flanged ends. 2.7 DRAIN VALVES A. Bronze compression stop with nipple and cap or hose thread. 2.8 HOSE BIBBS A. Bronze or red brass, replacable hexagonal disc, hose thread spout, chrome plated where exposed. B. Non - freeze type with recessed box hose thread spout, removable key. 2.9 PRESSURE RATINGS A. Unless otherwise indicated, use valves suitable for 125 minimum psig WSP and 450 degrees F and maximum 200 psig and 250 degrees F. B. Use valves for fire protection suitable for 175 psig WOG. 2.10 VALVE OPERATORS A. Provide suitable handwheels for gate, globe or angle, radiation and drain valves, and inside hose bibbs. B. Provide one plug cock wrench for every ten plug cocks sized 2 inches and smaller, minimum of one. Provide each plug cock sized 2 -1/2 inches and larger with a wrench, with set screw. I5100 - 2 PART ' .. EXECUTION 3.1 . INSTALLATION A. Install valves with stems upright or horizontal, not inverted. B.. Install gate valves for shut -off and isolating service, to isolate equipment, part of systems, or vertical risers. C. ' Install globe or angle valves for throttling service and control device or meter D. Use plug cocks for gas service. E. Provide drain valves . at main shut-off valves, and low points of piping an apparatus. SECTION 15140 SUPPORTS AND ANCHORS PART I GENERAL 1.1 SECTION INCLUDES A. Pipe, duct, and equipment hangers, supports, and associated anchors. B. Sleeves and seals. C. Flashing and sealing equipment and pipe stacks. 1.2 RELATED SECTIONS A. Section 15260 - Piping Insulation. B. Section 15280 - Equipment Insulation. C. Section 15310: Fire protection piping. D. Section 15410: Plumbing piping. 1.3 REFERENCES A. NFPA 13 - Standard for the Installation of Sprinkler Systems. B. NFPA 14 - Standard for the Installation of Standpipe and Hose Systems. 1.4 QUALITY ASSURANCE A. Supports for Sprinkler Piping: In conformance with NFPA 13. B. Supports for Standpipes: In conformance with NFPA 14. 1.5 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Indicate hanger and support framing and attachment methods. PART 2 PRODUCTS 2.1 PIPE. HANGERS AND SUPPORTS A. Hangers for Pipe Sizes 1/2 to 1 -1/2 Inch: Malleable iron, adjustable swivel, split ring. B. Hangers for Pipe Sizes 2 to 4 Inches and Cold Pipe Sizes 6 Inches and Over: Carbon steel, adjustable, clevis. C. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods; cast iron roll and stand for hot pipe sizes 6 inches and over. D. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook. E. Wall Support for Pipe Sizes 4 Inches and Over: Welded steel bracket and wrought steel clamp. F. Vertical Support: Steel riser clamp. G. Floor Support for Pipe Sizes to 4 Inches and All Cold Pipe Sizes: Cast iron adjustable pipe saddle, locknut nipple, floor flange, and concrete pier or steel support. H. Copper Pipe Support: Carbon steel ring, adjustable, copper plated. 1. Shield for Insulated Piping 2 Inches and Smaller: 18 gage galvanized steel shield over insulation in 180 degree segments, minimum 12 inches long at pipe support. J. Shield for Insulated Piping 2-1/2 Inches and Larger (Except Cold Water Piping): Pipe covering protective saddles. K. Shields for Insulated Cold Water Piping 2 -1/2 Inches and Larger: Hard block non - conducting saddles in 90 degree segments, 12 inch minimum length, block thickness same as insulation thickness. L. Shields for Vertical Copper Pipe Risers: Sheet lead. 2.2 HANGER RODS A. Steel Hanger Rods: Threaded both ends, threaded one ,end, or continuous threaded. 2.3 INSERTS A. Inserts: Malleable iron case of galvanized steel shell and expander plug for threaded connection with lateral adjustment, top slot for reinforcing rods, lugs for attaching to forms; size inserts to suit threaded hanger rods. 2.4 FLASHING A. Metal Flashing: 26 gage galvanized steel. B. Lead Flashing: 5 lb /sq ft sheet lead for waterproofing; one lb/sq ft sheet lead for soundproofing. C. Flexible Flashing: 47 mil thick sheet butyl; compatible with roofing. D. Caps: Steel, 22 gage minimum; 16 gage at fire resistant elements. 2.5 SLEEVES A. Sleeves for Pipes Through Non -fire Rated Floors: Form with 18 gage galvanived steel. I 5 I 4 0 - 2 B. Sleeves for Pipes Through Non -rated Beams, Walls, Footings, and Potentially Wet Floors: Form with steel pipe or 18 gage galvanized steel. C. Sleeves for Pipes Through Fire Rated and Fire Resistive Floors and Walls, and Fireproofing: Prefabricated fire rated sleeves including seals, UL listed. D. Sleeves for Round Ductwork: Form with galvanized steel. E. Sleeves for Rectangular Ductwork: Form with galvanized steel or wood. F. Fire Stopping Insulation: Glass fiber type, non- combustible. G. Calk: Of quality specified in Section 07900. 2.6 FABRICATION A. Size sleeves large enough to allow for movement due to expansion and contraction. Provide for continuous insulation wrapping. B. Design hangers without disengagement of supported pipe. C. Provide copper plated hangers and supports for copper piping. 2.7 FINISH A Prime coat exposed steel hangers and supports. Hangers and supports located in crawl spaces, pipe shafts, and suspended ceiling spaces are not considered exposed. PART 3 EXECUTION 3.1 INSERTS A. Provide inserts for placement in concrete formwork. B. Provide inserts for suspending hangers from reinforced concrete slabs and sides of reinforced concrete beams. C. Provide hooked rod to concrete reinforcement section for inserts carrying pipe over 4 inches. D. Where concrete slabs form finished ceiling, provide inserts to be flush with slab surface. E Where inserts are omitted, drill through concrete slab from below and provide thru -bolt with recessed square steel plate and nut recessed into and grouted flush with slab. 3.4 SLEEVES A. •• Set sleeves in position in formwork. Provide reinforcing around sleeves. B. Extend sleeves through floors one inch above finished floor level. Calk sleeves depth and provide floor plate. -`C. ' Where piping or ductwork penetrates floor, ceiling, or wall, close off space between pipe or duct and adjacent work with fire stopping insulation and calk, seal air tight. Provide close fitting metal collar or escutcheon covers at : both sides of penetration. Install chrome plated steel escutcheons at finished, surfaces. SECTION 15160 PUMPS PARTI GENERAL 1.1 SECTION INCLUDES A. This Section includes all pumps except where integral with a manufactured piece of equipment. B. Pump controls where self-contained. 1.2 RELATED SECTIONS A. Section 02720 - Storm Sewer Systems. B. Section 02140 - Dewatering. 1.3 SUBMITTALS A. Submit shop drawings under provisions of Section 01300. B. Submit certified pump curves showing pump performance characteristics with pump and system operating point plotted. Include NPSH curve when applicable. PART 2 PRODUCTS 2.1 MANUFACTURERS A. FLYGT. B. Hydromatic. C. Substitutions: Under provisions of Section 01600. 2.2 GENERAL A. Statically and dynamically balance rotating parts. B. Construction to permit complete servicing without breaking piping or motor connections. C. Pump connections to be flanged. ..D. Fumish a complete pumping system as manufactured by FLYGT Corp., Norwalk, or Connecticut. E. Pump system incudes pump and concrete enclosure as indicated with mounting stand, liquid level sensors, discharge piping, lifting chain, pedestal mount and cord sealing plate for Nemo IV enclosure box, fumish and install all hardware, anchoring bolts, guide bars, and brackets. I5160 - 1 ▪ Pump Intake: Provide I /8 inch mesh screen composed of noncorrosive material. . Provide Nema IVX enclosure box for pedestal of pump controller and mount as indicated on Drawings on pedestal. H. Provide sealed floor type liguid level sensors, FLYGT ENH -I0 as indicated. . Provide 3 position switch for AUTO -OFF - MANUAL -ON - OFF positions. Install in accordance with manufacturer's instructions. • All plumbing and mechanical components shall be in accordance with Uniform Plumbing Code and Uniform Mechanical Code. PART 3 EXECUTION 3.1 INSTALLATION A. Install pump in accordance with manufacturer's instructions. 3.2 PUMP SCHEDULE Service: Storm Drain System. Manufacturer: FLYGT Model: 8 Inch, standard, CP 3085/82, immpeller. code 436, 3 phase Capacity gpm: 235 Head ft: 17 - • • Pump Controls: FLYGT F -300 Power train: Thermal Magnetic CB Power disconnect and transfer: Main circuit breaker Pump failure indicator: Pump failure indication Enclosure: Nema 4X, pedestal mount Remarks: House pump in 72 inch manhole with hatch openings as indicated on Drawings. Manhole hatch is oversized to accommodate a larger pump in future. SECTION 15170 MOTORS PART 1 GENERAL 1.1 SECTION INCLUDES A. Single phase electric motors. B. Three phase electric motors 1.2 RELATED SECTIONS A. Section 15450 - Plumbing Equipment: Plumbing Pumps. B. Section 15623 - Forced Air Furnaces. C. Section 15671 - Air 'Cooled Condensing Units. D. Section 15781 - Packaged Roof Top Heating /Cooling Units. 1.3 REFERENCES A. AFBMA 9 - Load Ratings and Fatigue Life for Ball Bearings. B. AFMBA 11 - Load Ratings and Fatigue Life for Roller Bearings. C. ANSI /IEEE 112 - Test Procedure for Polyphase Induction Motors and Generators. D. ANSI /NEMA MG I - Motors and Generators. E. ANSI/ NFPA 70 - National Electrical Code. 1.4 OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data under provisions of Section 01700. B. Include assembly drawings, bearing data including replacement sizes, and lubrication instructions. 1.5 QUALIFICATIONS A. Manufacturer: Company specializing in manufacture of electric motors for air conditioning use, and their accessories, with minimum three years documented product development, testing, and manufacturing experience. 1.6 ,REGULATORY REQUIREMENTS A. Conform to applicable electrical code. B. Conform to local energy code. 1517.0 - I 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Sectiom 01600. C. Protect motors stored on site from weather and moisture by maintaining factory covers and suitable weather -proof covering. 1.8 GENERAL CONSTRUCTION AND REQUIREMENTS A. Electrical Service: Refer to Section 16480 for required electrical characteristics. B. Motors: Design for continuous operation in 40 degrees C environment, and for temperature rise in accordance with ANSI /NEMA MG I limits for insulation class, Service Factor, and motor enclosure type. C. Explosion -Proof Motors: UL approved and labelled for hazard classification, with over temperature protection. D. Visible Nameplate: Indicating motor horsepower, voltage, phase, cycles, RPM, full Toad amps, locked rotor amps, frame size, manufacturer's name and model number, Service Factor, Power Factor, efficiency. E. Electrical Connection: Conduit connection boxes, threaded for conduit. For fraction horsepower motors where connection is mode directly, provide screwed conduit connection in end frame. 1.9 SINGLE PHASE POWER - SPLIT PHASE MOTORS A. Starting Torque: Less than 150 percent of full load torque. B. Starting Current: Up to seven times full load current. C. Breakdown Torque: Approximately 200 percent of full Toad torque. D. Drip -proof Enclosure: Class A (50 degrees C temperature rise) insulation, NEMA Service Factor, prelubricated sleeve or ball bearings E. Enclosed Motors: Class A (50 degrees C temperature rise) insulation, 1.0 Service Factor, prelubricated ball bearings. 1.10 SINGLE PHASE POWER - PERMANENT -SPLIT CAPACITOR MOTORS A. Starting Torque: Exceeding one forth of full load torque. B. Starting Current: Up to six times full load current. C. Multiple Speed: Through tapped windings. D. Open Drip -proof or Enclosed Air Over Enclosure: Class A 50 degrees C temperature rise) insulation, minimum 1.0 Service Factor, prelubricated sleeve sleeve or ball bearings, automatic reset overload protector. I5170 - 1.11 SINGLE PHASE POWER - CAPACITOR START MOTORS A. Starting Torque: Three times full load torque. B. Starting Current: Less than five tims full load current. C. Pull -up Torque: Up to 350 percent of full load torque. D. Breakdown Torque: Approximately 250 percent of full load torque. E. Motors: Capacitor in series with starting winding; capacitor - start /capacitor -run motors shall have two capacitors in parallel with run capacitor remaining in circuit at operating speeds. F. Drip -proof Enclosure: Class A (50 degrees C temperature rise) insulation, NEMA Service Factor, prelubricated sleeve bearings. G. Enclosed Motors: Class A (50 degrees C temperature rise) insulation, 1.0 Service Factor, prelubricated ball bearings. 1.12 THREE PHASE POWER - SQUIRREL CAGE MOTORS A. Starting Torque: Between one and one and one -half times full food torque. B. Starting Current: Six times full load current. C. Power Output, Locked Rotor Torque, Breakdown or Pullout Torque: NEMA Design B characteristics. D. Design, Construction, Testing, and Performance: Conform to ANSI /NEMA MG 1 for Design B motors. E. Insulation System: NEMA Class B or better. F. Testing Procedure: In accordance with ANSI /IEEE 112, Test Methd B: Load test motors to determine freedom from electrical or mechanical defects and compliance with performance data. G. Motor Frames: NEMA standard T- frames of steel, aluminum, or cast iron with end brackets of cast iron or aluminum with steel inserts. H. Thermister System (Motor Frame Sizes 254T and Larger): Three PTC thermisters imbedded in motor windings and epoxy encapsulated solid state control relay for wiring into motor starter; refer to Section 16480 - Motor Control. I. Bearings: Grease lubricated anti - friction ball bearings with housings equipped with plugged provision for relubrication, rated for minimum AFBMA 9, L -10 life of 20,000 hours. Calculate bearing load with NEMA minimum V-belt pulley with belt center line at end of NEMA standard shaft extension. Stamp bearing sizes on nameplate. J. Sound Power Levels: to ANSI /NEMA MG 1. K. Nonimal Efficiency: Meet or exceed values in Schedules at full load and rated voltage when tested in accordance with ANSI /IEEE 112. 15170 - 3 . Nominal Power Factor: Meet or exceed values in Schedules at full load and rated voltage when tested in accordance with ANSI /IEEE 112. PART 3 EXECUTION 2.1 APPLICATION A. Motors drawing less than 250 Watts and intended for intermittent service may be germaine to equipment manufacturer and need not conform to these specifications. B. Motors shall be open drip -proof type, except where specifically noted otherwise. C. Motors with frane sizes 254T and larger shall be energy efficient type. D. Single phase motors for shaft mounted fans shall be split phase type. E. Single phase motors for shaft mounted fans or blowers shall be permanent split capacitor type. F. Single phase motors for fans shall be capacitor type. G. Single phase motors for pumps shall be capacitor start, capacitor run type. H. Motors located in exterior locations and air cooled condensers shall be totally enclosed type. 2.2 NEMA OPEN MOTOR SERVICE FACTORS HP 17b -I /3 1/2 3/4 1 1.5 -150. 3735 -- . 1.25 1.25 1.25 1.15 800RPM 135 .25 .25 .15 .15 12 RPM TB- 1.25 1.15 1.15 1.15 900RPM 1.15 1.15 1.15 1.15 2.3 PERFORMANCE SCHEDULE: SINGLE PHASE - OPEN, DRIP -PROOF HP RPM Syr--.)n 1/6 1200 1/4 1200 1/3 1200 1/2 1200 3/4 1200 I 1200. 1 -1/2 1200 2 1200 3 1200 NEMA Frame 48 48,56 48,56 • 56 56, 143T 184 215 215 215 Percent Efficiency 41 41 56 Percent Power Factor 48 51 55 HP RPM NEMA _m)m) Frame 1/8 1800 48 16 1800 48 1/4 1800 48,56 1/3 1800 48,56 Percent Efficienc 49 53 56 1/2 1800 48,56 64 3/4 1 800 56 63 1 800 56, 143T,182T 68 1-1/2 1800 56,145T,184T 2 . 1800 56,145T, 182T 3 1800 I84T 5 1800 I84T,213T 7 -1/2 1800 215T 10 1800 215T 1/3 3600 48,56 1/2 3600 48,56 3/4 3600 56 1 3600 56 1-1/2 3600 56, 143T 2 3600 56, 145T 3 3600 56, 1 82T 5 .3600 I84T 7 -1/2 3600 2I3T 10 3600 215T 2.4 PERFORMANCE SCHEDULE: COOLED HP . RPM NEMA S m Frame I /6— 1 /3 1200 48,56 1/2 1200 "56 3/4 1200 56,143T I 1200 184 I -1/2 1200 215 2 1200 215 3 1200 215 5 1200 256 1/12. 1800 42 1/8 1800 42' 1/6 1 800 , 42,48 70 73. 78 Percent Power Factor 58 52 55. 65. 614 72 .64 72 78 74 76., 77 85 84 90 55 68 57 71, 62 75 63 69 68 77 "71. 75 76 88 76. 88 81 82 83 86 SINGLE PHASE -: TOYALLY ENCLOSED, FAN Percent Efficiency 41 57 15I.70` Percent Power Factor 50 56 59 63 68 68 67 67 71 82 47 49: 69 84 1/4. 1800 48,56 1/3 1800 48,56 1/2 1800 48,56 3/4 1800 56 1800 56,1 43T -I /2 1800 56,I45T 2 1800 I82T 3 1800 I84T 5 1800 2I3T 1/8 3600 42 1/6 3600 42 1/4 3600 42 1/3 3600 .48,56 1/2 3600 .48,56 3/4 3600 56 53 56. 63. 66 68' 68 72 73 77 3600 56 I -1/2 3600. 56,143T 2 3600 I45T 2.5 PERFORMANCE SCHEDULE: THREE PHASE HP ` RPM NEMA ' . Percent TgYm7 Frame Efficiency 1/2 900 56,143T 3/4 900 145T 900 I82T -1/2 ' , 900 184T 2 900 , 2I3T' 3 900 ... 215T 71 57.: :. 74 56 71 . 66 5 900 254T 7 -1/2 900 256T 1/4 1200 48,56 1/3 1200, . 48,56' 1/2 1200 48,56. 3/4 1200 1 1200 1 -1/2 1200 • 2 1200 3 1200 5 .1200 56,143T 56,145T 56,145T 182T I84T 213T. 215T 7-1/2 1200 254T .85 78 10 1200 256T 86 78 15 , 1200 284T 87 82 1/4 1800 48 1/3 1800 48,56 1/2 1800 48,56 74 63 3/4 1800 48,56 74 60 1800 56,142T,143T 75 64 1-1/2 1800 56, 1 45T 79 69 2 1800 56,1 45T 80 70 3 1800 56,145T,1 82T 81 77 5 1800 184T 84 82 7-1/2 1800 213T 86 76 10 1800 2 I 5T 87 78 15 1800 254T 87 77 1/3 3600 48,56 1/2 3600 48,56 74 63 3/4 3600 48,56 75 73 1/2 3600 56 67 63 I 3600 56 75 64 I-1/2 3600 56,1 43T 78 82 2 3600 56,145T 80 ' 86 3 3600 56,145T 81 84 5 3600 56,182T , 81 , 88 7-1/2 3600 184T 84 .85 10 3600 213T 87 , 89 15 3600 215T . 87 . '91 2.6 PERFORMANCE SCHEDULE: THREE PHASE - TOTALLY ENCLOSED, FAN HP RPM NEMA Percent Percent TS7rr Frame Efficiency Power Factor 1/4 900 56 1/3 900 56 1/2 900 56,I43T 3/4 900 145T 1 900 182T I-1/2 900 I 84T 2 900 213T' 3 900 215T 5 900 254T 68 7 -I /2 900 10 900 15 900 1/6 1200 1/4 1200 1/3 1200 1/2 1200.. 3/4 1200 1 1200 1-1/2 .. 1200 2 1200 3 1200 5 1200 7 -1/2 1200 10 ,:1200 1/8 1800 1/6 1800:. 1/4 1 800 1/3, 1800 1/2 1800 3/4 1800 .I 1800 1 -1/2 1800 2 1800 - 3 :800 5•, I800 7 -1/2 1800 10 1800 15 1800 :1/6 3600 /4. 3600 : I/3 3600 1/2 3600 3/4 3600. I . 3600. -I /2 ' 3600 2 '3600 . 3. 3600 5 3600 7 -I /2 3600 I0:: 3600.: 256T 81 , 63 284T 88 67 286T 89 66 48 48,56 56 56 71 58 56,143T 76 ' 68 56,145T 77 : 67 56,145T, 182T 77 71 84T 80 73 2 13T 79 ' ;: 73 .:. 215T. 83 _' 73 254T . 85 75 256T 86 82 42 42 48 48,56 48,56 48,56 56,143T 56,145T 56,145T 182T I 84T 2I3T 215T 254T 42:. 42. 48.. 74' 74 77. 79: 81 . . 82 48,56 67 48,56. 75 56 75 56, 143T 74 56,145T 76 ' ., 56, 145T, I82T 81 184T 85 184T,2 13T 86: 215T : 87 END OF SECTION I5170 6 6 79: 73 SECTION 15190 MECHANICAL IDENTIFICATION PART I GENERAL 1.1 SECTION INCLUDES A. Identification of mechanical products installed under Division 15. 1.2 RELATED SECTIONS A Section 09900 - Painting: Identification painting. 1.3 REFERENCES A. ANSI /ASME A13.I - Scheme for the Identification of Piping Systems. 1.4 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Submit list of wording, symbols, letter size, and color coding for mechanical identification. C. Submit valve chart and schedule, including valve tag number, location, function, and valve manufacturer's name and model number. D. Submit manufacturer's installation instructions under provisions of Section 01300. PART 2 PRODUCTS 2.1 MATERIALS A. Color: Unless specified otherwise, conform with ANSI /ASME A13.1. B. Plastic Nameplates: Laminated three -layer plastic with engraved black letters on light contrasting background color. C. Plastic Tags: Laminated three -layer plastic with engraved black letters on Tight contrasting background color. Tog size minimum 1 -1/2 inch diameter. D. Stencils: With clean cut symbols and letters of following size: OUTSIDE DIAMETER OF LENGTH OF SIZE OF INSULATION OR PIPE COLOR FIELD LETTERS 3/4" - I-1/4" g" I /2 -1/2" - 2" 8 3/4" 2 -1/2" - 6" 12" I -1/4" Ductwork and Equipment -- 2-1/2" I5I90 - I E. Stencil Paint: In accordance with Section 09900, semi -gloss enamel. F. Plastic Pipe Markers: Factory fabricated, flexible, semi -rigid plastic, preformed to fit around pipe or pipe covering; minimum information indicating flow direction arrow and fluid being conveyed. G. Plastic Tape Pipe Markers: Flexible, vinyl film tape with pressure sensitive adhesive backing and printed markings. H. Underground Plastic Pipe Markers: Bright colored continuously printed plastic ribbon tape of not Tess than 6 inch (150 mm) wide by 4 mil (0.10 mm) thick, manufactured for direct burial service. PART 3 EXECUTION 3.1 PREPARATION A. Degrease and clean surfaces to receive adhesive for identification materials. B. Prepare surfaces in accordance with Section 09900 for stencil painting. 3.2 INSTALLATION A. Plastic Nameplates: Install with corrosive - resistant mechanical fasteners, or adhesive. B. Plastic Tags: Install with corrosive - resistant chain. C. Stencil Painting: Apply in accordance with Section 09900. D. Plastic Pipe Markers: Install in accordance with manufacturer's instructions. E. Plastic Tape Pipe Markers: Install complete around pipe in accordance with manufacturer's instructions. F. Underground Plastic Pipe Markers: Install 6 to 8 inches below finished grade, directly above buried pipe. G. E uipment: Identify air handling units, pumps, heat transfer equipment, tanks, and water treatment devices with plastic nameplates. Small devices, such as in -line pumps, may be identified with plastic tags. H. Controls: Identify control panels and major control components outside panels with plastic nameplates. I. Valves: Identify valves in main and branch piping with tags. J. Piping: Identify piping, concealed or exposed, with stenciled painting. Identify service, flow direction, and pressure. Install in clear view and align with axis of piping. Locate identification not to exceed 20 feet on straight runs including risers and drops, adjacent to each valve and "T ", at each side of penetration of structure or enclosure, and at each obstruction. 15190 - 2 i<. Ductwork: identify ductwork with stenciled painting. Identify as to air handling unit number, and area served. Locate identification at air handling unit, at each side of penetration of structure or enclosure, and at each obstruction. VALVE CHART AND SCHEDULE Provide valve, chart and schedule in aluminum frame with clear plastic shield.. Install' at location as directed. SECTION 15260 PIPING INSULATION PART 1 GENERAL 1.1 SECTION INCLUDES A. Piping insulation. B. Jackets and accessories. 1.2 RELATED SECTIONS A. Section 09900 - Painting: Painting insulation jacket. B. Section 15190 - Mechanical Identification. 1.3 REFERENCES A. ANSI/ASTM CI95 - Mineral Fiber Thermal Insulation Cement. B. ANSI/ASTM C533 - Calcium Silicate Block and Pipe Thermal Insulation. C. ANSI/ASTM C547 - Mineral Fiber Preformed Pipe Insulation. D. ANSI/ASTM C552 - Cellular Glass Block and Pipe Thermal Insulation. E. ANSI/ASTM C578 - Preformed, Block Type Cellular Polystyrene Thermal Insulation. F. ASTM B209 - Aluminum and Aluminum-Alloy Sheet and Plate. G. ASTM C449 - Mineral Fiber Hydraulic-Setting Thermal insulating and Finishing Cement. H. ASTM C - Expanded Per lite Block and Pipe Thermal Insulation. I. ASTM E84 - Surface Burning Characteristics of Building Materials. J. NFPA '5 - Surface Burning Characteristics of Building Materials. K. UL 723 - Surface Burning Characteristics of Building Materials. 1.4 QUALITY ASSURANCE A. Applicator: Company specializing in piping insulation application with three years minimum experience. B. Materials: Flame spread/fuel contributed/smoke developed rating of 25/50/50 in accordance with ASTM E84, NFPA 255, and UL 723. 15260 - 1 1.5 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Include product description, list of materials and thickness for each service, and locations. C. Submit manufacturer's installation instructions under provisions of Section 01300. PART 2 PRODUCTS 2.1 INSULATION A. Type A: Glass fiber insulation; ANSI /ASTM C547; 'k' value of at 75 degrees F; noncombustible. B. Type B: Cellular glass; ANSI /ASTM C552; maximum water vapor transmission rating of 0.1 perms; k' value of 0.40 at 75 degrees F. C. Type C: Expanded polystyrene; ANSI /ASTM C578; rigid closed cell; maximum water vapor transmission rating of 0.1 perms; 11(' value of 0.23 at 75 degrees F. D. Type D: Expanded perlite; ASTM C610; maximum water vapor transmission rating of 0.1 perms; k' value of 0.28 at 75 degrees F. E. Type E: Hydrous calcium silicate; ANSI /ASTM C533; rigid white; asbestos free; k' value of 0.44 at 300 degrees F. F. Type F: Phenolic foam, chemically neutral; k' value of 0.24 at 75 degrees F. G. Type G: Cellular foam; flexible, plastic; k' value of 0.28 at 75 degrees F. 2.2 JACKETS A. Interior Applications: 1. Vapor Barrier Jackets: Kraft reinforced foil vapor barrier with self-sealing adhesive joints. 2. PVC Jackets: One piece, premolded type. 3. Canvas Jackets: UL listed treated cotton fabric, 6 oz /sq yd. 2.3 ACCESSORIES A. Insulation Bands: 3/4 inch wide; 0.015 inch thick galvanized steel. B. Metal Jacket Bands: 3/8 inch; 0.015 inch thick aluminum. C. Insulating Cement: ANSI /ASTM CI 95; hydraulic setting mineral wool. D. Finishing Cement:.ASTM C449. E. Fibrous Glass Cloth: Untreated; 9 oz /sq yd weight. F. Adhesives: Compatible with insulation. 15260 - 2 PART 3 EXECUTION 3.1 PREPARATION A. Install materials after piping has been tested and approved. 3.2 INSTALLATION A. Install materials in accordance with manufacturer's instructions. B. Continue insulation with vapor barrier through penetrations. C. In exposed piping, locate insulation and cover seams in least visible locations. D. On insulated piping with vapor barrier, insulate fittings, valves, unions, flanges, strainers, flexible connections, and expansion joints. E. On insulated piping without vapor barrier and piping conveying fluids 140 degrees F or less, do not insulate flanges and unions at equipment, but bevel and seal ends of insulation at such locations. F. Provide an insert, not less than 6 inches long, of same thickness and contour as adjoining insulation, between support shield and piping, but under the finish jacket, on piping 2 inches diameter or larger, to prevent insulation from sagging at support points. Inserts shall be cork or other heavy density insulating material suitable for the planned temperature range. Factory fabricated inserts may be used. G. Neatly finish insulation at supports, protrusions, and interruptions. H. Jackets: 1. Indoor, Concealed Applications: Insulated pipes conveying fluids above ambient temperature shall have standard jackets, with or without vapor barrier, factory - applied or field- applied. Insulate fittings, joints, and valves with insulation of like material and thickness as adjoining pipe, and finish with glass cloth and adhesive. PVC jackets may be used. • Indoor, Concealed Applications: Insulated dual- temperature pipes or pipes conveying fluids below ambient temperature shall have vapor barrier jackets, factory - applied or field - applied. ' Insulate fittings, joints, and valves with molded insulation of like material and thickness as adjacent pipe, and finish with glass cloth and vapor barrier adhesive. . Indoor, Exposed Applications: For pipe exposed in mechanical equipment rooms or in finished spaces, insulate as for concealed applications. Finish with canvas jacket; size for finish painting. Do not use PVC jackets. 3.3 SCHEDULE PIPING Domestic Hot Water Supply Domestic Hot Water Supply Domestic. Hot Water Recirculating, Domestic Cold Water Roof Drains Refrigerant Suction SECTION 15280 EQUIPMENT INSULATION PART 1 GENERAL 1.1 SECTION INCLUDES A. Equipment insulation. B. Covering. 1.2 RELATED SECTIONS A. Section 09900 - Painting: Painting insulation covering. B. Section 15190 - Mechanical Identification. 1.3 REFERENCES A. ANSI /ASTM C195 - Mineral Fiber Thermal Insulation Cement. B. ANSI /ASTM C533 - Calcium Silicate Block and Pipe Thermal Insulation. C. ANSI /ASTM C552 - Cellular Glass Block and Pipe Thermal Insulation. D. ANSI /ASTM C553 - Mineral Fiber Blanket and Felt Insulation. E. ANSI /ASTM C612 - Mineral Fiber Block and Board Thermal Insulation. F. ASTM E84 - Surface Burning Characteristics of Building Materials. G. NFPA 255 - Surface Burning Characteristics of Building Materials. H. UL 723 - Surface Burning Characteristics of Building Materials. 1.4 QUALITY ASSURANCE A. Applicator: Company specializing in insulation application with three years minimum experience. B. Insulation and Covering: Flame spread /fuel contributed/ smoke developed rating of 25/50/50 in accordance with ASTM E84, NFPA 255, and UL 723. 1.5 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Include product description, list of materials and thickness for equipment scheduled. C. Submit manufacturer's installation instructions under provisions of Section 01300. 15280 - 1 1.6 ENVIRONMENTAL REQUIREMENTS A. Maintain ambient temperatures and conditions required by manufacturers of adhesive and insulation. PART2 PRODUCTS 2.1 INSULATION A. Type A: Flexible mineral fiber blanket; ANSI /ASTM C553; 'k' value of 0.24 at 75 degrees F; 2.0 lb/cu ft density. B. Type B: Rigid mineral fiber board; ANSI /ASTM C612; 'k' value of 0.24 at degrees F; 6.0 lb/cu ft density. C. Type C: Cellular glass; ANSI /ASTM C552; 'k' value of 0.35 at 75 degrees F; 8.0 lb /cu ft density. D. Type D: Calcium silicate; ANSI /ASTM C533; asbestos free; 'k' value of 0.40 at 250 degrees F; 14 lb/cu ft density. 2.2 ACCESSORIES A. Bedding Compounds: Non - shrinking, permanently flexible, insulation. B. Vapor Barrier Coating: Non - flammable, fire resistant, compatible with insulation. compatible with polymeric resin, C. Insulating Cement: ANSI /ASTM CI95, hydraulic setting mineral wool. D. Wire Mesh: Corrosive - resistant metal; hexagonal pattern. PART 3 EXECUTION 3.1 INSTALLATION A. Install materials in accordance with manufacturer's instructions. B. Do not insulate factory insulated equipment. C. Apply insulation as close as possible to equipment by grooving, scoring, and bevelling insulation, if necessary. Secure insulation to equipment with studs, pins, clips, adhesive, wires, or bands. D. FiII joints, cracks, seams, and depressions with bedding compound to form smooth surface. E. Cover insulation with metal mesh and finish with heavy coat of insulating cement. F. Do not insulate over nameplate or ASME stamps. Bevel and seal insulation around such. 15280 - 2 , G. When equipment with insulation requires periodical opening =for., maintenance, or cleaning, install insulation in such a manner that it can be easily.:; removed and replaced without damage. 3.2 SCHEDULE EQUIPMENT INSULATION TYPE THICKNESS . `. Inch (mm) SECTION 15290 DUCTWORK INSULATION PARTI GENERAL 1.1 SECTION INCLUDES A. Ductwork insulation. B. Insulation jackets. 1.2 RELATED SECTIONS A. Section 09900 - Painting: Painting insulation jackets. B. Section 15190 - Mechanical Identification. C. Section 15890 - Ductwork: Glass fiber ductwork. 1.3 REFERENCES A. ANSI /ASTM C553 - Mineral Fiber Blanket and Felt Insulation. B. ANSI /ASTM C6I2 - Mineral Fiber Block and Board Thermal Insulation. C. ASTM E84 - Surface Buring Characteristics of Building Materials. D. NFPA 255 - Surface Buming Characteristics of Building Materials. E. UL 723 - Surface Buming Characteristics of Building Materials. 1.4 QUALITY ASSURANCE A. Applicator: Company specializing in ductwork insulation application with three years minimum experience. B. Materials: UL listed; flame spread /fuel contributed /smoke developed rating of 25/50/50 in accordance with ASTM E84, IFPA 255, and UL 723. 1.5 SUBMITTALS A. Submit products data under provisions of Section 01300. B. Include product description, list of materials and thickness for each service, and locations. C. Submit manufacturer's installation instructions under provisions of Section 01300. 15290 - PART 2 PRODUCTS 2.1 MATERIALS A. Type A: Flexible glass fiber; ANSI /ASTM C612; commercial grade; k' value of 0.29 at 75 degrees F; 0.002 inch foil scrim facing for air conditioning ducts, no facing for heating and venting ducts. B. Type B: Rigid glass fiber; ANSI /ASTM C612, Class 1; k' value of 0.24 at 75 degrees F; 0.002 inch foil scrim facing for air conditioning ducts, no facing for heating and venting ducts. C. Type C: Flexible glass fiber; ANSI /ASTM C553; 'k' value of 0.24 at 75 degrees F; 1.5 lb/cu ft minimum density; coated air side for maximum 4,000 ft /min air velocity. D. Adhesives: Waterproof fire- retardant type. E. Lagging Adhesive: Fire resistive to ASTM E84, NFPA 255, and UL 723. F. Impale Anchors: Galvanized steel, 12 gage, self- adhesive pad. G. Joint Tape: Glass fiber cloth, open mesh. H. Tie Wire: Annealed steel, 16 gage. PART 3 EXECUTION 3.1 PREPARATION A. Install materials after ductwork has been tested and approved. B. Clean surfaces for adhesives. 3.2 INSTALLATION A. Install materials in accordance with manufacturer's instructions. B. Provide insulation with vapor barrier when air conveyed may be below ambient temperature. C. Exterior Insulation (Type A or Type B) Application: 1. Secure insulation with vapor barrier with wires and seal jacket joints with vapor barrier adhesive or tape to match jacket. 2. Secure insulation without vapor barrier with staples, tape, or wires. 3. Install without sag on underside of ductwork. Use adhesive or mechanical fasteners where necessary to prevent sagging. Seal vapor barrier penetrations by mechanical fasteners with vapor barrier adhesive. Stop and point insulation around access doors and damper operators to allow operation without disturbing wrapping. 15290 - * D. Liner (Type C) Application: 1. Adhere insulation with adhesive: for 100 percent coverage. Secure, insulation with mechanical fasteners on. 15 inch centers maximum on top and side of ductwork with dimension exceeding 20 inches. Seal and smooth joints Do not use nail -type fasteners. Seal vapor barrier penetrations by mechanical fasteners with vapor barrier adhesive. 2. Ductwork dimensions indicated are net inside dimensions required for air flow. increase ductwork to allow for insulation thickness. E. Continue insulation with vapor barrier through penetrations. .3 SCHEDULE DUCTWORK Supply Ducts On Drawings. Supply ducts Be Internally Which Are Not. Noted To Be Internally Lined. Noted On drawings To Lined INSULATION TYPE ::THICXNE55r nch, END OF: SECTION 529,1 1 -1/2 SECTION 15310 FIRE PROTECTION PIPING PART I GENERAL 1.1 SECTION INCLUDES A. Pipe, fittings, valves, and connections for fire protection systems. 1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION A. Furnish pipe sleeves to Section 15060 for placement. 1.3 RELATED SECTIONS A. Section 02225 - Trenching. B. Section 15140 - Supports and Anchors. C. Section 15190 - Mechanical identification. D. Section 15330 - Wet -Pipe Sprinkler Systems. E. Section 15375 - Standpipe and Hose Systems. 1.4 REFERENCES A. ANSI /ASME BI6.1 - Cast Iron Pipe Flanges and Flanged Fittings, Class 25, 125, 250,and800. B. ANSI /ASME B16.3 - Malleable Iron Threaded Fittings, Class 150 and 300. C. ANSI /ASME BI6.4 - Cast Iron Threaded Fittings, Class 125 and 250. D. ANSI /ASME BI6.5 - Pipe Flanges and Flanged Fittings. E. ANSI /ASME BI6.9 - Factory -Made Wrought Steel Buttwelding Fittings. F. ANSI /ASME BI6.11 - Forged Steel Fittings, Socket - Welding and Threaded. G. ANSI /ASME B16.25 - Buttwelding Ends. H. ANSI /ASME B36.I0 - Welded and Seamless Wrought Steel Pipe. I. ANSI /ASME Section 9 - Welding and Brazing Qualifications. J. ANSI /ASTM A135 - Electric- Resistance - Welded Steel Pipe. K. ANSI /ASTM A47 - Malleable Iron Castings. L. ANSI /AWWA CI 10 - Ductile Iron and Gray Iron Fittings. I5310 - I M. ANSI /AWWA C151 - Ductile Iron Pipe, Centrifugally Cast. N. ASTM A53 - Pipe, Steel, Black and Hot- Dipped, Zinc - Coated Welded and Seamless. 0. ASTM A120 - Pipe, Steel, Black and Hot- Dipped, Zinc - Coated (Galvanized) Welded and Seamless, for Ordinary Uses. P. ASTM A234 - Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and Elevated Temperatures. Q. AWS DI0.9 - Specifications for Qualification of Welding Procedures and Welders for Piping and Tubing. R. NFPA 13 - Installation of Sprinkler Systems. S. NFPA 14 - Standpipe and Hose Systems. 1.5 QUALITY ASSURANCE A. Conform to NFPA 13 for sprinkler systems. B. Conform to NFPA 14 for standpipe and hose systems. C. Welding Materials and Procedures: Conform to ASME Code. D. Employ certified welders in accordance with ANSI /ASME Section 9. E. Valves: Bear UL label or marking. Provide manufacturer's name and pressure . rating marked on valve body. 1.6 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Indicate pipe materials used, jointing methods, supports, floor and wall penetration seals. C. Indicate valve data and ratings. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver and store valves in shipping containers, with labelling in place, under provisions of Section 01600. B. Provide temporary protective coating on cast iron and steel valves. C. Provide temporary end caps and closures. Maintain in place until installation. 15310 , PART PRODUCTS 2.1 PIPE AND TUBE A. Steel Pipe: ASTM A53; black; weight specified in Section 15330.. 2.2 PIPE FITTINGS A. Steel Fittings: ANSI /ASME B'6.9, wrought steel, buttwelded. ANSI /ASME B16.25, buttweld ends. ASTM A234, wrought carbon steel and alloy steel. ANSI /ASME 816.5, steel flanges and fittings. ANSI /ASME BI6.1 1, forged steel socket welded and threaded. 2.3 JOINT MATERIALS A. Threaded Joint Compound: 2.4 UNIONS, FLANGES, AND. COUPLINGS A. Unions: 150 psi malleable iron for threaded ferrous piping. B. Flanges: 150 psi forged steel slip -on flanges for ferrous piping. Mechanical Grooved Couplings: Malleable iron housing clamps to engage and lock, designed to permit some angular deflection, contraction, and expansion; "C" shaped composition sealing gasket, steel bolts, nuts, and washers; galvanized couplings for galvanized pipe. 2.5 GATE VALVES A. Iron body, bronze trim, rising stem, OS &Y, solid wedge. 2.6 GLOBE OR ANGLE VALVES A. Iron body, bronze trim, rising stem, OS &Y, renewable composition disc. 2.7 CHECK VALVES A. Iron body, bronze trim, swing disc, renewable disc and seat. 2.8 BUTTERFLY VALVES A. Iran body, bronze disc and stem, resilient replaceable liner seat. 2.9 DRAIN VALVES A. Bronze compression stop with nipple and cap or hose thread. 2.10 VALVE OPERATORS A. Provide handwheels for gate, globe or angle 2.11 VALVE CONNECTIONS A. Provide valve connections to match pipe joints. Use valves of pipe size. B. For copper tube, provide threaded solder adapters for connection to valve. PART EXECUTION 3.1 PREPARATION A. Ream pipe and tube ends to full inside diameter. B. Remove burrs and bevel plain end ferrous pipe. C. Remove scale and foreign material, inside and outside, before assembly. 3.2 INSTALLATION - PIPE A. Screw joint steel piping up to and including I -1/2 inch diameter. Screw or weld 2 inch diameter piping. Weld piping 2-1/2 inch diameter and larger, including branch connections. B. Mechanical grooved joints may be used instead of threaded or welded joints. C. Die cut screw joints with full cut standard taper pipe threads with red lead and linseed oil or other non -toxic joint compound applied to male threads only. D. Coat threaded ends with pipe lubricant compound. E. In steel piping, main sized saddle branch connections or direct connection of branch lines to mains is permitted if main is one pipe size larger than the branch for up to 6 inch maims and if main is two pipe sizes larger than branch for 8 inch and larger mains. Do not project branch pipes inside the main pipe. F. Install piping in accordance with NFPA 13 for sprinkler systems and NFPA 14 for standpipe and hose systems. G. Do not penetrate building structural members unless indicated. H. Provide sleeves when penetrating footings, floors, and walls. I. Seal pipe and sleeve penetration to achieve fire resistance equivalent to fire separation required. 3.3 INSTALLATION - VALVES A. Install valves with stems upright or horizontal, not inverted. B. Provide gate valves for shut -off or isolating service. C. Provide drain valves at main shut -off valves, low points of piping and apparatus. END OF SECTION 15310 - 4 PART 1 GENERAL SECTION 15330 WET -PIPE SPRINKLER SYSTEMS 15330 - 1 1.8 REGULATORY REQUIREMENTS A. Hydraulic Calculations, Product Data, Shop Drawings, and Low Water Pressure Cut -in Controller: Bear stamp of approval of authority having jurisdiction. 1.9 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Indicate hydraulic calculations, detailed pipe layout, hangers and supports, components and accessories. C. Submit shop drawings, product data, and hydraulic calculations to authority having jurisdiction for approval. Submit proof of approval to Construction Manager. 1.10 PROJECT RECORD DOCUMENTS A. Submit documents under provisions of Section 01700. 1.11 OPERATION AND MAINTENANCE DATA A. Submit manufacturer's operation and Section 01700. B. Include written maintenance data requirements, and Record Drawings. 1.12 DELIVERY, STORAGE, AND HANDLING A. Provide temporary inlet and outlet caps B. Maintain caps in place until installation 1.13 EXTRA STOCK maintenance data under provisions of on components of system, servicing A. Provide extra sprinkler heads under provisions of NFPA 13 and Section 01700.. B. Provide suitable wrenches for each head type. C. Provide metal storage cabinet in location designated. PART 2 PRODUCTS 2.1 PIPING MATERIALS A. Buried Piping: Cast iron. B. Above Ground Inside Building Piping: As permitted by NFPA 13. 15330 -` 2.2 PIPING SPECIALTIES A. Automatic Sprinkler Valve: Flow detector with alarm circuits, pressure switch, pressure retard chamber. B. Alarm Gong: Electric type. C. Fire Department Connection: Standard wall type; chrome plated finish; thread size to suit fire department hardware; two way threaded dust cap and chain of same material and finish, 3/4 inch automatic drip; connected to drain; marked "Sprinkler - Fire Department Connection ". 2.3 SPRINKLER HEADS A. Suspended Ceiling Type: Concealed pendant type with chrome plated finish, with matching escutcheon. B. Exposed Area Type: Standard upright type with chrome plated finish. C. Sidewall Type: Chrome plated finish with matching escutcheon. D. Fusible Link: Temperature rated for specific area hazard. E. Guards: Finish to match sprinkler head. PART 3 EXECUTION 3.1 PREPARATION A. Coordinate work of this Section with other affected work. 3.2 INSTALLATION - PIPING A. Install buried shut -off valves in valve box. Provide poet indicator. B. Provide double check valve assembly at sprinkler system water source connecti on. C. Locate fire department connection with sufficient clearance from walls, obstructions, or adjacent siamese connectors to allow full swing of fire department wrench handle. D. Locate outside alarm gong on building wall as indicated. E. Place pipe runs to minimize obstruction to other work. F. Place piping in concealed spaces above finished ceilings. G. Center heads in one direction only in ceiling tile with location in other direction variable, dependent upon spacing and coordination with ceiling elements. H. Apply strippable tape or paper cover to ensure concealed sprinkler head cover plates do not receive field paint finish. 15330 3.3 CLEANING A. Flush entire piping system 'of , foreign matter.,` 3.4 SYSTEM TESTS Hydrostatically ;test ,entire system. Test shall be witnessed by authority having SECTION 15375 STANDPIPE AND HOSE SYSTEM PART 1 GENERAL 1.1 SECTION INCLUDES A. Wet standpipe system. B. Fire department connection. 1.2 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A. Section 15310 - Fire Protection Piping: Piping and valves. 1.3 RELATED SECTIONS A. Section 10522 - Fire Extinguishers, Cabinets, and Accessories. B. Section 15140 - Supports and Anchors. C. Section 15190 - Mechanical Identification: Mechanical identification. D. Section 15330 - Wet-Pipe Sprinkler System. 1.4 REFERENCES A. NFPA 14 - Installation of Standpipe and Hose Systems. 1.5 QUALITY ASSURANCE A. Conform to NFPA 14. 1.6 REGULATORY REQUIREMENTS A. Conform to NFPA 14 for standpipe and hose system. B. Equipment and Components: Bear UL label or marking. 1.7 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Describe supports, components, accessories, and sizes. C. Submit product data to Fire Marshall for approval. Submit proof of approval to Construction Manager. 1.8 OPERATION AND MAINTENANCE DATA A. Submit manufacturer's operation and maintenance data under provisions of Section 01700. B. Include valve data, servicing requirements, and test schedule. PART 2 PRODUCTS 2.1 PIPING MATERIALS A. Buried Piping: Cast Iron. B. Above Ground Inside Building: As permitted by NFPA 14. 2.2 EQUIPMENT A. Hose Cabinet: Formed steel construction, prime painted; surface mounted; 16 gage thick with 12 gage thick door; wire glass full panel, hinged, positive latch device, prepared for pipe and accessory rough -in. B. Hose Rack: Cast steel; polished chrome finish; swivel type with pins and water stop. C. Hose: 75 feet of latex lined linen hose; mildew and rot - resistant. D. Nozzel: Brass, chrome plated; combination fog- straight stream and adjustable shut -off nozzel. E. Angle Valve: Hydrolator type, 1 -1/2 inch nominal size, specified in Section 15310. PART 3 EXECUTION 3.1 INSTALLATION A. Locate and secure hose cabinet plumb. Establish top of cabinet (inside horizontal) surface 72 inches above finished floor. B. Locate angle valve in cabinet at 60 inches above floor. C. Provide fire department outlet connection on roof as shown on Drawings. 3.2 CLEANING . A. Flush entire system of foreign matter. 3.3 SYSTEM TEST A. Hydrostatically test entire system in accordance with I'FPA 14. B. Test shall be witnessed by Fire Marshall. END OF SECTION 15375 2 SECTION 15410 PLUMBING PIPING PART 1 GENERAL 1.1 SECTION INCLUDES A. Pipe and pipe fittings. B. Valves. C. Sanitary sewer piping system. D. Domestic water piping system. E. Storm drain piping system. F. Natural gas piping system. 1.2 RELATED SECTIONS A. Section 02222 - Excavation. B. Section 02223 - Backfilling. C. Section 02225 - Trenching. D. Section 02675 - Disinfection of Water Distribution Systems. E. Section 08305 - Access Doors. F. Section 09900 - Painting. G. Section 19060 - Pipe and Pipe Fittings: Piping specialties. H. Section 15140 - Supports and Anchors. 1. Section 15190 - Mechanical Identification. J. Section 15260 - 'Piping Insulation. K. Section 15430 - Plunbing Specialties. L. Section 15440 - Plumbing Fixtures. M. Section 15450 - Plumbing Equipment. 1.3 REFERENCES A. ANSI /ASME B163 - Malleable Iron 'Threaded Fittings Class 150 NS 300. B. ANSI /ASME Sec. 9 - Welding and Brazing Qualifications. I 5 4 I 0 - C. ANSI /ASTM B32 - Solder Metal. D. ANSI /AWS DI.I - Structural Welding Code. E. ANSI /AWWA CI 10 - Ductile -Iron and Gray -Iron Fittings 3 inch through 48 inch, for Water and Other liquids. F. ANSI /AWWA CI II - Rubber - Gasket Joints for Ductile Iron and Gray -Iron Pressure Pipe and Fittings. G. ANSI /AWWA C151 - Ductile -Iron pipe, Centrifugally Cast in Metal Molds or Sand -Lined Molds, for Water or Other Liquids. H. ASME - Boiler and Pressure Vessel Code. I. ASTM A53 - Pipe, Steel, Black and Hot- dipped Zinc Coated, Welded and Seamless. J. ASTM A74 - Cast Iron Soil Pipe and Fittings. K. ASTM A120 - Pipe, Steel, Black and Hot - Dipped Zinc Coated (Galvanized), Welded and Seamless, For Ordinary Uses. L. ASTM A234 - Pipe Fittings of Wrough Carbon Steel and Alloy Steel for Moderate and Elevated Temperatures. M. ASRM B88 - Seamless Copper Water Tube. N. ASTM C546 - Rubber Gaskets for Cast Iron Soil Pipe and Fittings. O. ASTM D1785 - Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120. P. ASTM D2235 - Solvent Cement for Acrylonitrile- Butadiene- Styrene (ABS) Plastic Pipe and Fittings. O. ASTM D224I - Poly (Vinyl Chloride) (PVC) Plastic Pipe (SDR -PR). R. ASTM D2513 - Thermoplastic Gas Pressure Pipe, Tubing and Fittings. S. ASTM D2683 - Socket -Type Polyethylene Fillings for Outside Diameter - Controlled Polyethylene Pipe. T. ASTM D2729 - Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings. U. ASTM D2855 - Making Solvent- Cement Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings. V. ASTM D3033 - Type PSP Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings. W. ASTM D3034 - Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings. X. ASTM F477 - Elastomeric Seals (Gaskets) for Joining Plastic Pipe. Y. AWS A5.8 - Brazing Filler Metal. I 5 4 I 0 - 2 Z. AWWA C601 - Standard Methods for the Examinatiom of Water and Waste Water. AA. CISPI 301 - Cast Iron Soil Pipe and Fittings for Hubless Cast Iron Sanitary Systems. 1.4 QUALITY ASSURANCE A. Valves: Manufacture's name and pressure rating marked on valve body. B. Welding Materials and Procedures: Conform to ASME Code and applicable state labor regulations. C. Welders Certification: In accordance with ANSI /ASME Sec. 9. 1.5 SUBMITTALS A. Submit product data .under provisions of Section 01300. B. Include data on pipe materials, pipe fitings, valves and accessories. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Deliver and store valves in shipping containers with labelling in place. PART 2 PRODUCTS 2.1 SANITARY SEWER PIPING, BURIED BEYOUI■D 5 FEET OF BUILDING A. Cast Iron Pipe: ASTM A74, service weight. Fittings: Cast iron. Joints: ASTM C564, neoprene gasketing system. B. PVC Pipe: ASTM D3033 or D3034, SDR35. Fittings: PVC. hints: ASTM F477, elastomeric gaskets. 2.2 SANITARY SEWER PIPING, BURIED WITHIN 5 FEET OF BUILDING A. Cast Iran Pipe: ASTM A74 service wieght. Fittings: Cast Iron. .hints: Hub -and - spigot, CISPI HSN compression type with ASTM C564 neoprene gaskets or lead and oakum. Cast Iron Pipe: CISPI 301, hubless, service wieght. Fittings: Cast Iron. Joints: Neoprene gaskets and stainless steel clamp -and-shield assemblies. I 5 4 I 0 2.3 SANITARY SEWER PIPING, ABOVE GRADE A. Cast Iran Pipe: ASTM A74, service weight. Fittings: Cast iron. Joints: Hub-and-spigot, CISPI HSN Compression type with ASTM C564 neoprene gaskets or lead and oakum. B. Cast Iron Pipe: CISPI 30I, hubless, sevice wieght. Fittings: Cast iron. Joints: Neoprene gaskets and stainless steel clamp- and - shield assemblies. 2.4 WATER PIPING, BURIED BEYOND 5 FEET OF BUILDING A. Cast Iron Pipe: ANSI /AWWA C15I. Fittings: Ductile iron, standard thickness. Joints: ANSI /AWWA CI I I, rubber basket with 3/4 inch diameter rods. B. Copper Tubing: ASTM B88, Type K, hard drawn. Fittings: ANSI /ASME B 16.29, wrought copper. Joints: ANSI /ASTM B52, solder, Grade 96TA. C. PVC Pipe:;ASTM D 1785, Schedule 40, or ASTM D224I, SDR for not less than 150 psig pressure rating. Fittings: ANSI /ASTM D2466, PVC. Joints: ASTM D2855, solvent weld. 2.5 WATER PIPING, BURIED WITHIN 5 FEET OF BUILDING A. Copper Tubing: ASTM B88, Type K, hard drawn. Fittings: ANSI /ASME BI6.29, wrought copper. Joints: ANSI /ASTM B32, Grade 95TA. B. Cast Iran Pipe: NASI /AWWA C151. Fittings: Ductile iron, standard thickness. Joints: ANSI /AWWE CI I I, rubber gasket with 3/4 inch diameter rods. 2.6 WATER PIPING, ABOVE GRADE A. Copper Tubing: ASTM B88, Type L, hard drawn. Fittings: ANSI/ASTM BI6. 23, cast brass, or ANSI /ASME BI6. 29, wrought copper. Joints: ANSI /ASTM B32, solder, grade 95TA. B. Galvanized Steel Pipe: ASTM A53 or A120, Schedule 40. Fittings: Cast iron. .hints: Grooved mechanical couplings. 2.7 STORM WATER PIPING, BURIED WITHIN 5 FEET OF BUILDING A. PVC Pipe: ASTM D2729. Fitings: PVC. Joints: ASTM D2855, solvent weld. 2.8 STORM WATER PIPING, ABOVE GRADE A. Cast Iran Pipe: ASTM A74 service wieght. Fittings: Cast iron. Joints: Hub -and -spigot, CISPI HSN compression type with ASTM C564 neoprene gaskets or lead and oakum. B. Cast Iron Pipe: CISPI 301, hubless, service weight. Fittings: Cast iron. Joints: Neoprene gaskets and stainless steel clamp- and - shield assemblies. I 5 4 I 0 - 4 2.9 NATURAL GAS PIPING, BURIED BEYOND 5 FEET OF BUILDING A. Steel Pipe: ASTM A53 or A120, Schedule 40 black. Fittings: ASTM A234, forged steel welding type, with ANSI /AWWA C105 polyethylene jacket or double layer, half - lapped 10 mil polyethylene tape. .hints: ANSI /AWS DI.I, welded. 2.10 NATURAL GAS PIPING, BURIED WITHIN 5 FEET OF BUILDING A. Steel Pipe: ASTM A53 or A120, Schedule 40 black. Fittings: ASTM A234, forged steel welding type, with ANSI /AWS C105 polyethylene jacket or double layer, half- lapped 10 mil polyethylene tope. Joints: ANSI /AWS DI.I, welded. 2.11 NATURAL GAS PIPING, ABOVE GRADE A. Steel Pipe: ASTN A53 or A120, Schedule 40 black. Fittings: ANSI /ASME B16.3, malleable iron, or ASTM A234, forged steel welding type. Joints: Screwed for pipe two inches and under; ANSI /AWS Dl.l, welded, for pipe over two inches. 2.12 FLANGES, UNIONS, AND COUPLINGS A. Pipe Size 2 inches and Under: 150 psig malleable iron unions for threaded ferrous piping; bronze unions for copper pipe, soldered joints. B. Pipe Size over 2 inches:. 150 psig forged steel slip -on flanges for ferrous piping; bronze flanges for copper piping; neoprene gaskets for gas service; 1/16 inch thick preformed neoprene bonded to asbestos. C. Grooved and Shouldered Pipe End Couplings: Malleable iron housing clamps to engage and lock, designed to permit some angular deflection, contraction, and expansion; "C" shaped composition sealing gasket; steel bolts, nuts, and washers; galvanized couplings for galvanized pipe. D. Dielectric Connections: Union with galvanized or plated steel threaded end, copper solder end, water impervious isolation barrier 2.13 GATE VALVES A. Up to 2 inches: Bronze body, non- rising stem and handwheel, inside screw, single wedge or disc, threaded ends. B. Over 2 inches: Iron body, bronze trim, rising stem and handwheel, OS &Y, single, flanged ends. 2.14 GLOBE VALVES A. Up to 2 inches: Bronze body, rising stem and handwheel, inside screw, renewable composition disc, screwed ends, with backseating capacity.. B. Over 2 inches: Iron body, bronze trim, rising stem and handwheel, OS &Y, plug -type disc, flanged ends. 2.15 BALL VALVES A. Up to 2 inches: Bronze body, stainless steel ball, teflon seats and stuffing box ring, lever handle and balancing stops, threaded ends. B. Over 2 inches: Cast iron body, chromed plated steel ball, teflon seat and suffing box seals, lever handle, flanged. 2.16 GAS COCKS A. Up to 2 inches: Bronze body, bronze tapered plug, non - lubricated, teflon packing, threaded ends. B. Over 2 inches: Cast iron body and plug, non - lubricated, teflon packing, flanged ends. 2.17. BUTERFLY VALVES A. Iron body, bronze disc, resilient replaceable seat for service to 180 degrees F, water or lug ends, infinite position lever handle with memory stop. 2.18 SWING CHECK VALVES A. Up to 2 inches: Bronze 45 or 22 degree swing disc, screwed ends. B. Over 2 inches: Iron body, bronze trim, 45 or 22 degree swing disc, renewable seat, flanged ends. 2.19 SPRING LOADED CHECK VALVES A. Iron body, bronze trim, spring loaded, renewable composition disc, screwed, wafer, or flanged ends. 2.20' WATER PRESSURE REDUCING VALVES A. Up to 2 inches: Bronze body, stainless steel and thermoplastic internal parts, fabric reinforced diaphragm, strainer,threaded and single union ends. B. Over 2 inches: cast iron body, bronze fitted, elastomer diaphragm and seat disc, flanged. 2.21 RELIEF VALVES A. Bronze body, teflon seat, steel stem and springs, automatic, direct pressure actuated, capacities ASME certified and labelled. PART 3 EXECUTION 3.1 PREPERATION A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe. B. Remove scale and dirt, on inside and outside, before assembly. I 5 4 I 0 - C. Prepare piping connections to equipment with flanges or unions. 3.2 INSTALLATION A. Provide non - conducting dielectric connectors wherever joining dissimilar metals. B. Route piping in orderly manner and maintain gradient. C. Install piping to conserve building space and not interfere with use of space. D. Group piping whenever practical at common elevations. E. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment. F. Provide clearance for installation of insulation and access to valves and fittings. G. Provide access where valves and fittings are not exposed. Coordinate size and location of access doors with Section 08305. H. Slope water piping and arrange to drain at low points. I. Establish elevations of buried piping outside the building to ensure not less than 2 ft of cover. J. Where pipe support members are welded to structural building framing, scrape, brush clean, and apply one coat of zinc rich primer to welding. K. Prepare pipe, fittings, supports, and accessories not prefinished, ready for finish painting. Refer to Section 09900. L. Establish invert elevations, slopes for drainage to 1/4 inch per foot minimum. Maintain gradients. M. Excavate in accordance with Sections 02222 and 02225 for work of this Section. N. Backfill in accordance with Sections 02223 and 02225 for work of this Section. 0. Install bell and spigot pipe with bell end upstream. P. Install valves with stems upright or horizontal, not inverted. 0. Provide one plug cock wrench for every ten plug cocks sized 2 inches and smaller, minimum one. Provide each plug cock sized 2 -1/2 inches and larger with a wrench with set screw. 3.3 APPLICATION A. Use grooved mechanical couplings and fasteners only in accessible locations. B. Install unions downstream of valves and at equipment or apparatus connections. C. Install brass male adapters each side of valves in copper piped system. Sweat solder adapters to pipe. I 5 4 I 0 - 7 D. Install gate valves for shut -off and to isolate equipment, part of systems, or vertical risers. E. Install globe valves for throttling, bypass, or manual flow control services. F. Provide spring loaded check valves on discharge of water pumps. 3.4 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM A. Prior to starting work, verify system is complete, flushed and clean. B. Ensure PH of water to be treated is between 7.4 and 7.6 by adding alkali (caustic soda or soda ash) or acid (hydrochloric). C. Inject disinfectant, free chlorine in liquid, powder, tablet or gas form, throughout system to obtain 50 to 80 mg /L residual. D. Bleed water from outlets to ensure distribution and test for disinfectant residual at minimum 15 percent of outlets. E. Maintain disinfectant in system for 24 hours. F. If final disinfectant residual tests less than 25 mg /L, repeat treatment. G. Flush disinfectant from system until) residual equal to that of incoming water or 1.0 mg /L. H. Take samples no sooner than 24 hours after flushing, from 5 percent of outlets and from water entry, and analyze in accordance with AWWA C601. 3.5 SERVICE CONNECTIONS A. Provide new sewer services. Before commencing work check invert elevations required for sewer connections, confirm inverts and ensure that these can be properly connected with slope for positive drainage and cover to avoid freezing. B. Connect to storm sewer service. Before commencing work check elevation required for connection with slope for positive drainage and cover to avoid freezing. C. Provide new water service complete with water meter with bypass valves. Provide sleeve in wall for service main and support at wall with reinfirced concrete bridge. Calk enlarged sleeve and make watertight with pliable material. Anchor service main inside to concrete wall. Provide 18 gage galvanized sheet metal sleeve around service main to 6 inch above floor and 6 feet minimum below grade. Size for minimum of 2 inches of loose insulation stuffing. D. Provide new gas service complete with gas meter and regulators. END OF SECTION 15410 D. Hose bibbs hydrants. 1.2 RELATED SECTIONS A. Section 15140 - Suports and Anchors. B. Section 15410 - Plumbing Piping. C. Section 15440 - Plumbing Fixtures. D. Section 15450 - Plumbing Equipment. 1.3 REFERENCES A. ANSI/ASSE 1011 - Hose Connection Vacuum Breakers. B. ANSI/ASSE 1019 - Wall Hydrants, Frost Proof Automatic Draining Anti-Backflow Types. C. ANSI A I I 2.2 I . I - Floor Drains. D. ANSI A112.21.2 - Roof Drains. E. ANSI A112.26.1 - Water Hammer Arresters. F. PDI WH-201 Water Hammer Arresters. 1.4 QUALITY ASSURANCE A. Manufacturer: For each product specified, provide components by same manufacturer throughout. 1.5 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Include component sizes, rough-in requirements, service sizes, and finishes. 15430 - 1 • . PART 2 PRODUCTS 2.1 ROOF DRAINS A. Roof Drains (RD-1): ABSI A112.21.2; galvanized cast iron body with sump, removable cast metal dome strainer, membrane flange and membrane flange with integral gravel stop, with adjustable underdeck clamp, roof sump receiver, waterproofing flange, adjustable extension sleeve (for insulation). B. Roof Overflow Drains (OD): Galvanized cast iron body and clamp collar and bottom clamp ring; pipe extended to 2 inches above flood elevation. 2.2 FLOOR DRAINS A. FD-I: ANSI A112.21.1; galvanized cast iron two piece body with double drainage flange, weep holes, and round, adjustable nickel- bronze strainer. 2.3 FLOOR SINKS A. FS -I: Round lacquered cast iron body with integral seepage pan, epoxy coated interior, aluminum dome strainer, clamp collar, sediment bucket, nickel- bronze frame and grate. 2.4 CLEANOUTS A. Exterior Surfaced Areas: Round cast nickel- bronze access frame and non -skid cover. B. Exterior Unsurfaced Areas: Line type with lacquered cast iron body and round epoxy coated gasketted cover. . 15430 - 2 PART 3 EXECUTION 3.1 PREPARATION A. Coordinate forming of roof of floor construction to receive drains to required invert elevations. 3.2 INSTALLATION AND APPLICATION A • Install specialties in accordance with manufacturer's instructions to permit intended performance.. 8. • Extend cleanouts to finished floor or wall surface. Lubricate' threaded .cleanout plugs with mixture of graphite and linseed oil. Ensure clearance at cleanout for rodding of drainage system. C. Encase exterior cleanouts in concrete flush with grade. D. Install water hammer arrestors complete with accessible isolation valve. SECTION 15440 PLUMBING FIXTURES PART 1 GENERAL 1.1 SECTION INCLUDES A. Water closets. B. Urnials. C. Lavatories. D. Sinks. E. Service sinks. F. Bathtubs. G. Showers. I-1. Drinking fountains. 1. Electric water coolers. 1.2 RELATED SECTIONS A. Secction 06410 - Custon Casework: Preparation of counters for sinks. B. Section 07900 - Joint Sealers: Seal fixtures to walls and floors. C. Section 10800 - Toilet and Bath Accessories: Lavatory tops. D. Section 15140 - Anchors and Supports. E. Section 15410 - Plumbing Piping. F. Section 15430 - Plumbing Specialties. G. Section 15450 - Plumbing Equipment. 1.3 REFERENCES A. ANSI A112.6.1 - Supports for Off-The-Floor Plumbing Fixtures for Pth lic Use. B. ANSI A112.18.1 - Finished and Rough Brass Plumbing Fixture Fittings. C. ANSI A112.19.1 - Enameled Cast Iron Plumbing Fixtures. D. ANSI A112.19.2 Vitreous China Plumbing Fixtures. E. ANSI A112.193 - Stainless Steel Plumbing Fixtures (Designed for Residential Use). F. ANSI A112.19.4 - Porcelain Enameled Formed Steel Plumbing Fixtures. G. ANSI Al 12.19.5 - Trim for Water - Closet Bowls, Tanks, and Urinals. H. ANSI ZI24.I - Gel-Coated Glass -Fiber Reinforced Polyester Resin Bathtub Units. I. ANSI ZI24.2 - Gel - Coated Glass -Fiber Reinforced Polyester Resin Shower Receptor and Shower Stall Units. J. ARI 1010 - Drinking Fountains and Self- Contained Mechanically Refrigerated Drinking Water Coolers. 1.4 QUALITY ASSURANCE A. Fixtures: By same manufacturer for each product specified throughout. B. Trim: By same manufacturer for each product specified thoughout. 1.5 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Include fixture sizes, rough -in dimensions, utility sizes, trim, color, and finishes. 1.6 OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data under provisions of Section 01700. B. Include fixture trim exploded view and replacement parts lists. PART 2 PRODUCTS 2.1 MANUFACTURES - FIXTURES A. Refer to drawings for individual fixture requirements. B. Provide temporary plastic liners for installed bathtubs to protect tub finish from physical damage during construction. - PART 3 EXECUTION 3.1 INSPECTION A. Review millwork shop drawings. Confirm location and size of fixtures and openings before rough -in and installation. B. Verify adjacent construction is ready to receive rough -in work of this Section. 15440 - 3.2 .. INSTALLATION A. Install each fixturer with trap, easily removable for servicing and cleaning. B. Provide chrome plated rigid or flexible supplies to fixtures with keyed stops, reducers, and escutcheons. Install components level and plumb. D. Install and secure fixtures in place with wall carriers and bolts. E. Seal fixtures to wall and floor surfaces with sealant as specified in Section color to match fixtures. 3.3 ADJUSTING AND CLEANING A. Adjust stops or valves for intended water flow rate to fixtures without splashing, . noise, or overflow. B.. At completion clean plumbing fixtures and equipment. C.' Solidly attach water closets to floor with lag screws. Lead flashing is not intended to hold fixture in place. SECTION 15450 PLUMBING EQUIPMENT PART 1 GENERAL 1.1 SECTION INCLUDES A. Water heaters. B. Water storage tanks. C. Pumps. 1.2 RELATED SECTIONS A. Section 15140 - Supports and Anchors. 1.3 REFERENCES A. ANSI /ASME Section 8D - Pressure Vessels. B. ANSI /NFPA 30 - Flammable and Combustible Liquids Code. C. ANSI /NFPA 54 - National Fuel Gas Code. D. ANSI /NFPA 70 - National Electrical Code. 1.4 QUALITY ASSURANCE A. Provide pumps with manufacturer's name, model number, and rating /capacity identi fied. B. Ensure products and installation of specified products are in conformance with recommendations and requirements of the following organizations: 1. American Gas Association (AGA). 2. National Sanitation Foundation (NSF). 3. American Society of Mechanical Engineers (ASME). 4. Notional Board of Boiler and Pressure Vessel Inspectors (NBBPVI). 5. National Electrical Manufacturers' Association (NEMA). 6. Underwriters Laboratories (UL). C. Ensure pumps operate at specified system fluid temperatures without vapor binding and cavitation, are non - overloaded in parallel or individual operation, operate within 25 percent of midpoint of published maximum efficiency curve. 1.5 REGULATORY REQUIREMENTS A. Conform to AGA requirements for water heaters. B. Conform to ANSI /ASME Section 8D for manufacture of pressure vessels for heat exchangers. C. Conform to ANSI /ASME Section 8D for tanks. 15450 - I 1.6 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Include dimension drawings of water heaters indicating components and connections to other equipment and piping. C. Include dimensions of tanks, tank lining methods, anchors, attachments, lifting points, tappings, and drains. D. Indicate pump type, capacity, power requirements, and affected adjacent construction. E. Submit certified pump curves showing pump performance characteristics with pump and system operating point plotted. Include NPSH curve when applicable. F. Submit manufacturer's installation instructions under provisions of Section 01300. G. Submit manufacturer's certificate under provisions of Section 01400 that pressure vessels meet or exceed specified requirements. H. Submit manufactuer's certificate under provisions of Section 01400 that pumps meet or exceed specified requirements. 1.7 OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data under provisions of Section 01700. B. Include operation, maintenance, and inspection data, replacement part numbers . and availability, and service depot location and telephone number. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Provide temporary inlet and outlet caps.. Maintain caps in place until) . installation. 1.9 WARRANTY A. Provide one years manufacturer's warranty under provisions of Section 01700. B. Warranty: Include coverage of domestic water heaters water storage tanks and in -line circulator. PART PRODUCTS 2.1 DOMESTIC HOT WATER BOILER (GAS FIRED) A. Boiler shall consist of finned copper tube heat exchanger, burners, refectory, controls, piping, and steel jacket. B. Boiler: Finned copper tube heat exchanger, single bank, straight through design. Headers all bronze. Burners stainless steel, easily removable with slide -out burner tray. Retrun header "floating design ", to eleminate thermal shock. Boiler steel jacket and interlocking refactory panels to keep radiation losses to minimum. C. Controls: 24 volt, totally enclosed. Modulating gas valve shall control imput to 20 percent of maximum output capacity; required operating and safety features. 2.2 DOMESTIC HOT WATER STORAGE TANKS A. Tank: Welded steel, ASME labelled for working pressue of 125 psig, steel support saddles, tappings for accessories, threaded connections of stainless steel, access manhole. B. Lining: Glass lining, .007 inches to .008 inches thick, continuous over entire interior surface of tank. C. Openings: Up to 3 inches, copper- silicone threaded; over 4 inches, flanged. D. Accessories: Tank drain, water inlet and outlet, thermometer range of 40 to 200 degrees F, ASME pressure relief valve suitable for maximum working pressure. 2.3 IN -LINE CIRCULATOR PUMPS A. Casing: Bronze, rated for 125 psig working pressure. B. Impeller: Bronze. C. Shaft: Alloy steel with integral thrust collar and two oil lubricating bronze sleeve bearings. D. Seal: Carbon rotating against a stationary ceramic seat. E. Drive: Flexible coupling. PART EXECUTION 3.1 WATER HEATER INSTALLATION A. Install water heaters in accordance with manufacturer's instructions and to AGA requirements. B. Coordinate with plumbing piping and related fuel piping, gas venting and electrical work to achieve operating system. 3.2 DOMESTIC HOT WATER STORAGE TANK INSTALLATION. A. Install tanks in accordance with manufacturer's instructions. B. Provide steel pipe support for tanks, independent of building structural framing members. C.. Clean and flush tank after installation. Seal until) connections are made. PUMP INSTALLATION A. Install in accordance with manufacturer's instructions. B. Provide air cock and drain connection on horizontal pump casing. C. Provide line sized gate valve and strainer on suction and line sized soft seated . check valve and globe valve on discharge. D. Decrease from line size, with long radius reducing elbows or reducers. Support piping adjacent to pump such that no weight is carried on pump casings. Provide supports under elbows on pump suction and discharge line sizes 4 inches and over. E..:Ensure pumps operate at specified system fluid temperatures without vapor . binding or cavitation, are non - overloading in parallel or individual operation, and operate within 12 percent of midpoint of dpo published maximum efficiency curve. D: OF SECTI 4 SECTION 15535 REFRIGERATION SPECIALTIES. PART 1. GENERAL 1.1 SECTION INCLUDES A. Liquid indicators. B. Strainers. C. Refrigerent driers. D. Filter- driers. E. Solenoid valves. F. Expansion valves. G. Refrigerant charging valves.' H. Flexible connections. 1.2 REGULATORY REQUIREMENTS A. Comply with applicable regulations and mechanical refrigeration codes. 1.3 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Submit shop drawings indicating schematic layout of system, including equipment, critical dimensions, and sizes. C. Submit product data indicating general assembly of specialties, including manufacturer's catalogue information. D. Submit manufacturer's installation instructions under provisions of Section 01300. 1.4 PROJECT RECORD DOCUMENTS A. Submit documents under provisions of Section 01700. B. Accurately record exact locations of equipment and refrigeration accessories on record drawings. 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Deliver and store piping and speicialties in shipping containers with labelling in place. C. Store and protect product under provisions of Section 01600. D. Protect pipeing and specialties from entry of contaminating material by leaving end caps and plugs in place until installation. PART 2 PRODUCTS 2.1 LIQUID INDICATORS A. Indicators: Double port type, UL listed, with copper or brass body, flared or solder ends. B. Provide removabale seal caps on each port for inspection of refrigerant condition. C. Provide full size liquid indicators in main liquid line leaving condenser. If receiver is used, install in liquid line leaving receiver. 2.2 STRAINERS A. Angle type with brass shell, and replaceable cartridge. B. Suitable for refrigerant and piping material utilized in the system. C. Provide full size strainer ahead of each automatic valve. Where multiple expansion valves with integral strainers are used install single main liquid line strainer. D. On steel piping systems provide strainer in suction line to remove scale and rust. E. Provide shut -off valve on each side of strainer to faciliate maintenance. 2.3 REFRIGERANT DRIERS A. In -line or angle type with copper or brass shell. B. Employ replaceable desiccant drier material. C. Provide full flow permanent refrigerant drier in low temperature systems and systems utilizing hermetic compressors. D. Provide three -valve by pass assembly. 15535 2.4 FILTER - DRIERS A. Angle type with brass shell using combined straining and drying material. B. - Employ replaceable desiccant material. C. Acceptable in lieu of separate strainers and driers. D. Provide three -vavle by pass assembly. 2.5 SOLENOID VALVES A. Copper or brass body with flared or threaded ends. B. Use replaceable coil assembly. C. Provide manually operated stem to permit operation in case of coil failure. D. Provide solenoid valves in liquid line of systems operating with single pump -out or pump -down compressor control, in liquid line of single or multiple evaporator systems, and in oil bleeder lines from flooded evaporators to stop flow of oil and refrigerant into suction line when system shuts down. 2.6 . EXPANSION VALVES A. Angle or straight thru type design suitable for refrigerant utilized in system. B. Brass body, internal or external equalized, and adjustable superheat setting, complete with capillary tube and remote sensing bulb. C. Size expansion valves to avoid of being undersizeed at full load and excessively oversized at partial Toad. D. Evaluate refrigerant pressure drop through system to determine the available pressure drop across each valve. E. Select valves for maximum load at design operating pressure and minimum 43 degrees F of superheat. 2.7 CHARGING VALVES A. General purpose type with brass body, flared or solder ends, and removable valve core. B. Provide valve inlet with quick coupling connections for ease of charging. C. Provide refrigerant charging connections in liquid line between receiver shut -off valve and expansion valve. FLEXIBLE CONNECTORS A. Close pitch corrugated bronze hose with single layer of exterior braiding. B. At least 9 inches long with bronze fittings. C. ` Utilize only at or near compressor where it is not physically possible to absorble vibration within piping configuration. PART 3 EXECUTION INSTALLATION A. Install refrigeration specialties in accordance with manufacturer's instructions. REFRIGERANT DRIERS A. Mount drier vertically in liquid line adjacent to receiver with bypass assembly to permit isolation of drier for servicing 3.3 .FILTER- DRIERS A. Install with bypass assemble to permit isolation for servicing. EXPANSION VALVES A. Locate expansion valves sensing bulb immediately after evaporator outlet on suction line. SECTION 15623 SPLIT SYSTEM HEAT PUMP PART 1 GENERAL 1.1 SECTION INCLUDES A. Split system heat pumps. 1.2 QUALITY ASSURANCE A. Conform to requirements of UL and applicable codes. B. Cooling system tested and rated to Air - Conditioning and Refrigeration Institute Standard 240 and 270. 1.3 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300 showing dimensions, connections, arrangement, accessories, and controls. B. Submit manufacturer's installation instructions under provisions of Section 01300. 1.4 OPERATION AND MAINTENANCE DATA A. Submit manufacturer's descriptive literature operating instructions, and maintenance and repair data under provisions of Section 01700. 1.5 WARRANTY A. Provide five year warranty on compressors under provisions of Section 01700. PART 2 PRODUCTS 2.1 SPLIT SYSTEM HEAT PUMP A. Split System Heat Pump: Outdoor condensing unit, indoor fan -coil unit, all interconnecting refrigerant piping and wiring. B. Outdoor Unit: Hermetically sealed, spring isolated compressors, condensor coil and fan, changeover valve, refrigerant specialties, crankcase heater, automatic defrost system, electrical components, all contained in weatherproof casing. Motors with thermal overload protection. Defrost system combination time /temperature device. Outdoor thermostat to lock out indoor unit electric heating coil at temperatures abve 30 degrees F. (adjustable). Refrigerant piping factory charged with suction line insulated. 15623 Indoor. Unit: Direct drive supply fan and motor, evaporator : coil, supplementary electric heater, refrigerant piping, filter and filter rack, transformer, electrical components, all contained in internally insulated cabinet. .Coil shall be provided . to all components which require servicing. Air handler designed for vertical or horizontal installation as indicated on drawings. Fan . motors with overload protection. Supplementary electric heaters UL certifified with unit and attached to unit. Heaters equiped with airflow, switch to prevent operation with inadequate air flow. . Controls: Motor starts, disconnect switches, overload protection, high and low pressure refrigerant controls, compressor cycling protection, defrost system, and terminal strips for connection of remote controls. PART 3 : EXECUTION '3.1 INSTALLATION,' A. Suspend.indoor fan -coil unit `above ceiling using`spring isolators. B. Mount o .utdoor unit •on roof, on treated 4 :x .4 wood timbers. '. END OF SECTION; 6 SECTION 15781 PACKAGED ROOF TOP HEATING /COOLING UNITS PART 1 GENERAL 1.1 SECTION INCLUDES A. Packaged roof top unit. B. Unit controls. C. Roof mounting frame and base. 1.2 RELATED SECTIONS A. Section 15170 - Motors: Evaporator and condensor fan motors. B. Section 15290 - Ductwork Insulation: Duct liner. 1.3 REFERENCES A. ANSI /NFPA 90A - Installation of Air Conditioning and Ventilation Systems. B. ARI 210 - Standard for Unitary Air - Conditioning Equipment. C. ARI 270 - Sound Rating of Outdoor Unitary Equipment. 1.4 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Submit product data for manufactured products and assemblies required for this project. C. Indicate electrical service and duct connections on product data. D. Submit manufacturer's installation instructions under provisions of Section 01300. 1.5 OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data under provisions of Section 01700. B. Submit manufacturer's descriptive literature, operating instructions, installation instructions, maintenance and repair data, and parts listing. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. I5781 - C. Protect units from physical damage by storing off site until roof mounting frames are in place, ready for immediate installation of units. 1.7 WARRANTY A. Provide five year manufacturer's warranty under provisions of Section 01700. B. Warranty: Include coverage of refrigeration compressors. 1.8 EXTRA MATERIALS A. Provide one set filters under provisions of Section 01700. PART 2 PRODUCTS 2.1 MANUFACTURED UNITS A. Provide roof - mounted units having gas burner and electric refrigeration. B. Units shall be self - contained, packaged, factory assembled and prewired, consisting of cabinet and frame, supply fan, heat exchanger and burner, controls, air filter, refrigerant cooling coil and compressor, condenser coil and fan. 2.2 FABRICATION A. Cabinet: Steel with baked enamel finish, access doors or removeable access panels with quick fasteners. Structural members shall be minimum 18 gage, with access doors or removable panels, minimum 20 gage. B. Insulation: One inch thick neoprene coated glass fiber on surfaces where conditioned air is handled. Protect edges from erosion. C. Heat Exchangers: Aluminized steel; of welded construction. D. Supply Fan: Forward curved centrifugal type, resiliently mounted with V -belt drive, adjustable variable pitch motor pulley, and rubber isolated hinge mounted motor. E. Air Filters: One inch thick fiber disposable media in metal frames. 2.3 BURNER A. Gas Burner: Atmospheric type burner with adjustable combustion air supply, pressure regulator, gas valve, manual shut -off, intermittent spark or glow coil ignition, flame sensing device, and automatic 100 percent shut -off pilot. B. Gas Burner Safety Controls: Energize ignition, limit time for establishment of flame, prevent opening of gas valve until pilot flame is proven, stop gas flow on ignition failure, energize blower motor, and after air flow proven and slight delay, allow gas valve to open. C. High Limit Control: Temperature sensor with fixed stop at maximum permissible setting, de- energize burner on excessive bonnet temperature and energize burner when temperature drops to lower safe value. 15781 - 2 D. Supply Fan Control: Temperature sensor sensing bonnet temperatures and independent of burner controls, or adjustable time delays with switch for continuous fan operation. 2.4 EVAPORATOR COIL A. Provide copper tube aluminum fin coil assembly with galvanized drain pan and connection. B. Provide capilliary tubes or thermostatic expansion valves for units of 6 tons capacity and less, and thermostatic expansion valves and alternate row circulating for units 7.5 tons cooling capacity and larger. 2.5 COMPRESSOR A. Provide hermetic or semi - hermetic compressor, 3600 rev /min maximum, resiliently mounted with positive lubrication, crankcase heater, high and low pressure safety controls, motor overload protection, suction and discharge service valves and gage ports, and filter drier. B. Five minute timed off circuit shall delay compressor start. C. Provide step capacity control by cycling compressors. 2.6 CONDENSER A. Provide copper tube aluminum fin coil assembly with sub - cooling rows. B. Provide direct drive propleller fans, resiliently mounted with fan guard, motor overload protection, wired to operate with compressor. C. Provide refigerant pressure switchs to cycle condenser fans. 2.7 SUPPLY /RETURN CASING A. Dampers: Provide manual outside air dampers for fixed outside air quantity. 2.8 OPERATING CONTROLS A. Provide low voltage, adjustable thermostat to control burner operation compressor and condenser fan, and supply fan to maintain temperature setting. I. include system selector switch (off -heat- auto -cool, and fan control switch (on- auto). 2. Locate thermostat in room as shown. PART 3 . EXECUTION 3.1 EXAMINATION A. Verify that roof is ready to receive work and opening dimensions are as indicated on shop drawings. B Verify that proper power supply is available. 3.2 INSTALLATION A. ; Install in accordance with manufacturer's instructions. . Mount units on factory built roof mounting frame providing watertight enclosure to protect ductwork arid utllity services. ;Install roof mounting frame level. SECTION 15882 AIR DISTRIBUTION EQUIPMENT (FANS) PART 1 GENERAL 1.1 SECTION INCLUDES A. Centrifugal fans. B. Roof mounted fans. 1.2 RELATED SECTIONS A. Section 15781 - Packaged Roof Top Heating /Cooling Units. B. Section 15890 - Ductwork. 1.3 QUALITY ASSURANCE A. Conform to AMCA Bulletins regarding construction and testing. Fans shall bear AMCA certified rating seal. 1.4 SUBMITTALS A. Submit shop drawings under provisions of Section 01300. B. Submit with shop drawings, operating point plotted on curves. C. Submit manufacturers' installation instructions under provisions of Section 01300. 1.5 PROJECT CONDITIONS A. Do not operate fans for any purpose, temporary or permanent, until ductwork is clean, filters in place, bearings lubricated, and fan has been run under observation. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Provide and install items as listed in schedule. B. Manufacturer named items are for standard of reference and do not necessarily limit supply to named manufacturer. Items of same physical size, function and performance are acceptable under provisions of Section 01600. C. Equivalent fan selections shall not decrease motor horsepower (wattage), increase noise level, increase tip speed by more than 10 percent, or increase inlet air velocity by more than 20 percent, from that specified. 15.882.- 1 D. Fan performance based on sea level conditions. E. Refer to Fan Schedule. 2.2 SELECTION AND BALANCING A. Provide fans capable of accommodating static pressure variations of plus or minus 10 percent. B. Provide balanced variable sheaves for motors 15 hp and under, and fixed sheaves for 20 hp and over. Statically and dynamically balance fans to elirninate vibration or noise transmission to occupied areas of the building. D. Provide belt guards on belt driven fans. E. Provide safety screen where inlet or outlet is exposed. PAINTING A. Prime coat fan wheels and housing factory inside and outside. Prime coating on aluminum parts is not required. 2A CENTRIFUGAL FANS A. Fabricate with multi -blade wheels in steel housing reinforced as necessary. B. Except for packaged air units, belted vent sets, and as otherwise noted. Centrifugal fans over 17 inch diameter shall have die - formed air foil blades welded to side and back plate. C. Provide V -belt drives with fan and motor mounted on reinforced, rigid steel base with adjustable motor mount. D. Provide heavy duty, self - aligning, anti- friction bearings with external lubrication. 2.5 ROOF MOUNTED FANS A. Provide V -belt drives with fan and motor mounted to main housing through neoprene anti - vibration pads. B. Reinforce aluminum dome type housings for 20 inch wheel and larger. C. Provide multi - blade, rattle free, backdraft damper with felt lined blade edges, . birdscreen, and curb caps. PART 3 EXECUTION 3.1 INSTALLATION A. Supply and install sheaves as necessary for final air balancing.; ,. B. Set roof mounted fans on curbs. SECTION 15890 DUCTWORK PART 1 GENERAL 1.1 SECTION INCLUDES A. Low pressure ducts. B. Duct cleaning. 1.2 RELATED SECTIONS A. Section 09900 - Painting: Weld priming, weather resistant, paint or coating. B. Section 15140 - Supports and Anchors: Sleeves. C. Section 15290 - Duct Insulation. D. Section 15910 - Ductwork Accessories. E. Section 15936 - Air Inlets and Outlets. F. Section 15991 - Testing, Adjusting and Balancing. 1.3 REFERENCES A. ASHRAE - Handbook 1981 Fundamentals; Chapter 33 - Duct Design. B. ASHRAE - Handbook 1983 Equipment; Chapter I - Duct Construction. C. ASTM A90 - Weight of Coating on Zinc-Coated (Galvanized) Iron or Steel Articles. D. ASTM A167 - Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip. E. ASTM A525 - General equirements for Steel Sheet, Zinc-Coated (Galvanized) By the Hot-Dip Process. F. ASTM A - Steel Sheet, Zinc-Coated (Galvanized) by Hot-Dip Process, Lock Forming Quality. G. ASTM B209 - Aluminum and Aluminum Alloy Sheet And Plate. H. NFPA 90A - Installation of Air-Conditioning and Ventilating System. 1. NFPA B - Warm Air Heating and Air-Conditioning Systems. J. SMACNA - Low Pressure Duct Construction Standards. 15890-1 K. SMACNA - Fibrous Glass Duct Construction Standards. L. UL 181 - Factory -Made Air Ducts and Connectors. 1.4 DEFINITIONS A. Duct Sizes: Inside clear dimensions. For lined ducts, maintain sizes inside lining. B. Low Pressure: Three pressure classifications: 1/2 inch WG positive or negative static pressure and velocities Tess than 2,000 FPM; I inch WG positive or negative static pressure and velocities Tess than 2,500 FPM and 2 inch WG positive or negative static pressure and velocities less than 2,500 FPM. 1.5 REGULATORY REQUIREMENTS A. Construct ductwork to NFPA 90A standards. 1.6 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Indicate duct fittings, including particulars such as gages, sizes, welds, and configurations prior to start of work for low pressure systems. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. PART 2 PRODUCTS 2.1 MATERIALS A. General: Non - combustible or conforming to requirements for Class 1 air duct materials, or UL 181. B. Steel Ducts: ASTM 4525 or ASTM A527 galvanized steel sheet, lock- forming quality, having zinc coating of 1.25 ounces per square foot for each side in conformance with ASTM A90. . C. Aluminum Ducts: ANSI /ASTM B209; aluminum sheet, alloy 3003 -H14. Aluminum Connectors and Bar Stock: Alloy 6061 -T6 or of equivalent strength. D. Flexible Ducts: Interlocking spiral of galvanized steel or aluminum construction or fabric supported by helically wound spring steel wire or flat steel bands; rated to 2 inches WG positive and 1.5 inches WG negative for low pressure ducts. E. Insulated Flexible Ducts: Flexible duct wrapped with flexible glass fiber insulation, enclosed by seamless aluminum pigmented plastic vapor barrier jacket; maximum 0.23 K value at 75 degrees F. F. Fasteners: Rivets, bolts, or sheet metal screws. 15890 -2 G. Sealant: Non -hardening, water resistant, fire resistive, compatible with mating materials; liquid used alone or with tape, or heavy mastic. H. Hanger Rod: Steel, galvanized; threaded both ends, threaded one end, or continuously threaded. 2.2 LOW PRESSURE DUCTWORK A. Fabricate and support in accordance with SMACNA Low Pressure Duct Construction Standards and ASHRAE handbooks, exceept as indicated. Provide duct material, gages, reinforcing, and sealing for operating pressures indicated. B. Size round ducts installed in place of rectangular ducts in accordance with ASHRAE table of equivalent rectangular and round ducts. No variation of duct configuration or sizes permitted except by written permission. C. Construct T's, bends, and elbows with radius of not less than I -1/2 times width of duct on center line. Where not possible and where rectangular elbows used, provide air foil tuming vanes. Where acoustical lining is indicated, provide turning vanes of perforated metal with glass fiber insulation. D. Increase duct sizes gradually, not exceeding 15 degrees divergence wherever possible. Divergence upstream of equipment shall not exceed 30 degrees and convergence downstream shall not exceed 45 degrees. E. Provide easements where low pressure ductwork conflicts with piping and structure. Where easements exceed 10 percent duct area, split into two ducts maintaining original duct area. F. Connect flexible ducts to metal ducts with draw bands. G. Use crimp joints with or without bead for joining round duct sizez 8 inch and smaller with crimp in direction of air flow. H. Use double nuts and lock washers on threaded rod supports. PART 3 EXECUTION 3.1 INSTALLATION A. Provide openings in ductwork where required to accommodate thermometers and controllers. Provide pilot tube openings where required for testing of systems, complete with metal can with spring device or screw to ensure against air leakage. Where openings are provided in insulated ductwork, install insulation material inside a metal ring. B. Locate ducts with sufficient space around equipment to allow normal operating and maintenance activities. C. Connect diffusers to low pressure ducts with 5 ft maximum length of flexible duct. Hold in place with strap or clamp. 15890 -3 D. During, construction provide . temporary closures of metal or taped polyethylene on open ductwork to prevent construction dust from entering` ductwork system. 3.2 DUCTWORK APPLICATION AIR SYSTEM Low Pressure Supply (System with cooling coils) SCHEDULE Return and Relief Steel General Exhaust Steel Outside Air Intake Steel 3.3 : ADJUSTING AND CLEANING A. Clean duct system and ; force air:: at high velocity through duct to remove .. accumulated dust. To obtain sufficient air, clean half the system at a time. Protect equipment which may be harmed by excessive dirt with temporary filters, or bypass during cleaning. � SECTION 15910 DUCTWORK ACCESSORIES PART I GENERAL 1.1 SECTION INCLUDES A. Volume control dampers. B. Fire dampers. C. Backdraft dampers. D. Air turning devices. E. Flexible duct connections. F. Duct access doors. G. Duct test holes. 1.2 RELATED SECTIONS A. Section 15890 - Ductwork. 1.3 REFERENCES A. NFPA 90 - Installation of Air-Conditioning and Ventilating Systems. B. SMACNA - Low Pressure Duct Construction Standards. UL 33 - Heat Responsive Links for Fire-Protection Service. D. UL 555 - Fire Dampers and Ceiling Dampers. 1.4 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Submit manufacturers' installation instructions under provisions of Section 01300, for fire dampers. PART 2 PRODUCTS 2.1 VOLUME CONTROL DAMPERS A. Fabricate in accordance with SMACNA Low Pressure Duct Construction Standards, and as indicated. B. Fabricate splitter dampers of material same gage as duct to 24 inches sizes in either direction, and two gages heavier for sizes over 24 inches. C. Fabricate splitter dampers of single thickness sheet metal to streamline shape. Secure blade with continuous hinge or rod. Operate with minimum 1/4 inch diameter rod in self aligning, universal joint action flanged bushing with set screw. D. Fabricate single blade dampers for duct sizes to 9-1/2 X 30 inch. E. Fabricate multi blade damper of opposed blade pattern with maximum blade sizes 12 x 72 inch. Assemble center and edge crimped blade, in prime coated or galvanized channel frame with suitable hardware. F. Except in round ductwork 12 inches and smaller, provide end bearings. On multiple blade dampers, provide oil- impregnated nylon or sintered bronze bearings. G. Provide locking, indicating quadrant regulators on single and multiple dampers. Where rod lengths exceed 30 inches provide regulator at both ends. H. On insulated ducts mount quadrant regulators on stand -off mounting brackets, bases, or adapters. 2.2 FIRE DAMPERS A. Fabricate in accordance with NFPA 90A and UL 555, and as indicated. B. Fabricate ceiling dampers of galvanized steel, 22 gage frame, stainless steel closure spring, and light wieght, heat retardant non- asbestos fabric blanket closure. C. Fabricate curtain type dampers of galvanized steel with interlocking blades. Provide stainless steel closure springs and latches for horizontal installations. Configure with blades out of air stream. D. Fabricate multiple blade fire dampers with 16 gage galvanized steel frame and blades, oil - impregnated bronze or stainless steel sleeve bearings and plated steel axles, 1/8 X 1/2 inch plated steel concealed linkage, stainless steel closure spring, blade stops, and lock. E. Fusible links, UL 33, shall separate at 160 degress F. Provide adjustable link straps for calibration fire/balancing dampers. 2.3 BACKDRAFT DAMPERS A. Gravity backdraft dampers, size 18 X 18 inches or smaller, furnished with air moving equipment, may be air moving equipment manufacturer's standard construction. 15910 -2 2.4 AIR TURNING DEVICES A. Milti -blade device with blades aligned in short dimension; steel ar aluminum construction; with individually adjustable blades, mounting straps. 2.5 FLEXIBLE DUCT CONNECTIONS A. Fabricate in accordance with SMACNA Low Pressure Duct Construction Standards, and as indicated. B. UL listed fire - retardant neoprene coated woven glass fiber fabric to NFPA 90A, minimum density 20 oz per sq yd, approximately 6 inches wide, crimped into metal edging strip. 2.6. DUCT ACCESS DOORS A. Fabricate in accordance with SMACNA Low Pressure Duct Construction Standards, and as indicated. . Review locations prior to fabrications. C. Fabricate rigid and 'close-fitting doors of galvanized steel with sealing gaskets and quick fastening locking devices. For insulated ductwork, install minimum one inch thick insulation with sheet metal cover. D. Access doors smaller than 12 inches square may be secured with sash locks. E. Provide two hinges and two sash locks for sizes up to 18 inches square, three hinges and two compression latches with outside and inside handles for sizes up to 24 X 48 inches. Provide and additional hinge for larger sizes. F. Access doors with sheet metal screw fasteners are not acceptable. 2.7 DUCT TEST HOLES A. Cut or drill temporary test holes in ducts or required. Cap with neat patches, neoprene plugs, threaded plugs, or threaded or twist -on metal caps. B. Permenent test holes shall be factory fabricated, air tight flanged fittings with screw cap.. Provide extended neck fittings to clear insulation. PART 3 EXECUTION 3.1 INSTALLATION A. Install accessories in accordance with manufacturer's instructions. B. Provide balancing dampers at points on low pressure supply, return, and exhaust systems where branches are taken from larger ducts as required for air balancing. Use splitter dampers only where indicated. Provide fire dampers at locations indicated, and where . required by authorities having jurisdiction. Install with required perimeter mounting angles, sleeves, breakaway duct connections, corrosion resistant springs, bearings, bushings, and hinges. Demonstrate re- setting of fire dampers to authorities having jurisdiction and Owner's representative. Provide backdraft dampers on exhaust fans or exhaust ducts nearest to outside and where indicated. Provide flexible connections immediately adjacent t equipment in ducts associated with fans and motorized equipment. Provide duct access doors for inspection and cleaning before and after filters, coils, fans, automatic dampers, at fire dampers, and elsewhere as indicated. Provide minimum 8 X 8 inch size for hand access, 18 X 18 inch size for shoulder access, and as indicated. H. Provide duct test holes where indicated and required for testing and balancing 0 purposes. SECTION 15936 AIR OUTLETS AND INLETS PART 1 GENERAL 1.1 SECTION INCLUDES A. Diffusers. B. Grilles and registers. C. Louvers. 1.2 RELATED SECTIONS A. Section 09900 - Painting: Painting of ductwork visible behind outlets and inlets. 1.3 REFERENCES A. ADC 1062 - Certification, Rating and Test Manual. B. AMCA 500 - Test Method for Louvers, Dampers and Shutters. C. ANSI /NFPA 90A - Installation of Air Conditioning and Ventilating System. D. ARI 650 - Air Outlets and Inlets. E. ASHRAE 70 - Method of Testing for Rating the Air Flow Performance of Outlets and Inlets. F. SMACNA - Low Pressure Duct Construction Standard. 1.4 QUALITY ASSURANCE A. Test and rate performance of air outlets and inlets in accordance with ADC Equipment Test Code 1062 and ASHRAE 70. B. Test and rate performance of louvers in accordance with AMCA 500. 1.5 REGULATORY REQUIREMENTS A. Conform to ANSI /NFPA 90A. 1.6 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Provide product data for items required for this project. C. Submit schedule of outlets and inlets indicating type, size, and noise level. D. Review requirements of outlets and inlets as to size, finish, and type of mounting prior to submitting product data and scheules of outlets and inlets. E. Submit two samples of each required louver under provisions of Section 01300. F. Submit manufacturer's installation instructions under provisions of Section 01300. PART 2 PRODUCTS 2.1 RECTANGULAR CEILING DIFFUSERS A. Rectangular, adjustable pattern, stamped, multicore type diffuser to discharge air in 360 degree pattern with sectorizing baffles where indicated. B. Provide frame for T -bar lay -in or gypboard ceilings, as shown on Drawings. C. Fabricate of steel with baked enamel off -white finish. 2.2 CEILING EXHAUST AND RETURN REGISTERS /GRILLES A. Streamlined blades, depth of which exceeds 3/4 inch spacing, with spring tension or other device to set blades, horizontal face. B. Fabricate one inch margin frame with concealed mounting. C. Fabricate of steel with 20 gage minimum frames and 22 gage minimum blades, steel and aluminum with 20 gage minimum frame, or aluminum extrusions, with factory baked enamel finish. 2.3 WALL SUPPLY REGISTERS /GRILLES A. Streamlined and individually adjustable blades, depth of which exceeds 3/4 inch maximum spacing with spring tension or other device to set blades, vertical face, double deflection. B. Fabricate one inch margin frame with concealed mounting and gasket. C. Fabricate of steel with 20 gage minimum frames and 22 gage minimum blades, steel and aluminum with 20 gage minimum frame, or aluminum extrusions; with factory prime coat finish. 2.4 WALL EXHAUST AND RETURN REGESTERS /GRILLES A. Streamlined blades of which exceeds 3/4 inch spacing, with spring or other device to set blades, horizontal face. B. Fabricate one inch margin frame with concealed mounting and gasket. C. Fabricate of steel with 20 gage minimum frames and 22 gage mimimum blades, steel and aluminum extrusions, with factory prime coat finish. 15936 - 2 2.5 LOUVERS A. Provide 4 inch deep with louvers with blades on 45 degree slope with center baffle and return bend heavy channel frame, birdscreen with I/2 inch square mesh for exhaust and 3/4 inch for intake. B. Fabricate of 12 gage extruded aluminum , welded assembly, with factory color anodized finish. C. Furnish with interior angle flange for installation. PART 3 EXECUTION 3.1 INSTALLATION A. Install items in accordance with manufacturers' instructions. Check location of outlets and inlets and make necessary adjustments in position to conform with architectural features, symmetry, and lighting arrangement. Refer to Section 09900. C. Install diffusers to ductwork with air tight connection. D. Provide balancing dampers on duct take -off to diffusers, and grilles and registers, regardless of whether dampers are specified as part of the diffuser, or . grille and register assembly. Paint ductwork visible behind air outlets and inlets matte black. Refer. to Section 09900. END OF SECTION; 3 EXECUTION INSPECTION A. Verify that Project conditions comply with requirements. B. Verify that status of Work meets requirements for starting of equipment, and systems. 3.2 PREPARATION A. Coordinate ssequence for start -up of various items of equipment, including Owner Provided equipment. B. Notify Construction Manager seven days prior to start -up of each item of equipment. ▪ Have Contract Documents, shop drawings, product data, and operational and maintenance data at hand during entire start -up process. D. Verify that each piece of equipment or system has been checked for proper . lubrication, drive rotation, belt tension, control sequence, or other conditions which may cause damage. . Verify control systems are fully operational in automatic mode. • Verify that tests, meter readings, and specified electrical characteristics agree with those specified by the electrical equipment manufacturer. ▪ Verify wiring to motors and controls required by mechanical work for operational smoke and fire protection demonstrations is complete. H. Verify wiring and support systems for equipment installed under separate contracts is complete and checked. I Bearings: Inspect for cleanliess; clean and remove foreign matter. Verify aligment; take corrective measures. . Drives: Inspect for tension on belt drives, adjustment of varipitch sheaves and drives, alignment, proper equipment speed, and clenliness. Take corrective action Motors: Verify that motor amperage agrees with nameplate value. Inspect for, conditions which produce excessive current flow and which exist due to equipment malfuction. Take corrective action. STARTING SYSTEMS A. Execute start -up under supervision of responsible Contractor's personnel.. B. Place equipment in operation in proper sequence. END OF SECTION SECTION 15991 TESTING, ADJUSTING, AND BALANCING OF SYSTEMS PART 1 GENERAL 1.1 SECTION INCLUDES A. Cooperate with testing organization services under provisions specified in Section OI400. 1.2 . RELATED SECTIONS A. Document - General Conditions: Inspections, tests, and approvals required by public authorities. B. Section 15990 - Starting of systems. C. Individual Sections: Qualification of testing organization; specific services required. 1.3 SUBMITTALS • A. Prior to start of work, submit name of organization proposed to perform � 9 P P� Pe services. Designate managerial responsibilities for coordination of entire testing, adjusting, and balancing. B. Submit documentation to confirm organization qualifications. C. Submit three preliminary specimen copies of each of the report forms proposed for use. Fifteen days prior to Substantial Completion, submit three copies of final reports. Submit reports of testing, adjusting, and balancing which is postponed due to seasonal, climatic, occupancy, or other reasons beyond Contractor's control, promptly after execution of those services. 1.4 PROCEDURES, GENERAL A. Comply with procedural standards of certifying association under whose standards service will be performed. B. Notify Construction Manager three days prior to beginning of operations. C. Accurately record data for each step. D. Report to Construction Manager any defects or deficiencies noted during performance of services. 1.5 FINAL REPORTS A. Organization having managerial responsibility shall make reports. B. Each Form: Bear signature of recorder, and that of supervisor of reporting organization. C. Identify each instrument used, and latest date of calibration of each. 1.6 CONTRACTOR RESPONSIBILITIES A. Prepare each system for testing and balancing. B. Cooperate with testing organization, provide access to equipment and systems. Operate systems at designated times, and under conditions required for proper testing, adjusting, and balancing. C. Notify testing organization seven days prior to time system will be ready for testing, adjusting, and balancing. PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.1 PREPARATION • A. Provide instruments required for testing, adjusting, and balancing operations. Make instruments available to Construction Manager to facilitate spot checks during testing. Retain possession of instruments and remove at completion of services. . Verify installation of system to be tested is complete and in continuous operation. C. Verify ambient conditions and related facilities are in full operation. 3.2 TESTING, ADJUSTING, AND BALANCING SERVICES A. Adjust all air volumes to quanities shown, with allowable variation of plus 10, minus 10 percent. B. Record all system, zone, diffuser, grille, and register C.F.M. C. Tesy and record all systems static pressure, inlet, and discharge, on all packaged units, fans, and terminal units. D. Test and record motor full amps and nameplate amps. E. Test and record entering and leaving temperaturs at all coils. F. ::'Adjust all automatically operated dampers, in cooperation with the Control Contractor, to the required settings. G. Adjust diffusers and grilles for proper deflection, throw, and coverage. Eliminate drafts and excessive noise where possible. .H. Mark final positions of all balance dampers with red felt pen. SECTION 15992 SYSTEMS DEMONSTRATION PART 1 GENERAL 1.1 SECTION INCLUDES A. Precedures for demonstration of equipment operation and instruction of Owner's personnel. 1.2 RELATED SECTIONS A. Section 15990 - Starting of Systems. B. Section 01700 - Contract Closeout: Operation and maintenance data. C. Individual Sections: Specific requirements for demonstrating systems and equipment. 1.3 QUALITY ASSURANCE ' A. Owner will provide list of personnel to recieve instruction, and will coordinate their attendance at agreed -upon times. 1.4 SUBMITTALS A. Submit preliminary schedule for Owner's approval, listing times and dates for demonstration fo each item of equipment and each system, two weeks prior to proposed demonstration dates. B. Submit reports within one week after completion of demonstrations, that demonstrations and instructions have been satisfactorily completed. Give time and date of each demonstration, and hours devoted to demonstration, with a list of persons present. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.1 PREPARATION A. Verify equipment has been inspected and put into, operation; testing, adjusting, and balancing has been performed in accordance with Section 15991, and equipment and systems are fully operational. B. Have copies of completed operational and maintenance manuals at hand for use in demonstrations and instructions. 3.2 DEMONSTRATIONS AND INSTRUCTIONS A. Demonstrate operation and maintenance fo equipment and systems to Owner's personnel two weeks prior to date of final inspection. For equipment requiring seasonal operation, perfrom instructions for other seasons within six months. Use operation and maintenance manuals as basis of instruction. Review contents of manual with personnel in detail to explain all aspects of operation and maintenance. Demonstrate start -up, operation, control, adjustment, . trouble- shooting, servicing, maintenance, and shutdown of each item of equipment at agreed -upon . times, at equipment location. Prepare and insert additional data in operations and maintenance, manuals: when need for additional data becomes apparent during instructions. TIME ALLOCATED FOR INSTRUCTIONS The amount of time required for instruction on each item .of ':equipment, c system is that specified in individual sections. END. OF SECTION SECTION 16010 ELECTRICAL GENERAL PROVISIONS PART 'GENERAL 1.01 CONDITIONS AND REQUIREMENTS: A. Refer to the General Conditions, Supplementary General Conditions, and Division 1 General Requirements. B. Provisions of this Section shall apply to all Sections of Division 16. 1.L02 SCOPE OF WORK: A. Furnish and install all materials and equipment and provide all labor required and necessary to complete the work shown on the drawings and/or specified in all Sections of Division 16 and all other work and miscellaneous items, not specifically mentioned, but reasonably inferred for a complete installation including all accessories and appurtenances required for testing the system. It is the intent of the drawings and specifications that all systems be complete, and ready for operation. 1.03 CODE COMPLIANCE: A. All work and materials shall Comply with the latestxules, codes and regulations, including, but not limited to the following: 'Occupational Safety And Health ACt.Standards (OSHA).:. 2 NFPA` 070 -'NatiOnal,Electric Code ,(NEC),. • 3. NFPA WW1 - Life Safety Code.- 4. ANSI/IEEE C-2 - National Electrical Safety Code 5: 'NECA - Standard of Installation 6. Uniform Building Code ' • 7. Uniform Fire Code • 8. All-other:appliCable Federal, State and local laws and • ELECTRICAL GENERAL PROVISIONS B. Work to be executed and inspected in accordance with local codes and ordinances. Permits, fees or charges for inspection or other services shall be paid for by this Contractor. Local codes and ordinances are to be considered as minimum requirements and must be properly executed without expense to the Owner; but do not relieve the Contractor from work shown that exceeds minimum requirements. 1.04 CONDITIONS AT SITE: A. Visit to site is required of all bidders prior to submission of bid. All will be held to have familiarized themselves with all discernible conditions and no extra payment will be allowed for work required because of these conditions, whether specifically mentioned or not. B. Lines of other services that are damaged as a result of this work shall promptly be repaired at no expense to the Owner to complete satisfaction of the Owner. 1.05 DRAWINGS AND SPECIFICATIONS: A. All drawings and all Divisions of these specifications shall be considered as a whole and work of this Division shown anywhere therein shall be furnished under this Division. B. Drawings are diagrammatic and indicate the general arrangement of equipment and wiring. Most direct routing of conduits and wiring is not assured. Exact requirements shall be governed by architectural, structural and mechanical conditions of the job. Consult all other drawings in preparation of the bid. Extra lengths of wiring or addition of pull or junction boxes, etc., necessitated by such conditions shall be included in the bid. Check all information and report any apparent discrepancies before submitting bid. 1.06 SAFETY AND INDEMNITY: A. Safety: The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. This requirement will apply continuously and not be limited to normal working hours. See also Section 01500 and General Conditions. B. No act, service, drawing review or construction review by the Owner, the Architect, the Engineers or their Consultants is intended to include review of the adequacy of the Contractor's safety measures in, on, or near the construction site. Page 2 ELECTRICAL GENERAL PROVISIONS 1.07 CONSTRUCTION OBSERVATION BY THE ARCHITECT OR HIS REPRESENTATIVE: A. Prior to Covering: any major portion of the materials installed under this section, notify the Architect or Engineer so that an observation can be made. Notification shall be made at least three (3) working days in advance of the date the items will be covered. 1.08 INSTRUCTION OF OWNER'S PERSONNEL: A. The Contractor shall conduct an on -site instructional tour of the entire project.. The personnel designated by the Owner shall be instructed in: operation of all electrical systems, elementary trouble- shooting procedures, preventive maintenance procedures, uses of Operation and Maintenance Manuals, relamping and cleaning of lighting fixtures and operation of all communication systems. 1.09 PROJECT COMPLETION: A. Upon completion of all work and operational checks of all systems, the Contractor shall request that a final construction observation be performed. . The Architect or Electrical Engineer shall compile a punch list of items to be completed or corrected. The Contractor shall notify the Architect or Electrical Engineer in writing upon completion of the items. C. Should the Architect or Engineer find the work incomplete and necessary to compile an additional punch list, the Owner shall compensate the Architect or Engineer for the additional services, and this amount shall be deducted from the final payment to the Contractor. 1.10 SUBMITTALS: A. Submit written guarantee, operation and maintenance manuals, and record drawings under provisions of Section 01340. 1.11 GUARANTEE: A. All work under this section shall be guaranteed in writing to be free of defective work, materials, or parts for a period of one (1) year, except lamps which shall be guaranteed for thirty (30) days after final acceptance of the work under the contract. B. Repair, revision or :replacement of any and all defects, failure or inoperativeness shall be done by this section at no cost to the Owner. Page 3 ELECTRICAL GENERAL PROVISIONS 1.12 OPERATION AND MAINTENANCE MANUALS: A. The Contractor shall prepare three manuals for the entire Electrical system. These manuals shall be submitted for approval at least thirty (30) days before completion of the work. Failure to submit manuals for approval will delay final inspection and acceptance of the work by the Owner. 1.13 RECORD DRAWINGS: A. See Division 1, Sections 01010 and 01700. PART 2. PRODUCTS 2.01 MATERIAL APPROVAL: A. The design, manufacturer and testing of electrical equipment and materials shall conform to or exceed latest applicable NEMA, IEEE ANSI standards. B. All materials must be new and be U.L. listed. Materials that are covered by U.L. testing standards, shall be tested and approved by independent testing laboratory or a governmental agency, which laboratory shall be acceptable to the Engineer, Owner and code enforcing authority. 2.02 A. 2.03 SUBSTITUTIONS: See Division 1, Section 01631. SHOP DRAWINGS AND MATERIALS LIST: . , • A. Submit shop drawings and materials lists as Quantity and procedure for submittals shall Division 1, Section 01340. specified for review. be as specified in B. All proposed deviations from specifications must be clearly listed under a prominent heading entitled "DEVIATIONS". 2.04 OPERATING AND MAINTENANCE MANUALS: A. Submit three as specified . For specific specified. sets of Operating and Maintenance in Division 1, Section 01700. requirements, see the Sections in • • • and not an Manuals of equipment which the equipment is Page 4 ELECTRICAL GENERAL PROVISONS 2.05 TEMPORARY ELECTRICAL SERVICES: A. Temporary wiring for construction light and power for the general contractor or other subcontractors shall be included as a part of this section of the work. Refer to Division 1 regarding payment for the electrical energy used for construction light and power and testing of the new installation. 2.06 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Deliver, store, and handle materials in a manner to prevent damage or interference with traffic conditions. B. Protect equipment from weather and dampness. PART 3 EXECUTION 3.01 WORKMANSHIP AND CONTRACTOR'S QUALIFICATIONS: A. Only quality workmanship will be accepted. Haphazard or poor installation practice will be cause for rejection of work. B. Provide foreman in charge of this work at all times. 3.02 COORDINATION: A. Coordinate work with other trades to avoid conflict and to provide correct rough -in and connection for equipment furnished under trades that require electrical connections. Inform Contractors of other trades of the required access to and clearances around electrical equipment to maintain serviceability and code compliance. B. Verify equipment dimensions and requirements with provisions specified under this Section. Check actual job conditions before fabricating work. Report necessary changes in time to prevent needless work. Changes or additions subject to additional compensation, which are made without written authorization and an agreed price, shall be at Contractor's risk and expense. 3.03 MANUFACTURER'S INSTRUCTIONS: A. Where the specifications call for an installation to be made in accordance with Manufacturer's recommendations, a copy of such recommendations shall at all times be kept in the job superintendent's office and shall be available to the Owner's representative. Page 5 ELECTRICAL GENERAL PROVISIONS B. Follow manufacturer's instructions where they cover points not specifically indicated on drawings and specifications. If they are in conflict with the drawings and specifications obtain clarification from the Architect before starting work. 3.04 QUALITY ASSURANCE: A. Provide a meaningful Quality Assurance program. To assist the Contractor in this program, the specifications contained herein are set forth as the minimum acceptable requirements. This does not relieve the Contractor from executing other Quality Assurance measures to obtain a complete operating facility within the scope of this project. B. The Contractor shall insure that all workmanship, all materials employed, all required equipment and the manner and method of installation conforms to accepted construction and engineering practices, and that each piece of equipment is in satisfactory working condition to satisfactorily perform its functional operation. C. Provide quality assurance tests and operational check on all components of the electrical distribution system, all lighting fixtures, and communication systems. 3.05 CUTTING AND PATCHING: A. Perform all cutting and fittings required for work of this Section in rough construction of the building. B. All patching of finished construction of building shall be performed under the sections of specifications covering these materials. C. No joists, beams, girders or columns shall be cut by any contractor without obtaining written permission from the Architect. 3.06 EXCAVATION AND BACKFILL: A. Excavation: the Contractor shall do all necessary, excavation of whatever substances encountered for proper laying of all raceways or cables except as noted on the drawings. Excavated materials not required for fill shall be removed from the site as directed by the Engineer. B. Excavation shall be carried low enough to allow code minimum coverage over raceways. Excess excavation below required level shall be backfilled at the Contractor's expense with earth, sand or gravel as directed by the Engineer, and thoroughly tamped. Ground adjacent to all excavations shall be graded to prevent water running in. Page 6 , ELECTRICAL GENERAL PROVISIONS The Contractor shall remove, by pumping or other means approved by the Engineer, any water accumulated in excavation. Backfilling: the Contractor shall do all backfilling of trenches, allowing for settlement. Backfill shall be mechanically compacted to same density as surrounding undisturbed earth. No backfilling shall be done until installation has been approved by the Engineer. 3.07 LABELING: A. Bolt Laminated Plastic (black with white core) Labels: on interior of branch panels and on the exterior of disconnect switches, motor starters and controls and similar equipment. Labels to indicate the size and /or function of the equipment, such as 1/2 H.P. fan, Panel A, etc. Labels shall have 1/4" high engraved letters. . Label the Phase: of each feeder conductor with plastic labels at each end and in junction or pull boxes. On the Main. Panel provide an engraved label indicating:, Eidam and Associates, Engineers Contractor's Name Month and Year of Installation: SECTION 16111 CONDUIT PART 1 GENERAL 1.01 WORK INCLUDED: A. Rigid metal conduit and fittings. B. Intermediate metal conduit and fittings. C. Electrical metallic tubing and fittings. D. Flexible metal conduit and fittings. E. Liquidtight flexible metal conduit and fittings. F. Non - metallic conduit and fittings. 1.02 RELATED WORK: A. Section 01040 - Cutting and Patching. B. Section 02200 - Earthwork: Excavation and backfill for conduit and utilities on site. C. Section 03310 - Concrete Work: Protective envelope for underground conduit installations. D. Section 07270 - Firestopping. PART 2 PRODUCTS 2.01 RIGID METAL CONDUIT AND FITTINGS: A. Rigid Steel Conduit: ANSI C80.1. B. Rigid Aluminum Conduit: ANSI C80.5. C. PVC Externally Coated Conduit: NEMA RN. 1; rigid steel conduit with external 40 mil PVC coating and internal 2 mil urethane coating. D. Fittings and Conduit Bodies: ANSI /NEMA FB 1; threaded type material to match conduit. 2.02 INTERMEDIATE METAL CONDUIT (IMC) AND FITTINGS: A. Conduit: Galvanized steel. Page 1 CONDUIT B. Fittings and Conduit Bodies: ANSI /NEMA FB 1; use fittings and conduit bodies specified above for rigid steel conduit. 2.03 ELECTRICAL METALLIC TUBING (EMT) AND FITTINGS: A. EMT: ANSI C08.3 galvanized tubing. B. Fittings and Conduit Bodies: ANSI /NEMA FB 1; steel set screw type. Box connectors shall have insulated throats. 2.04 FLEXIBLE METAL CONDUIT AND FITTINGS: A. Conduit: FS WW -C -566, steel. B. Fittings and Conduit Bodies: ANSI /NEMA FB 1. 2.05 LIQUIDTIGHT FLEXIBLE CONDUIT AND FITTINGS: A. Conduit: Flexible metal conduit with PVC jacket. B. Fittings and Conduit Bodies: ANSI /NEMA FB 1. 2.06 PLASTIC CONDUIT AND FITTINGS: A. Conduit: NEMA TC 2; Schedule 40 PVC. B. Fittings and Conduit Bodies: NEMA TC 3. 2.07 ELECTRICAL PLASTIC TUBING AND FITTINGS: A. EPT: NEMA TC 2; PVC B. Fittings and Conduit Bodies: NEMA TC 3. 2.08 CONDUIT SUPPORTS: A. Conduit Clamps, Straps, and Supports: Steel or malleable iron. PART 3 EXECUTION 3.01 CONDUIT SIZING, ARRANGEMENT, AND SUPPORT: A. Conduit: Rigid threaded, galvanized steel or intermediate metal conduit (steel) 3/4" minimum size; plastic conduit, 3/4" minimum size; electrical metallic tubing, 1/2" minimum size. B. Arrange conduit to maintain headroom and present a: neat. appearance. Page 2 CONDUIT C. Route exposed conduit and conduit above accessible ceilings parallel and perpendicular to walls and adjacent piping. D. Maintain minimum 6 inch clearance between conduit and piping. Maintain 12 inch clearance between conduit and heat sources such as flues, steam pipes, and heating appliances. E. Arrange conduit supports to prevent distortion of alignment by wire pulling operations. Fasten conduit to structure using galvanized straps, lay -in adjustable hangers, clevis hangers, or bolted split stamped galvanized hangers as described in NEC articles 345 -12, 346 -12, 347 -8 and 348 -12. F. Group conduit in parallel runs where practical and use conduit rack constructed of steel channel with conduit straps or clamps. Provide space for 25 percent additional conduit. G. Do not fasten conduit with wire or perforated pipe straps. Remove all wire used for temporary conduit support during construction, before conductors are pulled. H. Provide 3/4" minimum size conduit on all home - runs. 3.02 CONDUIT INSTALLATION: A. All conduit to be concealed except at surface mounted panels or where noted on the drawings. B. Cut conduit square using a saw or pipecutter; de -burr cut ends. C. Bring conduit to the shoulder of fittings and couplings and fasten securely. D. Use conduit hubs for fastening conduit to cast boxes, and for fastening conduit to sheet metal boxes in damp or wet locations. E. Install no more than the equivalent of four 90- degree bends between boxes. F. Use conduit bodies to make sharp changes in direction, as around beams. G. Install locknuts and insulating bushings where conduit enters boxes, cabinets, or fittings. H. Use hydraulic one -shot conduit bender or factory elbows for bends in conduit larger than 2 inch size. Page 3 CONDUIT Avoid moisture traps where possible; where unavoidable, provide junction box with drain fitting at conduit low. point. J. Use suitable conduit caps to protect installed conduit against entrance of dirt and moisture. K. Provide polyolefin nylon pull line in empty conduits. ▪ Install expansion - deflection joints complete with ground jumpers where conduit crosses building expansion or seismic joints. . Where conduit penetrates fire rated gypboard wall, hole for conduit shall be as small as possible with void filled with appropriate gypsum material. . Where conduit penetrates fire rated concrete or masonry walls or floors, hole for conduit shall be per manufacturer's instructions with void filled with UL listed fire rated material as manufactured by Bio- Fireshield, Dow Corning, or 3M per UL 1479 firetest. Submit data on product-to be used and install per manufacturer's instructions. 0. Route conduit through roof openings for piping and ductwork where possible; otherwise, install roof penetrations in accordance with roofing system requirements. Coordinate with roofing installer. P. Maximum Size Conduit in Slabs Above Grade: 1 inch. Do not route conduits to cross each other in slabs above grade. Provide accessible pull or junction boxes to limit branch circuit runs to 100 feet and feeders to 150 feet. 3.03 CONDUIT INSTALLATION OF SCHEDULE: A. Utilize rigid steel or intermediate metal conduit only in structural concrete walls, floor and ceilings. B. Utilize electrical metallic tubing in furred ceilings, wood frame construction, interior concrete block, exterior cavity walls between facing wall and interior wall, and exposed where not subject to physical injury. • Utilize rigid PVC only in earth, fill under floor slabs, concrete floor slabs on grade (not structural), or in concrete block, masonry or brick walls. Stub up through concrete floors with rigid galvanized conduit elbows. Page 4 CONDUIT For underground conduit, use rigid ,threaded galvanized steel; intermediate metal conduit (steel) or rigid PVC. Utilize PVC jacketed flexible conduit and liquidtight connectors for motor and equipment connections. Use 1/2 inch flexible conduit only for fixture and control wiring. Provide sufficient length of flexible conduit to avoid transmission of vibration. Where rigid steel conduit or IMC is run under floor slabs use PVC. externally coated conduit. All male treads on conduit shall be protected by application of a two part clear urethane coating. Where a non- metallic underground conduit enters the building below grade, the portion through the floor or wall shall be rigid conduit. Provide "OZ" type FSK, or equal, seals with oversized sleeves in the floor or wall, and "OZ" type CSB, or equal, conduit sealing bushings.. at the first raceway termination in the building. END OF SECTION 1.01 WORK INCLUDED: A. Building wire. B. Cable. C. Wiring connections and terminations. 1.02 SUBMITTALS: SECTION 16120 WIRES AND CABLES A. Submit shop drawings and product data under the provisions of Section 01340 only for modular wiring system including layout of distribution devices, branch circuit conduit and cables, circuiting arrangement, and outlet devices. B. Submit manufacturer's instructions only for modular wiring system. PART 2 PRODUCTS 2.01 BUILDING WIRE: A. Feeders and Branch Circuits Larger Than 6 AWG :. stranded, copper, Type THHN /THWN, 600 volt insulation. Feeders and Branch Circuits 6 AWG and Smaller: Copper, conductor, 600 volt insulation, Type THHN /THWN. 6 and 8 AWG, stranded conductor; smaller than 8 AWG, solid conductor. C. Control Circuits: Copper, stranded conductor 600 volt insulation, Type THHN /THWN. 2.02 REMOTE CONTROL AND SIGNAL CABLE: A. Control Cable for Class 1 Remote Control and Signal Circuits: Copper conductor, 600 volt insulation, rated 60 degrees C, individual conductors twisted together, shielded and covered with an overall PVC jacket. B. Control Cable for Class 2 or Class .3 Remote Control and. Signal Circuits: Copper conductor, 300volt insulation, rated' 60 degree C, individual conductors twisted together, shielded, and covered with a PVC jacket; UL,listed. Page 1 WIRES AND CABLES C. Plenum Cable for Class 2 or Class 3 Remote Control and Signal Circuits: Copper conductor, 300 volt insulation, rated 60 degree C, individual conductors twisted together, shielded and covered with a nonmetallic jacket; UL listed for use in air handling ducts, hollow spaces used as ducts and plenums. PART 3 EXECUTION 3.01 GENERAL WIRING METHODS: A. Use no wire smaller than 12 AWG for power and lighting circuits, and no smaller than 14 AWG for control wiring. Use 10 AWG conductor for 20 ampere, 120 volt branch circuit home runs longer than 75 feet. C. Place an equal number of conductors for each phase of a circuit in same raceway or conduit. . Splice only in junction or outlet boxes. E. Neatly train and lace wiring inside boxes, equipment, and panelboards. F. Make conductor lengths for parallel circuits equal. 3.02 WIRING INSTALLATION IN RACEWAYS: A. Pull all conductors into a raceway at the same time... Use UL listed wire pulling lubricant suitable for conductor insulation for pulling 4 AWG and larger wires. Install wire in raceway after interior of building has been . physically protected from the weather and all mechanical work likely to injure conductors has been completed. C. Completely and thoroughly swab raceway system before installing conductors. 3.03 CABLE INSTALLATION: A. All cables shall be installed in conduit. 3.04 WIRING CONNECTIONS AND TERMINATIONS: A. Splice only in accessible junction boxes. Page 2 WIRES AND CABLES Use solderless pressure connectors with insulating covers for copper wire splices and taps, 8 AWG and smaller. For 10 AWG and smaller, use insulated spring wire connectors with plastic caps. ▪ Use split bolt connectors for copper wire splices and taps, 6 AWG and larger. Tape uninsulated conductors and connectors with electrical tape to 150 percent of the insulation value of conductor. • Thoroughly clean wires before installing lugs and connectors. E. Make splices, taps and terminations to carry full ampacity of conductors without perceptible temperature rise. 3.05 FIELD QUALITY CONTROL: A. Inspect wire and cable for physical damage and proper connection. B. Torque test conductor connections and terminations to manufacturer's recommended values. . Perform continuity test on all power and equipment branch circuit conductors. Verify-proper phasing connections: END.: OF SECTION: PART 1 -GENERAL 1.01 WORK INCLUDED: A. Wall and ceiling outlet B. Floor boxes. C. Pull and junction boxes. 1.02 RELATED WORK: A. Section 16141 - Wiring Devices :. SECTION 16130 BOXES Service fittings for floor boxes. B. Section 16160 - Cabinets and Enclosures. 1.03 SUBMITTALS: A. Submit shop drawings and product data under provisions of Section 01340 only for floor boxes and boxes for underground installations. PART 2 PRODUCTS 2.01 OUTLET BOXES: A. Sheet Metal Outlet Boxes ANSI /NEMA OS 1; galvanized steel, with 1/2 inch male fixture studs where required. B. Nonmetallic Outlet Boxes ANSI /NEMA OS 2 C. Cast Boxes: Aluminum, deep type, gasketed cover, threaded hubs. 2.02 FLOOR BOXES: A. Floor Boxes for Installation in Cast -In -Place Concrete Floors: Full adjustable, cast iron. 2.03 PULL AND JUNCTION BOXES: A. Sheet Metal Boxes: ANSI /NEMA OS 1; galvanized steel. S. Sheet Metal Boxes Larger Than 12 Inches in Any Dimension: Hinged enclosure in accordance with Section'16160. Page 1 BOXES C. Cast Metal Boxes for Outdoor and Wet Location Installations: NEMA 250; Type 4 and Type 6, flat- flanged, surface - mounted junction box, UL listed as raintight. Cast aluminum box and cover with ground flange, neoprene gasket, and stainless steel cover screws. D. Cast Metal Boxes for Underground Installations: NEMA 250; Type 4, outside flanged, recessed cover box for flush mounting, UL listed as raintight. Galvanized cast iron box and plain cover with neoprene gasket and stainless steel cover screws. E. Fiberglass Handholes for Underground Installations: Die- molded with pre -cut 6 x 6 inch cable entrance at center bottom of each side; fiberglass weatherproof cover with non -skid finish. F. Concrete Boxes for Underground Installations: size as indicated on drawings. Provide checkered steel cover suitable for area where box is installed. G. Fiberglass Boxes for Underground Installations: size as indicated on drawings with cover suitable for area where box is installed. PART 3 EXECUTION 3.01 COORDINATION OF BOX LOCATIONS: A. Provide electrical boxes as shown on Drawings, and as required for splices, taps, wire pulling, equipment connections, and code compliance. B. Electrical box locations shown on Contract Drawings are approximate unless dimensioned. Verify location of floor boxes and outlets in offices and work areas prior to rough -in. C. Locate and install boxes to allow access. D. Locate and install to maintain headroom and to present a neat appearance. 3.02 OUTLET BOX INSTALLATION: A. Do not install boxes back -to -back in walls. Provide minimum 6 inch separation, except provide minimum 24 inch separation in acoustic -rated walls. . Locate boxes in masonry walls to require cutting of masonry unit corner only. Coordinate masonry cutting to achieve neat openings for boxes. Page 2 BOXES C. Provide knockout closures for unused openings. D. Support boxes independently of conduit except for cast boxes that is connected to two rigid metal conduits, both supported within 12 inches of box. E. Use multiple -gang boxes where more than one device are mounted together; do not use sectional boxes. Provide barriers to separate wiring of different voltage systems. F. Install boxes in walls without damaging wall insulation. G. Coordinate mounting heights and locations of outlets mounted above counters, benches, and backsplashes. H. Position outlets to locate luminaires as shown on reflected ceiling plans. I. In inaccessible ceiling areas, position outlets and junction boxes within 6 inches of recessed luminaire, to be accessible through luminaire ceiling opening. J. Provide recessed outlet boxes in finished areas; secure boxes to interior wall and partition studs, accurately positioning to allow for surface finish thickness. Use stamped steel stud bridges for flush outlets in hollow stud wall, and adjustable steel channel fasteners for flush ceiling outlet boxes. K. Align wall- mounted outlet boxes for switches, thermostats, and similar devices. L. Provide cast outlet boxes in exterior locations exposed to the weather and wet locations. M. For boxes installed in wood construction, use rigid support metal bar hangers or bridging between studs. Nailing boxes directly to joists or studs is not acceptable. N. For boxes installed in metal construction, use rigid support metal bar hangers or metal bar fastened to two studs or with metal screws to metal studs. 3.03 FLOOR BOX INSTALLATION: A. Set boxes level and flush with finish flooring material. B. Use cast iron floor boxes for installations in slab on grade. Page 3 3.04' PULL AND JUNCTION BOX, INSTALLATION: A. ,Locate_, pull, boxes and junction boxes above.:accessible ceilings or unfinished areas. . Label coverplate of all'accessible pull and junction boxes by system served. Indicate panel circuits for;., power_.and:lighting boxes. SECTION 16141 WIRING DEVICES PART 1 GENERAL 1.01 WORK INCLUDED: A. Wall switches. B. Receptacles. C. Floor mounted service fittings. D. Device plates and box covers. 1.02 REFERENCES: A. FS W-C-596 - Rated 20 amperes Electrical Power Connector, Plug, Receptacle, and Cable outlet. B. FS W-S-896 - Rated 20 amperes. Switch, Toggle. C. NEMA WD 5 - Specific-Purpose Wiring Devices. 1.03 SUBMITTALS: A. Submit shop drawings and product data under provisions of Section 01340. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - WALL SWITCHES: A. Hubbell, Leviton, General Electric, Slater, Bryant or P & S. 2.02 WALL SWITCHES: A. Wall Switches for Lighting Circuits AC general use snap switch with toggle handle, rated 20 amperes and 120-277 volts AC. Handle: ivory plastic. B. Pilot Light Type: Lighted handle. 2.03 ACCEPTABLE MANUFACTURERS - RECEPTACLES: A. ,Hubbell, Leviton, General Electric, Slater, Bryant or P& S. Pagel WIRING DEVICES 2.04 RECEPTACLES: A. Convenience and Straight -blade Receptacles; FS W -C -596. B. Locking -Blade Receptacles: NEMA WD 5. C. Convenience Receptacle Configuration: Type 5 -20 R, ivory plastic face. D. Specific -use Receptacle Configuration: NEMA WD 5; type as indicated on Drawings, black plastic face. E. GFCI Receptacles: Duplex convenience receptacle with integral ground fault current interrupter. F. Isolated Ground Receptacle: Type 5 -20R, orange plastic face, specification grade. 2.05 ACCEPTABLE MANUFACTURERS - WALL PLATES: A. Hubbell, Leviton, General Electric, Slater, Bryand, or P & S. B. Substitutions: Under provisions of Section 01631. 2.06 WALL PLATES: A. Cover Plate: Ivory, unbreakable plastic, nylon, or fiberglass B. Weatherproof Cover Plate: Gasketed cast metal with hinged gasketed device covers. PART 3 EXECUTION 3.01 INSTALLATION: A. Install wall switches 46 inches above floor, OFF position down. B. Install convenience receptacles or communication outlets vertically 8 inches above floor (unless otherwise noted) and six inches above counters (and /or three inches above backsplash). C. Install specific -use receptacles at heights shown on Contract Drawings and as coordinated with benches and counters. D. Install cover plates on switch, receptacle, and blank outlets in finished areas. Page 2 WIRING DEVICES 'Install,:galvanized steel plates on outlet boxes and junction :boxes in •unfinished'. areas, above, accessible ceilings, and.: on surface- mounted outlets.. :Install devices and wall. plates flush and :level. PART 1 GENERAL 1.01 WORK INCLUDED: A. Hinged cover enclosures. B. Cabinets. C. Terminal blocks and accessories. 1.02 REFERENCES: A. NEMA 250 - Enclosures for Electrical B. ANSI /NEMA ICS 1 - Industrial Control SECTION 16160 CABINETS AND ENCLOSURES C. ANSI /NEMA ICS and Systems. D. ANSI /NEMA ICS Systems. PART 2 PRODUCTS 2.01 HINGED COVER ENCLOSURES: A. Construction: NEMA 250; Type *(1,) *(3R,) *(4,) stee B. Finish: Manufacturer's standard enamel finish. Equipment (1000 Volts Maximum). and Systems. 4 - Terminal Blocks for Industrial Control Equipment 6 - Enclosures for Industrial Control Equipment and C. Covers: Continuous hinge, held closed by flush latch operable by key. D. Panel for Mounting Terminal Blocks or Electrical Components: 14 gage steel, white enamel finish. 2.02 CABINETS: A. Cabinet Boxes: Galvanized steel, size as indicated on contract drawings. Provide 3/4 inch thick plywood backboard finished with black insulating varnish. B. Cabinet Fronts: Steel, with concealed hinge and flush lock keyed to match branch circuit panelboard; finish in gray baked enamel. Page 1 CABINETS AND ENCLOSURES 2.03 TERMINAL BLOCKS AND ACCESSORIES: A. Terminal Blocks: ANSI /NEMA ICS 4; UL listed. B. Power Terminals: Unit construction type, closed -back type, with tubular pressure screw connectors, rated 600 volts. Signal and Control Terminals: Modular construction type, channel . mounted; tubular pressure screw connectors, rated 300 volts. 2.04 FABRICATION: A. Shop assemble enclosures and cabinets housing terminal blocks or electrical components in accordance with ANSI /NEMA ICS 6. • Provide knockouts on enclosures. Provide protective, pocket inside front v .coer,with,schematic. diagram, connection diagram, and layout drawing of control wiring and components within enclosure. PART 3 EXECUTION 3.01 INSTALLATION: A. Install cabinets and enclosures plumb;. anchor. securely structural supports at each corner, minimum. . Provide accessory feet for free standing equipment Install trim - plumb. to. wall: and SECTION 16180 EQUIPMENT WIRING SYSTEMS PART 1 GENERAL 1:01 WORK INCLUDED: A. Electrical connections to equipment specified under other Sections or furnished by Owner. 1.02 RELATED WORK: A. Section 16111 - Conduit. B. Section 16120 -.Wires and Cables. C. Section 16130 - Boxes. 1.03 REFERENCES: A. FS W -C -596 - Electrical Power Connector, Plug, Receptacle, and Cable Outlet. NEMA WD 5 - Specific-Purpose Wiring Devices. PART 2 PRODUCTS. 2.01 CORDS AND CAPS: A. Straight -blade Attachment Plug: B. Locking -blade Attachment Plug: NEMA WD 5. C. Attachment Plug Configuration'; Match receptacle configuration at outlet provided for equipment. FS :W -C -596. D. Cord Construction: Oil- resistant thermoset insulated Type SO mulitconductor flexible cord with identified equipment grounding conductor, suitable for hard usage in damp locations. E. Cord Size: Suitable for connected load of equipment and rating of . branch circuit overcurrent protection. PART 3 EXECUTION 3.01: A. Verify that equipment is ready for electricalconnection, wiring, and energization. '3.02 PREPARATION: EQUIPMENT WIRING SYSTEMS A. Review equipment submittals prior to installation and electrical rough -in. Verify location, size, and type of connections. Coordinate details of equipment connections with supplier and installer. 3.03 INSTALLATION: • A. Use wire and cable with insulation suitable for temperatures encountered in heat- producing equipment. . Make conduit connections to equipment using flexible conduit. Use liquidtight flexible conduit in damp or wet locations. C. Install pre- finished cord set where connection with attachment plug is indicated or specified, or use attachment plug with suitable strain - relief clamps. ▪ Provide suitable strain - relief clamps for cord connections to outlet boxes and equipment connection boxes. E. Make wiring connections in control .panel or in .wiring compartment of pre -wired equipment in accordance with manufacturer's instructions. Provide interconnecting wiring where indicated. :. F. .Install disconnect switches, controllers, .• control stations, and control devices such as limit' switches and temperature switches as indicated. Connect with conduit and wiring as indicated. SECTION 16190 SUPPORTING DEVICES PART 1 GENERAL 1.01 WORK INCLUDED: A. Conduit and equipment supports. B. Fastening hardware. 1.02 RELATED WORK: A. Section 03310 Concrete Work. Concrete equipment pads. 1.03 COORDINATION: A. Coordinate size, shape and location of concrete pads with Section 03310. 1.04 QUALITY ASSURANCE: A. Support systems shall be adequate for weight of equipment and conduit, including wiring, which they carry. PART 2 PRODUCTS 2.01 MATERIAL: A. Support Channel: Galvanized or painted steel. B. Hardware: Corrosion resistant. PART 3 EXECUTION 3.01 INSTALLATION: A. Fasten hanger rods, conduit clamps, and outlet and junction boxes to building structure using expansion anchors or beam clamps. Do not use spring steel clips and clamps. B. Use toggle bolts or hollow wall fasteners in hollow masonry, plaster, or gypsum board partitions and walls; expansion anchors or preset inserts in solid masonry walls; self- drilling anchors or expansion anchor on concrete surfaces; sheet metal screws in sheet metal studs; and wood screws in wood construction. Pagel: SUPPORTING DEVICES ▪ Do not fasten supports to piping, ductwork, mechanical equipment, or. conduit. . Do not use powder - actuated anchors. . :: In wet locations install free - standing electrical equipment 'on concrete pads. . Install surface - mounted cabinets and panelboards with minimum of four anchors. ▪ Bridge studs top and bottom with channels to support flush-mounted cabinets and panelboards in stud walls. END OF :'SECTION SECTION 16195 ELECTRICAL IDENTIFICATION PART 1 GENERAL 1.01 WORK INCLUDED: A. Nameplates and tape labels. B. Wire and cable markers. PART 2 PRODUCTS 2.01 MATERIALS: A. Nameplates: Engraved three -layer laminated plastic, white letters on a black background. B. Wire and Cable Markers: Cloth markers, split sleeve or tubing type. PART 3 EXECUTION 3.01 INSTALLATION: A. Degrease and clean surfaces to receive nameplates and tape labels.. B. Install nameplates and tape labels parallel to equipment lines. C. Secure nameplates to equipment fronts using screws or rivets. Secure nameplate to inside face of recessed panelboard doors in finished locations. 3.02 WIRE IDENTIFICATION: A. All feeder and branch circuit conductors to be color coded. 3.03 NAMEPLATE ENGRAVING SCHEDULE: A. Provide nameplates to identify all electrical distribution and control equipment, and loads served. Letter Height: 1/8 inch for individual switches and loads served, 1/4 inch for distribution and control equipment identification. B. Panelboards, Switchboards and Motor Control Centers: 1/4 inch; identify equipment designation. 1/8 inch; identify voltage rating and source. 'Page 1 . Enclosed Switches, and Motor Starters: 1/4 inch; identify load served. END' OF'SECTION ` ' PART 1 GENERAL. 1.01 WORK INCLUDED: SECTION 16420 SERVICE ENTRANCE A. Arrangement with Utility Company for permanent electric service including payment of Utility.Company charges for service. B. Include an allowance amount of $3,000.00 for payment to the Utility Company for electrical service. Any reduction or increase of this allowance amount shall be reflected in a change in the contract amount. C. Underground service entrance. 1.02 RELATED WORK: A. Section 03310 - Concrete Work. B. Section 16111 - Conduit. 1.03 SYSTEM DESCRIPTION: A. System Voltage: 208Y/120 volts, three phase, four -wire, 60 Hertz. 1.04 QUALITY ASSURANCE: A. Install service entrance'in accordance with Utility Company's rules and regulations. PART 2 PRODUCTS 2.01 METERING EQUIPMENT: A. Meter Enclosure: NEMA '3R' in accordance with Utility Company's rules and regulations. B. Metering Transformer Cabinet: Building mounted. PART 3 EXECUTION 3.01 INSTALLATION: A. Make arrangements with Utility Company to obtain permanent electric service to the Project. Page 1 Underground:. Install secondary service entrance conduits and conductors from. Utility Company's pad- mounted transformer to building. :service entrance equipment. filtility Company will install` lugs on service conductors and terminate to pad - mounted transformer. ;.Concrete Pad,for Transformer: By Utility. Company. Coordinate meter.. and. metering: conductors provided and installed. by UtilityCompany,`. .END:OF SECTION °s SECTION 16425 SWITCHBOARDS PART 1 GENERAL 1.01 WORK INCLUDED: A. Main and distribution switchboards. 1.02 RELATED WORK: A. Section 09900 - Painting: Touch -up of painted surfaces B. Section 16420 - Electric Service. 1:03 REFERENCES: A. ANSI C12 - Code for Electricity Metering. B. FS W -F -870 - Fuseholders (For Plug and Enclosed Cartridge Fuses). C. FS W -S -865 - Enclosed Knife Switch. D. NEMA KS 1 - Enclosed Switches. E. NEMA PB 2 - Dead Front Distribution Switchboards. F. NEMA PB 2.1 - Instructions for Safe Handling, Installation, Operation and Maintenance of Deadfront Switchboards Rated 600 Volts or Less. 1.04 SUBMITTALS: A. Submit product data under provisions of Section 01340. B. Include front and side views of enclosures'with overall dimensions shown; conduit entrance locations and requirements; nameplate legends; size and number of bus bars per phase, neutral, and ground; switchboard instrument details; instructions for handling and installation of switchboard; and electrical characteristics including voltage, frame size and trip ratings, withstand ratings, and time- current curves of all equipment and components. C. Submit manufacturers' instructions under provisions of Section 01340. 1.05 OPERATION AND MAINTENANCE DATA: A. Submit operation and maintenance data under provisions' of Section 01700. Page 1 SWITCHBOARDS B. Include spare parts data listing; source and current prices of replacement parts and supplies; and recommended maintenance procedures and intervals. 1.06 DELIVERY, STORAGE, AND HANDLING: A. Deliver products to the site under provisions of Section 01631. B. Store and protect products under provisions of Section 01631. C. Store in a clean, dry space. Maintain factory wrapping or provide an additional heavy canvas or heavy plastic cover to protect units from dirt, water, construction debris, and traffic. D. Handle in accordance with NEMA PB2.1 and manufacturer's written instructions. Lift only with lugs provided for the purpose. Handle carefully to avoid damage to switchboard internal components, enclosure, and finish. 1.07 SPARE PARTS: A. Keys: Furnish 3 each to Owner. B. Fuses: Furnish to Owner 3 spare fuses of each type and rating installed. C. Fuse Pullers: Furnish one fuse puller to Owner. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS: A. Cutler Hammer, General Electric, I.T.E., Square D, or Westinghouse. B. Substitutions: Under provisions of Section .01631. 2.02 SWITCHBOARD CONSTRUCTION AND RATINGS: A. Factory - assembled, dead front, metal - enclosed, and self - supporting switchboard assembly conforming to NEMA PB 2, and complete from incoming line terminals to load -side terminations. Provide lugs appropriate for conductors used. B. Switchboard electrical ratings and configurations as shown on Drawings. The short circuit current rating indicated shall be an integrated rating of switchboard and its devices. Page 2 SWITCHBOARDS C. Line and Load Terminations: Accessible from the front only of the switchboard, suitable for the conductor materials used. D. Bus Material: Copper or aluminum with tin plating, sized in accordance with NEMA PB 2. E. Bus Connections: Bolted, accessible from front for maintenance. F. Enclosure shall be NEMA PB 2 Type 1 - General Purpose. Sections shall align at rear. G. Switchboard Height: 90 inches, excluding floor sills, lifting members and pull boxes. H. Finish: Manufacturer's standard light gray enamel over external surfaces. Coat internal surfaces with minimum one coat corrosion - resisting paint, or plate with cadmium or zinc. Future Provisions: Fully equip spaces for future devices with bussing and bus connections, suitably insulated and braced for short circuit currents. Continuous current rating as indicated on Drawings. 2.03 SWITCHING AND OVERCURRENT PROTECTIVE DEVICES: A. Fusible Switch Assemblies: FS W -S -865; quick -make, quick- break, load interrupter enclosed knife switch with externally operable handle. Provide interlock to prevent opening front cover with switch in ON position. Handle lockable in OFF position. Fuse Clips: FS W -F -870. Designed to reject all except Class R fuses, type as specified. B. Fusible Switch Assemblies, Larger than 800 Amperes: Bolted pressure contact switches. Fuse Clips: FS W -F -870. Designed to accommodate Class L fuses. 2.04 ACCEPTABLE MANUFACTURERS - FUSES: A. Bussman or equal in Shawmut or Reliance. All fuses furnished to the project shall be of the same manufacturer. B. Substitutions: under provisions of Section 01631. 2.05 FUSES: A. As indicated on the drawings. Provide an appropriate sized spare fuse cabinet with nameplate and directory with one spare set of fuses' (minimum of three) for each current rating and type used on the entire project. All fuses shall be of the same manufacturer. Page 3 SWITCHBOARDS PART .3 EXECUTION 3:01 INSTALLATION: A. Install switchboard in `Locations„ shown on. Drawings, naccordance with manufacturer's written instructions and NEMA PB 2.1. '`Tighten accessible bus 'connections and mechanical fasteners after. ,placing switchboard. C. Install fuses in each switch. FIELD QUALITY CONTROL:. A. Inspect completed installation for physical,damage,:.proper alignment, anchorage, and grounding. B. 'Measure insulation resistance of each bus sectionphase to phase and ,phase to ground for,one minute each. Test voltage shall be 1000 volts, and minimum acceptable value:for insulation resistance is 2 megohms. C. Check tightness of accessible bolted bus joints using, a calibrated. torque wrench. Tightness shall be in .accordance:withmanufacturer's recommended values. 3 :03 ADJUSTING AND CLEANING: Adjust all operating`, mechanisms; for'freemechanical:movement.'. :'; ,Touch` up- scratched. or` marred` surfaces to match' originah 'finish. PART 1 GENERAL SECTION 16430 METERING 1.01 WORK INCLUDED: A. Install meters. metal housing, meter sockets, and service enclosures for `Install transformer cabinets. 1.02 RELATED WORK: A. Section 16470 - Panelboards. B. Section 16420 - Service Entrance:, Service. entrance. C. Section 16450 - Grounding 1.03 REGULATORY REQUIREMENTS: A. Work shall be governed by the National Electric Code, unless superceded by local ordinances or other legal authority. B. Products of this Section to be listed by Underwriters Laboratories 1.04 SUBMITTALS: A. Submit product data under provisions of Section 01340. B. Submit manufacturer's installation instructions under provisions o Section 01340. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS: A. General Electric, Westinghouse. B. Substitutions: Under provisions of Section 01631. 2.02 METER SOCKET: A. Meter socket shall be as required by Utility Company Metering Department. Page 1 METERING 2.03 METER CABINET: A. Surface mounting steel'cabinet..with hinged door and catch, 26 inches high by 12 inches wide by '8 -1/2 inches. . Surface mounting steel cabinet 60 inches high`by,48 inches wide by 12 inches deep where mounted independent of: distribution equipment. PART '3 EXECUTION 3.01 INSTALLATION: A. Install metering" items'in'accordance with :manufacturer' instructions. PART 1 GENERAL .1.01 ,WORK INCLUDED: . Power system grounding. Communication system grounding. C. Electrical equipment and raceway . grounding and bonding. 1.02 SYSTEM DESCRIPTION: SECTION 16450 GROUNDING A. Ground the electrical service system neutral at service entrance equipment to metallic water service and to supplementary grounding electrodes. . Ground each separately- derived system neutral to nearest effectively grounded building structural steel member or point of service entrance ground. C. Provide communications.system grounding conductor to point of service entrance ground. . Bond together system neutrals, service equipment enclosures, exposed non- current carrying metal parts of electrical equipment, metal raceway systems, grounding conductors in raceways and cables, receptacle ground connectors, and plumbing systems. PART 2 PRODUCTS 2.01 MATERIALS: A. Ground Rods: Copper -clad steel, 3/4 inch diameter, minimum length 10 feet. B. Concrete Encased Electrode Ground: Provide a bare No. 1/0 copper conductor or 1/2" reinforcing steel, of at least 20' in the foundation or footing per N.E.C. Article 250- 81(c). PART 3 EXECUTION 3.01 INSTALLATION:. A. Provide a separate, insulated equipment grounding conductor in feeder circuits. Terminate each end on a grounding lug, bus, or bushing. B. Supplementary Grounding Electrode: Use driven ground rod on exterior of building. Install ground rod in suitable recessed well; fill with gravel after connection is made or use minimum of 20 feet No. 1/0 bare copper wire, or 1/2 " reinforcing steel embedded in concrete foundation. C. Use minimum 6 AWG copper conductor for communications service ground conductor. Leave 10 feet slack conductor at terminal board. • Provide grounding and bonding at Utility Company's metering equipment and pad- mounted transformer in accordance with Section 16420. ▪ Provide green insulated ground conductor to exterior post light standards. F. Provide green insulated grounding conductor in all plastic'conduit raceways and flexible conduit raceways, bonded to outlet or equipment, sized per Table 250-95 of the N.E.C. ;3.02 :FIELD QUALITY CONTROL: A. Inspect grounding and bonding'• system conductors and connections for tightness and proper installation. ▪ Test ground system to ensure that it is less than 5'ohms to ground and in compliance with the National Electrical Code. SECTION 16470 PANELBOARDS PART 1 GENERAL 1.01 WORK INCLUDED: A. Lighting and appliance branch circuit panelboards. 1.02 REFERENCES: A. FS W -C -375 - Circuit Breakers, Molded Case, Branch Circuit and Service. B. NEMA AB 1 - Molded Case Circuit Breakers. C. NEMA PB 1 - Panelboards. D. NEMA PB 1.1 - Instructions for Safe Installation, Operation and Maintenance of Panelboards Rated 600 Volts or Less. 1.04 SUBMITTALS: A. Submit shop drawings for equipment and component devices under provisions of Section 01340. B. Include outline and support point dimensions, voltage, main bus ampacity, integrated short circuit ampere rating, circuit breaker and fusible switch arrangement and sizes. 1.05 SPARE PARTS: A. Keys: Furnish 3 each to Owner. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - PANELBOARDS: A. Cutler Hammer, General Electric, I.T.E., Square D, or Westinghouse. B. Substitutions: Under provisions of Section 01631. 2.02 BRANCH CIRCUIT PANELBOARDS: A. Lighting and Appliance Branch Circuit Panelboards: FS W -P -115; Type I, Class 1. B. Enclosure: NEMA PB 1; Type 1. Page 1 PANELBOARDS C. Cabinet Size: 6 inches deep; 20 inches minimum width. D. Provide cabinet fronts with concealed trim clamps, concealed hinge and flush lock all keyed alike. Finish in manufacturer's standard gray enamel. E. Provide panelboards with copper or aluminum bus, ratings as scheduled on Drawings. Provide copper ground bus in all panelboards. Provide lugs appropriate for conductors used. F. Minimum Integrated Short Circuit Rating: 10,000 amperes rms symmetrical for 240 volt panelboards; or as shown on Drawings. G. Molded Case Circuit Breakers: FS W -C -375; bolt -on type thermal magnetic trip circuit breakers, with common trip handle for all poles. Provide circuit breakers UL listed as Type SWD for lighting circuits. Provide UL Class A ground fault interrupter circuit breakers where scheduled on Drawings. PART 3 EXECUTION 3.01 INSTALLATION: A. Install panelboards plumb and flush with wall finishes, in conformance with NEMA PB 1.1.. B. Height: 6 feet 6 inches to top of panelboard. C. Provide filler plates for unused spaces in panelboards. D. Provide typed circuit directory for each branch circuit panelboard. Revise directory to reflect circuiting changes required to balance phase loads. Directories shall indicate rooms and /or loads connected to each circuit. 3.02 FIELD QUALITY CONTROL: A. Measure steady state load currents at each panelboard feeder. Should the difference at any panelboard between phases exceed 20 percent, rearrange circuits in the panelboard to balance the phase loads within 20 percent. Take care to maintain proper phasing for multi -wire branch circuits. B. Visual and Mechanical Inspection: Inspect for physical damage, proper alignment, anchorage, and grounding. Check for proper installation and tightness of connections for circuit breakers, fusible switches, and fuses. END OF SECTION Page 2 SECTION 16483 MOTOR STARTERS PART 1 GENERAL 1.01 WORK INCLUDED: A. Motor starters for all electric motor driven equipment as indicated on the drawings. Starters built -in mechanical equipment shall be furnished in the respective section. 1.02 REGULATORY REQUIREMENTS: A. Provide motor protection switches of the appropriate NEMA size. For units not using NEMA rating, use equivalent NEMA size. 1.03 SUBMITTALS: A. Submit shop drawings and product data under provisions of Section 01340. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS: A. Allen Bradley, General Electric, Square D, Westinghouse, Cutler Hammer, Furnas, I.T.E., or Ward Leonard. B. Substitutions: Under provisions of Section 01631. 2.02 MANUAL MOTOR PROTECTION SWITCHES: A. For single phase 120 volt motors provide either thermal overload. 2.03 MAGNETIC MOTOR PROTECTION SWITCHES: toggle switches with A. Provide fused disconnect switches complete with time delay fuses designed to reject all except Class 'R' fuses. Provide contactors with three overload relays. C. 120 volt holding coil. D. Provide pilot light in cover, red and green neon type. E. Provide reset button, and Hand -Off- Automatic switch in cover, field convertible to Off /Auto or On /Off pushbutton (maintained contact). Page 1 MOTOR STARTERS F. Provide two sets of normally open auxiliary contacts in addition to standard auxiliary holding contacts supplied with each contactor. G. Provide starters in NEMA Type 1 or 3R enclosure as indicated on the Drawings. 2.04 COMBINATION MOTOR PROTECTION SWITCHES: . Provide fused 3 pole load break disconnect switches with time delay fuses, rotary operating handle, and lock -off facility. B. Restrict opening of switch enclosure by the use of•a defeater screw unless switch in in the OFF position. C. Provide contactors with three overload relays. D. 120 volt holding coil. E. Provide pilot light in cover, red and green neon type. F. Provide reset button, and Hand -Off- Automatic switch in cover, field convertible to Off /Auto or On /Off pushbutton. G. Provide two sets of normally open auxiliary contacts in addition to standard auxiliary holding contacts supplied with each contactor. Provide one set of auxiliary contacts convertible to normally closed. 2.05 ACCEPTABLE MANUFACTURERS - FUSES: A. Bussman or equal in Shawmut or Reliance. All fuses furnished to the project shall be of the same manufacturer. B., Substitutions: Under provisions of Section 01631. 2.06 FUSES: A. As indicated on the drawings. All shall be of the same manufacturer. Provide one spare set of fuses (minimum of .three) for each current rating and type used. See Section 16425. PART 3 EXECUTION •3.01 INSTALLATION: A. In finished areas, mount motor protection switches flush and install • suitable coverplates. Page 2 MOTOR STARTERS • Install: heaters and fuses correlated with full load current of motors provided. ▪ Set overload devices to suit motors provided; END OF SECTION PART 1 GENERAL 1.01 WORK INCLUDED: A. Provide and install motor disconnects. B. Provide and install circuit disconnects. 1.02 REFERENCES: A. Underwriters' Laboratory, Inc. - Annual Product Directories. B. NEMA - Classification of Standard Types of Nonventilated Enclosures for Electric Controllers. 1.03 REGULATORY REQUIREMENTS: A. Conform to National Electrical Code and to applicable inspection authority. SECTION 16491 DISCONNECT SWITCHES PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS: A. Cutler Hammer, General Electric, I.T.E., Square D, or Westinghouse. B. Substitutions: Under provisions of Section 01631. 2.02 COMPONENTS: A. Motor and circuit disconnects shall have an Underwriters' Laboratory label. B. Single Phase 120 Volt Disconnect Switches: Single pole toggle switch, thermal overload type where indicated. C. Single or Three Phase Motor Disconnect Switches: two or three pole heavy duty 250 volt as required in NEMA Type 1 or 3R enclosures designed to reject all except Class 'R' fuses. 2.03 ACCEPTABLE MANUFACTURERS - FUSES: A. Bussman or equal in Shawmut or Reliance. All fuses furnished to the project shall be of the same manufacturer. Page 1 Substitutions: Under provisions of Section 01631. 2.04.. FUSES: A. As indicated on the drawings. All shall be- :of;-the same manufacturer. Provide one spare set of fuses( minimum of three) for each' :current rating and type used See Section 16425 DISCONNECT SWITCHES -PART :3 EXECUTION Inst 11motor`and-'circuit disconnect as indicated'on' Drawings :'and as required by Code. Where, fuses are;. indicated,. provideJuses. correlated'. with full''load current.' of .motors .provi.ded..; END OF SECTION SECTION 16501 LAMPS PART 1 GENERAL 1.01 WORK INCLUDED: A. Provide and install items as listed in schedule 1.02 RELATED WORK: A. Section 16502 - Ballasts and Accessories. B. Section 16510 - Lighting Fixtures. C. Section 16530 - Site Lighting. D. Section 16536 - Self Contained Emergency Lighting Units on. Drawings. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS: A. General Electric, Philips or Sylvania.. 2.02 INCANDESCENT LAMPS: A. As indicated on the Drawings. 2.03 FLUORESCENT LAMPS: A. As indicated on the Drawings. 2.04 HIGH INTENSITY DISCHARGE LAMPS: A. As indicated on the Drawings. PART 3 EXECUTION 3.01 INSTALLATION: A. Install lamps in accordance with manufacturer's instructions. SECTION 16502 BALLASTS AND ACCESSORIES PART 1 GENERAL 1.01 WORK INCLUDED: A. Provide and install required ballasts. 1.02 RELATED WORK: A. Section 16501 - Lamps. B. Section 16510 - Lighting Fixtures. C. Section 16530 - Site Lighting. 1.03 REGULATORY REQUIREMENTS: A. Provide ballasts that meet standards of an electrical testing laboratory and the Certified Ballasts Manufacturers' Association. PART 2 PRODUCTS 2.01 FLUORESCENT BALLASTS: A. Interior Ballasts: 120 volt, thermal protection with 90 percent power factor, Group A noise rating, energy saving type. B. Utilize two -lamp ballasts wherever possible. 2.02 HIGH INTENSITY DISCHARGE BALLASTS: A. Ballasts: 208 volt, single lamp of the constant wattage high power factor type. B. Select exterior ballasts for reliable starting to -20 degrees F ( -29 degrees. C). PART 3 EXECUTION 3.01 INSTALLATION: A. Provide ballasts of compatible design to lamps specified. B. Mount high intensity discharge ballasts on rubber grommets to reduce noise transmission. END OF SECTION PART,t GENERAL 1.01 WORK INCLUDED: A. Provide and install poles and standards. B. Base reinforcement and anchor bolts. 1.02 RELATED WORK: A. Section 03310 - Concrete Work. B. Section 09900 - Painting. C. Section 16120 - Wires and Cables. D. Section 16450 - Grounding. E. Section 16530 - Site Lighting. 1.03 SUBMITTALS: A. Submit shop drawings and product data under provisions of Section 01340. SECTION 16503 POLES AND STANDARDS B. Submit pole manufacturer's installation instructions for recommended reinforcing of bases under provisions of Section 01340. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS: A. See schedule on Drawings. B. Substitutions: Under provisions of Section 01631. 2.02 POLES: A. Handhole: Complete with removable weatherproof cover installed 12 inches above bottom of pole. B. Pole Top: Provide slip fitter. C. Wind Loading: Poles with associated luminaires) shall be suitable for published maximum winds of area. Page 1 POLES:AND STANDARDS 2.03 ANCHOR BOLTS: A. Provide four anchor bolts per pole; minimum size'recommendedsby manufacturer, complete with 3 inch right angle bend on one end: Provide flat washers, lock washers, and hexagonal nuts for-each pole. B. Provide template for, positioning of anchor bolts PART 3 EXECUTION .3'.01. BASES: A. Construct of concrete with minimum, dimension as indicated on Drawings. Provide W4'reinforcing bars (oruas:,noted).in base. B: Install anchor bolts with .2 inch, projection above top: of. bases.. 3.02. INSTALLATION: A. Mount standards on bases plumb: and true, utilizing ::shims;:as. necessary. . Touch -up chips and scratches on poles upon completion. :END - OF SECTION age:: PART 1 GENERAL 1.01 WORK INCLUDED: A. Interior luminaires and accessories. B. Exterior luminaires and accessories. C. Lamps. D. Ballasts. E. Poles. 1.02 RELATED WORK: A. Section 09900 - Painting. B Section 16501 - Lamps. C. Section 16502 - Ballasts and Accessories. D. Section 16503 - Poles and Standards. E. Section 16530 - Site Lighting. F. Section 16536 - Self Contained Emergency Lighting Units. 1.03 REFERENCES: A. ANSI C82.1 - Specification for Fluorescent Lamp Ballasts. B. ANSI C82.4 - Specification for High - Intensity - Discharge Lamp Ballasts (Multiple Supply Type.) SECTION 16510 LIGHTING FIXTURES C. FS W -F -414 - Fixture, Lighting (Fluorescent, Alternating-Current, Pendant Mounting.) D. NEMA LE 2 - H -I -D Lighting System Noise Criterion (LS -NC) Ratings. 1.04 SUBMITTALS: A. Submit shop drawings and product data under 'provisions of Section . 01340. LIGHTING FIXTURES B. Include outline drawings, lamp and ballast data, support points, weights, and accessory information for each luminaire type. C. Submit manufacturer's installation instructions under provisions of Section 01340. 1.05 DELIVERY, STORAGE, AND HANDLING: A. Deliver products to site under provisions of Section 01631. B. Store and protect products under provision of Section 01631. C. Handle metal poles carefully to prevent breakage.and damage to finish. PART 2 PRODUCTS 2.01 INTERIOR LUMINAIRES AND ACCESSORIES: A. Recessed Incandescent Luminaires: Prewired type with thermal protection where required by N.E.C. B. Recessed Fluorescent Luminaires: Provide trim type and accessories required for installation in ceiling system installed. C. HID Luminaires: Pre - wired, with integral ballast. 2.02 EXTERIOR LUMINAIRES AND ACCESSORIES: A. Enclosures: Complete with gaskets to form weatherproof assembly, listed for damp or wet locations as applicable. B. Provide low temperature ballasts, with reliable starting to -20 degrees F. 2.03 ACCEPTABLE MANUFACTURERS: A. See schedule on Drawings. B. Substitutions: Under provisions of Section 01631. 2.04 LAMPS: A. See schedule on Drawings. Page 2 LIGHTING FIXTURES 2.05 PREWIRED WHIPS: A. Prewired whips for fluorescent light fixtures maybe used at the contractor's option for fixtures with Class P ballasts. Whips shall be 6' of 1/2" flex with No. 14 AWG minimum, one or two circuit as indicated on drawings. PART 3 EXECUTION 3.01 INSTALLATION: A. Install lamps in luminaires and lampholders. B. Coordinate all fixture openings and support with ceiling system contractor. C. Provide all fixture and outlet box supports inaccessible ceiling systems. of ceiling light fixtures and /or anchors in D. Support surface- mounted luminaires directly from building structure. E. Install recessed luminaires to permit removal from below. F. Provide screw on earthquake clips for all lay -in grid fixtures in compliance with applicable building codes. G. Support light fixtures weighing less than 56 pounds with two No. 12 gage support wires to structure in addition to the earthquake clip. requirements. Pendant -hung light fixtures shall be supported directly from the structure using No. 9 gage support wire. These wires may be slack. See U.B.C. Standard 47.1813. 3.02 RELAMPING: A. Relamp luminaires which have failed lamps at completion of Work. 3.03 ADJUSTING AND CLEANING: A. Align luminaires and clean lenses and diffusers at completion of Work. Clean paint splatters, dirt, and debris from installed luminaires. B. Touch up luminaire and pole finish at completion of work. END OF SECTION PART 1 GENERAL 1.01 WORK INCLUDED: A. Exterior luminaires. 1.02 RELATED WORK: A. Section 16111 - Conduit. B. Section 16120 - Wires and Cables. C. Section 16501 - Lamps. D. Section 16502 - Ballasts and Accessories. E. Section 16503 - Poles and Standards. 1.03 SUBMITTALS: SECTION 16530 SITE LIGHTING A. Submit shop drawings and product data under. provisions of Section 01340. . Submit performance data for luminaires.. C. Submit shop drawings.for luminaires showing pertinent physical • characteristics. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS: A. As indicated on Drawings. B. Substitutions: Under provisions of Section 01631. 2.02 LUMINAIRES: A. Provide luminaires complete with gaskets forming weatherproof assembly, listed for damp or wet locations as applicable. Provide low temperature ballasts. SITE LIGHTING PART 3 EXECUTION 3.01 INSTALLATION: A. Install underground wiring in conduit, with watertight,; connections. Refer to Section 16111. 'END'OF SECTION SECTION 16536 SELF - CONTAINED EMERGENCY LIGHTING UNITS PART 1 GENERAL 1.01 WORK INCLUDED: A. Emergency lighting units. 1.02 REGULATORY REQUIREMENTS: A. Conform to NFPA -101 Life Safety Code. 1.03 SUBMITTALS: A. Submit shop drawings and product data under provisions of Section 01340. B. Submit manufacturer's descriptive literature, operating instructions, and maintenance and repair data under provisions of Section 01700. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS: A. See schedule on drawings. B. Substitutions: Under provisions of Section 01631. 2.02 EMERGENCY LIGHTING UNITS: A. Provide fully automatic operation.on power failure for a minimum of 90 minutes. PART 3 EXECUTION 3.01 INSTALLATION: A. Install mounting brackets at suitable locations. B. Securely fasten emergency lighting unit to mounting bracket to . discourage removal. END. OF SECTION SECTION 16721 FIRE ALARM SYSTEM PART 1 GENERAL 1.01 WORK INCLUDED: A. Fire alarm systems. 1.02 RELATED WORK: A. Section 15952 - Controls and Instrumentation. B. Section 16111 - Conduit. C. Section 16120 - Wires and Cables. D. Section 16481 - Motor Control Centers. E. Section 16741 - Telephone Raceway System. 1.03 REFERENCES: 1.04 SYSTEM DESCRIPTION: A. Open circuit 24 volt. B. Open circuit annunciated 24 volt. C. Supervised non-coded, annunciated, 24 volt ac/dc system. D. Provide fire alarm stations, thermal detectors, products-of-combustion detectors, audio-visual horns and sprinkler circuits fully supervised. E. Design system to operate with manual stations, detectors and sprinkler circuits as follows: 1. Actuate control panel to cause evacuation alarm continuously throughout building. 2. Indicate alarm origin on annunciator. 3. Transmit signal to municipal fire department. 4. Transmit signal to elevator controller for recall of elevator to designated recall floor. Also transmit signal to elevator controller for recall of elevator to alternate recall floor if elevator lobby smoke detector on recall floor is activated. 5. Close doors that are held open electrically. FIRE ALARM SYSTEM 1.05 REGULATORY REQUIREMENTS: A. Installation subject to approval, inspection, and test of local applicable regulatory agency. B. Provide equipment listed by NFPA, UL, FM, tested by a nationally recognized fire test laboratory, and compatible with integrated fire alarm system. 1.06 SUBMITTALS: A. Submit shop drawings and product data under the provisions of Section 01340. B. Indicated system components, size of components, location, and provide full schematic or wiring system showing building and operation details. C. Submit manufacturer's installation instructions under provisions of Section 01340. Submit manufacturer's descriptive literature, operating instructions, and maintenance and repair data under provisions of Section 01700. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS: A. Edwards, Honeywell, Pyrotronics, Simplex. B. Substitutions: Under provisions of Section 01631. The manufacturer's representative shall have service personnel located wihtin a two hundred fifty mile radius of the project to provide seven days per week on -call servicing and repairs. 2.02 FIRE ALARM BOXES: A. Manual: Non- coded, until reset. B. Contacts: Equipped closed contacts. 2.03 flush mounted, indicating operation physically with one set, normally open and one set normally HEAT DETECTION EQUIPMENT: Detectors: Combined fixed temperature rate of rise for ceiling mounting. Provide visual indication that unit has been activated. Page 2 FIRE ALARM SYSTEM B. Rate of Rise: 14 F degrees (8 C degrees) per minute. C. Resetting: Provide fixed temperature detectors of automatic reset type. 2.04 PRODUCTS OF COMBUSTION DETECTORS: A. Capable of detecting products of combustion without requirements for presence of heat or smoke, unaffected by changes in environmental temperature humidity, and pressure to have field adjustable sensitivity measuring facility, flush mounted, with indicator lamp, provision for remote mounting, designed for operation on 24 volts, design and function based on dual chamber principals. B. Furnish duct mounting units complete with duct casting and sampling tubes. 2.05 ALARM DEVICES: A. Audio - visual vibrating horns for parallel type operation flush mounted, with audio output of not less than 96db at 10 ft. on axis. 2.06 ANNUNCIATORS: A. Provide annunciator at control panel for individual zones and alarm circuits. B. Indicate trouble on annunciator panels when fault occurs on system. Incorporate buzzer, pilot light and silencing switch in control panel. C. Lamp type, supervised, flush mounted. Operation 24 volts AC /DC. D. Where flush mounted, provide panel complete with manufacturers standard color trim and door with captive holding studs. E. Wording on panel shall be as directed by the Architect. F. Make annunciator panel located in control panel an integral part of control panel. 2.07 CONTROL PANEL: A. Steel construction, painted red, hinged front cover, key locked. B. Design control panel for connection to municipal fire department. Provide one set of normally open and one set of normally closed contacts. FIRE ALARM SYSTEM C. Equip panel with: 1. Door mounted annunciator panel. 2. Separate trouble light for each supervised circuit. 3. Trouble buzzer light and trouble silence switch. 4. Separate pilot lamp to supervise standby power. 5. System reset switch. 6. Horn silence switch. D. Provide supervision of system as follows: A break of a ground on a fire alarm station or detector circuit or operation of evacuation alarm horn silence switch causes trouble signal and trouble lamp illuminated. Trouble signal silence switch silences buzzer but lamp remains illuminated. On restoration of the system, the trouble signal to remain energized until trouble signal silence switch is restored to normal. On loss of normal AC power, the trouble alarm operates and illuminates emergency power supervisory pilot lamp. Operation of the trouble alarm silence switch silences trouble signal but power supervisory lamp remains illuminated. On restoration of normal power, trouble alarm remains energized until the silence switch is restored to normal. E. Incorporate relays in control panel to control and activate systems as outlined under related systems. F. Provide in control panel 8 supervised zones and supervised alarm circuits as required. G. Zones to be as follows: 1. Ground Floor - Manual Stations and Detectors. 2. Second Floor - Manual Stations and Detectors. 3. Third Floor - Manual Stations and Detectors. 4. Fourth Floor - Manual Stations and Detectors. 5. Elevator and Stair Detectors. 6. Rooftop Unit Detector. 7. Ground Floor, West Wing - Fire Sprinkler Flow. 8. Ground Floor, North Wing - Fire Sprinkler Flow. 9. Second Floor, West Wing - Fire Sprinkler Flow. 10. Second Floor, North Wing - Fire Sprinkler Flow. 11. Third Floor, West Wing - Fire Sprinkler Flow. 12. Third Floor, North Wing - Fire Sprinkler Flow. 13. Fourth Floor, West Wing - Fire Sprinkler Flow. 14. Fourth Floor, North Wing - Fire Sprinkler Flow. 15. Spare. 16. Spare. 2.08 POWER SUPPLY: A. Take power supply from independent 120 volt, 20 ampere circuit. Page 4 Page 5 FIRE ALARM SYSTEM 3.02 FIELD QUALITY CONTROL: A Have fire.alarm,equipment-supplier make ,a thorough inspection of the complete installed fire alarm sYstemsAncluding,allcomponents such as manual stations, thermal detectors, products-of-combustion detectors, sprinkler flow valves, controls, to ensure the following: • . • 1.. Complete and functional system. 2. Underwriter's Laboratories requirements. 3. Installed in accordance with manufacturer's instructions. 4. Regulations covering supervision of components are adhered to 5. Make changes necessary to conform to Items 1, 2, 3 and 4 with technical assistance from the manufacturer. 6. During the period of this inspection by the manufacturer, supply to the manufacturer one electrician and one apprentice. B. The supplier shall submit on completion of system verification a point-by-point check list indicating the date and time of each item inspected and'issue'a certificate, confirming that-the' inspection has been completed and the system is installed andlunctioning in accordance.with.the specifications. , ••',..•,•• ;.•,•••, '7':•:.;• •.• .7 , •,:::7:" " .'7:': ...,:,,•1,•'• '•', ',•7•,..: ...,' '''..:.. ,'' . ...:',.•,..,.:;-, • l. . ,••,....",',"..":;' ;,•,. '-:` •••••:: `•••••,,.. •:•,•. ••• ••, "7'7. ':7•'•,•'....' •• ".•":•'1.''.•:;•.7.'...1.: ,,..i•••'7.•-•,:::-.",, , . • • :• • .7,7. , •, ." - 1 : • ' -.. , . •• • - • . " ", ..•';;',.• • •,.••,•“. ',, ..•:',:, •:-..,••,., ' •"•:,,.."."."' , :, • '• " ••• • • . • • ...• •:•:••••••"." • ,•:.•• • • . • SECTION 16741 TELEPHONE RACEWAY SYSTEM PART 1 GENERAL 1.01 WORK INCLUDED: A. Telephone raceway system. B. Include an allowance amount of 61,000.00 for payment to the telephone utility company for telephone service. Any reduction or increase of this allowance amount shall be reflected in a change in the contract amount. 1.02 RELATED WORK: A. Section 16111 - Conduit. B. Section 16130 - Boxes. C. Section 16160 - Cabinets and Enclosures. D. Section 16721 - Fire Alarm System. 1.03 SYSTEM DESCRIPTION: A. Conduit, terminal boards, and outlets to form empty raceway system. PART 2 PRODUCTS 2.01 EQUIPMENT: A. Conduit: Refer to Section 16111. B. Backboards: 3/4 inch fir plywood, one piece per installation, finished in matte black. C. Outlet, Pull or Junction Boxes: Refer to Section 16130. D. Wall Plates: Shall match finish of wiring devices; refer to Section. 16141. They shall have a center hole or be split with a center hole. Coordinate installation with equipment installer. TELEPHONE RACEWAY SYSTEM PART 3' EXECUTION 3.01 INSTALLATION A. Provide pullboxes in telephone conduit runs spaced not;.greater than 100 ft. apart, and on backboard side of runs with more than two right angle bends. Place TELEPHONE label on pull and junction boxes. Provide,pullwire in each telephone conduit.,run. Provide. plywood backboards and duplex receptacles in the telephone equipment room. Confirm location on jobsite..prior•to installation. E. Install cover plate with center hole or, split: cover, plate. with center • hole,on all telephone and data outlets in coordination with the ` • .telephone installer.. SECTION 16781 TELEVISION DISTRIBUTION SYSTEM PART 1 GENERAL 1.01 WORK INCLUDED: A. Television distribution raceway system. 1.02 RELATED WORK: A. Section 16111 - Conduit. B. Section 16130 - Boxes. C. Section 16160 - Cabinets and Enclosures. D. Section 16450 - Grounding. 1.03 SYSTEM DESCRIPTION: A. Provide complete television distribution raceway system throughout building. The raceway system shall provide the Owner with a network to facilitate the installation of either a satelite antenna system or a commercial cable TV system. PART 2 PRODUCTS 2.01 EQUIPMENT: A. Conduit: Refer to Section 16111. B. Boxes: Refer to Section 16130. PART 3 EXECUTION 3.01 INSTALLATION: A. For underground service entrance refer to Section 16420. B. Install pullboxes in foot centers, and in C. Supply and install a and every television television conduit runs on not greater than 100 all runs with more than two right angle bends. substantial corrosion - resistant pullwire in each conduit run. SECTION 16921 MECHANICAL EQUIPMENT CONTROLS PART 1 GENERAL 1.01 WORK INCLUDED: A. Mechanical equipment controls. 1.02 RELATED WORK: A. Section 16111 - Conduit. B. Section 16120 - Wires and Cables. C. Section 16483 - Motor Starters. D. All control components to be provided by Division 15. E. Connection from control terminal cabinet and /or Motor Starters to control devices by Division 15. PART 2 PRODUCTS 2.01 CONTROL RELAYS: A. As indicated on Drawings. 2.02 TIME DELAY RELAYS: A. As indicated on Drawings. PART 3 EXECUTION 3.01 INSTALLATION: A. Cooperate with Division 15 in connection of control conduit into control terminal cabinet and /or Motor Control Center. B. Install line voltage thermostats for single phase motors provided by Division 15. C. Provide remote control connection to remote devices. END OF SECTION Page 1 '1,•il''i-;:t;;.1,•::•,:,-,,,;:.',.,'•:,',4,,,•,i4...,,,y,!......) \ 1, ,,...: ,.;-„,..,,,; ti).•.:t;:;.: 7:7- :,;;;',::.,.,:; '::: ',':::',";..;;,;:Y.71t.,4., 4, STRUCTURAL CALCULATIONS HAMPTON INN .Tukwila, Washington ATWOOD- HINZMAN -JONES 210 South Cole Road Boise, Idaho 83709. • • ENGINEERING ItiFORt•111TIOti SHEET Subject Roof Framing .Floc * Framing .,, e - i3 Co , :im; Design Wall Design Founcation Desijs Lateral Analysis Misc.: CAIUuer. Calculation . Page Nos. Roof Loads . Roofing Decking Frami ag 6" p p 'Insulation Ceiling • J.: 14 -z1 42 -gS a4 -140 • BASIC DESIGN LOADS (psf) 2 DL Snow . M.,. Snow ei At F- 1.5 Ps '4E4431I . 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(4,/G74 10' 45/¢ Pr /7, le 1 57S" ,C0/4.5 to x /2- , //t/ z' • , 4. —f6 •p . *ti T. 2�.v le1 `d, G■ . 7'/4z•'5 , /6 /8 /40 40 40 Z m c---- GO 0 bit A/S. / *-7 /N1- /7A7` r.• ,� 'N ATWOOD • NINtMAN A PROJECT 87x'44- >� r�/> /��1 �it/X/ *g. &I 1 • OATEe Z O SNEET NO. �� 4. /�, CONSULTING ENGINEERS�trf ..' 13 eaw) V - 4v C-4%yva1o10- 1 8 * Q U - tipc)0 6Q w,t= /68.5 X MG& /.l3--/) , 2 //z r /Pr e gZ i1-77 r3s 81aS "c/..Q,, %%%, 21 /a 41- 166'6 14 '%[ r -A 270zk �.L /307 /1-5.G 11 -x"4 —/6 T /355 r /G8''• /S,c 61. 5q 0(4-d" "zexit. Z t 0 x �� 4S � cis , D ,.3 3 � . .0033 L� g�, �, . � s. r _ 223 �j+�35 /�� d 4- • CALK 2 . I. ,11' ✓I s --- ° ;Eu 15.c. - , �3 rflATWOOD • NINIMAN U n PROLE CT P10044 '1 gtm /AN tak IIITozia �+ 1 �l ��� SNEET NO. , 4 CONSULTING ENSINEE� abV 14CL 04""3 Fai# 4144 4 or1 Lit GU4. C 4/ 284: a h /l. 2z` /// - 326-1° w, 4- 2$f: 8 -' l (.2at• 6 221 I ". 12, 7/1' 281', 8 be4,zzr-/# - 25-0 '�` 4/144 AZ /10 200, S X / /2e tc, ' 35Q5'1,* , 7 )p- - , FX /a t.4' , ooze 'c6o6-: 6 -K cti2c (949 /ix i•. 63i, r 31,52 "'! 3213 44.013)4'94 Gx6 .0(928 = 7,1/x z 4/` /Z k /1; ` cLK• �tg X / S7X,0078 =,002b4/2.0-w, 4,1%.. 11-2- 8'4 35?-0'74 4 v� Ll.l3'K28t Ii,2zlz- 1888113 d g5-X2n l(12xff = 432e._ Few �1 „2„; "rf)12764%* 2 4-Aa 4 279 /832 10.341 I / . '- Y 8z 4- /. 7 x dfo / 8z. 5 PLT /5 = a 0q3 / /141° 3 bz. .: 4, bedct s itq 644ce - '&f2t5 !bjcr gelei- 19 /W. -Sam use / r=Gc1ops 6. (, 6 u416,MS xG'' � ove►- ,l/ 44: ///, Gci 8,33 PROJECT 84‘00441 NATE�6 j' SNEET N0. i1 ATWOOD • NINIMAN wgm MN 774k -�- '� IOC" Q, tp CONSULTING ENGINEERS 11/ 144 = 3126 S`' lz g __ ? dc„kec,. a..07ic. d,-iki 8,tat, tor. -- /�i�rc•�....( . 21 (Oct 82L6' 6 - 63" 7 25'3,31-s 212)6 - , »9 /p r� 8,(6=tg SZt 4 efq boo _ 3 &Z °� .x 2$�Z Igsx, ` x3 y /_ 0t 8'Y' i'12w.....es, 7' it �s . aD6 *, 28x ¢g .8614- / t5-c �� ) s 5 1-f 4 .. cl 3 b■ 4 /.1% ti G i 2..I. / I f 7 ig', 3 /0 . O :.7 - b 006-1 4131(11. 2/k 6688) 04 7 Si N6s 3 f 2S k 84_ = /3 loo /6s .C, 6 ",e21 2,$1# =1��1 17 ATWOOD • NINIMAN 1►/�/%�1 PROJECT )7H IN r OATS SHIT N1. or FF 4' 7 CONSULTING ENGINEERS Floor 'Ir► 1ef a tsar /4'e& 8c0 111 cype-G-bo% •3 (' t r. oh[i P &l , s h /0ii5 env /91k, ,i0 - s% fac- ')61f,T `- At, "`___sd_I! 3 2,08� z20774.25;,,- /6c - / h am � 6t4 4 q / 98/4 = 2377c3 Aix /-ksu 2j4/'o4 . / 3m elle4 914firer 1 a L i •/ -i-, . 649a2e• '`c : 4°5° it (t: 11.) ` 1;49 /x`76! "I'ATWOOD li • NINIMAN � P101ECT�2o0�' f-II9 1� k Gl/� SNEET M0. NT G t. b CONSULTING ENGINEERS 27-7¢x5 460 pbd� . 00A 4,41- '9°,53 7 ? = ; cb83 x 2g'` tq 1-4/5 - 4 23 4 /. / 8 or 5e4- (.98), . oC'- 54 /2. 0,L '437743 -1- - 3 .51'x¢- 4 98 '0" • 4,,� = 2/)-2. '�•�7' --m4 - 2//2,k 4 2 l 42-4 =ke /74 072-4 -Air 1Z /c5/.- as. ,t700 111.4, _ ! IZh - 122/ RI- s : 11.6.433 "-2e„r l7J, b7 z. 8 3 l° h oo5 : KK, 43c = . 686 4 /.4. � � , Q / (3 T , SB 4' • 06 r =, 7z) -�- /3 /At.. _ lef6 633 = 2f Z ./xzSxP',Sz J° .. Dog/ =-74 = , Da vxo40.-ZB • NINIMAN PROJECT e6004#, 1 )�/r rtf�t il HATE 30 SNEET NO 7 11.1 1► �� i� vl ._ CONSULTING ENGINEERS Frs6 rlook - 9a6 O1i 6 -eade' Sh. 44111 C' / - G",'1( r,ll 4k-49e. //oor 44e— !Z1 114104 L of 0fr �osi7�i1/Q ,„0, ., pri tz i4,74,r•74 de. /ess to Co I4v- froy a r,'Az-•"-c•^ 6 &/aseol 74o .-714 - / Y -,112Z/ d= —4S- '54-- 4, 25' All Yj?et44.00 -A - /// be, /46,- ahs J2 eleve-f-ac 614is 11 /c3,h5�n' // - wed�q�a�,�y kie4. -� v cl = 1.25 lo�-,� � s z 0o 2! '-f. - Y 9 ^ /2x f • � J Z� . 002-5-K600-.;6-9x, cb 4v) � 2. k, 24 ' - Qw /'4e-- /l'• tf•e/ Po . lam' .. -►e.�f Lc� f�rr wt' // Ae.-s- //G .G // /04cl& - LoQares ,q14 eX r4e401- //c . /p = , 002'7. J A. = .942 42x2, ck92 /7.5'402?A� = 30, 9 = 2 6Z -192,r 0 O /2h4-0S .,13f.ci //7. - rtc fiele- fig, /S +,42,‘-ee,fr -tor al-41:2C; ov /1 G /l.cys - •�8�7�.5 413 - .�?x28�¢ -ms s - • covw21342s, 5,�.Z 8,53 3 ATW000 • HINZMAN • !1 /PROJECT ,0044 � }�'I i Y� �� I / /del' DATE. $ X . DT 64- SNEET N0. F 10 CONSULTING ENGINEERS X913 R F.o/Qc rncwr tavk Ste Reco ki,-rl M /81 R2 63 8 l3 l3 66 7-i , !3 0 Cv‘,54.413 --6Xb 4/6,cxtei3 - 6x6. T3 14)81( t3 -6€ i Lv8xG,)S 6 7' Ge) (ogle 1-'6. l,v6s- G x6 11 86 6 7, 1AIlECT �� .. // 1 fk 1Y49,IATE SNEET �N1. A [i] TWOOD • MINUMAN 9 II Is CON$ULTINC ENCIPHERS • • Cokri-elevev gj L vi/0L' Ai P 14),,L 2s er- w.6 °l '/,1 '- 2 /.7 ; I'7 o Ps e 170 X % = 3o o /I 34.7Zo y . t e = l `� o X . _ /c o /45 /0~14 - ; o018 =- 4 - , n)/ • x -Z.c'/Z - / 6Z Az-Mt rp = .>. l w'oZ ./ �)4 7.5' 7 ,, OO235 8 4®-! .9).e 12x 6,� 5 u • 0:92V Col 3 y,�, � t300 '1-14s - 2 A aro .e 12; e 5,-7c 14e/ /o cl.3. Zz g'728 J 149.. %3 ATWOOD • HINZMAN CONSULTING ENGINEERS PAO IECT . / /WN 7"Gllr Gds IATE / /re 1r SHEET NO. FF/ 7/0 12 -7' v P 4-094-t- 4iptfrOgoz. ATWOOD • HINZMAN INJECT ��lV `7Ait wir I IATE /� SNEET NO IS en rF ii IP, CONSULTING ENOINEEI$' cka / p / TYp.2 "/V7-w) /a- / cad 1- 2 Acing / ac. d 74/29i—, owe i L✓ALL IDL °° �' ti y°y b FF4 r it r 4z x2� 6gs � X /82, 4x1166= /■7ei-‘,9 1649.4,,eab-s-x:70(itzbgaw,c.i; - . - '1('I4 . eizw6 /2 02 ilor, '/43 (7.6119, / %!s 4 Ltov,z ,002 xsx . -A-'ny., 2- II-4i- /04 c cam, .c,cfe. 4Ox,i 7 x //. 6Z/z. ° 62. _C/-/h /s0' -/ ,�X12X2-2g2X.0a22 ,e 606 -,551. 2 te) ea, 6 / /6 cep of 9/5'0 4, /027.8 ; 10 n e86 "1/45 062 I): lo,44.1 = , 0025 1045 4A /V? [ji] ATW000 • HUMAN MAN PROJECT 910044 �!?n (N �k w� IATE � IT SHIT 111. 14 1 CONSULTING ENGINEERS q3.2 �, 'G/ /a 44. _ 85 • 2 $9 = 1-7.6; P e p e r ms = �`7 X g 5 " J2 x 2.75 p,*„ 4QBtbo a - 432a rnt. r / 9342c. - a/j a P.` Z fb�Zboo s 6 6 � �� 8 vc 4150 8 1.0 480 ¢ i /q .3 4/444. 4414150, )° D7 233/37 5 2222 � z 0388 %/- • . ¢, t • CO 224-265" - 2,75- 4. 0_ .±13±L41_7(12.4. Hy • 278 vk /4?) cele- 6.:- „c,74cpG, , 74e- e to // Also h c.e / COCA-3 hey-., 1A4../( ��•., V %; c %cGK 12ic� ( x fe�lrxi •lt/a 1/ - Rari, i s► /w to �,�. t 19 /' 41.10/1 1.4x- sz .$i A L.6� _ 66/S 1�s P„ = 4x .x ,e4Il6g54-63Ne/ qa #3x epjx /• 4x --�- = 6-775 A!`40-2 For ase,, �'h uc�� sh,t3rs. / Pte` 4ij 9 4. ek3 Zq CLI /J L ) 1114 0X.� 82x/. i.2. .2U73' / = 24 a B/ . ,E(5 CS•G1 ti A/ o /e /ot S 3r* xJ2X2,75Z Oo.SL -=? /ls . 0062x/2x Z7‘ = / 72 ;L,-z NIPROJECT A • HINZMAN 8M,44 kgrn /MN 7-61,4 G603 Q OAT E2-4 � SHEET NO. IT T,2 w IA CONSULTING ENGINEERS ,406E' - I-7411 v24'et3l, • 2;4001 °7 `"•'7. e. 6i8 • • - -1 •1 = 05-)edf000 /a /72 6evoo 3.7e 4 37s;) . 1462o e 6-4-. "-7q g5 • ( 75.— 4.4—) 0,5” 0i50 ei , 1-1 q6, 72 976-e q9a0 Qfoo 6930 k4l/ cedevc.,/e . 10, r'4/ 4x-1.A (I,,• 4,,./ otofte.,.7 // KCI 4111 416 74; 41# a )e. ATWOOD • HUMAN „,,,,,,_ hPROJECT861041 .. PM' INI‘i TlAk 1449 GATE . 61 ev Gil MET NO. mil II 41 Ile CONSULTING ENGINEERS 6.1ted,t -14.4/Z5 - 3 3 Rte. d9,cl /t27.1/8 -bes- i /0. G, — 1 =1 %2_,r o ?9E/Zis 4.2 eafts 4.7 /0- (0,7 - dr. ke,6•,o,.ce_:..+- : 4. T % `p ?4 5 4.41.4// 5 p r9) - 26 ' z L61,,ez-67 r /0-74-6-‹ 2l7 >- - Q1/-n - l6s - /D, f 44 /3D;44,5 ( w`t, f Do. --, �s -? 6 -- 8 ---6'317‘ )e(‘11-1.2-) /126, (//. tue. 14,1" Pea90 .•x (Sid z) -164787 /23- Zi ,0-1Ex eat 0x 8x 1_z = 34540 gc //46 :4z *A-0 ,„ 9.546`7c57,4.31` T 86 /15 7' j124_9_±4.1349 = 240 iterAie Cu,ti�w 5.5 >` 6942)- / e60,1 /4" 0otZ'1"->� oo¢2x6.5x8x2c2.��s 5 6 2.21 ;„,4- 5 ) /op„, of 2.2 : , 2z 4%/2= .¢8,s0i4 ‘,,4 // s 4 r,t • 1a 6.7 STILL // 11.- %/° ST F E. �r ,s'f cC /� St-%913 (AADTl/ 6-C• -7S" [11 ATW000 • NINIMAN PROJECT439'ool¢ //t?I7 ANN GG DATE-30,4- BY SHEET 4 NO. I/J 1111 CONSULTING ENGINEERS 60ti`t,ks, 6l4 gs Aa 4ty of/' ,e e) /EC4 1- tvic j:; 7:;•-sebh , fis %Z7 7' = - a . 3¢2 .° -lXatoa,V g Oc-/q3,24 /�. 2_ 5 t//' /I 4l. ffivou-, g' l0. 4 7'O /36 -k�> w/-'4kL- ' f9 lo' pf-- /36 yzt=/0 �-, G �, .44/44, ,.7 TSB >e6 (14_ n;.ZZs DATE3O SUET NO. >a6 �c - '8( rgENOINEEAS C T egoOt4 Mk WO 141 PAGE : PROJECT: HAM INN TL If: WASH SUBJECT: COLUMN BASE PLATE BY : G A I :'ATE :SE 7 S T E E L ' E A S. E_ .. F' I_ A T E I :' E I ., i:. N. I:'ESC :R I PT I IJN .: GiW 1. LOADING DATA TOTAL i :a:OLI_IMN LO :OAI :' - . Bearing 'oon Concrete - Concrete Pier Dimensions: . 30 in x 15 in Fp =. :3'3 :4: f' : * (A2/A1)' `. 5 <= 00.7 :+: f'c = 2,800' F.si COLUMN DATA SELECTED COLUMN SECTION . 7 _ _ _ _ Dirnensi' :'n Along 'Y'' Axis (Depth) Dimension Along 7X" Axis (Width) Web Thickness IF THICKNESS ONLY IS DESIRED, Depth : Y' Axis - 0 in DESIGN SUMMARY ENTER. PLATE W14X2: 7.00 5.00 0.500 in in in DIMENSIONS W i'jt.C-i I : (Optional 'ri�i l I ). 0 in EASE PLATE SIZE 9.5 in Dee, A I $C: DESIGN N PROC :EI:'I_IRE Al Max v 1/A2+ (P /.3E5 +° or F' ./ ( 0.7 f ) I:'Nlta - c :+: ( _ . 8:+ : -, f ) N : (APPrc'x) - (. Al )...,.t1 + I:•�wlt.�:i B.: Al / . N Trial Al . E :4: fp / ( E * N ). rn = C N - (.95 : +' d ) 3 / rr = C 6 (. 8'' ; +: r' f )' 1 / 1.5 i:� i r•, r�' - '.4 ( bf - tw ) =--I.83 in Plate Thickness = r�' :+: ( fp / . 23Fy. ) A. r., F'AGE : PROJECT: HAM INN TI_II< WASH SIJBJEC:T : C : :OLUMN BASE PLATE BY :GA DATE ;SE 7 T E E L R A S E P L A T E D E S I G N DESCRIPTION :': :LOADING DATA TOTAL COLUMN I_►;iAD:' - B' ar- i r,' 1:11 -, C1:1r-,ci• -et. e - 271 kips '.1: - 4, 00'0 p'si : ::• Fy = :3A,000 psi . > Concrete Pier Dimensions: :31 :1 in 15 in Fp =. :35 :+: f' 1- :+: (A : /Ai. )''•. 5 i :i. 7 : +: f' i; = 2,800 psi COLUMN DATA > SELECTED COLUMN LIJMN SECTION : Dirn,nsio :ors Along 'Y" Axis .(I :1, ;pt.h) Dimension Along 'X' Axis (Width) Web Thic :k:nwss. ::r W14X22 .8.00 i :i.500 in in in IF THICKNESS ONLY IS DESIRED, ENTER PLATE DIMENSIONS (Optional I) Depth : .'Y' Axis ° 0 in Width • 'X' Axis - i:1 in I- DESIGN SUMMARY - I I BASE PLATE SIZE 11.25 in THICKNESS ; 1.250 in A I Sim DESIGN PROCEDURE beep 'a • in Wide Al Max : 1/A2* (P/.35 : +: f I - )'''''2 or P •/ ( 0.7 f':: ) - 97 irO2 Delta = ,5.;r: ( .C5: +:1j - .;I;:r:bf) ='1.40. in •N : (Ap•F'rc:x) = ( Al ) .5 4. Delta = 11.25 in + Al / N • 9.00 Trial Al .fp ▪ P / ( E3 - B ' +: N N rn =[ N .(. 95 :+: 'J ') ] / 2 r1 = I: B -.(.80 : +: bf) ] / 2 . W .' .4 ( bf tw ) Plate Thickness F n' :+' ( f 101.3 i rr''2 2,677 F'si. 1.8 :i in :x.10 2.2:3 1 25 in � (1t14& 13 J G Res, .40N .3_6/ @4f,T43 +2112) g� _ 48318 C /07 23 sL4ppe (+ Che0h Stecr ®DO 0 -r'e,vw, s yr04` 141= 10785( .- 8-1`1 5f8 ; /03 .523. 46 /4•; ,oz. /=r- ''1 r 5t,-ee- /- C(se, . /WA •e,/ ' :1/ 'x60,c2p2fBX /z = 6 -5.0 ke gG /l,6 �.z 66., ?Er? % , 44//4 t/.. ‘ . 8,5(5S4 G 6. S) e l03/Ogg —64 S44 P = i'(lo`416A Zl4"It #8X26)= 371, v,6 4-cyce d ./mss h w4 4 ' 2,-7) �r�o gis (1wr ►'7 G.UNcir fG Pt1 1035x z 4- g `i 5 � 8 � i3, = I, � 304= 4 I -M6756/8/9 X 5-'5)6 /2)2c� 105 4411 A41 /00-7a 4 Q77 4 3X/2 , a AC �,$ 4 ATW000 • HINZMAN CONSULTING ENGINEERS PROJECT '1° 1:034,1 IN OAT EWA . IT a SHEET NO. /G 2I l'1) - 6" lvigLL )96 (/dr74 i h ) , 001E K 60c (2- , D 864,11//�" A/`l9r . O 72 6)e/2= , r4etli e1r-- • "z ' QQ ?( C iz- . l i1 //Gr OG cav Gf.g c; d -- R s U e v f l� .o O / 2 x 8x / 2 / 1 5 T I4 , 002, 80c/2.7 . /42 ,.y,' //T _ •610258X12= .2'4i4 1->` /A:P- 4J12 a. 0/2 - ,6 X gir4eoa/ g1 _ !/ 1 .aoz5 5.5x)2 = .1�l'A %' i0 / /t // 42cJ. / " z.1 PROJECT ,MOO' I�GG/ S�/ OATS SNEET NO, []*TWOOD HINIMAN NYSE -�-- `7 2% 11 CONSULTING ENSINEENS Vey LIJr 3Gt,o., - dial/ '' 3., + N 1-1 45: S 6.0/s 2 ,:3 gS /3.f' Aye lge 44*. x/714 IF* gs =50, /5.41,! 7o4 .91451164g- ),25,5--t 1;7A/7+04047,g; -�.. = /c3 '- -;. - /22 g . ~4, 141 - -./ h 3143e . s"+ V k%7# 8„s. /Ct:7 ' -4' I? z('t¢XM'23oL' 276-+ 7 e Ater- Abe, it/4, Zo 50g- • S ' 003` �' �S,f4 0031 k 6'j`-.6-6); 6'j`-.6-6); c✓,►c/ z7'(.710 0 --7i pc / /9e1.24/ A-5-"E• '.4;€ . .E 4 is ) S© &,d& . a,I Fi1PAOIECT 'CONSUTING ATW000 • HINZMAN `'� HAI INN it u./a DATE E SHEET N0. DT �J 23 ENGINEERS 6vede-- enel /41,15 6yed l3 84'' 3. /6 cr-��rr �9 (2.4)=- /.3-7 A/), / 57 ' • . 4S °' - �6xle Dos `TZbo 4 .61,40,4-- '�`7!'t, . oqw /6. K 18`� , bo5K< 6o C ,ocs-ts 767 . - la c� 1243s - 6 - .2 r x , / 8 = 36.444t /4PG (//, 3 - , 91a r� ATW000 • NINZMAN PROJECT t0o4f L//YiIt TN M �` DATE SNEET NO. 74. CONSULTING ENGINEERS if3ilt r oplcaL PI S RRoo` .44 4,,o 6tic`c.• /4/al l sow-. - i on coo .44/4///z5- 47014/rr 2.001:S X/ a 6 J 3 5219 /cr r Gvtroo¢- ei4de , m: /sx /.3K/49/. 4 : 34'.51 // '3 7l 7 P /fr V� VA 3717 f-!s)-39 0af. atD►►, 1, 1200 /7, Coo �35x 600 / f .° jp('‘.0-/e Y z 1-5 1.60 -DG,, 3 -7 / 7 pt 2g" 321 /, 15'7 "' -, - „lilt IT 32 2 r / `7 _ 55'7. AO /4.42 P 593 0103 =7 1¢5 $ ,- o /03X/(AZo = 3.3,s,a. 3 /o 4 3.7 , 1., ATWOOO • HINIMAN PRYlECT� GI0�44 V1i INN �T 1f Gr4 V OATS SNEET N0, ^� i1 11/ BY 6 9,6 •1' . CONSULTING ENGINEERS ) "a. 3 k-1)- � G � G ✓ - / ` s- c yb, 3 ' ¢', d 2‘,4 ,4 figf4-4o. /afamk- Ge44 c..-.0/ AArtre, %543 ,6412- -�S..JK /e.G / kfla • 3 c54.g 25. c 4 17. 3'4 l#4 13, 9 r ea //0,F"--4-- , - / /O.14 Z4 - /s ir. -55 4%, 04Gt/P 4 5 /5br5L z s L /r Q icax.cce_06:/how4,4:. .34a o - gor R/e-•9 /kik Ale G = 23.9k344 /0:7K2,,5.50. 13.1$014 8.sf4.1 /5q2' -! T /°- 164e, s= 63 4 z /15 'Zxl i` 222? R4 :z6''-�� Reloe `j 276 04=0 - 65 /9 # 60- vgx 5,5x. L?rrz�z .C°1 7 ` d 1 x ei,i Z0'.5:..4:4 7 ,b' Q2,Ar,c ac, x2sM- ' /7 +�3, 8.g /vb "5k 4' 4, „ /48 = bp, v 94* 0007 -7 0Md1!t' 41(/2)44 :5: evti tc r /723f'''•fiii - 8R 60. lSK 5.5K�s "y,53; z r_= r [ P.Wile 414 oc.A /., s lei/ oH41 &L,.,4 4 41/4$4_ /h Al z__ jtT p PAOIECT DATE` SNEET NO. ATW000 • NINZMAN fit/ 4' 7�� �/ IT6 . CONSULTING ENGINEERS 2/n Rao/ j'; i �� eke ' 1 1 , 4 8 4 r e - ll $ 3 .- ` / 8 2 , 1/.7 =13474 r T 3. _z GRot -to up, t '3 - 4 1181,098 i-43= 11173:1N% 40 T 34 1$: .-. 6f870 (` ft) ; %•11c ok 4 /I. 30.'7 v7/° - ,005f 4...1'&els «., Aar sj.k. Ahd 542 Ni 0 • NINIMAN ATWOOD , PROIECTeRov t n4 �� ��..%i��� RATE SHEET NO rr� �qi l6 11 1 CONSULTING ENGINEERS • P/c, as 6h H411ucy a l4s G*•aE AJ. ¢.1 4-.4a9 %s X 4-1/ 4S Rool- 8 5'' 44/4 * 73 a, 6 24'3 )%%X3.S, 25,5 633) !f 570 Nape P 6 24, ,>49evox 65� 8�.7S�c/0,5 * la ca-5--5 3S 1?la 11'Q 6/41) O F !9/R 4i#9 Gc r.AItn toady 23 ,- z y 014 606/ g ATW000 • NINZMAN� CONSULTING ENGINEERS PIHIECT k 11 004' DATE SHEET NO. Zh lit/ ALL Ri"F,vr mesk BcD.q -6x6 Noa. 165 V 4/ �.IMt Dt,JL : Q /¢ l s / , lig)s/ D' rir 44 dal V ;AT , /66ht 13,Li0.. 1.604 /q 4.6 Mesh ;4 / q -6xL 1-Jolt • 165` VISA .16Q5M' mr t,U `b9 -LK , Noe • /6c,'i,` eld itd9 /4t kk !f 3S` £4 1D 0 .210 •2¢ f *16;4_ id&VO I/4v/rs Vakter /, 'ft 1¢ 2-'(o E1 ►• 1► 6-(4) 6e4) 445xQi - l 1 , /65 ,�L /65,41 /65f14t . /„.lt I'i 0 L•/i 1,4‘,40 ; _ / lt6 041W2 Z #gip frees 14 vies .0•461a D mow.. jp4441 Irawi f-5:4?ki9 6" 8" CvglL w41. gtILca., i v4c / - 6-4 Goo • s4,,/ - q rekc [Jiq ATWOO� • !HUMAN PROJECT $40494t an IN1l 77kla9Ski OATE� OT.%_, SMELT NO. w1. /A CONSULTING ENGINEEIS RIPROJECT ATWOOD • NINIMAN Al Tb4.4iI of 544 uvliji1._l ,�., o.., Is" sNEEi N0. Ir a,,, ?re�9. CONSYITINO ENOINEERS 1,,,o S . Cow__ . ; -PAS . Co't - 1AM cr . L Moo iQ "ggI5 r>cNT,i L tL CoICC ac,✓L Ire Roog SNtD LL. � 4 oitot 2 L1 -DI- PLC PtF YTh 044 90.4- TtAro t4. IFoof. IN�D - 4441 121.2 ' 'to -L 2 - 72.5 PS F Cod• ,5 P.S.Q. /b.° go, n h,S,p. (bd,c S.g 25.d P,S.g , 17.5 P. S7 • lo= 29Z (9) 5P Q X51 ATWOOD • NINIMAN T fiwlinu /A/A/ 7lec . NATE SNEET NI. Ir •m■ , '4/S . i1NSIIl11Ni ENiINEE1i ' Liervt- 0041211t60 LAM -L A.. wz ' 'b1. Way. . g,6 X )-4 2 ..S ( `4 I S 54£, t -k . rte. aro ps Ia.N+.t., (8.5K4) X C 256) l pup it.F. 2m1 , 11,1- ..,.;. ten, 60(.40 (.o)(4)f�)z 32.0 ,pt,i , Pr& • e 4o S 113 h 4- 132D 0-4 fl aA7ki've..u.tild,04a alp t. A. 4&a Go /4 g . �JIIi V� /.Ati� . $N ATW00D • HINZMAN , 9/c J /Hill 7�,c.1 C1i4 -• C S ENIINEEIS 1r "', W 17 51 P PROJECTeidgf z5 an)? ttiktA.• fit. &ivy- 7- r �e... 12bop etAG talAVA - ICD / uA ht. GMT 1251- coo ISb. • 410, 125+ RI PROJECT a° d, r. L: ..14/ m SNEET NS. AT gh) V 2A iPA/.. CONSYITINA ENiINEEAS [1'] ATWOOD • NINZMAN PIIIIECT /%Yi1l 7zir. IATE� SHIT, N. V ILL �' ��C6 • IM CONSILTINI ENGINEERS ; c 1P,e- --- at'rT� rr 1;wN t04y -cam Nor Coositi rtx� No one...,) 1)11..2 vit4 LK• �L1.K� t Flx, nd - 127.2 ;3,2. �f- (0.74-14.8a, A.5 < 1 1l00 �L 2qo tc. �ZoK, BO K. . 7-/ce /71e40.0. /5t 2—°74 - �20'�' P-r c:ofer_JI.4.06. 112,x}- - y,o•� 1 () *Cr 1645.2 44te. eotio% )1?) !6( /a1 ,,c7 /6, b 14.0 o,o 2,27 F11ATW000 • HINZMAN PROJECT 67233-1-OATE5/578 1�foN //Y�!/ 7 G�%4r . 1 SHEET N0. It Fe / 1hSf__, CONSULTING ENGINEERS Pic-e me_ Pte., PL i.. /68,61 7,6,E 4- 41._'• p6,_ w-ta, ee , 2 (I) 416„ /64b ��- 1/7,4 4617 `64, / 1l , b 9.'Z -fl -t,tb ) 0 /2 9° 53,1 14-4 (Z. 1 root, /5-54- 480 I1 .O 4 Itit ?ova /kb_ 6D, /0, 9 ?l, VM' 14.00,4,.• r�►`' 16,1 - 14.5 "'7 Gl0 (201,e) tote ,Arf (v,erf) .(3(ri)ot,• .b) (i�.&) v72 ,br\-1A9' (1/11//0 (1:17:1) N ATWOOD • !HUMAN PIOIECT 170414 , DATE SNEET N0. p/ °/t6). IY/ %jA CONSULTING ENOINEEIS PONS. t Om. P=1_. ofr (,0 //9, z,4 q, /°/ Isar w � /� 4,y) % 127,2 , Z1- 'mil dos 141 17,b 50,7 IS,• 43,Cp 1%9.3 * 01E3 24:4e //5,15 /00-1_,43c4" ;1-Pr n.4- s517 2 i Pi y G5 //',/, LP v 2 2Z (o,I t --r -Fc,btM- cp,e, /7014- wI /54, 7 ,� o .c - orr 1 -L¢►WL plos ATWOOD • NINIMAN?��ff(f� PROJECT 87ooft' IATE� BY K� SNEET NO, i7 li i WEZ., s3 . CONSULTING ENGINEERS ,_/,GL 2�. ?Pt- 97,4) n�c_.. 7� -rt-c._ 6,1� Cv°• (�� S� 2►, 0, l,g� 2 87 ‘11 a -.- 7- )60 14)1- - o,■ INT-17.0014-- ate-- (- ) 44,4' 10 e4- (f4.- 1"r-voltopt citsq-) 11,2 P , LP (/4 tar Tn #c-' d q1, b( A.4 4.4 151" TA414, (1.4 19)1- Ft w K.o N ATWOOD • HINIMAH PROJECT 1. '41d'�¢ iiiVieW il/ 70 IATE iv SNEET NO. 9 PA) l.Gf7�f j11.4.S' , CONSMLTINO ENOINEEAS li. ATW00D • NI Nt MAN,'$J :1141111C4rT,. O f 4 _ . ZZfJ IATE'L®1 , SNEET N0. CONSULTING ENGINEERS /4447 "i,451 AM 01 t, is 4,25 /.311 to Cz) 47 a 2! c) JL 109.5+ 'i V- 0 , > . e 14 0,7 C =-• 55 UC.C7 Gf C/O2 tt 43,00 40(//.A(p)Ite. /o6•Py2/74(c(� VIZ2 � Gyv . . a0 / (,)ce z / 2 PROJECT 67040 /hi/ a�/iira `7zip ' l-. .AT.F]ATWOOD SNEET NO. il • HINZMAN i eiti N A7/(4(5 4 CONSULTING ENGINEERS �c oD /0 75-¢ -, i . ',' li ATw000 • NINtMAN� dr 1 4 POOIECT,740(• .r., .J / IATIRR �r SNEET NO. 00 el CONSULTING ENGINEERS le/ .. 9 , 9� 4-1a -a H4141 FNP Nora- covh "rw4 laWoc pq1.1'7 HC,.. -S4s 2c, /ts oG. 0,4\5 . 41,// t/.4/4 / L, c �, �, u„ �// z.._ t / 7141c L,.re p/ acYf / ccoe 114s /e-1-5 714s ‘01-124 (0 4 /»ke /s• -,e s _ - 8 'o _ /1..L .12. M/3 i N l 1 • 1171- I'i.' 7-.111° (214/p — Roo F F'1 Rs7 . f°m A. ATWOOD • NINZMAN i P101ECT 61004¢ ! . `U��4•.1�1.1&„uk., HATE 1,6 SNEET N0, J 11t 1111 C'� W COMSUt11NU ENGINEERS AS_____4•___ • LG.e.lq Top — Roar -BEi c 4iit 3Rb. 12 Al 85• ! • 6+04a INS i' fh l t/ !a wa-54 6- ' oht 80/94F Eck CoIYG. f/ ,�,L,/= 8- 580 A Fz�� r ate/ Y / I F F o ( 3.. f-ti 2. Z? '& / ip-,410.21 Roo I' 4a46,4 L 772.14 8 + , 7 iL5 6 = /3/ Arc- Roof 4-22.6,4-ae /A. Pst` • roof 5`2.Sx 1755#- C3.5x - /O.5- e2.• #% r , /a75i/67 /2X(3"131f-1 /c)' /!00 �(r - w411- eZtJ n 07,5; 5.7`/j) ` x'Z2.1K /if = 254. r%0 5j' 73.0 1)1.. ATWOOD • • IIAN PROJECT 6610°4f -YiF 1ATE 7 SNEET NO. IY G1 l Z 44 ..___ `4_ CONSULTING ENGINEERS at41 l�fa- • Pte. Vei'7 ' /. /00K 34414_ 34x 04- ? .S r /3/4-17x 143i 4-i joc./.3) /(.9 6 ZS k n / /a0 _e, A-x /3/ (.091 1100<r- 6eke4'41 Cl d • 6- • coi.su - 5kae.i. s 7rc&S /s , vl t- // 31 04 1 %mil' 76X 4,X4 /r °C/ x 9.z ;7 /,7 0(/ /x 04. k 5•Gy /,� - vseiy,e, '7. 3.2 /�. , 8 � X 83¢4 .2 - CCr6 ' b� 1G/' 32 A/ Ril ATW000 • NINtMAN PROJECT ' ' ► fay, -7-bui PATE/ � ) 11, 60 SHEET N0. .? 44 CONSOLTINO ENGINEERS 4 , 1,74-fit14 1.2.I.76(128Sx VS +28. S7.5.),IS -47.c4,41;434 128S/4576i-6 7.5457 —9.5" //.S31 /5/.s 1147 /49 G6.C3q --)7 122, 26( 128.5x.67.5) 6757,0a/ /5439 q6.07 /563c s7.1- 4 1• /1. hi 1: 1'V a 1 •Iij A.... • 111111MAN PROJECT eloc)44 1 wAirervi 11 »)...._11.4,41.4%....Lik, Dm/RAO- SNEEI NO, r 1 in IT 460 aro - CONSULTING ENSINEINS l- f e✓a. Pha- do iet, pakp 4;21 )/& S Reip©k ' 6'/ ,�.ecs LCGt14 2s 2q NOV ) lg88 P lIn 1.1 e' le4 f�G / 1.6.c4 oh 'pfd - 3 4 - e.. FF 3OO pd /T3 New 9.P 1.g , a / / . 04'Geita •43J1 Ial/44, ) Ca r s 4e !/ G • c5` a C G yipdAm -- I5% ? r /PT " 3 007 x y 33 g pi/oc..4;e4.71+6 -e 225 l %T g//o4,:,'lam - 2 i 33 = '3001 %rr - 300,‹ -T.' s-.= h/e, -5-2771- ec4 /�a,.G, �✓� Q - (9t6-iez 33= / /52 %7- IIIICOMSULTING ATWOOD • HINZMAN PROJECT 80014 J/)' / 1l. OATEe34 s1 ��- SUET Na. i7 L� 5 41 -ruk ti s/J ENGINEERS .N 4 n y 01400/440 -hpfr 40, 1444/k1 /-eyetd , Fan N -6 toc c19,9/9c/r9 o P 81L s?s )27w be6,400x /?.t 119.r25X24 1 /.52$24)c5,etZ.ic/2R 9 xaea,'1e0K ZI a I38 48.x3c f- ISev.2.6A 3,00 ,E g *N5k 3 /o5 4. g5 6q 7 30 q /01, fo4 2Ox'x30nt 6.5)(/1 x6 +3,222,2$6> QI4k az-1- 41 )(29Go t $.6416E$84-3000 x248 - 125 k ••�j 2611(3ObtStSx1/52X34- 3000x a$3 , 4 I. 1134' - - -- 1 1 ) ( 3 0 ° = et k :06 _. 04 23x3Pot 5.5'//52r C +. 3Ockag&6 eta gl). 204 /400o t-5.5 /,Sere? fa °,0 8t ' 107 k 15e f 2 K � 1317 a000 1341 I 08- i 10 Di I 11 • SMELT 110. 1 I i ATW00D • HINZMAN 'CONSUITINC PROJECT 81004¢ iltubrervi Z O1AT TE2.2 44 MINCERS • rl�LL .24 no ZZ /ZZ 23 76 2¢: 6.2 25 0 /Z.S 2-7 25- 2g 4`�5 67.c 3 / 347 3 z. /5 33 41 3 f zy; ss 36 37. 37 `12x3X349 +5•6‘x/ /62x4)e+5.exi►0e4+ x Joe= /bk -/8r-/ 12 K66 00 t 6.Sx // -4'2 XIIZA 4t fin 13 =1122*. G.5x/ /; /O + 3600 <2X 7,0 25X360 x /(3 ;.. 62-b; /156L 3000xz� ? �- 5: 2 "(//5'2 f 3 000 x z x 1. 25' x3oo .� q 2, 5x // 2x & ' 3000' axe. 5 :2115"E 4EIt. 3o00 X2) 2- Fe?T!N; AN OIECT ee900 f .. IA" SUET N0. ' I Y / 1.1, A ENOINEEAS PAGE: PROJECT :HAMPTON INN 4010 SUBJECT : I :SATE : AIJI 18 89 GA LATERAL 4' TORSIONAL FORCE DISTRIBUTION FOR RIGID I> I APHRAGMS DESCRIPTION : ROOF DIAPHRAGM LEVEL : ROOF Lateral Shear Force (1 CM Acting Aloorr 'X' Axis = 40I :E: kips Lateral Shear Farce @ C :M Acting Along 'Y' Axis = 408 kips 'X' I>IST. TOO C. M. = 96.:E :7 fi, MAX. 'X' DIM. = 151 ft. : >• 'Y' [ >IST. TO C. M. = 73.35 ft. MAX. 'Y' I>IM. - 188 fi :, (Used for Miry Eccentricity) - DETERMINE CENTER OF RIGIDITY - -> WALLS /FRAMES PARALLEL TO `Y` AXIS W A L L > WALL > WALL > WALL > X-DIST. >END TYPE RELATIVE STIFFNESS I I.D. THICKNESS LENGTH HEIGHT FROM FIXED =0 H / L STIFFNESS x NUMBER (in) (ft) (ft) DATUM CANT :1 WALL /FRAME DISTANCE 21 5.5 48 8 0.25 1 0.17 8.8393 2.21 22 11 25 8 11.75 1 0.32 8.4015 98.72 23 11 25 8 23.42 .1 0.32 8.4015 196.76, 24 11 25 8 35.1 1 0.32 8.4015 294.89 25 11 25 8 46.75 1 0.32 8.4015 392.77 26 11 25 8 58.42 1 0.32 8.4015 490.82 27 11 25 8 70.08 1 0.32 8.4015 588.78 28 11 25 8 81.75 1 0.32 8.4015 686.82 29 11 25 8 93.42 1 0.32 8.4015 784.87 30 5.5 25 8 105.1 1 0.32 4.2008 441.50 31 5.5 15 8 112 1 0.53 2.0769 232.61 32 5.5 25 8 116.75 1 0.32 4.2008 490.44 33 27.5 5 8 125 1 1.60 1.0818 135.22 34 5.5 3 8 100 1 2.67 0.0547 5.47 35 5.5 3 8 114.5 1 2.67 0.0547 6.26 36 5.5 6 8 100 1 1.33 0.3400 34.00 1 37 5.5 6 8 114.5 1 1.33 0.3400 38.93 PAGE: PROJECT :HAMPTON INN SUBJECT DATE : AI_II 1:E; R9 GA - -> WALLS /FRAMES PARALLEL TO 'X` AXIS W A L L' > WALL > WALL > WALL > Y -DIST >END TYPE RELATIVE STIFFNESS 1 1 I.D. THICKNESS LENGTH HEIGHT FROM FIRED =0 H / L STIFFNESS x 1 NUMBER (in) (ft) (ft) DATUM CANT =1 WALL /FRAME DISTANCE i 2 11 19.75 8 185.75 1 0.41 6.1894 1149.67 3 5.5 13 8 178.75 1 0.62 1.6497 294.88 4 11 25 8 174.1 1 0.32 8.4015 1462.71 5 11 25 8 162.4 1 0.32 8.4015 1364.41 6 11 25 8 150.8 1 0.32 8.4015 1266.95 7 11 25 8 139.1 1 0.32 8.4015 1168.65 8 11 25 8 127.4 1 0.32 8.4015 1070.35 9 11 25 8 115.8 1 0.32 8.4015 972.90 10 11 25 8 104.1 1 0.32 8.4015 874.60 11 11 25. 8 92.4 1 0.32 8.4015 776.30 12 11 25 8 80.8 1 0.32 8.4015 678.84 13 11 25 8 69.1 1 0.32 8.4015 580.55 14 11 25 8 57.4 1 0.32 8.4015 482.25 15 11 25 8 47.8 1 0.32 8.4015 401.59 16 5.5 25 8 34.1 .1 0.32 4.2008 143.25 17 5.5 . 25 8 22.4 1 0.32 4.2008 94.10 18 5.5 25 8 9.75 1 0.32 . 4.2008 40.96 19 5.5 8 8 25 . 1 1.00 0.6548 16.37 20 5.5 12 8 9.75 1 0.67 1.4390 14.03. PROJECT :HAMPTON INN `;I_IBjECT PAGE: [:SATE :AUG $ i 1 :E: :E:9 GA X - DISTANCE.TO CENTER OF RIGIDITY = .DISTANCE TO CENTER OF RIGIDITY : X - ECC. FROM CENTER OF MASS Y ECC. FROM CENTER OF MASS 55.67 .ft 104.20 ft. -41.20 ft 30.85 ft MIN. ECCENTRICITY :.05 * Max Length= DESIGN ECCENTRICITIES (Frog Center of Mass) X : ECCENTRICITY = 41.20. ft Y s ECCENTRICITY. I 30.85 ft DETERMINE WALL/FRAME FORCES DUE TO SHEAR & TORSION TORSIONS : With Force Acting Along 'Y' Axis = With Force Acting Along 'X' Axis : PAGE: PF%i,7Ei=:T : HAMPTON INN SUBJECT : DATE : AUG 18 89 GA --> WALLS /FRAMES PARALLEL TO 'V' AXIS W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY 1 -- F O R C E S -- 1 T O T A L 1 UNIT I.D. STIFF. CENTER OF x x :LATERAL TORSIONAL Alternate 1 F 0 R C E 1 FORCE NUMBER WALL /FRAME RIGIDITY DISTANCE DIST'"2 I FORCE FORCE Tors. Force) (kips) 1 (klf) 21 8.839 -55.42 - 489.85 27,146 40.8 (19.0) 14.2 1 40.8 1 0.85 22 8.402 -43.92 -368.97 16,205 38.8 (14.3) 10.7 I 38.8 1 1.55 23 8.402 -32.25 - 270.93 8,737 38.8 (10.5) 7.9 1 38.8 1 1.55 24 8.402 -20.57 - 172.80 3,554 38.8 (6.7) 5.0 1 38.8 1 1.55 25 8.402 -8.92 -74.92 668 38.8 (2.9) 2.2 1 38.8 1 1.55 26 8.402 2.75 23.12 64 38.8 0.9 0.7 1 39.7 1 1.59 27 8.402 14.41 121.09 1,745 38.8 4.7 3.5 1 43.5 1 1.74 28 8.402 26.08 219.13 5,715 38.8 8.5 6.4 1 47.3 1 1.89 29 8.402 37.75 317.18 11,974 38.8 12.3 9.2 1 51.1 1 2.04 30 4.201 49.43 207.65 10,265 19.4 8.0 6.0 1 27.4 1 1.10 31 2.077 56.33 117.00 6,591 9.6 4.5 3.4 1 14.1 1 0.94 32 4.201 61.08 256.59 15,673 19.4 9.9 7.4 1 29.3 1 1.17 33 1.082 69.33 75.00 5,200 5.0 2.9 2.2 1 7.9 1 1.58 34 0.055 44.33 2.42 107 0.3 0.1 0.1 1 0.3 1 0.12 35 0.055 58.83 3.22 189 0.3 0.1 0.1 1 0.4 1 0.13 36 0.340 44.33 15.07 668 1.6 0.6 0.4 1 2.2 1 0.36 37 0.340 58.83 20.00 1,177 1.6 0.8 0.6 1 2.3 1 0.39 - -> WALLS /FRAMES PARALLEL TO 'X' AXIS W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY -- F O R C E S -- 1 T O T A L 1 UNIT I.D. STIFFNESS CENTER OF x x LATERAL TORSIONAL Alternate 1 F O R C E 1 FORCE NUMBER WALL /FRAME RIGIDITY DISTANCE DISTA2 FORCE FORCE Tors. Force 1 (kips) 1 (klf) 2 6.189 81.55 504.75 41,162 20.5 (14.6) 19.5 1 20.5 I 1.04 3 1.650 74.55 122.98 9,169 5.5 (3.6) 4.8 1 5.5 1 0.42 4 8.402 69.90 587.27 41,051 27.8 (17.0) 22.7 1 27.8 1 1.11 5 8.402 58.20 488.97 28,459 27.8 (14.2) 18.9 1 27.8 1 1.11 6 8.402 46.60 391.52 18,245 27.8 (11.4) 15.2 1 27.8 1 1.11 7 8.402 34.90 293.22 10,233 27.8 (8.5) 11.4 1 27.8 1 1.11 8 8.402 23.20 194.92 4,522 27.8 (5.7) 7.5 1 27.8 1 1.11 9 8.402 11.60 97.46 1,131 27.8 (2.8) 3.8 1 27.8 1 1.11 10 8.402 -0.10 -0.84 0 27.8 0.0 0.0 1 27.8 1 1.11 11 8.402 -11.80 -99.13 1,170 27.8 2.9 3.8 1 30.7 1 1.23 12 8.402 -23.40 - 196.59 4,600 27.8 5.7 7.6 1 33.5 1 1.34 13 8.402 -35.10 - 294.89 10,350 27.8 8.6 11.4 1 36.3 1 1.45 14 8.402 -46.80 - 393.19 18,401 27.8 11.4 15.2 1 39.2 1 1.57 15 8.402 -56.40 - 473.84 26,724 27.8 13.7 18.4 1 41.5 1 1.66 16 4.201 -70.10 - 294.47 20,642 13.9 8.5 11.4 1 22.4 1 0.90 (17 4.201 -81.80 - 343.62 28,108 13.9 10.0 13.3 1 23.9 1 0.95 18 4.201 -94.45 -396,76 37,474 13.9 11.5 15,4 1 25.4 ( 1.02 19 0.655 -79.20 -51.86 4,107 2.2 1.5 2.0 1 3.7 1 0.46 7n 1 Al* 1A AA -VA dl 11 OIL A O o n c n i e -. n 9A 1 PAGE: PROJECT :HAMPTON INN SUBJECT : t:'ATE : AI iii 1:E: ::9 1 f• LATERAL & TORSIONAL FORCE DISTRIBUTION FOR RIGID DIAP'HRAGMS DESCRIPTION : FOURTH D IAPHRAGM LEVEL :FOURTH • Lateral Shear- Force Ct CM Acting Along Lateral S1-hear Force tit C :M Acting Along :r• 'X' DDIST. TO C. M. $ 'Y' I >IST. TO C. M. DETERMINE CENTER OF RIGIDITY IX, 'Y' Axis Axis = 346, kips 346 kips 96.87 ft MAX. 'X' DIM. 7:3. :35 ft. MAX. 'Y' DIM. = (Used for Miry Eccentricity) - -> WALLS /FRAMES PARALLEL TO 'Y' AXIS WALL > WALL > WALL > WALL > X -DIST. >END TYPE RELATIVE STIFFNESS 1 I.D. THICKNESS LENGTH HEIGHT FROM FIXED :0 H / L STIFFNESS x 1 NUMBER (in) (ft) (ft) DATUM CANT :1 WALL /FRAME DISTANCE 1 151 f t. 188 ft, 21 5.5 48 8 0.25 0 0.17 9.0826 2.27 1 22 11 25 8 11.75 0 0.32 9.2334 108.49 1 23 11 25 8 23.42 0 0.32 9.2334 216.25 1 24 11 25 8 35.1 0 0.32 9.2334 324.09 1 25 11 25 8 46.75 0 0.32 9.2334 431.66 1 26 11 25 8 58.42 0 0.32 9.2334 539.42 1 27 11 25 8 70.08 0 0.32 9.2334 647.08 1 28 11 25 8 81.75 0 0.32 9.2334 754.83 1 29 11 25 8 93.42 0 ' 0.32 9.2334 862.59 1 30 5.5 25 8 105.1 0 0.32 4.6167 485.22 31 5.5 15 8 112 0 0.53 2.6165 293.05 32 5.5 25 8 116.75 0 0.32 4.6167 539.00 1 33 27.5 5 8 125 0 1.60 2.5761 322.01 34 5.5 3 8 100 0 2.67 0.1700 17.00 1 35 5.5 3 8 114.5 0 2.67 0.1700 19.46 1 36 5.5 6 8 100 0 1.33 0.7195 71.95 1 37 5.5 6 8 114.5 0 1.33 0.7195 82.38 1 F'AE,E: PROJECT JECT : HAMPTON INN SUBJECT : 1 ,_,.- D : AUG ._, , , � GA - -> WALLS /FRAMES PARALLEL TO `X` AXIS W A L L > WALL > WALL > WALL > Y -DIST >END TYPE RELATIVE STIFFNESS . I.D. THICKNESS LENGTH HEIGHT FROM FIXED :0 H / L STIFFNESS x i NUMBER lin) (ft) lft) DATUM CANT :1 WALL /FRAME DISTANCE 2 11 19.75 8 185.75 0 0.41 7.1522 1328.53 3 5.5 13 8 178.75 0 0.62 2.2044 394.03 4 11 25 8 174.1 0 0.32 9.2334 1607.54 5 11 25 8 162.4 0 0.32 9.2334 1499.51 6 11 25 8 150.8 0 0.32 9.2334 1392.40 7 11 25 8 139.1 0 0.32 9.2334 1284.37 8 11 25 8 127.4 0 0.32 9.2334 1176.34 9 11 25 8 115.8 0 0.32 9.2334 1069.23 10 11 25 8 104.1 0 0.32 9.2334 961.20 11 11 25 8 92.4 0 0.32 9.2334 853.17 12 11 . 25 8 80.8 0 0.32 9.2334 746.06 13 11 25 8 69.1 .0 0.32 9.2334 638.03 14. 11 25 8 57.4 0 0.32 9.2334 530.00 15 11 25 8 47.8 0 0.32 9.2334 441.36 16. 5.5 25 8 34.1 0 0.32 4.6167 157.43 17 5.5 25 8 22.4 0 0.32 4.6167 103.41. 18 5.5 25 8 9.75 0 0.32 4.6167 45.01 19 5.5 8 8 25 0 1.00 1.1458 28.65 20 5.5 12 8 9.75. 0 0.67. 1.9960 19.46 - DISTANCE TO CENTER OF RIGIDITY = Y.- DISTANCE TO CENTER OF RIGIDITY = PAGE: : PROJECT : HAMPTON INN ,SUBJECT DATE : AUG 1A ::9 i NA 57.65 ft' 104.09 ft % - ECC. FROM CENTER OF MASS = -39.22 Y - ECC. FROM CENTER OF MASS = 30.74 MIN. ECCENTRICITY =.05 * Max Length= 9.40 ft DESIGN ECCENTRICITIES (From Center of Mass) X : ECCENTRICITY Y : ECCENTRICITY = 39.22 ft 30.74 ft DETERMINE WALL /FRAME FORCES DUE TO SHEAR & TORSION. TORSIONS : With Force Acting Along 'Y' Axis= With Force Acting Along '%' Axis = PAGE: PROJECT :HAMPTON INN SUBJECT : LATE :AUG G 1. 9 GA L - -> WALLS /FRAMES PARALLEL TO `Y` AXIS WALL RELATIVE DIST. TO RIGIDITY RIGIDITY 1 -- F O R C E S -- 1 T O T A L 1 UNIT I.D. STIFF. CENTER OF x x 1 LATERAL TORSIONAL Alternate 1 FORCE 1 FORCE NUMBER WALL /FRAME RIGIDITY DISTANCE DISTA2 1 FORCE FORCE Tors. Force (kips) 1 (klf) 21 9.083 -57.40 - 521.38 29,930 31.7 (14.3) 11.2 1 31.7 1 0.66 1 22 9.233 -45.90 - 423.86 19,457 32.2 (11.6) 9.1 1 32.2 1 1.29 1 23 9.233 -34.23 - 316.10 10,822 32.2 (8.7) 6.8 1 32.2 1 1.29 1 24 9.233 -22.55 - 208.26 4,697 32.2 (5.7) 4.5 1 32.2 1 1.29 1 25 9.233 -10.90 -100.69 1,098 32.2 (2.8) 2.2 1 32.2 1 1.29 1 26 9.233 0.77 7.07 5 32.2 0.2 0.2 1 32.4 1 1.30 1 27 9.233 12.43 114.73 1,426 32.2 3.1 2.5 1 35.4 1 1.41 1 28 9.233 24.10 222.48 5,361 32.2 6.1 4.8 1 38.3 1 1.53 1 29 9.233 35.77 330.24 11,811 32.2 9.0 7.1 1 41.3 1 1.65 1 30 4.617 47.45 219.04 10,393 16.1 6.0 4.7 1 22.1 1 0.88 1. 31 2.617 54.35 142.19 7,728 9.1 3.9 3.1 1 13.0 1 0.87 1 32 4.617 59.10 272.83 16,123 16.1 7.5 5.9 1 23.6 1 0.94 1 33 2.576 67.35 173.49 11,683 9.0 4.7 3.7 1 13.7 1 2.75 1 34 0.170 42.35 7.20 305 0.6 0.2 0.2 1 0.8 1 0.26 1 35 0.170 56.85 9.66 549 0.6 0.3 0.2 1 0.9 1 0.29 1 36 0.719 42.35 30.47 1,290 2.5 0.8 0.7 1 3.3 1 0.56 1 37 0.719 56.85 40.90 2,325 2.5 1.1 0.9 1 3.6 1 0.60 1 - -> WALLS /FRAMES PARALLEL TO `X` AXIS W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY -- F O R C E S -- 1 T O T A L 1 UNIT I.D. STIFFNESS CENTER OF x x LATERAL TORSIONAL Alternate 1 F O R C E 1 FORCE NUMBER WALL /FRAME RIGIDITY DISTANCE DISTA2 FORCE FORCE Tors. Force 1 (kips) 1 (klf) 2 7.152 81.66 584.06 47,695 18.0 (12.5) 16.0 1 18.0 1 0.91 1 3 2.204 74.66 164.58 12,288 5.6 (3.5) 4.5 1 5.6 1 0.43 4 9.233 70.01 646.45 45,259 23.3 (13.9) 17.7 1 23.3 1 0.93 1 5 9.233 58.31 538.41 31,396 23.3 (11.6) 14.7 1 23.3 1 0.93 1 6 9.233 46.71 431.31 20,147 23.3 (9.3) 11.8 1 23.3 1 0.93 1 7 9.233 35.01 323.28 11,318 23.3 (6.9) 8.8 1 23.3 1 0.93 1 8 9.233 23.31 215.24 5,018 23.3 (4.6) 5.9 1 23.3 1 0.93 1 9 9.233 11.71 108.14 1,266 23.3 (2.3) 3.0 1 23.3 1 0.93 1 10 9.233 0.01 0.10 0 23.3 (0.0) 0.0 1 23.3 1 0.93 1 11 9.233 -11.69 - 107.93 1,262 23.3 2.3 3.0 1 25.6 1 1.02 1 12 9.233 -23.29 - 215.03 5,008 23.3 4.6 5.9 1 27.9 1 1.12 1 13 9.233 -34.99 - 323.07 11,304 23.3 6.9 8.8 1 30.2 1 1.21 1 14 9.233 -46.69 - 431.10 20,127 23.3 9.2 11.8 1 32.5 1 1.30 1 15 9.233 -56.29 - 519.74 29,255 23.3 11.1 14.2 1 34.4 1 1.38 1 16 4.617 -69.99 - 323.12 22,615 11.6 6.9 8.8 1 18.6 1 0,74 1 17-- 4.617 _. -81.69 , -377.13 30,808 11.6• 8.1 10.3 I 19.7 1 0.79 1 18 4.617 -94.34 - 435.54 41,088 '11.6 9.3 11.9 1 21.0 1 0.84 1 19 1.146 -79.09 -90.62 7,167 2.9 1.9 2.5 1 4.8 1 0.60 1 I 20 1.996 -94.34 - 188.30 17,764 5.0 4.0 5.2 1 9.1 1 0.76 1 PAGE: PROJECT :HAMPTON INN SUBJECT : DATE :AUG 18 89 GA LATERAL P: TORSIONAL FORCE DISTRIBUTION FOR RIGID I I AF'HRAG MS DESCRIPTION : J DIAPHRAGM LEVEL fH Lateral Shear Force @ :f• Lateral Shear- Forces @ 'X' DIST. TO C. M. 230 I. :Xps 23,) kips 9E..:37 ft. MAX. X' DIM. = 151 73. 35 ft. MAX. 'Y' DIM, = ' 18 ► (Used for Miry Eccentricity) - -> WALLS /FRAMES PARALLEL TO 'Y' AXIS 1 W A L L > WALL > WALL > WALL > X-DIST. >END TYPE RELATIVE STIFFNESS 1 I.D. THICKNESS LENGTH HEIGHT FROM FIXED =0 H / L STIFFNESS x 1 NUMBER (in) (ft) (ft) DATUM CANT :1 WALL /FRAME DISTANCE 21 5.5 48 22 11 25 23 11 25 24 11 25 25 11 25 26 11 25 27 11 25 28 11 25 29 11 25 30 5.5 25 31 5.5 15 32 5.5 25 33 27.5 5 34 5.5 3 35 5.5 3 36 5.5 6 37 5.5 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 0.25 11.75 23.42 35.1 46.75 58.42 70.08 81.75 93.42 105.1 112 116.75 125 100 114.5 100 114.5 0 0.17 9.0826 0 0.32 9.2334 0 0.32 9.2334 0 0.32 9.2334 0 0.32 9.2334 0 0.32 9.2334 0 0.32 9.2334 0 0.32 9.2334 0 0.32 9.2334 0 0.32 4.6167 0 0.53 2.6165 0 0.32 4.6167 0 1.60 2.5761 0 2.67 0.1700 0 2.67 0.1700 0 1.33 0.7195 0 1.33 0.7195 2.27 108.49 216.25 324.09 431.66 539.42 647.08 754.83 862.59 485.22 293.05 539.00 322.01 17.00 19.46 71.95 82.38 ft ft. • PAGE: PROJECT :HAMPTON INN SUBJECT : 8 E-:r- : ATE : AUG . �. _, �r� ;� iaA - -> WALLS /FRAMES PARALLEL TO `X` AXIS W A L L > WALL > WALL > WALL > Y-DIST >END TYPE RELATIVE STIFFNESS i I.D. THICKNESS LENGTH HEIGHT FROM FIXED :0 H / L STIFFNESS x i i NUMBER (in) (ft) (ft) DATUM CANT :1 WALL /FRAME DISTANCE i 2 11 19.75 8 185.75 0 0.41 7.1522 1328.53 3 5.5 13 8 178.75 0 0.62 2.2044 394.03 i 4 11 25 8 174.1 0 0.32 9.2334 1607.54 5 11 25 8 162.4 0 0.32 9.2334 1499.51 6 11 25 8 150.8 0 0.32 9.2334 1392.40 7 11 25 8 139.1 0 0.32 9.2334 1284.37 8 11 25 8 127.4 0 0.32 9.2334 1176.34 9 11 25 8 115.8 0. 0.32 9.2334 1069.23 10 11 25 8 104.1 0 0.32 9.2334 961.20 11 11 25 8 92.4 0 0.32 9.2334 853.17 12 11 25 8 80.8. 0 0.32 9.2334 746.06 13 11 25 8 69.1 0 0.32 9.2334 638.03 14 11 25 8 57.4 0 0.32 9.2334 530.00 15 .11 25 8 47.8 0 0.32 9.2334 441.36 16 5.5 25 . 8 34.1 0 0.32 4.6167 157.43 17. 5.5 25 8 22.4 0 0.32 4.6167 103.41 18 5.5 . 25 8 9.75 0 0.32 4.6167 45.01 19 5.5 8 8 25 . 0 . 1.00 1.1458 28.65 20 5.5, 12 . 8 9.75 0 0.67 1.9960 . ..19.46 PAGE: PROJECT :HAMPTON INN SUBJECT : • AUG 1:=: :E :9 GA - .DISTANCE TO CENTER OF RIGIDITY Y - DISTANCE TO CENTER OF RIGIDITY = X ECC.. FROM CENTER OF MASS = Y - ECC..FROM CENTER OF MASS = MIN. ECCENTRICITY :.05 $ Max Length: DESIGN ECCENTRICITIES (From Center of Mass) X : ECCENTRICITY Y = ECCENTRICITY . : 39.22 ft 30.74 ft DETERMINE WALL /FRAME FORCES DIJE TO SHEAR & TORSION TORSIONS :.:With Force Acting Along `Y` Axis = With Force Acting Along `X` Axis PAC-4E: PRO JEC:T : HAMPTON I NN SLIE TEC:T DATE : AUG 18 E:9 GSA WALL RELATIVE DIST. TO RIGIDITY RIGIDITY 1 -- FORCES -- : TOTAL 1 UNIT I.D. STIFF. CENTER OF x x !LATERAL TORSIONAL Alternate i FORCE : FORCE NUMBER WALL /FRAME RIGIDITY DISTANCE DIST"2 1 FORCE FORCE Tors, Force (kips) 1 (klf) 21 9.083 -57.40 - 521.38 29,930 21.1 (9.5) 7.4 1 21.1 1 0.44 1 22 9.233 -45.90 - 423.86 19,457 21.4 (7.7) 6.0 1 21.4 i 0.86 23 9.233 -34.23 - 316.10 10,822 21.4 (5.8) 4.5 1 21.4 1 0.86 1 24 9.233 -22.55 - 208.26 4,697 21.4 (3.8) 3.0 1 21.4 1 0.86 25 9.233 -10.90 - 100.69 1,098 21.4 (1.8) 1.4 1 21.4 1 0.86 i 26 9.233 0.77 7.07 5 21.4 0.1 0.1 1 21.5 1 0.86 1 27 9.233 12.43 114.73 1,426 21.4 2.1 1.6 1 23.5 1 0.94 28 9.233 24.10 222.48 5,361 21.4 4.0 3.2 1 25.5 1 1.02 1 29 9.233 35.77 330.24 11,811 21.4 6.0 4.7 1 27.4 1 1.10 1 30 4.617 47.45 219.04 10,393 10.7 4.0 3.1 1 14.7 1 0.59 1 31 2.617 54.35 142.19 7,728 6.1 2.6 2.0 1 8.7 1 0.58 1 32 4.617 59.10 272.83 16,123 10.7 5.0 3.9 1 15.7 1 0.63 1 33 2.576 67.35 173,49 11,683 6.0 3.2 2.5 1 9.1 1 1.83 1 34 0.170 42.35 7.20 305 0.4 0.1 0.1 1 0.5 1 0.18 1 35 0.170 56.85 9.66 549 0.4 0.2 0.1 1 0.6 1 0.19 1 36 0.719 42.35 30.47 1,290 1,7 0.6 0.4 1 2.2 1 0.37 1 37 0.719 56.85 40.90 2,325 1.7 0.7 0.6 1 2.4 1 0.40 1 - -> WALLS /FRAMES PARALLEL TO `X` AXIS W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY -- F O R C E S -- 1 T O T A L 1 UNIT I.U. STIFFNESS CENTER OF x x LATERAL TORSIONAL Alternate 1 F O R C E i FORCE NUMBER WALL /FRAME RIGIDITY DISTANCE DIST ^2 FORCE FORCE Tors. Force 1 (kips) 1 (klf) 2 7.152 81.66 584.06 47,695 12.0 (8,3) 10.6 1 12.0 1 0.61 3 2.204 74.66 164.58 12,288 3.7 (2.3) 3.0 1 3.7 1 0.28 4 9.233 70.01 646.45 45,259 15.5 (9.2) 11.8 1 15.5 1 0,62 5 9.233 58.31 538.41 31,396 15.5 (7.7) 9.8 1 15.5 1 0.62 6 9.233 46.71 431.31 20,147 15.5 (6.2) 7.8 1 15.5 1 0.62 7 9.233 35.01 323.28 11,318 15.5 (4.6) 5.9 1 15.5 1 0.62 8 9.233 23.31 215.24 5,018 15.5 (3.1) 3.9 1 15.5 1 0.62 9 9.233 11.71 108.14 1,266 15.5 (1.5) 2.0 1 15.5 1 0.62 10 9.233 0.01 0.10 0 15.5 (0.0) 0.0 1 15.5 1 0.62 11 9.233 -11.69 - 107.93 1,262 15.5 1.5 2.0 1 17.0 1 0.68 12 9.233 -23.29 - 215.03 5,008 15.5 3.1 3.9 1 18.6 1 0.74 13 9.233 -34.99 - 323.07 11,304 15.5 4.6 5.9 1 20.1 1 0.80 14 9.233 -46.69 - 431.10 20,127 15.5 6.1 7.8 1 21.6 1 0.87 15 9.233 -56.29 - 519.74 29,255 15.5 7.4 9.5 1 22.9 1 0.92 16 4.617 -69.99 - 323.12 22,615 7.7 4.6 5.9 1 12.3 1 0.49 17--- 4.617 -81.69 - 377.13 30,808.v 7.7 -- = 5.4 - 6.9 1 13.1 1 0.52 18 4.617 -94.34 -435.54 41,088 7.7 6.2 7.9 1 14.0 1 0.56 19 1.146 -79.09 -90.62 7,167 1.9 1.3 1.6 1 3.2 1 0.40 20 1.996 -94.34 - 188.30 17,764 3.3 2.7 3.4 1 6.0 1 0.50 PAGE: PROJECT :HAMPTON INN SUBJECT : DATE :AUG 1 R :9 GA DETERMINE CENTER OF RIGIDITY - -> WALLS /FRAMES PARALLEL TO 'Y' AXIS W A L L > WALL > WALL > WALL > X -DIST. >END TYPE RELATIVE STIFFNESS I.D. THICKNESS LENGTH HEIGHT FROM FIXED :0 H / L STIFFNESS x NUMBER (in) (ft) (ft) DATUM CANT :1 WALL /FRAME DISTANCE 21 5,5 48 8 0.25 0 0.17 9.0826 2,27 22 11 25 8 11.75 0 0.32 9.2334 108.49 1 23 11 25 8 23.42 0 0.32 9.2334 216.25 24 11 25 8 35.1 0 0.32 9.2334 324.09 25 11 25 8 46.75 0 0.32 9.2334 431.66 26 11 25 8 58.42 0 0.32 9.2334 539.42 27 11 25 8 70.08 0 0.32 9.2334 647.08 28 11 25 8 81.75 0 0.32 9.2334 754.83 i 29 11 25 8 93.42 0 0.32 9.23.34 862.59 30 5.5 25 8 105.1 0 0.32 4.6167 485.22 1 31 5.5 15 8 112 0 0.53 2.6165 293.05 32 5.5 25 8 116.75 0 0.32 4.6167 539.00 1 33 27.5 5 8 125 0 1.60 2.5761 322.01 34 5.5 3 8 100 0 2.67 0.1700 17.00 35 5.5 3 8 114.5 0 2.67 0.1700 19.46 1 36 5.5 6 8 100 0 1.33 0.7195 71.95 37 5.5 6 8 114.5 0 1.33 0.7195 82.38 i PAGE: PROJECT :HAMPTON INN SUBJECT : t :SATE :AUG 18 E:9 GA - -> WALLS /FRAMES PARALLEL TO `X` AXIS. ! W A L L > WALL > WALL > WALL > Y -DIST >END TYPE RELATIVE STIFFNESS 1 I.D.. THICKNESS LENGTH HEIGHT FROM FIXED :0 H / L STIFFNESS x , i NUMBER (in) (ft) (ft) DATUM CANT :1 WALL /FRAME DISTANCE 2 11 19.75 8 185.75 0 0.41 7.1522 1328.53 3 5.5 13 8 178.75 0 0.62 2.2044 394.03 1 4 11 25 8 174.1 0 0.32 9.2334 1607.54 5 11 25 8 162.4 0 0.32 9.2334 1499.51 6 11 25 8 150.8 0 .0.32. 9.2334 1392.40 1 7. . 11 25 8 139.1 0 0.32 9.2334 1284.37 8 11 25 8 127.4 0 0.32 9.2334 1176.34 1 9 11 25 8 115.8 . 0 0.32 9.2334 1069.23 1 10 11 25 8 104.1 0 0.32 9.2334 961.20 1 11 11 25 8 92.4 0 0.32 9.2334 853.17 1 12 . 11 25 8 .80.8 0 0.32 9.2334 746.06 1 13 ' 11 25 8 69.1 ' 0 0.32 9.2334 638.03 1 14 11 25 8 57.4 0 0.32. 9.2334 530.00 15 , 11 25' . 8 47.8 0'' 0.32 9.2334 441.36 1 16 5.5 25 8 ' ' 34.1 0 0.32 4.6167 157.43 1 17 . 5.5 ' . 25 8 22.4 . 0 0.32 4.6167 103.41 1 18 5.5 , 25 8 9.75 ' , 0 0.32 4.6167 45.011 19 5.5 8 ' 8 25 0 1.00 1.1458 28.65 1 20 5.5 ' 12 8 9.75 . 0 0.67 1.9960 19.46 1 PAGE: PROJECT :HAMPTON :INN SUBJECT t:'ATE Allis 11_i :39 GA - DISTANCE TO CENTER OF RIGIDITY = 57.65 ft - DISTANCE TO CENTER OF RIGIDITY = 104.09 ft X 7 ECC.' FROM CENTER OF MASS -39.22 .ft Y -. ECC. FROM CENTER OF MASS = 30.74 'ft MIN. ECCENTRICITY =.05 $ Max Length= 9.40 ft DESIGN ECCENTRICITIES (From Center of Mass) X : ECCENTRICITY = 39.22 ft. Y : ECCENTRICITY = 30.74 ft DETERMINE WALL /FRAME FORCES DUE TO SHEAR & TORSION TORSIONS : With Force Acting.Along `V' Axis .= With Force Acting Along `X` Axis = 29,568 ft -kips 23,177 ft -kips PAGE: : PROJECT :HAMPTON INN SUBJECT : DATE :AUG 18: 89 GA ! W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY 1 -- FORCES -- i TOTAL 1 UNIT 1 I.D. STIFF. CENTER OF x x 1 LATERAL TORSIONAL Alternate 1 FORCE 1 FORCE 1 NUMBER WALL /FRAME RIGIDITY DISTANCE DISTA2 1 FORCE FORCE Tors. Force (kips) 1 (klf) 21 9.083 -57.40 - 521.38 29,930 69.1 (31.1) 24.4 1 69.1 1 1.44 22 9.233 -45.90 - 423.86 19,457 70.2 (25.3) 19.8 1 70.2 1 2.81 23 9.233 -34.23 - 316.10 10,822 70.2 (18.9) 14.8 1 70.2 1 2.81 24 9.233 -22.55 - 208.26 4,697 70.2 (12.4) 9.7 1 70.2 1 2.81 25 9.233 -10.90 - 100.69 1,098 70.2 (6.0) 4.7 1 70.2 1 2.81 26 9.233 0.77 7.07 5 70.2 0.4 0.3 1 70.6 1 2.83 27 9.233 12.43 114.73 1,426 70.2 6.8 5.4 1 77.1 1 3.08 28 9.233 24.10 222.48 5,361 70.2 13.3 10.4 1 83.5 1 3.34 29 9.233 35.77 330.24 11,811 70.2 19.7 15.4 1 89.9 1 3.60 30 4.617 47.45 219.04 10,393 35.1 13.1 10.2 1 48.2 1 1.93 31 2.617 54.35 142.19 7,728 19.9 8.5 6.6 1 28.4 1 1.89 32 4.617 59.10 272.83 16,123 35.1 16.3 12.8 i 51.4 1 2.06 33 2.576 67.35 173.49 11,683 19.6 10.3 8.1 1 29.9 1 5.99 34 0.170 42.35 7.20 305 1.3 0.4 0.3 1 1.7 i 0.57 35 0.170 56.85 9.66 549 1.3 0.6 0.5 1 1.9 1 0.62 36 0.719 42.35 30.47 1,290 5.5 1.8 1.4 i 7.3 1 1.21 37 0.719 56.85 40.90 2,325 5.5 2.4 1.9 i 7.9 1 1.32 - -> WALLS /FRAMES PARALLEL TO 'X' AXIS W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY -- F O R C E S -- i T O T A L i UNIT I.D. STIFFNESS CENTER OF x x LATERAL TORSIONAL Alternate 1 F O R C E 1 FORCE NUMBER WALL /FRAME RIGIDITY DISTANCE DISTA2 FORCE FORCE Tors. Force 1 (kips) 1 (klf) 2 7.152 81.66 584.06 47,695 39.3 (27.3) 34.8 1 39.3 1 1.99 3 2.204 74.66 164.58 12,288 12.1 (7.7) 9.8 1 12.1 1 0.93 4 9.233 70.01 646.45 45,259 50.8 (30.2) 38.6 1 50.8 1 2.03 5 9.233 58.31 538.41 31,396 50.8 (25.2) 32.1 1 50.8 1 2.03 6 9.233 46.71 431.31 20,147 50.8 (20.2) 25.7 1 50.8 1 2.03 7 9.233 35.01 323.28 11,318 50.8 (15.1) 19.3 i 50.8 i 2.03 8 9.233 23.31 215.24 5,018 50.8 (10.1) 12.8 1 50.8 1 2.03 9 9.233 11.71 108.14 1,266 50.8 (5.1) 6.4 1 50.8 1 2.03 10 9.233 0.01 0.10 0 50.8 (0.0) 0.0 1 50.8 1 2.03 11 9.233 -11.69 - 107.93 1,262 50.8 5.0 6.4 1 55.8 1 2.23 12 9.233 -23.29 - 215.03 5,008 50.8 10.1 12.8 i 60.8 1 2.43 13 9.233 -34.99 - 323.07 11,304 50.8 15.1 19.3 1 65.9 i 2.63 14 9.233 -46.69 -431.10 20,127 50.8 20.2 25.7 1 70.9 1 2.84 15 9.233 -56.29 - 519.74 29,255 50.8 24.3 31.0 1 75.1 1 3.00 16 4.617 -69.99 -323.12 22,615 25.4 15.1 19.3 1 40.5 1 1.62 17 4.617 -81.69 -377.13 30,808 25.4 17.6 22.5 1 43.0 1 1.72 18 4.617 -94.34 -435.54 41,088 25.4 20.4 26.0 1 45.7 1 1,83 19 1.146 -79.09 -90.62 7,167 6.3 4.2 5.4 1 10.5 1 1.32 90 1.996 -94.34 - 188.30 17.764 11.0 8.8 11.2 1 19.8 1 1.65 PAGE: PROJECT :HAMPTON INN SUBJECT : ��� :SATE :AUG 1, � . � = :E: .9 GA LATERAL ?< TORSIONAL FORCE DISTRIBUTION FOR RIGID D I AF•HRAGMS DESCRIPTION . SUMMATION ION DIAPHRAGM LEVEL :FLOOR :3 Lateral. Shear Force @ CM Acting A1':'ri.i 'X' Axis :r• Lateral Shear- Force I,j i_ :M Acting Alo,orr 'Y' Axis 9: :4. kips 984 ps > 'X' DIST. TO C. M. = 96.:87 ft. MAX. 'X' I :'IM. = 151 ft > 'Y' ICI 3T. TO C. M. = 73.35 ft MAX. 'Y' DIM. = 1 :E :'- f (Used for Miry Ecccer,tricity> DETERMINE CENTER OF RIGIDITY - -> WALLS /FRAMES PARALLEL TO 'V' AXIS W A L L > WALL > WALL > WALL > X -DIST. >END TYPE RELATIVE STIFFNESS I I.D. THICKNESS LENGTH HEIGHT FROM FIXED :0 H / L STIFFNESS x NUMBER (in) (ft) (ft) DATUM CANT =1 WALL /FRAME DISTANCE 21 5.5 48 8 0.25 0 0.17 9.0826 2.27 22 11 25 8 11.75 0 0.32 9.2334 108.49 23 11 25 8 23.42 0 0.32 9.2334 216.25 24 11 25 8 35.1 0 0.32 9.2334 324.09 25 11 25 8 46.75 0 0.32 9.2334 431.66 26 11 25 8 58.42 0 0.32 9.2334 539.42 27 11 25 8 70.08 0 0.32 9.2334 647.08 28 11 25 8 81.75 0 0.32 9.2334 754.83 29 11 25 8 93.42 0 0.32 9.2334 862.59 30 5.5 25 8 105.1 0 0.32 4.6167 485.22 31 5.5 15 8 112 0 0.53 2.6165 293.05 32 5.5 25 8 116.75 0 0.32 4.6167 539.00 33 27.5 5 8 125 0 1.60 2.5761 322.01 34 5.5 3 8 100 0 2.67 0.1700 17.00 35 5.5 3 8 114.5 0 2.67 0.1700 19.46 36 5.5 6 8 100 0 1.33 0.7195 71.95 37 5.5 6 8 114.5 0 1.33 0.7195 82.38 PAGE: 1,1. PROJECT : HAMPTON INN . SUBJECT DATE' :AUG ,M, ,w„ --> WALLS /FRAMES PARALLEL TO 'X' AXIS 1 W A L L' > WALL > WALL > WALL > Y-DIST >END TYPE RELATIVE STIFFNESS 1 I.D. THICKNESS LENGTH HEIGHT FROM FIXED :0 H /'L STIFFNESS x 1 NUMBER (ire) (ft) (ft) DATUM CANT :1 WALL /FRAME DISTANCE 2 11 19.75 8 185.75 0 0.41 7.1522 1328.53 3 5.5 13 8 178.75 0 0.62 2.2044 394.03 4 11 25 8 174.1 0 0.32 9.2334 1607.54 5 11 25 8 . :162.4 0 0.32 9.2334 1499.51 6 11 25 8 150.8 0 0.32 9.2334 1392.40 7. 11 25 •. . 8 139.1 0 0.32 9.2334 1284.37 8 11 25 8 127.4 0 0.32 9.2334 1176,34 9 11 25 8 115.8 0 0.32 9.2334 1069.23 10 :11 25 8 . 104.1 0 0.32 9.2334 961.20 11 11 25 8 92.4 0 0.32 9.2334 853.17 12 11 25 8 80.8 0 0.32 9.2334 746.06 13 11 25 . 8 69.1 0 0.32. 9.2334 638.03 14, 11 25 8 57.4 0 0.32 9.2334 530.00 15 . 11 25 8 .47.8 0 0.32 9.2334 441.36 16 5.5 . 25 8 34.1 0 0.32 4.6167 157.43 17 5.5 25 8 22.4 0 0.32 " 4.6167 103.41 18 . 5.5 25 8 9.75 0. 0.32 4.6167 45.01: 19 5.5 8 8 25 0 1.00 1.1458 28.65 20 .5.5: 12 8 9.75 0 0.67 1.9960 19.46 RETAKE OF PREVIOUS DOCUMENT � PAGE: PROJECT :HAMPTON INN SUBJECT : DATE :AUG 18 89 GA LATER&LA4 TORSIONAL FORCE DISTRIBUTION FOR RIGID DIAPHRAGMS DESCRIPTION : SUMMATION DIAPHRAGM LEVEL :FLOOR 3 2> Lateral Shear Force @ CM Acting Along 'X' Axis = 984 kips > Lateral Shear Force @ CM Acting Along /Y' Axis = 984 kips > `X` DIST. TO C. M. = 96.87 ft MAX. "A" DIM. = 151 ft > `Y` DIST. TO C. M.: = 73.35 ft MAX. "Y` DIM" = 188 ft (Used for Min-Eccentricity) ' DETERMINE CENTER OF RIGIDITY [ � --> WALLS/FRAMES PARALLEL TO `Y' AXIS W A L L > WALL > WALL > WALL > X-DIST. }END TYPE RELATIVE STIFFNESS 1 I.D. THICKNESS LENGTH HEIGHT FROM FIXED:0 H / L STIFFNESS x NUMBER (in) (ft) (ft) DATUM CANT:1 WALL/FRAME DISTANCE 21 5.5 48 8 0^25 0 . 0.17 9.0826 2.27 22 11 25 8 11.75 0 0.32 9.2334 108.49 23 11 25 8 23.42 0 0.32 9.2334 216.25 24 11 25 8 35.1 0 0.32 9.2334 324.09 25 11 25 8 46.75 0 0.32 9.2334 431.66 26 11 25 8 58.42 0 '0.32 9.2334 539.42 27 11 25 8 70.08 0 0^32 9.2334 647.08 28 11 25 8 81.75 0 0.32 9.2334 754.83 29 11 25 8 93.42 0 0.32 9.2334 862.59 30 5.5 25 8 105"1 0 0.32 4.6167 485.22 31 5.5 15 8 112 0 0.53 2.6165 393.05 32 5.5 25 8 116.75 0 0^32 4.6167 539.00 33 27.5 5 8 125 0 1.60 2.5761 333^01 34 5.5 3 8 100 0 2.67 0^100 17.00 35 5.5 3 8 114.5 0 2.67 0^1700 19.46 36 5.5 6 8 100 0 1.33 0^7195 71.95 PAGE: PROJECT :HAMPTON INN SUBJECT ip - D A T E , .AUG 18 8 r GA - -> WALLS /FRAMES PARALLEL TO `X` AXIS i W A L L > WALL > WALL > WALL > Y -GIST >END TYPE RELATIVE STIFFNESS. I.D. THICKNESS LENGTH HEIGHT FROM FIXED :0 H / L STIFFNESS x I NUMBER (in) (ft) (ft) DATUM CANT =1 WALL /FRAME DISTANCE 2 11 19.75 8 185.75 0 0.41 7.1522 1328.53 3 5.5 13 8 178.75 0 0.62 2.2044 394.03 4 11 25 8 174.1 0 0.32 9.2334 1607.54 5 11 25 8 162.4 0 0.32 9.2334 1499.51 6 11 25 8 150.8 0 0.32 9.2334 1392.40 7 11 25 8 139.1 0 0.32 9.2334 1284.37 8 11 25 8 127.4 0 0.32 9.2334 1176.34 9 11 25 8 115.8 0 0.32 9.2334 1069.23 10 11 25 8 104.1 0 0.32 9.2334 961.20 11 11 25 8 92.4 0 0.32 9.2334 853.17 12 11 25 8 80.8 0 0.32 9.2334 746.06 13 11 25 8 69.1 0 0.32 9.2334 638.03 14 11 25 8 57.4 0 0.32 9.2334 530.00 15 11 25 8 47.8 0 0.32 9.2334 441.36 16 5.5 25 8 34.1 0 0.32 4.6167 157.43 17 5.5 25 8 22.4 0 0.32 4.6167 103.41 18 5.5 25 8 9.75 0 0.32 4.6167 45.01 19 5.5 8 8 25 0 1.00 1.1458 28.65 20 .5.5 12._: 8 9.75 0 0.67 1.9960 19.46 PAGE: F'RC' fEC:T HAMF'Tsw:N INN 1 SUBJECT GATE : AUG 18 r - •DISTANCE TO CENTER OF RIGIDITY DISTANCE TO CENTER OF RIGIDITY = X ECC. FROM CENTER OF MASS Y - ECC. FROM CENTER OF MASS - 39.22 :ft ., 30.74 ft MIN. ECCENTRICITY =.05 $ Max Length= 9.40 •ft DESIGN ECCENTRICITIES (Frog Center of Mass) X : ECCENTRICITY V : ECCENTRICITY 39.22 ft 30.74 ft DETERMINE WALL /FRAME FORCES DUE TO SHEAR & TORSION TORSIONS : With Force Acting Along 'Y' Axis 38,588 ft -kips With Force Acting Along 'X' Axis =. .30,247 ft-kips- . t-kips : PAGE: PROJECT _TECT : HAMPTON 1 NN SUBJECT : DATE : AUG 1: : F :9 GA - -> WALLS /FRAMES PARALLEL TO `Y` AXIS W A L L RELATIVE I.D. STIFF. NUMBER WALL /FRAME DIST. TO RIGIDITY CENTER OF x RIGIDITY DISTANCE RIGIDITY 1 -- FORCES -- 1 TOTAL 1 UNIT x 1 LATERAL TORSIONAL Alternate 1 FORCE 1 FORCE DIST ^2 1 FORCE FORCE Tors. Force) (kips) 1 (klf) 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 9.083 9.233 9.233 9.233 9.233 9.233 9.233 9.233 9.233 4.617 2.617 4.617 2.576 0.170 0.170 0.719 0.719 -57.40 -45.90 -34.23 -22.55 -10.90 0.77 12.43 24.10 35.77 47.45 54.35 59.10 67.35 42.35 56.85 42.35 56.85 - 521.38 - 423.86 - 316.10 - 208.26 - 100.69 7.07 114.73 222.48 330.24 219.04 142.19 272.83 173.49 7.20 9.66 30.47 40.90 29,930 19,457 10,822 4,697 1,098 5 1,426 5,361 11,811 10,393 7,728 16,123 11,683 305 549 1,290 2,325 90.1 91.6 91.6 91.6 91.6 91.6 91.6 91.6 91.6 45.8 26.0 45.8 25.6 1.7 1.7 7.1 7.1 (40.6) (33.0) (24.6) (16.2) (7.8) 0.5 8.9 17.3 25.7 17.0 11.1 21.2 13.5 0.6 0.8 2.4 3.2 31.8 25.9 19.3 12.7 6.1 0.4 7.0 13.6 20.1 13.4 8.7 16.6 10.6 0.4 0.6 1.9 2.5 90.1 91.6 91.6 91.6 91.6 92.2 100.6 108.9 117.3 62.9 37.0 67.1 39.1 2.2 2.4 9.5 10.3 1.88 3.67 3.67 3.67 3.67 3.69 4.02 4.36 4.69 2.51 2.47 2.68 7.81 0.75 0.81 1.59 1.72 - -> WALLS /FRAMES PARALLEL TO `X` AXIS W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY -- F O R C E S -- 1 T O T A L 1 UNIT I.D. STIFFNESS CENTER OF x x LATERAL TORSIONAL Alternate 1 F O R C E ) FORCE NUMBER WALL /FRAME RIGIDITY DISTANCE DIST'A2 FORCE FORCE Tors, Force 1 (kips) 1 (kif) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 7.152 2.204 9.233 9.233 9.233 9.233 9.233 9.233 9.233 9.233 9.233 9.233 9.233 9.233 4.617 4.617 4.617 1.146 1.996 81.66 74.66 70.01 58.31 46.71 35.01 23.31 11.71 0.01 -11.69 -23.29 -34.99 -46.69 -56.29 -69.99 -81.69 -94.34 -79.09 -94.34 584.06 164.58 646.45 538.41 431.31 323.28 215.24 108.14 0.10 - 107.93 - 215.03 - 323.07 - 431.10 - 519.74 - 323.12 - 377.13 - 435.54 -90.62 - 188.30 47,695 12,288 45,259 31,396 20,147 11,318 5,018 1,266 0 1,262 5,008 11,304 20,127 29,255 22,615 30,808 41,088 7,167 17,764 51.3 15.8 66.2 66.2 66.2 66.2 66.2 66.2 66.2 66.2 66.2 66.2 66.2 66.2 33.1 33.1 33.1 8.2 14,3 (35.6) (10.0) (39.4) (32.8) (26.3) (19.7) (13.1) (6.6) (0.0) 6.6 13.1 19.7 26.3 31.7 19.7 23.0 26.6 5,5 11.5 45.5 12.8 50.3 41.9 33.6 25.2 16.8 8.4 0.0 8.4 16.7 25,1 33.6 40.5 25.1 29.4 33.9 7.1 14,7 51,3 15.8 1 66.2 1 66.2 1 66.2 1 66.2 1 66.2 1 66.2 1 66.2 1 72.8 1 79.4 1 86,0 1 92.5 1 98.0 1 52.8 1 56.1 1 59.7 13.7 25.8 1 2.60 1.22 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.91 3.17 3.44 3.70 3.92 2.11 2.25 2.39 1.72 2.15 PAGE: PROJECT :HAMPTON INN SUBJECT : DATE :AUG 18 89 G/4 [ • LATERAL & TORSIONAL FORCE DISTRIBUTION FOR RIGID DIAPHRAGMS DESCRIPTION : • SUMMATION DIAPHRAGM LEVEL :FLOOR 2 > Lateral Shear Force @ CM Acting Along } Lateral Shear Force @ CM Acting Along /Y/ Axis = 1099 kips Axis = 1099 kips > `X" DIGT. TO C. M. = 96.87 ft MAX. `X" DIM. = 151 ft > "Y` DIST. TO C. M. = 73.35 ft MAX. 'Y` DIM. = 188 ft (Used for Min Eccentricity) DETERMINE CENTER OF RIGIDITY • --> WALLS/FRAMES PARALLEL TO `Y` AXIS W A L L > WALL > WALL > WALL > X-DIST. >END TYPE RELATIVE STIFFNESS I.D. THICKNESS LENGTH HEIGHT FROM FIXED:0 H / L STIFFNESS x NUMBER (in) (ft) (ft) DATUM CANT:1 WALL/FRAME DISTANCE • 31 5.5 18 8 0.25 0 0.44 3.2251 0.81 | 22 5.5 25 8 11^75 0 0^32 4.6167 54.25 | 23 5.5 3 8 23.42 0 2.67 0.1700 3.98 | 24 5^5 3 8 35.1 0 2.67 0.1700 5.97 | 25 11 25 8 46.75 0 0.32 9.2334 431.66 | 26 11 25 8 58.42 0 0.32 9.2334 539.42 | 28 5.5 25 8 81.75 0 0.32 4.6167 377.42 | 29 11 25 8 93.42 0 0.32 9.2334 862.59 | 30 5.5 25 8 105.1 0 0.32 4.6167 485.22 | 31 5.5 15 8 112 0 0.53 2.6165 293.05 | 32 5.5 25 8 116.75 0 0.32 4.6167 539.00 | 33 27.5 5 8 125 0 1.60 2.5761 322.01 | 34 5.5 3 8 100 0 2.67 0.1700 17.00 | 35 5.5 3 8 114.5 0 2.67 0.1700 19.46 | 36 5.5 6 8 100 0 1.33 0.705 71^95 | 37 5.5 6 8 114.5 0 1.33 0.7195 82.38 38 5.5 6 8 0.25 0 1.33 0.7195 0.18 PAGE: PRCI JEC:T : HAMPTON I NN SI_IEUECT 1 I DATE :AUG :j9 lZA -> WALLS /FRAMES PARALLEL TO `X` AXIS W A L L > WALL > WALL > WALL > Y-DIST >END TYPE RELATIVE STIFFNESS I.D. THICKNESS LENGTH HEIGHT FROM FIXED :0 H / L STIFFNESS x NUMBER (in) (ft) (ft) DATUM CANT =1 WALL /FRAME DISTANCE 2 11 19.75 8 185.75 0 0.41 7.1522 1328.53 3 5.5 13 8 178.75 0 0.62 2.2044 394.03 4 11. 25 8 174.1 0 0.32 9.2334 1607.54 5 11 25 8 162.4 0 0.32 9.2334 1499.51 6 11 25 8 150.8 0 0.32 9.2334 1392.40 7 11 25 8 139.1 0 0.32 9.2334 1284.37 8 11 25 8 127.4 0 0.32 9.2334 1176.34 9 11. 25 8 115.8 0 0.32 9.2334 1069.23 10 11 25 8 104.1 0 0.32 9.2334 961.20 11 11 25 8 92.4 0 0.32 9.2334 853.17 12 11 25 8 80.8 0 0.32 9.2334 746.06 13 11 25 8 69.1 0 0.32 9.2334 638.03 14 11 25 8 57.4 0 0.32 9.2334 530.00 15 11 25 8 47.8 0 0.32 9.2334 441.36 16 5.5 25 ' ' 8 34.1 0 0.32 4.6167 157.43 17. 5.5 25 8 22.4 0 0.32 4.6167 103.41 18 5.5 25 8 9.75 0 0.32 4.6167 45.01 19 ' 11. 8 8 25 0 1.00 2.2917 57.29 20 5.5 12 8 9.75. 0 0.67 1.9960 19.46.1 5.5 17 8 41 , 0. 0.47 3.0234 ' 123.96 PAGE: PROJECT :HAMPTON INN SUBJECT ?2- t :SATE :AUG 1:=0 89 GA - .DISTANCE TO CENTER - DISTANCE TO CENTER X - ECC. FROM CENTER Y - ECC. FROM CENTER OF RIGIDITY OF RIGIDITY:: 71.51 ft 102.10 ft OF MASS : =25.36 ft OF MASS : 28.75 ft MIN. ECCENTRICITY =.05 * Max Length= 9.40 ft DESIGN ECCENTRICITIES (From Center of Mass) X : ECCENTRICITY Y : ECCENTRICITY 25.36 ft 28.75 ft DATE :AUG IE 1 :E :9 i3 DETERMINE WALL /FRAME:FORCES DUE TO SHEAR & TORSION` TORSIONS : With Force Acting Along 'Y'.Axis = With Force Acting Along 'X' Axis. F'AiE: PROJECT :HAMPTON :INN SUBJECT : L:'ATE :AUG IG 1 8 89 GA - -> WALLS /FRAMES PARALLEL TO `Y` AXIS W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY 1 -- FORCES -- 1 TOTAL 1 UNIT I.D. STIFF. CENTER OF x x :LATERAL TORSIONAL Alternate F O R C E FORCE 1 NUMBER WALL /FRAME RIGIDITY DISTANCE DIST ^2 1 FORCE FORCE Tors. Force) (kips) 1 (klf) 21 3.225 -71.26 - 229.82 16,377 61.7 (14.0) 15.9 1 61.7 1 3.43 1 22 4.617 -59.76 - 275.89 16,487 88.4 (16.8) 19.1 1 88.4 1 3.53 1 23 0.170 -48.09 -8.17 393 3.3 (0.5) 0.6 1 3.3 1 1.08 1 24 0.170 -36.41 -6.19 225 3.3 (0.4) 0.4 1 3.3 1 1.08 1 25 9.233 -24.76 - 228.62 5,661 176.7 (13.9) 15.8 1 176.7 1 7.07 1 26 9.233 -13.09 - 120.86 1,582 176.7 (7.4) 8.3 1 176.7 1 7.07 1 28 4.617 10.24 47.28 484 88.4 2.9 3.3 1 91.2 1 3.65 1 29 9.233 21.91 202.31 4,433 176.7 12.3 14.0 1 189.0 1 7.56 1 30 4.617 33.59 155.08 5,209 88.4 9.4 10.7 1 97.8 1 3.91 31 2.617 40.49 105.94 4,290 50.1 6.5 7.3 1 56.5 1 3.77`1 32 4.617 45.24 208.86 9,449 88.4 12.7 14.4 1 101.1 1 4.04 1 33 2.576 53.49 137.79 7,371 49.3 8.4 9.5 1 57.7 1 11.54 1 34 0.170 28.49 4.84 138 3.3 0.3 0.3 1 3.5 1 1.18 1 35 0.170 42.99 7.31 314 3.3 0.4 0.5 1 3.7 1 1.23 1 36 0.719 28.49 20.50 584 13.8 1.2 1.4 1 15.0 1 2.50 1 37 0.719 42.99 30.93 1,330 13.8 1.9 2.1 1 15.7 1 2.61 1 38 0.719 - 71.26. -51.27 3,653 13.8 (3.1) 3.5 1 13.8 1 2.29 PAGE: PROJECT HAMPTON INN SUBJECT : - -> WALLS/FRAMES PARALLEL TO 'X' AXIS ide T:'ATE :AUG 18 89 GA - W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY -- FORCES - T O T A L UNIT I.D. STIFFNESS CENTER OF x x LATERAL TORSIONAL Alternate F O R C E FORCE 1 NUMBER WALL /FRAME RIGIDITY DISTANCE DIST ^2 FORCE FORCE Tors. Force (kips) (k1f) 2 7.152 83.65 598.30 50,049 55.6 (41.3) 36.5 55.6 3 2.204 76.65 168.97 12,952 17.1 (11.7) 10.3 1 17.1 4 9.233 72.00 664.83 47,869 71.8 (45.9) 40.5 1 71.8 5 9.233 60.30 556.80 33,576 71.8 (38.5) 33.9 1 71.8 6 9.233 48.70 449.69 21,901 71.8 (31.1) 27.4 1 71.8 7 9.233 37.00 341.66 12,642 71.8 (23.6) 20.8 1 .71.8 8. 9.233 25.30 233.63 5,911 71.8 (16.1) 14.2 1 71.8 9 9.233 13.70 126.52 1,734 71.8 (8.7) 7.7 1 71.8 10 9.233 2.00 18.49 37 71.8 (1.3) 1.1 1 71.8 11 9.233 -9.70 -89.54 868 71.8 6.2 5.5 1 78.0 12 9.233 -21.30 - 196.65 4,188 71.8 13.6 12.0 1 85.4 13 9.233 -33.00 - 304.68 10,054 71.8 21.0 18.6 1 92.9 14 9.233 -44.70 - 412.71 18,447 71.8 28.5 25.1 1 100.3 15 9.233 -54.30 - 501.35 27,222 71.8 .34.6 30.5 1 106.4 16 4.617 -68.00 - 313.93 21,346 35.9 21.7 19.1 1 57.6 17 4.617 -79.70 - 367.94 29,324 35.9 25.4 22.4 1 61.3 18 4.617 -92.35 - 426.34 39,372 35.9 29.4 26.0 1 65.4 19 2.292 -77.10 - 176.68 13,622 17.8 12.2 10.8 1 30.0 20 1.996 -92.35 - 184.32 17,022 15.5 12.7 11.2 1 28.3 1 1 3.023 -61.10 - 184.72 11,286 23.5 12.8 11.3 1 36.3 2.82 1.32 2.87 2.87 2.87 2.87 2.87 2.87 2.87 3.12 3.42 3.71 4.01 4.26 2.30 1 2.45 2.61. 3,75 2.35 2.13 1 PATE: PROJECT : HAMF TO N INN SUBJECT : � DATE :AUG 1. : � 8:+ GA LATERAL a< TORSIONAL FORCE DISTRIBUTION FOR RI! =iII DIAPHRAGMS DESCRIPTION : FLOOR 2 DIAPHRAGM LEVEL : FLOOR :f• Lateral Shear- Force @ C :M Acting Along 'X' Axis = > Lateral Shear Force 0 CM Acting A1ori 'Y' Axis 115;1 115 kip- kips > 'X' DIST. TO C. M. = 96.87 ft. • MAX. 'X' I IPl. s 15:11 ft. 1 • > 'V' DIST. TO C. M. = 7 :3. :35 ft MAX. 'V'. I:'IM, = 18„8 f•t. (Used for Min Eccentricity) ,.DETERMINE CENTER OF RIGIDITY - -> WALLS /FRAMES PARALLEL TO 'V' AXIS W A L L > WALL > WALL > WALL .> X -DIST. >END TYPE. RELATIVE STIFFNESS 1 I.D. THICKNESS LENGTH HEIGHT FROM FIXED =O H / L STIFFNESS x I NUMBER (in) (ft) (ft) DATUM CANT =1 WALL /FRAME DISTANCE 21 5.5 18 8 0.25 0 0.44 3.2251 0.81 22 5.5 25 8 11.75 0 0.32 4.6167 54.25 23 5.5 3 8 23.42 0 2.67 0.1700 3.98 24 5.5 3 8 35.1 0 2.67 0.1700 5.97 25 11 25 8 46.75 0 0.32 9.2334 431.66 26 11 25 8 58.42 0 0.32 9.2334 539.42 28 5.5 25 8 81.75 0 0.32 4.6167 377.42 29 11 25 8 93.42 0 0.32 9.2334 862.59 30 5.5 25 8 105.1 0 0.32 4.6167 485.22 31 5.5 15 8 112 0 0.53 2.6165 293.05 32 5.5 25 8 116.75 0 0.32 4.6167 539.00 33 27.5 5 8 125 0 1.60 2.5761 322.01 34 5.5 3 8 100 0 2.67 0.1700 17.00 35 5.5 3 8 114.5 0 2.67 0.1700 19.46 36 5.5 6 8 100 0 1.33 0.7195 71.95 37 5.5 6 8 114.5 0 1.33 0.7195 82.38 38 5.5 6 8 0.25 0 1.33 0.7195 0.18 PAGE: PROJECT : HAMPTON I NN SUBJECT 18 SATE : AUG , :3 r � GA - -> WALLS /FRAMES PARALLEL TO `X` AXIS .1 WALL. > WALL > WALL > WALL > Y -DIST >END TYPE RELATIVE STIFFNESS 1 1 I.D. THICKNESS' LENGTH .HEIGHT FROM FIXED :0 H / L STIFFNESS x' 1. 1 NUMBER (in) (ft) (ft) DATUM CANT =1 WALL /FRAME DISTANCE 1 2 11 19.75 8 185.75 0 0.41 7.1522 1328.53 1 3 5.5 13 8 178.75 0 0.62 2.2044 394.03 1 4 11 25 8 174.1 0 0.32 9.2334 1607.54 5 11 25 8 162.4 0 0.32 9.2334 1499.51 6 . 11 25 8 150.8 0 0.32 9.2334 1392.40 7 11 25 8 139.1 0 0.32 9.2334 1284.37 8 11 25 8 127.4 0 0.32 9.2334 1176.34 9 ' 11 25 8 115.8 0 0.32 9.2334 1069.23 10 11 25 8 104.1 0 0.32 9.2334 961.20 11 11 25 8 92.4 0 0.32 9.2334 853.17 12 11 25 8. 80.8 0 0.32 9.2334 746.06 13 11 25 8 69.1 0 0.32 9.2334 638.03 14 11. 25 8 57.4 0 0.32 9.2334 530.00 15 11 25 8 47.8 0 0.32 9.2334 441.36 16 5.5 25 8 34.1 .0 0.32 4.6167 157.43 17 ' 5.5 25 8 22.4 0 0.32 4.6167 103.41 18 5.5 25 8 9.75 0 0.32 4.6167 45.01 19 11 8 8 25 0 1.00 2.2917 57.29 20 5.5 12 8 9.75 0 0.67 1.9960 19.46 1 5.5 17 8 41 0 0.47 3.0234 123.96 PAGE: PROJECT :HAMPTON INN SUBJECT : DATE - : AUG 1:: :39 GA - DISTANCE TO - DISTANCE TO - ECC. FROM Y - ECC. FROM CENTER OF RIGIDITY = CENTER OF RIGIDITY = 71.51 ft 102.10 ft CENTER OF MASS = -25.36 ft CENTER OF MASS = 28.75 .ft MIN. ECCENTRICITY :.05 * Max Length= 9.40 ft DESIGN ECCENTRICITIES (From Center of Mass) X : ECCENTRICITY = Y : ECCENTRICITY ft 28.75 ft PAGE: PROJECT :HAMPTON INN SI-IBJECT.. :.... DETERMINE WALL/FRAME FORCES DUE TO SHEAR & TORSION TORSIONS : With Force Acting Along `Y' Axis With Force Acting Along 'X' Axis = 2,916 ft -kips 3,306 ft-kips PAGE: PRO JEC:T HAMPTON I NN SUB :TECT : D •A_ia i,, 89 GA C - -> WALLS /FRAMES PARALLEL TO 'Y' AXIS W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY 1 -- F O R C E S -- 1 T O T A L 1 UNIT 1 I.D. STIFF. CENTER OF x x 1 LATERAL TORSIONAL Alternate 1 F O R C E 1 FORCE 1 NUMBER WALL/FRAME RIGIDITY DISTANCE DIST^2 1 FORCE FORCE Tors. Force (kips) 1 (klf) 21 3.225 -71.26 - 229.82 16,377 6.5 (1.5) 1.7 1 6.5 0.36 22 4.617 -59.76 - 275.89 16,487 9.2 (1.8) 2.0 1 9.2 0.37 23 0.170 -48.09 -8.17 393 0.3 (0.1) 0.1 1 0.3 0.11 24 0.170 -36.41 -6.19 225 0.3 (0.0) 0.0 1 0.3 0.11 25 9.233 -24.76 - 228.62 5,661 18.5 (1.5) 1.7 1 18.5 0.74 26 9.233 -13.09 - 120.86 1,582 18.5 (0.8) 0.9 1 18.5 0.74 28 4.617 10.24 47.28 484 9.2 0.3 0.3 1 9.5 0.38 29 9.233 21.91 202.31 4,433 18.5 1.3 1.5 1 19.8 0.79 30 4.617 33.59 155.08 5,209 9.2 1.0 1.1 1 10.2 0.41 31 2.617 40.49 105.94 4,290 5.2 0.7 0.8 1 5.9 0.39 32 4.617 45.24 208.86 9,449 9.2 1.3 1.5 1 10.6 0.42 33 2.576 53.49 137.79 7,371 5.2 0.9 1.0 1 6.0 1 1.21 34 0.170 28.49 4.84 138 0.3 0.0 0.0 1 0.4 1 0.12 35 0.170 42.99 7.31 314 0.3 0.0 0.1 1 0.4 1 0.13 36 0.719 28.49 20.50 584 1.4 0.1 0.1 1 1.6 1 0.26 37 0.719 42.99 30.93 1,330 1.4 0.2 0.2 1 1.6 1 0.27 38 0.719 -71.26 -51.27 3,653 1.4 (0.3) 0.4 1 1.4 1 0.24 PAGE: PROJECT T : HAMPTON INN SUBJECT : L:.ATE : AI_Ii 18 89 CAA - -> WALLS /FRAMES PARALLEL TO `X` AXIS { W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY -- F O R C E S -- I T O T A L I LNJIT { I.D. STIFFNESS CENTER OF x x LATERAL TORSIONAL Alternate { F O R C E I FORCE I NUMBER WALL /FRAME RIGIDITY DISTANCE DISTA2 FORCE FORCE Tors. Force { (kips) 1 (kMf) • 2 7.152 83.65 598.30 50,049 5.8 (4.3) 3.8 1 5.8 1 0.29 3 2.204 76.65 168.97 12,952 1.8 (1.2) 1.1 1 1.8 1 0.14 4 9.233 72.00 664.83 47,869 7.5 (4.8) 4.2 1 7.5 1 0.30 5 9.233 60.30 556.80 33,576 7.5 (4.0) 3.6 1 7.5 1 0.30 6 9.233 48.70 449.69 21,901 7.5 (3.3) 2.9 1 7.5 1 0.30 7 9.233 37.00 341.66 12,642 7.5 (2.5) 2.2 1 7.5 { 0.30 8 9.233 25.30 233.63 5,911 7.5 (1.7) 1.5 { 7.5 1 0.30 9 9.233 13.70 126.52 1,734 7.5 (0.9) 0.8 1 7.5 1 0.30 10 9.233 2.00 18.49 37 7.5 (0.1) 0.1 1 7.5 1 0.30 11 9.233 -9.70 -89.54 868 7.5 0.6 0.6 1 8.2 1 0.33 12 9.233 -21.30 - 196.65 4,188 7.5 1.4 1.3 1 8.9 0.36 13 9.233 -33.00 - 304.68 10,054 7.5 2.2 1.9 I 9.7 0.39 14 9.233 -44.70 - 412.71 18,447 7.5 3.0 2.6 1 10.5 0.42 15 9.233 -54.30 -501.35 27,222 7.5 3.6 3.2 1 11.1 0.45 16 4.617 -68.00 - 313.93 21,346 3.8 2.3 2.0 1 6.0 0.24 17 4.617 -79.70 - 367.94 29,324 3.8 2.7 2.3 1 6.4 0.26 18 4.617 -92.35 - 426.34 39,372 3.8 3.1 .2.7 1 6.8 0.27 19 2.292 -77.10 - 176.68 13,622 1.9 1.3 1.1 1 3.1 0.39 20 1.996 -92.35 - 184.32 17,022 1.6 1.3 1.2 { 3.0 0.25 1. 3.023 -61.10 -184.72 11,286 2.5 1.3 1.2 1 3.8 0.22 PRi s.rECT :HAM IN ;UE .JECT : FOI_INDAT I CIN LATERAL PAGE: DATE :AUG 24 BY :___GA A LATERAL 84 TORS I :'NAL FORC :E DISTRIBUTION FOR RIGID I? I f APHRAGMS -DESCRIPTION : D I AF'HRA: M LEVEL :FOUND > Lateral Shear Force @ CM Acting Along 'X' Axis = 110o kips > Lateral Shear Force @ CM Acting Along 'Y' Axis" = 1100 kips "X" I:'IST. TO C. 11. "Y" . I :'IST. TO C. M. _ 96. E:7 .f t• 7:3.351 ft. (Used DETERMINE CENTER OF RIGIDITY - -> WALLS /FRAMES PARALLEL TO `V` AXIS MAX. ")(` DIM. =_ MAX. ."Y' DIM. = f'i'r .Min Eccentricity) 151 ft .1E18 f k. { WALL > WALL > WALL > WALL > X -DIST. >END TYPE RELATIVE STIFFNESS I.D. THICKNESS LENGTH HEIGHT FROM FIXED =O. H / L STIFFNESS x { NUMBER (in) (ft) (ft) DATUM CANT =1 WALL /FRAME DISTANCE 1 2 3 .4 6. 7 8 9 122 138 105 65 24 64 30 5.5 106 1 1 1_. 1. 1 0.51 62.22 0.09 12.42 1 0.07 7.35 0.09 5.85 0.03 0.72 1 0.05 3.20 1 0.06 1.80 0.08 0.44 0.02. 2.12 PRO .JECT : HAM I N iJE+JEC T : FC'!JNE'AT I ON LATERAL tL DATE .: ALlei 24 BY : (4A --> WALLS /FRAMES PARALLEL TO `X` AXIS 1 W A L L > WALL > WALL > WALL > Y-DIST` >END TYPE • RELATIVE STIFFNESS 1 I.D. , THICKNESS LENGTH HEIGHT . FROM FIXED :0 H / L STIFFNESS x 1 NUMBER (in1 (ft) (ft) DATUM CANT :1 WALL /FRAME DISTANCE 1. 21 170 1 22 122 1 23 76 .1 24 : 52 1 25. 0 1 26 12.5. 1 27 25 - 1 28 32 1 29.. 45 1 30 57.5 1 31 36 32, 15.. 33 41:, 34 . 24, 35 11 36 37 37, 180 0.14 23.80 0.14 17.08.1 0.15 11.40 0.1 5.20 0.07 0.00 1 0.06 0.75 1 0.07 1.75 0.04 1.28 1 0.05 2.25 0.06 3.45 1.. 0.02 0.72 0.02 0.30 0.02 0.82 i 0.02 0.48 0.02 0.22 0.01 0.37 1 0.02 3.60 PAGE :. PROJECT :HAM IN SUBJECT : FC LINDAT I ON LATERAL E:'ATE : AUG 21,4 By : �aA X -. DISTANCE TO:CENTER OF RIGIDITY = Y - DISTANCE TO CENTER OF RIGIDITY = X - ECC. FROM CENTER OF MASS Y - :ECC. FROM CENTER OF MASS 96.12 ft 72.74 ft -0.75 ft -0.61 ft MIN. ECCENTRICITY :.05 * Max Length= 9.40 ft DESIGN ECCENTRICITIES (From Center of Mass) X : ECCENTRICITY : 9.40 ft Y : ECCENTRICITY = 9.40 ft DETERMINE WALL /FRAME FORCES DUE TO SHEAR & TORSION TORSIONS ; With Force Acting Along `Y` Axis With Force Acting Along `X` Axis = PROJECT : HAM IN $ UBJEC :T : FOUNDATION LATERAL - -> WALLS /FRAMES PARALLEL TO `V` AXIS DATE : AUG 24 BY : I A W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY 1 -- F O R C E S -- 1 T O T A L 1 UNIT I.D. STIFF. CENTER OF x x !LATERAL TORSIONAL Alternate 1 FORCE 1 FORCE NUMBER WALL/FRAME RIGIDITY DISTANCE DIST ^2 1 FORCE FORCE Tors. Force) (kips) 1 (klf) 1 0.510 25.88 13.20 342 561.0 28.6 28.6 1 589.6 2 0.090 41.88 3.77 158 99.0 8.2 8.2 1 107.2 1 3 0.070 8.88 0.62 6 77.0 1.3 1.3 1 78.3 1 4 0.090 -31.12 -2.80 87 99.0 (6.1) 6.1 1 99.0 1 5 0.030 -72.12 -2.16 156 33.0 (4.7) 4.7 1 33.0 1, 6 0.050 -32.12 -1.61 52 55.0 (3.5) 3.5 1 55.0 1 7 0.060 -66.12 -3.97 262 66.0 (8.6) 8.6 1 66.0 1 8 0.080 -90.62 -7.25 657 88.0 (15.7) 15.7 1 88.0 1 9 0.020 9,88 0.20 2 22,0 0.4 0.4 1 22.4 1 gggggggf - -> WALLS /FRAMES PARALLEL TO `X` AXIS W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY -- F O R C E S -- 1 T 0 T A L 1 UNIT I.D. STIFFNESS CENTER OF x x LATERAL TORSIONAL Alternate 1 F 0 R C E 1 FORCE NUMBER WALL /FRAME RIGIDITY DISTANCE DIST ^2 FORCE FORCE Tors. Force 1 (kips) 1 (klf) 21 0.140 97.26 13.62 1,324 152.5 29.5 29.5 1 182.0 22 0.140 49.26 6.90 340 152.5 14.9 14.9 1 167.4 23 0.150 3.26 0.49 2 163.4 1.1 1.1 1 164.4 24 0.100 -20.74 -2.07 43 108.9 (4.5) 4.5 1 108.9 25 0.070 -72.74 -5.09 370 76.2 (11.0) 11.0 1 76.2 26 0.060 -60.24 -3.61 218 65.3 (7.8) 7.8 1 65.3 27 0.070 -47.74 -3.34 160 76.2 (7.2) 7.2 1 76.2 28 0.040 -40.74 -1.63 66 43.6 (3.5) 3.5 1 43.6 29 0.050 -27.74 -1.39 38 54.5 (3.0) 3.0 1 54.5 30 0.060 -15.24 -0.91 14 65.3 (2,0) 2.0 1 65.3 31 0.020 -36.74 -0.73 27 21.8 (1.6) 1.6 1 21.8 32 0.020 -57.74 -1.15 67 21.8 (2.5) 2.5 1 21,8 33 0,020 -31.74 -0.63 20 21.8 (1.4) 1.4 1 21.8 34 0.020 -48.74 -0.97 48 21.8 (2.1) 2.1 1 21.8 35 0.020 -61.74 -1.23 76 21.8 (2.7) 2.7 1 21.8 36 0.010 -35.74 -0.36 13 10.9 (0.81 0.8 1 10.9 37 0.020 107.26 2.15 230 21.8 4.6 4.6 1 26.4 ggfgggggfggggggg NI ATW00D • HINZMAN PII01ECT 83 if DATE IT SWEET NO, . ` y': � ._.._ _ CONSULTING ENOINEENS :1-119MINN. DM" 1 % to /° // 4.4 S'G 6, Ns G12065 sed ve4 ( / e1)' 4Gk3f `7N221- 3i X4`54"Eek1t*2)4142' 7psr /1.t/C'c&s Setif = 4 377 vrecssa. ° 224 -x / ' .2 S Par Ns 44ix28.7 ' !2.)8.)/6 t /gyp /,1,, au, 4.,.A$: /2630 ,x, IA 14:1 .0223 /11;#5' 37 PXZ7 10 "1,b-, k/44.? 6 6-7 /Q76. }( W .O lgc PROJECT efe°a'ff SNEET NO. 1k!r TN, (A DATE v., lir ciA( gs trg ATW00D • HINZMAN CONSULTING ENGINEERS t ckc.fr/ C.14 4v4. 044.e..-.4.v ) o c v64., DL- ��a 4664do.. 25,p1 , 8. I. 6- C22',4 ee TA 14:1 f - im,,,, 6a,- .5- 7 -o ('-4,40 - .&C - 76'4 o r8 ,k 35-(6 -8) ° /s-; -A 1P' v /6,e3 ! t . 7� s g - - 4' ['i] ATWOOD ' HINIMAN PROJECT 8goo / T oATE3 /lam SNEET.NO. AM 1I CONSULTING ENGINEERS /- oc, • j nr S fs — tf7 //H. oti . iftvo ie ,��5 oxen s z1 - � u f G.4 ) /, G )(2z. 61= 35;4. 4 •r viy,e /a2 .� Iehe �L "7,9x.3,414 x , 707 IG✓r�erf -'� ` �3 (1,3K2z./ t -703 68 T �= 74s 8x.5 _ 41 tir eA f w -S cticlQ --Czz ,y - � C PI/thee oz, r) / r /O,�� I 3� P /) F P- 6z27�o ' W." k P ' p t ZZ ovt MSC- ,'2 X54' 3 3x h 3 = 7b 42 -& 'q' 1.4.4.044 -ea cL vtiG�. �i� h t` 0 c..7. GU,c,gO 7'r 51 ATW000 • NINZMAN PIOJECT& ooff k #9$i f/j/Y 7 , 4 6e.0&& DATER OT� �� SNEET NO. %1 zA. 4;7 CONSULTING ENGINEERS /9l5 . 6041 ' 4- /l, Fp f lZ ;-- 4 7a7& /. 07 „ 3 17(1-1-) .¢ - (-7:2)(4 �C 87 114 x 41-46>e D:.c141" -3,, -/.3`7 2 .4 ray- %8 6 c/-4, /d - 2 -1 -37s'& // F..& e 31v7 6. : (424,)ccicce&_4. ) 2) 31- '33- 2. P ••_ X 4./e. Gee/ We-/J ��r�G,e. -% )(.6-70-7 x 749X. 3 /D = 5.5. 6 K, =27 1-1 f s /mess ,c,Gi' - o�r ( s7.4/3,7 -.7 l 15,- /z. IJe)c/. l/ev,, to 3 1/4K De.-4 •2z649 "eV-*., 95-PS "le S4 ,,c-t„es - Lei / '1l d7 %sr y " 12; 930 267 4 CA)/�/v Fe, 04,,, r%ro 11 r 4� ,B P 2 - �1�, = �. :�, �w�l 8 - &o'* s 1 �` ' wp lc0 s /13" '33/ MA 1IATWOO� • HINZMAN [{ PROJECT 89,..6")/f with I N L___ , t 7 DATE ( _ ' SHEET NO. f UAL cA ‘ 6t, CONSULTING ENGINEERS Ot-t.t %Z .x L, L at, -2L2kz u K3 -x'12 4 2 ci'Vorses 586 rii ATW00D • HINIMAN PROJECT , -5oo4f /1//1? 1MMN. T /Ik 1.4 ' S� LATE-) ;e IT 6 MET NO CONSULTING ENGINEERS IVILSOIf T .STRESS Plus •IAI"I INN CANOPY TRLICTIJRE I•-IAII INN CANOPY rAr uLA..r•I": ilw L VERIFY . • rYPE SPACE ACE rROIF. 'lIJF IE ER CIF JIJ I NT`3 {' 12 uI Jrir3IER OF :MEMBERS. 12 \UMBER OF SUPPORTS 4 kiI«IIYiBER OF' . LOADINGS 9, MITI I IAT, Iw :l„;IciRT? I NATES 1: 1000.. 1600. . 1. I.I I::I i.I . IJ r°' F' I; I F T .1 :36i . 11;10 0„ '1000.. •SIJFI°'nRT• 3. 1 361. 1000'. 1288. SUPPORT 4 ..11:00 M 1 I„I I „I I„I N . i :w;1m 8 N SUPPORT 5 1 1 „I I „I 0. 1192. 2. 1 •Aµ11µ1 . 7:1360.; 1.. F 2. .' 1 I „I 0 0 .. 88.1360. 1192. .128 9 1192. 128 1.0.. 9 1 6 .. 1.192, 1 . 1 `I•4I „I N ..1 192.. 1 I „I I„I I„I . 1 < 1 1• -EI„I . 11':2. 1.c•I I:I U SUPPORT _RELEASES 1. • 'tHRU '4 .. MOMENT X Y MEMBER I i r I Ial I\IC 1_ S: 1 .1 6 «.w 7 3,1H8 : 3 6 %. yJ 6: 1'0.7 11 11: 8. 12: 12 w'5 9 _ 9EI iNlEI\I I' w� 2.. ! TllRLI 1 MEMBER I-'RI:If- ER1 „ILES PRISMATIC 1 •1-I°ir i_I 4 AX: 1 .L . +. ;C. X 1 I.I I.I I y 183.. I Z 183. 5 7 _ ?. „rHRU 1 :w AX `a. la IX 42..441, 6 ., AX :10,3 1 X . wI 1 I Y .l «� N •:� ]. . 'd'w��F N 'CONSTANTS E 'al:l00. ALL :PLOT 'STRUCTURE • ' t' :ocir DEI'= ORIYIEI STRI «lC:TIJRE LOADING 1 I:OE!«1T:D LOAD MEMBER WEIGHT J. •TF•IF;I.i 12 .N 00I::I286 09- 06• -:39 PAGE CTVTL` OFT • 8TRESS F':Lug, I•IAI' +I INN cANi :iPY pLOOC+AL LCIi t T NG w•� . 9 THILT 12 FORCE LOADING • :. t:'i'1OW LOO 0LOF AL LOAT:' I NI E 7 TI -IRO 12 FORCE. LOADING-fa W I INID:' :LOAD 'MEMBER' ER' LOAD:; F' F=oR' ::E:....X UNIFORM ...0 k, I -ORC:r X I.�INITr=� :lRli W •LOAI I NG .4 WIND. LOAD :' *EMBER LOA[ :'w . '5,7 FORCE ONIFORM LOA: :'INu 5 X.,L.+ w;L .COMBINE, I\IE 1 .1 w. 2 4. L0ADTN6 6 .DL ti •f $L /:w N ; i_ :OMB T NEI. A '1 . 2 ,.5 : + '1 w :':LoAc:'TN: 7 r :'L •+ .WL + -8L/2 COMBINE. 1 .4. .`I.�E Lj�JAr.:e'TI\I� I ,w, DL $L •1•.•WL /:�. Iu 8. 1..OI"IE+II\IC_• 1 1Y 1M 3 M5 • CLIJADING. 9' DL +• 9L • +• WL /2 E W +�:C,NIEIhll L:1. 2 1.Y 4 Y • . CI •' 1 •"I• PAGE • V:I•.L_'I;O1IYT P1u HAM INN CANOPY `it.rl.dc•I:.ure type As ..Spare Number. of joints is, Number., of • „;�,aI.I.'r:ir°l• ;J S Number Of IYIerilLu'•_r•:; .•A s. l\IL1rnt:' er of Load lµ t.l ' s • Frame. 1 :2 • 1 2 9 • j0 T NIT C00131::' 1: NI(1TTTE$ 'ANIt:' RE LEAsE6 I:, duF'tt,iIUATI Y ::11ur'r IN(1TE« 1000.'0000 1360.'I :Io00 1 :361 :, . 0000 1000,„0000 :1:000.; 1•I I, I I.I 0 • 1000.0000 • 1 .3M11„I . 00 I„I1„I • 13.1; I :I . I :I 1:11:1.1:1 916„'1 :11 :11 :11 :1'. • „7016. 0 b 0o • 1440. 0000 1.:1.41:1„ 0061 :1 • a, I :I I:1 I; I I :I I :101 :I 1 I„ 11•I 0 . 0 0 I„ 11_I • ,L 1 :11,1 C1,„ I „10 I „I I_I 1 000 I, I. 0000' 1 1 '_f2 „ 000.0' • 1192. I :11:11 :I I:1 • -1192. 000 CI 1.192. 0I :100 • 1. ,19 2. 1:11 :I I :I 0 1192. 0001 :I • . :L ,192„ I:I I :11,:11 :1 1192 0000 11 09 •- 06439 • iC :I :n :IkJ)INATE . .1009 u 0009. 1009 „ 1:1 I :11 :1 I :1 1 • -I': E I,I 009 1288 ly l . 00 119 1 0 1;,11;,1 „ I :10 I :I I:1 1 I„I 1 :10 . 0000 4288...0009 128E:.I :II :II :Io 1.000',; 0000 4000.0090. 128:3.! 0000 . : . ' E EL_E 1SE6 ) FORCE' IVICINTENT Y :Z • 3 . 8 W; ,E; I_IP•I:'i:II:1;E SUPPORT SUPPORT E&IF'F O1RT ":• :r'lEIYILIE R INC I bE,NcEs ANL • l E3:l:..E`:(1�M `:a .;.•",.;4• , IYIEiIylLLLE R IJILra [ICI EI,h{LY ;1'1:1111''1. .rl::lINT I- 1_IF�I_:E: IYU_,1I1E hl`f 1= 1:IF'(h:r . MOMENT IE:h1,.1..: X Y Z X X •`(.z • 10 11 12 9 ",• ". "'• MENDER PROPERTIES M•1 \.•,4• IYILItILIbF ".•,4•" I II_IIYIEI\I`1 B 1.,Ir • .)( • I NLR'T IA,.., ."• 4. ",,,.. ".• ii., w ".. . •i.• n,• ".• ".. ".• "i k fl,• v:r.Lsi:: tiT STRESS S p'1.1,1 AAM INN CANOPY 09-06-S9 PAGE . 4. 1 100.000 1 8:3 Y I „I 1„I 1 „I 1E::3, I„I I„I I „I 1J .900 Y I „I I „1 I I .000 ' 100.000 10n. 1„i 1 1 I_I 1:=::J. 11(10 11.900 . I„I I„I rl .000 .;t .1.1111 'Y 1 „11„11 „1 J, FI._t 11 (11„111 1 r:S.3 Y 00 11 1 i . 9 1 1 1 . 1 Y 1 „11„11„1 . 1„1 i l I„1 4 • 100.000 1 Iwi.t ,. 000 J, 51.1. 000 11.900 .000 Y 1 „I I „I I„I '1 .460 J Y 4I I I„I :7175.000 . 9. 120 .000 .00u 1A .510 f , r 1 Y :: rl rl 954.000 ;10.100 . 11 rl rl .000 7 Y o h II 12.400 . i 7 i „I . I „I 1 1 I I ' 9 . , 1 2 0 . .• .000 1 :1 Y 510 J„ Y 1„„ 1_I. „1„ J„._„„ Y 1 „1 12.400 L . : Y 000 .000 Y :: 1 Y4AIi w7 5Y ::j . i: : : . r r r1 . 1 %F. 1 . �:� 17 iY s 1: Y 1. 0 w rl I:11 :;1 I. 1 .461..1 . 12.400 :3751 1;;11;11;1 '•�. 120 1111 . I I ri rl J..! .460 12.400 •t 7 '1 Y 0011 9. 120 .00u Y 1„I I„I I„I MEMBER YCXLL_ S OF :HEAR ROTAT I i \ LENGTH ELp T T:I iY MODULUS ANGLE:' :L 29000. 1,1r.00„ .00 1 9::.'' Y 000 • ;? 291)00 . 11600, Y Y I :111 1':1.2. 111101 . I . 1„I 1„I I „I Y 11600. .00 j.: J, . Y 000 4 .29000 Y 1 .l 600 . .00 192.'000 N 29000 Y 1 1 ' c1„ 1 1 601 Y Y Y „: ; „ ..:::::::1(:::;;;;11:::::1,.„ 11....:1111:::::...:11 I!!; 29I)11. ' f 29 l „1 I„I 1„I Y 11600 Y • Y I„I I „1 :“:(60. 000 1WS .29000 Y 116 I„i 1„1 Y Y 0,0 2E: Et „ 000 „I '9I „I I„I I„I 1, J, :1600 Y ;00.: 'SwIJ -I. Y 1 „11„11„1 10 2'9000 Y 11600. Y I „I.11 ;7:40 Y 000 11 29000,', j 1 FI I„I 0 Y .00 8 1 „1 Y 0013 12 . 290 I „I I „I Y 11600. .60. ,S4 w 1„11 „11„1: ' n! I1.• nJ n: n: nJ410nJ,w•Iw•h•INn.•11:1w•I \ :I \: h`IIJ n.'n•Iw•41.'41:11 `Iw• n.•Iw•r. n.• n•I1.• /\:nJ41`n:IVM'n.•K•n!n_'41: ndIw. nJ Iw• M•n.•JS Iw •n.•Iw•110nJn041•`I1JI \!Iw•n!n :nd 11:I.11:Iw` LOADS. FOR HLOAD CAGE :l L EAr::1 LOAD -- MEMBER . WEIGHT FIRST : LAST - UNIT .MEIIiiHT MEMBER EI MC:Mrl .ri J. 12 • I :II :Ii :l2i E.l :I ". MEMBER GLOBAL LOADING n•.n: FIRST 'LAST. TYPE :. MAGNITILL: :'I: MEMBER MEMBER 5 5 .FORcE Y• „„ . 031700. 7 7 'Fr;IRI ::L. Y u 001700 9 12 F OlF C:E Y ..• . 03171:11 :I II.•J\.• 41.• 410 n: n: ".•$I.1 %.• w•M•1M Iw•n.• IV I10 tJlw• 410 n.• n: Il: ,w• 41• 1V n: n.'n.. It: Iw• 410 IS: 41.•M•41 :41,410r••Ib•PJ n.•n.•A., I \J IY l4•n.•n.•.n.•Iw• n :1101.: no41.•n041••JMn:n••11.1n•n.. I1: I1,1%0 ne n: 41011.' 41: Iw.4,' 1w6 n.• LOADS r= oIr; LOAD r: ;E E 2.. SNOW LOAD 4'"" MEMBER i iLC'EBAL. L..OAD'I I'IGi FIRST '.LOST MEMBER.- IYIEIYIFIER • I'IAI :iI\I I..II_II. E G A. ,STRESS Plus -IAI''I II\IICI C:AI\II:IF='Y 5 '' FORCE. Y 7 •7 FORCE, Y i 12 FORCE' Y •• „ 0:19F.00 _ 0:39600 09-0A"89 PAGE 5 . 11: n: A: M1•r: r: K•M1 +N: I•.'n: 14•K'A.•n: A.•n: M'r: n.•A: IV M1•M•n: A: A! n••n: f•: M1•n,' M1•:4•M•f•: n! r: n! M1'11! n!f \••A!K•r••K•At n: I \! M1•M•I1: I'f M1'I1: A! r: M1•!4•n: IV M•14'14'K•n: r1: A! I4'I1: M•I1.'n: f4'M• LOADS FOR ..0AD CASE' WIND LOAD . N `w•► n•n.. 1 IS.] RIBLITED::'. MEM ER F=CIR,C :E ANJ::' •LCIAL :'S „•n: h I RE T . ' LAST TYPE.:. START ' • STP R T MEMBER MEMBER, F DISTANCE MAGNITUDE. 6 .6' F" ► :►R I :: L° . X ..000 ..- . 0 ' � .;,;;i 0 I:I' :+ _ FORCE x .000, . .022000 • E•I\I]: :' DISTANCE .000 ENL:' ANGLE MAGNITUDE' .022:".100• ..I .:• ».1:. :".10 0 • .00 M'n.•nf n.•.•4•r:n: n: nfA: n.•IVA.•M144'nOM1•n. M•Mr. M•M•A.•r.•nr 11: n: n: M1•n.•r! n.•n: r4Y: f• :A :.'4•n: M•n!M•r: K•r :n,'n,'n:YY'n.•n, n.'n,'n: I'.•n :n: I4•n••M.•n.•n:n.•I1fn: IV.ndn.•I1: n.'K44•.n.• LOADS FOR LOAD:' CAGE • I WIND LOAt :' E W ;:'! ' r..:� I STR I E JTED MEMBER FORCES AINID:' LOAF :'iM M• LAST,, .TYPE. START S"I'A1-`•.I., MEMBER MEMBER. • 'DISTANCE MA► ill ! TUiDE 5 FI :IRC :E•; X. • .000 .II.L'.:F; %I :Ii :I • 7 7 FORCE: 'X . 000 . I :,I .I. W9 ► :I I:I END, DISTANCE- - .000: .000 . ENX :' ANGLE. MAGNITUDE' .014900 00 . 0I :I. . nnn.•r: M•A. p. n: r: n: A:r••n! r.•M•n: M•r.•f4•K•K•r: n: n:It•n: r•.'fl r: K•n: f4•I•:n: n! rvn: n: n: I4•M1Y•!I4'I1: IM•M1•A! A.•n ✓141r :M•n: M•IL•nhK'r.41: A.•rrr4 LOADS. FOR LOAD CAGE . DL „.•;1; I :: :cI vII I ] NE t:' L.I :IAE:' 1 Nt;a ►:S 1, CASE • FACTOR "TITLE. :I. 1 . I:I I :► ►_► . . C:'E:AI::' LCIAL:' 2 1 ,4,c11:1 !3NC►W LI :IA.t:' '1 ''K•n :n: n! f,.•n! n.•r,'K•r:n.r.•M'n! I\,•n'f1:n! A: n:n: 0. IVn! n: n: nflVM1'M•M•I1!M1•A: 14•M•n: A: M•f1••I4'M1•A: A••K•Af I4•l1.•n!f1.•K•M•K• n! n•n! A.•A: n! A' IM' M• n.' f1: K'I1! n !M1•K'K•I1.•M1•I4•M'/4'n.'K•fM•M' f1:11ff4•n:f1..K'K'IVl4•n: M• . LOADS FOR LOAD CAGE E DL.: • •►• WI.". •►• SL/2 ICI I1.•l,: COMBINED LOADINGS CA -r...L 1 =K. :Tc .. TITLE. 1 1.000. DEAi :' LOAD':' L .500,• SICI OiW LOAD ;:► 1 ..►:I :I I:I WIND LOAT :' r•'I ,'y; n!I4•nfn: H•n.•n: A•K• /4'n: A:A :f1'nFn: M• I4•M•M1• M•n.•'..• n: nP M• A,• M• A: I1,• IM• M• A• n! Mn fA :n•I4'n•I1:A :A:n•n0I4'INM•n• n.•n!M1•fv A!nf /1• n.' M•n.•n.•M• LOADS FOR L.► :IAx :' CASE L DL •.,. WL.. 4.,3,L. /2 E. W "e".— c :I :IIhE T I\IE'T:' L► :IAT :' 1 hU IG . 1.•°• . .CAUL . FACTOR "T'I'LL N »• A! IM' I \! /b' A! Ib• I1! nl A: n • /l! A: A,• ALL : [ STRESS P].1:1,x,, F1M INN CANOPY • 1 00 DEAD LOAD '" ,; 50l l' Eil',IIMIW . LhIF -15:+ • 4 '1: 11 I ^Ia ^i . _ W I I II: .LOAD • E : W '09- I „I l,„ - • PAGE n.• n• nl non: no. no n•n: no. no no ni no no no no no nr no no no no no n' : ni nl no no no of no no no no no no no no n'fl.' n• n.•• 140 n• Ai no n.• n• n• no no n.'. • n• n:r.• no no n• no. o no n• no no n;no n: n•n.. LC AD .FOR • LOAD:. CAGE DL .1.• '11. + •WL /:2. ICI I_: hi I'i(EI I I\I E :I:+' UO t I:+ 1 1■11.3 CASE. LIWIAj::+ • .j,• , 1.1 l::i11 S lq 0 W LOAD. 50ia. WIIII:+: LCIAIi. • nl nn nlM /IOW n:n.• iv no ow no no ni n!n•n.441 n :/N n.• n•n! n.'ltfl ' nPn'n•n• Mn:• n: %, no n!no n• no n.•n.•r: no ...no no no n.•n•n.•n•no no L.0ADO'. I IIIR LI.:'AI:' CAS 9: DL 1 8L:.4 WL /:2. E W CC'NIEI I I\IED LOADINGS iS CASE FAC TOr 1 1 TLE • l w I;II:Ii.I DEAD • •L A] ; „: 1 'I:W LOAD 4 w r,IIH W1NI::+ LOAD. I '.W • I'1' iri i t ,r: +'E 1 lIlI +:riowh1 +:1a <s1' 1it'.. rn •L .” . I Il c.1 i.• t'. E ),r rt . l+ lt'.Idwi +J'f.•I1 :I= • • no no no n. no no no no no no n• no no no no n.• nv no no no no n• . CIUILSOFT STRESS P11.x5 HAM INN- CANOPY 09~06~89' PAGE 7 ,.~=,W~~"^~,==°".~~".",°°°,.~~"~~RO~,'..~^.°="~°=°"^~=.'°°°=M°°.~~°~~~~,10~~~ • LOADING 1 DEAD LOAD JOINT DISPLACEMENTS JOINT 1 ' 3 6 " 7 • 9 .10 • ' 11 12 IRAN SL. X .00000 o 00O00 . 00000 . 00000 -°00550 -°00550 • - Ci 0654 00654 -.00550 -.00550 -.00654 _.00654 =~= TRANSLY "00000 . O000O • 00000 . 0U000 -"00547 -.00547 ~.0|536 .00536 "12190 . 12190 "12O50 "12350 MEMBER END FORCES ~~° FORCE•X . • FORCEY MEMBER JO I NT 1 1 2 7 38� 4 5 6 7 6 7 8 7 5 („:;,� 5 6 9 6 10 o� 3 4 5 8 �1O 11 11 8 12 • TRANSL Z "00000 .O0000 •00000 °00000 -.00002 .00002 ' .00002 -"O0002 "00002 .00002 .00002 O0002 1U°166 •1~9"513 9 67 -9 .�1`' • • 9"96 -9.31 • 10,166' * • 513 • •"'760 -.768 • ,032 .032 ~768 . 768 ~°032 • "0n0 . 000 "000 . O00� 000 • . O00 768 .768 . "768H • ~.768' o 788' "768`� -.768'' 768 6°207 6.144 .424 . 424 6.. :207 • 6.144` "424 .424 2"882 . 000 ` 2"745 ,000 • 2"745 .000 ROTATION X 00004 00004 .00004 .00004 -.00007 . 0O007 00007 00007 -"0000-7 . 0000'7 '"0'000�7 -"O0U0�7 FORCE Z "032 °032 .032 ,032: �.032. • -,032 032 .000 "000 . 000 000 "000 .000 • 000 ,00U "000 .000 .000'� 00 . �` .000 . U00 • ' ROTATIONy . 0O00U . 000O0 .00000 . 00000 . 000O0 "00000 , 00000 , 00000 , 00000 .00000 .0O000 ^ O0000 MOME■T .X -`000� " .000 '"000.. ▪ 000��` .000 / • .000 "0 0 0 (V0 • .000 000� ,000 • . 000 • "000• • 000� • .000� • "000- o 00' O "000:. 000' " 00V ,000 .00 • •'�'� ROTATION Z . 00O92 ~.00086 -.00086 ,00092 �"00175 -.00175 00181 "00181 00144 ~°00144 . 00154 • . 00154 • MOMENT'Y • .000 _6"134 .000 134 000 .�`134 "000 . .1O4 .000 . 000 "000 .000 . 000 � .000 0U0 .00O . 0 00 . 000 . 000 "000 • 00O .000 MOMENT Z . 000 -147 .491 • 00 147,491 .0^ 0 14'7 491 . 0O0 -147 491 268.531 -257°277 6^l34 -6.134 268.531 -257 277 6.134 -6.13| 121.040 000 19787 . . . 000 ` 10g. 787 . 00V IVIL` OFT STRESS PI us •1AIYI II\IN "CANOPY. 1.2 „:...:E 2 09-- 0A7.(39 „I:II:II „I „1;181:1 „1:11:11 :I „001:1, • •I:iI:0 PAI iE ,. I • „I I „I I_I . I „I 0 I „1 .121 . Q,:1.0 rl i:n:l '''' /M• ',SUPPORT REACT 1 ON E 11. M.' I4• ,...101 I\rr ' FI_IFih :E x FORCE Y . FORCE 2 i l0IIYIE:I'II- X . • . M':'l IEI'IT Y . MOMENT z • 1 . '/'.. 8 1.0 Y 166 (» . ►.i S: • Y 00 I I „I ll I„I I_I 0 0 - . „- . 7.68 9. 9F:7 . I1, ._ M • „ „ „ „ 0 I • . 000 . ;7I -.. 7 68 . 9 h.7 - . I„I . {, : „ 0 I.I 0 . I „I 0 0 „ I „i I„I I I'. 4.. „ 768 1 0 ► u 1.436 6 ^- Y I„I',;,I,w I_I 00 I_I „ I „I I„I I„I' . r_I I_I I:I CIVIL,6OFT STRESS Pi'j H A M INN C A I\I O PY ". " "•' MEMBER 1= cIC' I.:ES • AT I ICI ER +iEt :'.I ATE POINTS MEMBER DISTANCE FORCE X FORCE Y 5 0000 . "768 A Y 207 ri 1 r••: 1«I „ CI 1 «1 I«I Y 768 .0:-11 r »i 1h,0 „ 00 0 .768 -H•.. 144•. A „ 000 032 „ 424 I,; . 144 Y 000 „ 0.."12 Y 1 :1 I „I 1 „I P. 28::: „ 11011 . 032 424 7 1:1:1 „I Y • 1 :10 I«I Y 768 I„I :;11 7 360 Y 1 :11 :11:1 Y 768 -6. 1 4 4 '' • 000 u 1 :1.32 .424 144 Y 000 Y C132 Y 1010 8 231:Y 000 . 0032 424 L 9 Y 1 :101 :1 9 424000 9 841.00 f „I I••I • 1 1 :1 y 0 I „I 0 1 rl 4 I :I „ 0 I „I 1:1 1 I :I 3I 1„I Y 000 12, 12 • rlI:1rl , 4 y I :11)1 :1 :30 Y 1 „I 1 „I I „I « I :I1 :10 .:. 4.2 «rl00 84.000 t.•I�•IM• FORCE F'AIDE z I'II::IIYIENT x MOMENT Y • MOMENT 7 I :II :I0 • I „I 0 CC Yrlrirl. III „I1 :1 0 1 :1 11 CI I • „I I „1 „Y 7.5 Y 000 000 0 CH) .1 . :_ {72 I_I J I :I »`i i 00 „ 0 I«I rl .. 1:11 „11 «I ',;; I••I 01 „I Y 1 :11 :1 0 . 0 1 ) 0 ' 2. 745 ,' ■ 000 Y 000 „ 000 ” .1 . :372 .' 000 i ...000 . 000 • • I„I 1«111 ;„ III 11 :1 „III «I 0 . 0 00 i. 13:1:2 ,. 000 „ 000 ' Y 000 .. 1. • 441. .000 , .. Y I I I«I I „i I • „I I «I I„I „ 0 U 1 „I . I 11„1 I «I .000 • I„I 1 :1 CI • «• 292 891 .000 . 257 .27.7 . 000: .•1.11 :10 -24 Y 408 • h . 134 .257 Y 277 fh, Y ,1:�I.,�I• 24M 4•013 6Y. 1•_4 121 Y rl 4 I:I • 109-,787.: 27 Y 447 • 1;11;;111 j 09 . .0002 a:. u • 260:: • •.II1 «I1I C: I V I L.:S1 IFT • STRESS Plus. . HAM INN CANOPY 09- ..0A789 PAGE • 10 M•IMAP n!n!n.nf Af A.• IM• A• Af11. A.• nfn•' A.• nfn. h.• h: h! IMhf n.• AJ hf n !h.•A,M1•h••A.•!l•n:n.•h:h•n.•nf IMIMIV n.•n••M•M•h.•h.•htK•!MM...1 hl hJ h! n ••hlh.•h••I'.•h.•n!K•IM•I1.•h.• . LOADING. • A•nln.• 2 SNOW LOAD JOINT DISPLACEMENTS IM n.•! TRAI\IsL X TRANSL Y N I „11 I I „I I„I I„I u 0 1-1111-1 I-I N I -I I -I I -11111 y lI I I 11110 y 00000 Y 00000 ▪ I :IrII :iI :II :I y I:II:II:II:II :I Y 0 0 634 -.00504 ;4 w Y 0075F; ... N 0 I -I 5.7 1 -.00735 •-• N 00571 N I_Il :lh.:I''i .14118 „ N 00.:i. .14118 N 1 :10 .14304 -Y 0117!35 . 14:30 4 . h.'" MENDER R L«I\IL•' FIJRC•EL?. nfn.•f • MEMBER .3r0 I NT . 1 1 fµ1 L � 7 • 5 6 9 6' 10 10 7 11 IMI 1 " „' :ROTATION ,X . 00000 . 00000 'y 00000 y 1,11:1I:IljI:1 y 00000 . 00000 .00000 y 00001 :I . 00000 0 0 0 0 0 0 1-11-1110 • 00000. ROTATION Y • l:l l;l l:l l: 0 • 0 0 I „I I 111 y 1:11.11:11 :1 I I I :II :II :11:11:1 „ 00000 . 00000 y 00000 •• 1 :1I :II :I0I :I . 00000 • 001„100 ofl1 :1I;1Q .00000 R' :ITATION 2: ▪ l :l f :1 1 116 I I I I I99. • I :I I :I I; I';d' „/ . .00106. -.0 0 2 0 2 --y I :II :1202 • y 0 0 20 9 • I „i 0 1 A 6 ••'• Y 00166: p:178 • . 0 I :L 17 e F CIRC:E X FORCE Y. 10y4911 • „•111% -10,,490 N 887 i 17 10IN26I :I Y, 8117. -- 1 I::I N 2A I:I „ Iw111 7 . 1 I„I 490 - Y 887. w 111 . 491 „ I Y 1'387 Y 66 '7 7.164 -m887 7.092 „ 000 N 111 -1 I „I ▪ 0I „11,1 .. 101 :10 N ::87 . 7.164 887 7.092 .000 : ' N I „1110 0 I „I I „I N 1,11„1 11 . 00 I„1 :3 N :326 • I:I 01 :1 y 1 :11 :10 N 1-11 -I 11 3.46:74. Y 1: :1I :II :1 y I:I1 :10 Y o1:10 . 3y16(3 .. N 000 o I :I I:1 F iORC: . Z. • 000.. • �'I0U y 0 I I „I 0 y 1.1 0,0 • y 111 -1 I -I. • 1 :II :IIl. • 1:11 :11;1 ▪ I :1 I :10 y 1•I I „I 1 :1 • 1„11„11-1 y 1,11,11 -I y 0 I. 111 • I „I I„I 0 I :I I :I 1 :1 y l :1111 :I ',;000 y I -I 01:1 N I:1 I :I I:1 yf„II :I0 . • 0 0 0 . . I :I I :11:1 IYI0IMENT X :MOMENT Y y ljlj1 :I u 1 :100 • 11 I-1I „I y I „I 1 -I I -1 • 11 I„I 1„1 „ 11 I „I 1-I y I :I I „1I„I N .0 1.11 :1. y .1 „11„11 -I • . 1 „I':' • o1111 y 1 :I I :11.) y 1 „I1 „I 1) Y ▪ 69o: .. I „I I„I 11 .900 • y 1:I 0,0 000:. 000 IYII_IMEN1 ' 7 • • I „101 :I 0 I :I I;I ... - 17 I „I . 24 0. :1 o 1 :1 1„I II I „I 01:1 I•I 1:11; 0 0I :11;1 1:11 :11 :1 1„11 „I 1 :1 000 000 1 :II :III 000 is j l :1 I :I 01 I :1 I :1 111„1 0 • • y 1„I 1 :1 I „I 00 . 1 :1 I „11 „1 .000 y l :I I :11 :I N',00 0 • :I o I) :171 :Iy;; 40 • • 001„1 • 171 :'.241 :1 • y. I „I 1 „I I -I 170, , 4 I „I n09.948 -29A.'960 y 0 I „I 1,1 N I -1 I „I I -I 309.948- u „1.11,11,1 y 1.10 o 1 :I9 „,,O 0 0 1 26 N 720 0 0 . 126. 721 :I • „,1 :1 l -1 fl 4an ::I V I L►BOF'i' TREG ►M+ P':1 us 1AIv'1 1I\IIU CANOPY 12 5 • Y 000 • _J • .000 09-06,..; 789 PAGE Y 00 I "1 111.1 I_I • 000 Y 1:100 1 '.'19.709 0 01 :1 �, ,..,.. SUPPORT REACT I OING „,„,,,, ,.7►::II I rr' FORCE • X • • 88 lY Y :318') • Y jrj I ^1 77 Y 887.. ',FORCE Y • 10:. •'I•90 10..2.11 260 10 ..490• IY OMEN T: . X hioi:i.. Y :000 ;, 000 ►:• I v I. LSOFT STF ES13 Plus I„iAIYI INN CANOPY F'F•l1iE, 12 "• MEMBER FORCES AT INTERMEDIATE P'Iwl I NIT►+ "• "'. ' MEMBER DISTANCE F'l_'kL:L':i. X FORCE Y FORCE Z MOMENT X MOMENT Y MOMENT 1 z 5 .000 .887 7.164 .. 000 .. III „I 1„1 .000 3I:1'=l . '=r✓ 4- }ICS 1R0.000 •, ...887 . I „I �•:16 . 000 . I „III 1••I . 000 -338.0A6 i .1 ih10 . 000 .887 . -7.09:2 y' I„I II I„I .000 . 000 296.9A0 _ A .000 . I„I I „I I„I. „1)00 . 000 . . 000 . I„I 1 „III . 000 6 . .14.4.. II IxI 1••I .000 „ I „I 111 „I . I „I I „III 000 .000 . 000 E. 2:10. 000 .000 . 11110 .. .. 000 . I„I 1„III . 11011 .I100 .000 . ► ►r► % 7.164 „ 11X11 „1 . 111111 .000 :1111':4. ';x •} 1-1 7 100.000 . 8E1'% .0:16 . I„I II II „000 " .000 - •:1•,;►hd . I„I h�h 7 360.000 .087 -7 . II9.;:,' 0011 . 000 . 000 296.960 8 .000 .III „11x1 . 0100 ..000 . I„I I „111 . 11011. 8 144 . 000 . 000 y II 1 x111 .. 000 . 000 . 000 1;;1 2ICII;:I . IxI I„I 11 .000 . II IxI 1x1 .000 . 000 ..111„1 0 . 000 .000 n.326 .000 . 11 Ixl I1. .. 000 1::39. ' f 1„1'4 9 42. . I „I 1.111. . 01111 •L . 6 *t. 3 . 0011 „ 000 .000 J 4 . '927 % ;a 1:44 . 1„11;;11 „I . 000 .000 . 111;111 . • 000 M 111111 . 000 10 . 000 . 000 3.168 .000 .000 . .000 1.•„,4x;1. %',;x''Ixl 10 40.000 . Il I"I ll 1.384 .000 . 111:1 I „I .000 : :t 1 „ A E:I „I 10 i;t l;I . lI I:I Il . o I:I I;I 44 1;11;11;1 . I;1 I;11;;I „ 1;11;111 . 1.11 „11;,1 1:11111 9 11 . 000 . III „I I „I • 3 y 16 • 1 1 . 4I.1 . 11 II I „I . „.1111 II .1 . 5134 11 IEI 1„ I . 000 000 . 000'..' 12 . 0 I 1 I:I 12 42. 000 12 ,R4..000 .600. :: I V 1 l_E 11FT STRESS Plus -IAIYI INN CANOPY OPY 119•- II6-89 PAGE 13 HI%IN fl, fltI1.•I1t,1.' M1'14'/1.'A.1%.'I1.•I1l I1t I1: I{.'M•M1•A: t%11' I1' hlIMI1.• I%' 11.' % #fl. 1: M.'I1: If.'I1. fl I.!I1: AJ I\: IL•M'0,. 1*'II.'I1'Al 14' J0, A.'1111\'M' IfIM M.' M'Af A.' n /AI I1t I1•Ml M. tt.'H.•Mt _1=1AD I NGi '3 WIND L OAI:' N 8 JOINT INIT t:' I SP'L_AC EMEN S n'-I1: TOIINIT TRANISL X TF AN!L. 1' 1 Y I:I I_I I_I1_I I_I .00000 .2 .00000 . 1 :I 1:1 I:I I:I I :1 1 .00000 . I I I_I I_I 1_I I_I 4 .00000. . I_I1_I I_I 1_I 1_I 5 . I „III 0 0 0 Y 1:10 : i:wt ' .00000 - . I_I 1_I' ._Ilw 7 .00000' -.00.7'3r4 I I .00000 . IJ 0:2: i 3 9 .00000 . I_I I_I ,;? .i l_I 10 .00000 -.00238 11 .00000 - . I_I I_I'7, n ICI 42 .00000. . I:1I:I;;;8 ,�•,. I� MEMBER ENE:' . FORCE,31 I1: MEMBER JOINT FORCE X 1 1 4 . 2:32 6 - 4 . 21_12 . 7 -4.282 :1 :1 -4.282 0,1 4.2 :32 4 •-• 1 M :L.$J. 5 4,282 A .000 . f .000 A 7 3.211 II 3. 211 7 5 .000 .„ I .000 . IMI 5 -3.211 6 -3.211 A .000 10 .000 :L') 7 .000 . 11 .000 11 .1:1110 12 •. 11 LI I -1 4 „i 9 TRAI',ISL.. z . 00000 . 00000 .00000 .00000 -1.63614 - 1.631614 ...1.6361:1. -1.63614 -1.63614 ..1.63614 -1.63614 1.6361.4 FORCE YY . . 000 .• 000' -.000 .000 . 1„11.1 1,1 • . 000' .000 . 111,111 4..282 4.2•_:2 . 000 4.282 -.000 1 I:I I:I I_I . 000 .000 . 1.11.111 ,A00. ROTATION X -,01224 -.01224 -.00109 -.00109 -,00109 -.00109 -.00109 -.00109 - „00109 3.211 Y t. ;.21.1 • -3.211 x.211 • • 3.2'11 ::1. 1 .L . 11.211 .000 .000 .000 .000 . 000 1:11:1 I:I . 000. Y I:I 1:10 ▪ 01111.1 . 000 000.. . 0110. ,000. ROTATION Y . 00000 ▪ 00ID01) . 00000 .J.10000. . 00000 .00000 .00000 .00000 . 00000 . 00000 .00000' ..00000. IYIOIYIENT "X. 1:11:11:1 . 000 .101_111 000 .000 . 000 . 000 . • 000 . 001 :I . 000 . 000 .000 . ▪ 000 .000 . 000 .000 .000 . 000 ROTATION 7. • .00000' .00000 . I_I i_I I_I I_I I.1 . 00000. .00000 .00000 .00000 . . 00000 . o I:I (_101:1 . 00000. -00000' . 00000. MOMENT Y . 000 -616.550 . 000 -616.5-1 :1 . 000 -616.550 . 000 -616.550 .000 . 11011.1 . 000 .000 . 000 .000 .000 .000 • 1:1111:1 . 000 011.1 I -I .. ID 1;;11:1 • 111)1:1. . I:I 1,11••1 'MOMENT :2 -.000 .000.• .'1„111.1 Y 1_I ID I_I :0,001:1 4 1:11 :11:1. 1:11 :I I_I 616.550 616.550 . 1„11„11„1 . 000 ." •616. 'r-r'15 I: I -- 16 . 55 0 Ij I :11.:1 .000 1_I . 1:0:10.. . 11111 :1 . 000 (I �9 1 V 1 LSCIFT STRESS P1u >> Ivl INN 1_ :AI ICIF'Y 06-89 F'AGiE 14 1;11;10 • SUF'PCIRT. • REACT 1 °NS FORCE X FORCE C :E Y FORCE Z MOMENT X MOMENT 'Y .: l c'YIEI\IT` .Z . 0 011 .. 4 . 2:E:2 :3I 21 1 . 000, ` „ 000 „ 000 „ 000 4 „ 282 3.21' 1.. „ 000 . 01,11„ 1 „ 000 „'r1I. 0 -4.282 `3 21 1 .1_11)1„1 „ 1„1.1„11_1 „I`I1,11„I ▪ 000 -4.282 3.211 „ 000 „ 000 . , 000 :.. I V I L9OFT STRESS . Plus -IAh1 INN- CANOPY n• wr MEMBER FORCES. AT INTERMEDIATE F'O I NTI3 --- hEI'MIEIER DISTANCE ' FORCE X FORCE • Y FORCE C'' . MOMENT X t'ICIt/IENl ' Y MOMENT Z Fi . 111111 . 000 .000 I „ 000 ' „ 0'00 • „ 0.00 . 000 r-1 .L _II.I y 000 .000 y 111111 ;Aim „ 11111„1 „ 0 I 1 I.I I_I I„I 11 Fi • .:1A0',. 000 . 1111 I ,I „ 1„11„111 111„11„1 „ 1„11_111 ' y 11110 . 111 :I 11 f . . 11011 3.211 4.2E:2 A 144.000 . 000 : 4 ..,:8,,: I_. _'1_11_1„ I„I1111 3.211 4.282 7 „ 000 . 000 „ I :11:10 J. jr--40„ 000 „ i :i 1.111 ' . 111111 "% :-1F:,0„ 111111 „ 11 110 „ 000 . 000 -3.211 -4.282 .. „ 111111'' . LI I „III -3.211 -4.28:2 „ 000 144.000 . 000 . -4.282 „ 1.1111.1 288.000 3.211 -4.282 000 . 111111 y I „11 „I 11 . . 11110' 84.000 „ 111111 „ 111111 12 12 . „ 1 :11:11:, 11CAI: „0.1 :11:, • . y 11 1:11 „I 0 C1 „ 11 I.I I I „ 11 CI 0 .. . y 111111. ”„ 111„ 111 1. 1:11:11:1 „'1:11:1(:1 „,000 . „.,111.111 .„ 111111 '„ 01111' :.40:„ '000 . •y 00.0: y 111111 „ I„I I „I I„I ::,:;0„ 000 . 1,11„11„1 „ 111111 .. 111111 y 11011 „ 11111.1 ...000: • „ 000•.: . 42 „ I„I 1111 .„ 11011 •„ 0111 I y 0 111„1 . wl „ 1:11:1 I :I : . 000 ,,. i:l 1:11:1 000 . „ 11 1 :111' „.001 :I . 000 A16,„ cu5Ci „ 111111 -6 .F h.'„ . 1101 „1 „111111' „ 000 „ 000 ▪ 00 1:I y 000 1 :10o - A :1 h..Fi!wiI :I • y 0 0 I:I y 000 000 I :I I :I I:I :11:11•:1 .111„11,1 • . 'I:I I "I 0 01 :11;1 I„I I „I 11 • 000 616„ rr'iI :I I :I 00 I :I I :I 11 104. ._: I v I LE1oF'T' STRESS Plus .HAM INN CANOPY I :I9..I :IA°•89 i'«IiE 16. ' K• M1• M• n.• M1• n: n: n! n: n! K• K• n.• n: fN1' \ • n.• K• n: n: n.• n! n • n: n! n: n: K• n • n.• n: n: n•• n: n: n: n: Iw• • n! n: n: M1• n: n! n.• n: M• K• M1• M• K• n! M1• n! n! n: M1• n: n! n: IL• n: A! M• M• LOADING 4 WINE :' LOAD E W ,,Til i NT DISPLACEMENTS .:ri :1 I NT '1 RANSL x TRAI\ISL Y TRAIU'3L Z. ROTATION, X ROTATION Y ROTATION Z. 1 .00000 . Il Il rl rl Il .00000 . 11111111 11 ' . I:I II ll I:I I -.01216. 2 .00000 . 1111 I„I 1.1 I,1 • 1,11„11„11.11„1 .00009 . I „I I_I I_I I_I 11 -.0121A ;1 .00000 . I_I 111.111 I I .00000 . I„I I,J I,1 I,I rl . .00000 •-• . 1_I 1 a. 1 F•, . 4 .00000 . 1 1 111111 I I .00000 1 011.11,111 . I_I I„1 I,I I„1 I,I ' .00000 - . 1„I 1..:,1 h 5 1.73950 . 0111 1 5 9 .00000 . 01 I,I 011101 .00000 . - . 1.1112 _I S . . 6 1.7:7(950 .00159 . 01111/0101 .00000 l010101I.I . 0101010101 -.00285 ' f 1.7:71950' -.00199 .00000 . 11 I„I I, 111 I,I .00000 -.. I„I 1_I ,;_I_7'.;,;i • 8 1.7n990 - . I I0 1 r 9 .00000 ',AMU,' .00000 -• . I;;I I:1;;„I:I5 9 1.774950 . •1•:40198 .00000 .00000 .00000 -.00289 ICI9 1,0 1.7n95).• 1 01 .24096 .90000 , rl 11 rl I;) fl .00000 •- . I:I I:I 28 b_i . 11 1.7n950 -.22998 400000 .00000 . 0111 1/1101 •• -•. 001285 12 1.7:",4950 _ - . 2'2998. .00000 .00000 «00000 - ..0101,1,;;5. 5 K•n: M• MEMBER END FORCES n: n.•M• MENDER JOINT FORCE X FORCE Y FORCE '7 L 1 -2.0A1 •M:. F_•,EI,;:' .000 6 2.861 -2.682 .000 .i�.1 2 2.:361 2 . A82 . 000 7 -2.861 -2.6R2 .000 11 :3 2.861 2.682 .. .000 I :I -2.861 2. 6 8 2 .000 4 4 -2.861 .w . 1'„ ,I :I2 .000 5 2.861 -a::• Fir ".:;a;; .000 5 A -2.A82 -2.061 .000 7 -2.682 2.1861. .01010 6 7 .000 .000 .000 8 .000 .000 .000 ' J 5 -'7,.602 . -2.061 .000 I :I A:2:2 2.. :2: F .000 t ICI 5 ■ I „11,11:1 .000 .000 6 •, . 111 :11„1 .000 . 111101 „/ 6 .000 .000 .000 10 .0u0 .000 .000 I, 01 7 .000 .00U . I „I 11 I „I 11 .000 .000 .000 11 1 I:;1 .000 11 1.1 I,1 I_I .000 12 .000 .000 .000 MOMENT X ` MCIIYIEI\IT . Y . .MOMENT. Z .'010111 . 011111. ,000, rl 0 0 .000. 514. 9 4 4 . 011,11,1 .000' .900 011:1 . :166' .rlrirl 514.944 . :.'000 . 110101 .900 . 000. . 010111 514.944 «000 .000. .009 .001); .090 514.944 . 000• . 00rl :..51.4. 944 . 000 :900 • - 514.944 . 000 .000 . 1 „11.,11 „1 ■ 111111 .900 .111101 . 010101 .01010 -514.944 ▪ 000 .000 -.514,944 •. 1.11„101 . .000 .010111 '000. . 1,11 „10 . .000 -.000- . 00rl .000 . I;I rl rl 0-Job . I :1 rl 1 :1 . 010101 1„11,11„1 •• .011101 .1111111 111111 .000 . 010101 . 010101 . . 010101. . 000 .000• . I :II :IIJ IdS CIVILS1:1FT TRESE •PII.s IMAM • INN CAI'IiDFPY 09-0E-' .17 '000 Y 000 Y 000 . I:II:I0 00o. .. .„ 001 000 Y 000 n.'wnr PPrIF1T •.FiEAr:T IONS' .."•'" "•' ''..10 I NIT r FORCE .Y FORCE Y FORCE Z P _ 1 -..a: Y A82 -2.861 u 000 . .t.. .-2.682 2.861 000 3 2 A82 21:361 00 4. -2.6:.F12 -2.861 000 IYI'JMENT X :. LI 0 1,1 I;I I:I I:1 ;:riI�II,I Y 000 bIVILSc1.IFT STRESS Plus HAM INN CANOPY "" I +IEHBER • FI :tFo:;E`:+ AT INTERMEDIATE POI I NITS 097064,49 r''AIsiE 18 MEMBER DISTANCE FORCE X FORCE Y FORCE MOMENT X ',MOMENT Y MOMENT Z ▪ I „11;;111 . 000 1R0.000— . . M r4 -2.861 Y 000 Y 000 '. Y 000 -2.682 ... 1,_i h_. f , y I „I I„1 I„I • ' y 000, .. 111111 Y 000 -2•..,861. . . 000 Y 111 „I 11 Y 000 . 2 Y A82 I'2 •- 2.86 1 Y I_I I_I 0 ., 0 I_I I_I Y 000. 7514.944 w.514y94 :3 000, 514.'944' F. • . 000' —000 Y I_I 1„1 0 . 000 • . 000 ' • Y 000 , 000 A 14 • 000 .000. . I „I I_I 11 Y 00 1,1 • . Y 000 . 000 Y 000 • F•. • 281:1.000 .000 . 111111 y• 000 . ,000 . 111111 .. Y 000 • 7: .000 . -• r Y h.R,w -2. 86 ,I 000 . y 000 Y 000' -5t4.944 „) . 000 -2. hti 1.'i, - Y 861 Y 000, • I_I 0 I_I .. I „1 I_I I„I . -514.943 '/ 1 Iml I_I Y 000 • . I_I 0 11 - ... 861 . 000 • . (10,0 y 000 Y 000 . 7 360.000 . 2 • f.:.1:;I2 -2. I_Ih_. ), . 0 I_I I_I . . 1111 0 . 11110. 514.944 Y 1.11.11_1 . 0 0 I„I Y I_I I_I I „I . 000 , . 000 Y 0110 . 00 0. • . 1::. 14 I Y I„I I_i I „1 . 000 . 000. . I „I I_I 1_I . 0 0 0 . 0 1111 000 • I,r„ I 288.000 . 000 . 000 .'000 . 0 1_I I „I . ..' I_I I_I I_I ` '. 000 9 • . 000 Y 000 . I„I I_I 0 . I_I I„i 1„I' ' .4)00' 1„11111 42.000 . 000 . 1 „1011' . 1 „11.11.1 Y I „111 I „I • 84.000 . 000 . •I_I I„I I_I . 000,s ..11 I_I 11 ` 10. . 11011 000 1100 . 01111 Y 000 10. I_I 4I „I . I_I I „I 11 , . 000 . 111111. .',600- I_I I „1 I„I . 000 11.1 80.000 . 000. . 000 Y 0011, . 1_II„II„I.• 11 , . 000 . 0001. . 0110 I „11 „11„1 •1 1 40.000 .000 1„I 11 I„I . 00 ,0. •11 ” 80.000 . 000 N 111111 . 000, 12 12 .12 • 84.00a. 1 „11„11„1 . 006 ,. 1 „11„11„1' . 9 I „III 1.11 „11„1. . 111111 .'000 w” i I I „111 . 000' .1i00 • 11 0 0 0 Y 0 0 0 / .:::IVILSOFT STRESS Plus HAM INN C.NOPY • 09~06-89 PAGE 19 °°~°~°=~°=°°~"=°°°~°°~°°°"=°"°°°~,,,".°.°°~=~~~~IV°~°'~°~=°~~~°~~°°°~° LOADING 5 DL + SL CAGE FACTOR TITLE : 5 1.000 DL + SL 1 1.00O. DEAD LOAD • 2 1.000 SNOW LOAD �=~ JOINT DISPLACEMENTS ~~~ JOINT TRANSL X 1 ^00000 2 .00000 3 .O0000 L. 4 .00000 5 ~°011G4 6 ~"01184 7 ~"0140g -"014V9 9 -"01184 10 ~.011B4 11 •°014O9 12 -.01409 TRANSL Y ▪ 00000 . 00O00 "00000 "000O0 '-"01l31 ~.01131 -"01107 -,01107 . 26307 . 26OO7 "26654 . 26654 C~° MEMBER END 'FORCES' "~~ MEMBER JOINT FORCEX 1 2 :3 4 5 6 � G TRANSL Z .00000 "O0000 00000 ~00000 ~°000O2 . 000O2 o 00002 -"00002 -,00002 o 00002 o 00002 -"00002 ROTATIONX' ROTATION: Y .ROTATION Z: -"00004 -"000U4 , 0O004 00004 ~.00007 "00007 • 00007 00007 00007 o 00U07 . 00007 -"00007 ' ` ▪ 00000 .00198 , 000O0 -"00184 , 00000 -°00184 , 0000O .00198 "00000 _.00O77 .00000 ~°00377 00000` .00391 • .00000 •"00391 .00000 ' � ~"00310 00000 -"00310 , 00 00 ' .00333 .00000 .00333 FORCE Y FORCE Z 1� ��0.�57 '-1.655 � .0�2`` �°000�� ���' 000 ` . 1.655 -.032 ,000`��� -6.134 1.655 ,032 �~0 0 °00 -1.655 ~.002 '� "O00 ~6"134 1.655 `` ~"032 � "000 "000 ~1.655 .032 u C100 ' 6°134� -1.655 -.03` .000 � .000 1.655 .032 .000 6.134 13"371 ` "000` "000 .000 13°236 ' .000 ` .000 ' �' .000 "424 "000 . '.000 "0U0 ,424 .UUU .000 . ,000 13"371 ,000 ' `� °000 "000 13.236 "O00 �'� . �,00 ��� °000 . 424 � � "U00' � �" O[|��� . '°0O0�� . 4�4 �� 000 '�' 000 /` 000 ' ° " � ` � .� 6 ~20°003 2 20°226 7 -1g.57O 3 20"226 8 ~19"57O 4 20"657 5 -20"003 6 ^~ 655 7 ~1.655 7 .032 8 ' -"032 5 ' 1.655 -1.655 5 832 032 6 ,.� :• -.MOMENT -317.7O0 "000 .317.730 . .000 317.730: • �.000 -317"73 578.479 ~554,237 6.134 -6"1:34 `578,479 -554"237 • :..6.434 • OTF E`:+ti -IAhi INN CANOPY 9 111 7.1 "I 7 It I:I'a --I :. ,--89 • „ 110 0 000 • 111111, • 4 00 1:1 „ II 0 0 . II00 . 01111 „00 II . 1 :1. :3 • . 0 1111 . 12 ' „111:111 „ 01111 9 . PAGE 20 260.749 „ 000 236 i. 5017 • 000 236 . 5017 • 0it11. 260 .. 749 000 "-”. SUPPORT REACTIONS .rOIN r FORCE X FORCE Y 1 1.655 21.1. 611 {7 2 -1.655 2:I-I . :2r .l.. 3 -1.655 A.0. A i•• 4 1 . 653 20.657 FORCE 2' . I +1100 LENT: X . 032 000, 03'2 . 1:11111 n.. 032 111111 -°„ 032 .. . . 000 MOMENT Y „ 000 0011 . 1100 . 000 :1 v I I_s0F T EiTFcESS P 1 us WW1 INN CANOPY • 09-06-89 PAGE iE 211 ""' MEMBER FORCES AT: INTERMEDIATE PI»I I NTS IIEME ER DISTANCE C✓ ORCE X FORCE Y FORCE ,Z ' NC1MENT X MOMENT 'Y MOMENT Z r . 000 1.655 5 11710„008 1.655 5 ,:If_ I „1 „ 1.11„11 „1 - . 1 . 6,55 13.37.1 N ► »►67. : -1 . 236 fH, „ 000 ; „ I „I 3 2 Y 4:24 f, ' Jr -4• 4 „ I „I I„I I„I „ I„I 000 6 V'rIM►IMI y 000 w I.•I •.:►.,w „ 4x.24 11 9 9 9 .. 000 18'1. 000 :3 e, 0 „ 000 „ 0I „I0 144.000 288 „ 000 ▪ 000 42.000 :714.„ 000 „ 000 1MI1 :1„ 0' :'1 :1 1 Y 55 13. 3► 71 1.655 N 06 1.6r55 1: „IN 236 „ 0 00 , „;I »I 0 1 :1 .000 000 y 000:: , . „ I„1 I„1 I„I . I „I I,I I:I „ 1 „11 :11 „1 •„ 00 I) f_ „ :208 4 „ O „ . ..01)1:1; „1„1 „1, 3„ 1 04 .666:: . „„„ • . „„„ .„, I „„„• w• „„„ • „• „„ !i Y 91:3 „„, N „„„ w' 010 2 ; 9F.16 ,6,17 00 6,01).0'. • •„ 000 . 010 010 „ „„1. 1 • y „„„ „ ww„ „„„ • „ 000 „:000 5 „ 91 r 3 .,„ I,1 I,1 I „1 . ” I „I 0 I„I ,. .:�. I,1 „ 000... . „ 111_1 1.1 r,rw w I.�5f.i. . 000 ' Y 000 .806000 w I „I I »I I „I y 000.. „.1 „1I I1 „1 „' I „1 I „I I „I „ 1„11„11,1 ' „ 1.11„11 „1 • 6.2 I „I . „ 00.0 •,, 000 4 2 M I „I I„I f „I ...066 3 Y 1 I.14 .000:1 ,",;'..00,0 04.000. „ I „I 61. ' Y. • 00 I„1 N .1,11„11 „I : w 111„1 I „1 . » : : :578.479 :0: A:40„957 Y „„„ 154 Y 2 37 .fy 134 -24..408 6. 134 ,.»»» 57 3 , 479 „ 0:0 -A30 Y 7 y »» » F 54.'237 y 001) 000 o, I»I 1 :11 »I 6.134• 6...134 260.749 6!51187 ' M „ 000 23A. 507 H9w 127. • • .,Aoo:• , ,.,000 236 Y507 000 • 000 I„I 0111 260.749 N. 000 f, i„ 187 ▪ 000 „ 000 1�0 nVILSOFT STRESS Plus lAM INN CANOPY LOADING 6 DL f WL + SL/2 N S :CAGE FACTOR / 6 1°000 1 1.000 2 50O 3� 1.0O0 ivr" TITLE DL + WL -F SL/2 N S DEAD LOAD _ SNOW LOAD WIND LOAD N S JOINT DISPLACEMENTS JOINT' 1 2 3 4 5 6 7 8 9 10 11 • 12 TRANSL X o 00000' "0O000 o 0O000 400000 -..°0867 -"'00867 ~°01032 ~"01O32 ~.00G67 ~.0O867 -.O1032 ~.01U32 ~~= TRANSL Y , 00000 ,00000 o 00000 °00000 00601 -.01077 ~,01060 -.00584 "194E�7 .1901U ,19264 .19740 • MEMBER END FORCES =~~ MEME)ER JOINT FORCE X 1 1 19,693' 6 .19"U40 2 19,378 7 -18.725 3 10,815 ~10°161 4 4 11,130 5 _10°476 8 5 ` 6 1.212 7 '�_1.212 6 7 3.248 O O°179 7 5 � � 1.212' ' ~1,212 � 8 5 -3.479 6 -O,243 n 3 • TRANGL Z o 00000 . 00000 . 00000 o 00000 -1"63616 ~1.63612 ~1°63612 ~1"63616 ~1"63616 -1.63612 ~l.636.12 -1.63616� • • • • • • • FORCE .Y FORCE -1"212.� 1"212 1.212 _1.212 1"212 -1.212 -1°212 1"212 9°789 9"69O 4"70/ -3"857 9°789 "690 ~3^857 4.706 09-06~89 ROTATION X ~°01228 -.01228 ~.01220 -.0i220 -"00116 _ 00101 - " 00101 • ~�00116 ~"00116 -.00101� -,00101 -,0U116. PAGE ROTATION Y ROTATION Z •. . 00000 .00145 °00000 -"00135 . 00000 � -.08135 .00000 .00145 ~ 00000 ~"00276. .00000 -.00276 "00000 ` .00286' o 00000 .002E6 .00000. .00 ~.00227 . °00000 .00243.: ' ,` 2 •. MOME t 'X ,3.243�� ~3.�� �3°243 -"243 3,179� 3°179 -3°179 "000 . 000 • 000 .000 °000� "000 ~000 • 000 00U ° .000 . 000 • 000 • 0I)0 ' .000 .000 • 000 "000 ^ 000 , 000 ▪ ° /V0 " 000 ''- o 0U0� MOME:NT .Y "000^ ~622.6O4� "00U� -622.684 "000 _610°416 "000 ~610"416 ,V0V .000 "000 "000� "00| °000 "000`'� .000� MOMENT Z °000 -232.611 000 232°611 "000 232°611 �.' "000 -232.611 423"505 -405,757 622°684 610.416 423°505 ~405'757 -611).416 • i :IVILGcOFT STRESS P11.:1", 4AI4 INN CANOPY 9 6 111 10 7 11 11. 8 12 12 ▪ 1.100 . y 11 1111 11I:11) • 000 . 1 :11 :1 I :I • . II 111„1 . 000 ▪ 000 ,...„..M. SUP KRT REACTIONS FORCE X • 1.21: 1.212' 1 .2 12 FORCE Y 19. A9 :3 19.:317: .101.1115 11.130 d.545 1 . 000 4. :329 . I :I 1 :11 :1 4. 329 M 000 y 001 :I • 01:111 . 000 . 000 .11oII ..000 .'000 .000 .1)00 •PA► iE • :2:3 191 :I Iw9 y y 000 17 :3.1.47 . 111111 173.147 . 0110 190. 894 11111„1 FORCE • 3.243. 3.24 :3I S. 17:+ .111 :II+'IGNIT• • X 000 • 11110 „ 00,-„( .:000. :IVILSOFT STRES`_c put; •-InIYI INN N C :ANh :►I ='Y "'" MEMBER FOIRC :E + ' AT INTERMEDIATE P1::' 1 NTS - MEMBER DISTANCE 5 0 • .000 1:30.000 :360 „ I :I 171 :I f . , Y 01:1 I:I F. „ 001 :I 6 144„ I :1111:1 2 8:: u 000. „ • •7 7. • .000 180.000' 360.000 1 :1 000 144Y►00►:' 'i '74:11.71. 000 • .000 42.000' 04.000 12 1.:2 :12 Y 000 • 0I:II:I I :I9-•I :IE -R9 PAGE 24 .FORCE X FORCE Y FORCE L MOMENT- X MOMENT Y IYII :►MENT :7: 1.212 1.212 1.212_.. • j N 3 :.J 'i. �� :I. 243 • N 032 179. 1.212 1.212 1.212 =► « .1.79 -0:712 3.243. 9.789 „0.9 .9.A90 4.706 4N7U6 Al .282 3. '357 9.7 : :9 I„I.19 9 „ h_.' „i I„I 3. 857 000 4.329 -2.164 „ 1;11:11 -1 „ I „I Ix► ►x► .,_ N 1 h•'•l 001:i ,0 00 I :101 :I •1N545. 000 . 2. 27:3 . • „I :11 :10 .00 0 000 w 000 . 000 000', .'000 .423A 0F; -461.924 I•► :► 757 . 000 F_'�.22„ M_.8•:4. u '000 A22., A82 . 000 . -:24 „ 4 0 8 u I „11x11 „I -610.416 • 0011 42:1 505 000 -461.924 ,000 41.I5 Y 757 . 000 - 61 0 N 416 „ 01:0 - 611 :1.414 . 000 -24.408 . 000 . 622.684 000 .000 „ IxI I :I, I:I: 000 • i „I I „I 1 „1 • „ 000: „ 00 IxI 001). I ▪ „1111 „I 190. 894 47. 724 173' 1.47 „'I „1,1,11.1 1724.117 43.287 .1101) .:.190 89•:1•. 47 « 724 60 0 1 i : :1V]:L` OFT STRESS F'].0 -IAM INN I::AICIofry I :I9- I :I6•• ::9 PAGE MJA•A'n: n•nln: nln:M1'n.M•nlh'IM•nl n.•n!M!K'A•nl n'M'n.', ..•, 'A•nlnln: n! M.• n! M• nl f\! nlA 'n•A•n!Mln••Mln•M!A'M'MlM!A•nl A•nln.•n/A'Mln!n'A ' n•A•A'A' LOADING 7 DL + + SL /2 E W CAME FACTOR • 7 ' :1 . i_I l i it 1 1,000 4 1.000 iwww TITLE I:1L + I, 1L +.0L/2 E W DEAL :1 LI::i(r..:1 SNOW LOAD AL:1 WIND I...I :IAL :1 E W JOINT DISPLACEMENTS JOINT 1 2 4 Iy1 7 I•:;1 9 10 11 12 TPANSL X TF;ANS L 1' . 00000 „ I„I 0 I „I 0 Il . 00000 .' I:I I:I I ,,I I,, ",I I:I . 00000 . I„I I„I I„I II 0 . 00000 I I I„I 11 I„I I I :1.731 :IE:3 -.00680 1.73083 y II I „I F I „I 1 Y 729 « -.00981 1.7291:3 -.00981 1.73083 Y 4334. 7 1 • 7 :31,1A:3 .43347 1.72918 -.03456 1.72918 . 0:34. 5A n.'A•n.• MEMBER EI\IL'1 F I3R•I_'E3 f�•r.•r: ^1 FORCE X 12.551 51 -11.897 17.957 -17 . 3 I„_I 4 1'7.957 -17.304 12.1-,5.1 -11. 189 7 1..4711 • "1./394' .032 1.4.70 -3.894 0:32 6 -..032 TRANSL. Z „ II i :1110 . 01-moo • o I,I 1 „I I„i I „1 . 00000 7.00002 .00002 -.00002 -.00002 . 00002 .00002 7.00002- FORCE Y 1 ..470 1.470 :3.:394 3.894 -3.894 1.471 :I -1.470 1J. 1 :i 7 6. ,'w' 2I.i 1 2 5.5 1 .�. Y 1 Y 4241 6.92A 1.G ..'1 »'l l .424 '.424 ROTATION X . II00I„I.4• 7,00004 • o oI :104 ,I :0004 -.00007' • 0I :1111:17 . 00007 -.00007 -.00007 . 00007 .00007.. FORCE E Z i :132 -.• 032 7.0:32 • 032 „•• • 0:712 • 0:32 • 000 • 1:101.1 „ IIII0 „ 1,11:11 :I.. „ I „1 I „1 I,.1 .01"A .000" ROTATION. Y „00000. -.00000 ,00000 "00000 . 00000 . 00000 .00000 .00000 ,00000 • I :11 :11 :1011 .00000: • I :I I :I I :I I :I I :I -} r_; ROTATION Z „ • 01072 -. 011351 Y I „I 131!31 7.01072 -.005A1 .4210000 • 1„1 I „I i„I i10 -.00512 ... 11 i :i!312 • • 0I :III42 --; IIII042 MOMENT.. X 'MOMENT: • . I:I:II :I . I „11„i i„i . -6.134' .000 ,000 • I :I 1:111 .'000 .000' • . II I „I I.I . :.000 ' y 1„11„111 . 000 . 111111 . 000' . .00i►„I • o I :I I :I • 1:11 :I I :I . MICIIYIEI'I"r . Z „ I :I I :I I :I 2:32 3: I :3 ,000 747f 1 Y!.1MIrl. • 000 •• 747.55. ''282.433 791.439 7920.701' r,"• . 134 76A34 7'91.4:39 7920.701 . IC IV:[LGCIFT STRESS P1us HAIYI INN CANOPY PAGE 2A 9 Ic1 „ 000 4 „ 545 r 000 « 000 10 I „ 000 „ 000 , „ 000 „ 000 10 I % „ 000 4 „ n29 « 000 « 000 11 „1:11:11 :I „1:11:111 „I:II :II:I „1:11:11:1, 11 R „ 000 4 „ 329 „ 11 CI CI „ 000 12 .000 „ 000 „ 000 ;, 000 Fl „ I.I I „III ry . r i 4 5 „ 000 „ 000 9 „ 000 „ i,l l „11:1. „ 000 „ 000 E: „ 000 173 „ 147 ▪ 000 17::x.147' 190 „ 000 „�..: -1 ▪ 000 SUPPORT REACT IONO • .:rc ]:NT FORCE, X FORCE! Y FORCE Z . IYIO rIENT X Iv10IYIENT: Y. IYIC'I TENT Z 1 1 „ '•171 „I '12: « 55 A, „ '0 32 „ 1 .1 I.I 1 „1 „ I„I c10 1 . r 000 2: ' -3. 8 94 17 „ 957 r I „I fit2 „ 0 I„I 0 „ 0 (I 0 „ I „I 0 0 ._I 7 .;I„ 894 1 7 « 9'.17 • „ I „I .,_i a;„' „ 1„ I I„I 0 • „ 000 „ 000 '•I 1.470 12 „ 5 5 1 „ I «I 32 „ I „I 0 I 1 . „.1,1 I_I I „I „ 0 1 „11.1 lIVILSOFTSTRESS Plus HAM INN .CANOPY 09-06-89 PAGE 27 =°° MEMBER FORCES AT INTERMEDIATE POINTS ~~~ MEMBER DISTANCE FORCE X FORCE Y FORCE Z MOMENT ^X MOMENT Y MOMENT Z F. "000 -1.470 A.9 2R "000 .000 .000 -91"440' 5 .000 -1°470 6.928 .000 .000 ,000 ~91.414 5 180.000 1°212 ` _2.812 '.00O "000 .000 -461.924 5 360.000 3,894 _12,551 "UUU ,U0n ,O0 0 920"701 6 °000 °032 .424 .000 �.000 ' ',000 6°134 6 144"000 ~032 .000 ^000 ''� ` "000' .000 � ~24"408 6 288"000 °0�2 -.424 "000�� � .00V` ~000 '�� 6°134 '' �� _ ' � ' 7 .000 -1.470 6°928 .000 , "000 ,000 ~91"440 7 °000 ~1"470 6"928 ,000 °000 .000 -91" 7 180.000 1"212 ~2"812 .000 .000 °000 -461"924 7 3A0.000 3.894 -12.551 .000 ` ` .000 ` . OOO 920° 701 G "000 ,032 .424 .000 .000 .000 6134 8 144.000 .032 .000 "000 ' .000 '.000. . _24.408 8 288.000 .032 ~"424 . .000 .000 °0O0 6° 134 ' � 9 .000 .000 4"545 ,000� ,000 ,000 190°894 9 42"000 "000 2"273 °000 .000 "000 47"724 9 84.000 "000 .000 ..000 ~000.� �^U00 � "000 �, 10 .000 .000 4,�J29 � . 000 ` � �� �.000 ' .000 173.147 10 40.000 .000 2"164 .U00 °000 ',000 43.287 _ 10 ::3O.VO0 .000 °000 ` "000. "000�''` ^000 .00 11 .000 ` ° 00 0 4.329 .000 u 0 0 0 0 " o ° ° 173.147' 11 40.000 000 2.l64 �� .000 ` °00 � 000 ` 43.287 '' 11 e0°000 ,000 °000 "000 � "0OO`� . '�'"0UO\ ��� �"000'' 12 .000 "000 4.545 ` °000 .000 ' "000. 19 0 ,894' 12 42.000 .000 2.273 .000 '�� .0 0 "000 �` �� 47.724 12 84"000 "0O0' "000 "000 ` ` "000 | °000'� .'�~0VU ` [ CIVILS[FT STRESS Plus. HAM INN CANOPY 09~06-89 PAGE =°"".="^°==°"W=°~~"=,~=~°~~~"~~~=~~..".~"'~.=�"°".°~".."°=~"~~~= LOADING 8DL+SL+WL/2NS CASE FACTOR 8 1,000 1 1°000 2 1.000 3 .500 • TITLE DL + SL + WL/2 N S •DEAD LOAD SNOW LOAD WIND LOAD N S JOINT DISPLACEMENTS JOINT 1 2 3 4 5 6 7 8 9 10 11 12 TRAN5L X o 00000 o 00000 o 00000 . 00000 ~"O1184 ~"O1184 ~°01409 -"01409 -°011G4 ~.01184 -~D1409 ~°01409 ~=~ TRANGL Y "00000 o 0000O , 00000 "00000 ~.01012 ~.01250 ~,O1226 -"0098G . 26427 .26188 ,26535 .26773 =~° MEMBER END FORCES .' ~" MEMBER JOINT FORCE X 1 1 22.798 6 -22"144 2 2 22"367 7 ~21"714 3 3 1�°0B6 8 ~17.432 4 4 18.516 5 -17"863 5 6 1°655 7 ~1°655 6 7 1"638 8 1,574 7 5 1°655 8 ~1°655 8 5 -1°574 6 -1"638' C- TRANGL Z .00000 "000O0 "00000 -00000� -.81809 -"8t805 -"81805 -.G1809 ~"818O9 ~"81005 -,8i805 ~"81809' FORCE Y ~1"655 1"6�5 1,655 -1.655 1.655 ~1^655 -1"655 1.655 13.371 13"236 2.565 ~1.717 13°371 13.236 _1.717 2°565 � ROTATION X ROTATION Y ROTATION Z -"00616 .00000 "00198 -"00184 ~,00184 . 00198 -"00377 -.00377 . O0391 o 00391 -°0031O : ~"00310 FORCE Z 1"638 _1"638 1"638 -1.638 1.574 ~1.574 1.574 -l.574 . 000 . 000 . 000 . 000 °000 . 000 . 000 . 0n0 -.00616 -"00608 -.00608 ~.0O062 -"00047' -.00047 -"00062 °00062 -.00|47 -.00V47 ~"00062` MOMENT X ~ 000 "0O0 . 000 . 000 . 000 . 00O "000 .000 o 000 '.V00 . 000 °000 "000 .00 00O� 000. . 00000 .00000 . 00000 "0000O .00000 "OV000 , 0O0O0 .000O0 . ,'00O0 "00V00' • .00000 .O0VO0 MOMENT �°000 ~314"409 o 000 -314"409 , 000 -O02.141� . 000 -302.141 ,0O0 .000 -O00 000 o 00V .�.0 "000 ▪ O00 -MOMENT Z "000 ~3 7.730� "000 317.730 .O00 317"'73O . 000 ~317.730 5'7G°4 79 - 554 "237 314.409 302"141 578"479 -554.237 -302°1.1 ~314.409 t:TVILI^;I_IFT. STRESS P1u:.• HAM II\II\I h: ,NOPY • I :I9 -•0A -89 f 000 • 6.20 „ 000 „ 000 10 „ 000 „ 000 „ 0111„1 „ 00,0 10 ) „ I:I 1:11 „1 5.91:"'I „ 000 „' 1:11:11:1 1'1 ' . „ 000 . „ 000, . „ 111111 •.. „ 000- _I • „111111 5.913 „11II11 • „1 „111 12 „ 000 . „ 000 „ 000 .: ,; 000 12 !,„� „ 000. A_ „ ..I „I :„J „ 11111 „1 .„ 11110 • 9 „ 11110 „ 0110 y 000 I 000 • 11 PAGE 260. 749 . 000 2:36„ F107 • „ 000 236.507 1:100 2h11 „1 „749 „ 11 1111 SOP PORT REACH T 10N ,„r011 NT i c'r,1_:e X FORCE Y Fc'r'_:E z IY0I +EI\11” X l OMMMENT Y MOMENT Z 1 „ t..2.55 �_ :'. %:0M 1 „ F..3_ „ 1 11111 ,; 111111. 2 --1.0,-7.,55 22.36...7 1.638 „ 11111„1 y 1„111 I„I .j .1.1:.'155 11„;1„0..7.1y 1.574 •111:111 „1:11:11:1. 4 1.655 18. r:311.":. 1.574 „1:11:11:1 ,1:11:11 :1 ifC:IvILsorT pTREG'ry F'II.•1 i i..IAIY1 INN h:ANI:IF'Y . ^.4..,,0 MEMBER FORCE` . AT INTERMEDIATE . POINTS MEMBER DISTANCE FORCE X FORCE Y FORCE z MOMENT X MOMENT y MOMENT z Ci .000 1' . f,'. r i "„i 13.371 Y 000 .000 . 1„111 I„I 578.479 5 1 r„,i l„I Y 011„11„1 1.655 N I;;I t•.') u 011101 „ 0101 0 .000 ••.6:10.957 5 36 1 „1 N 1„11„101 1.655 1 •;j N 2 _ 01010 . . I„I 1101 .000 rr4 „ 2 17 h. .000 1 N F. :-.18 .:» . C'1 h. r,�1 Y' 000 .000 . rl 1 „101 314.409 6 .0f) 0 1 . h. •I 2.56N .000 : „ rI I„I I„I Y I„I I „11„1 314.407 . . A 144. 001) Y 1'1 I;a? 2.141 . x111 r1 „.11 r1 rl .000 -2 %� „ •� rl; I �...1 288 u I„l 1 11„1 -1.574 , 1.717 „ 11 111 -' ... w ri 011 „1 .000 . -302.141 7 .000 1 . F..5 M 13.371 . 111 „11„1 .0 00 .' I „1 I „1 I„1 578.479 7 180.000 1 . ..':i' 1 . 0t67 .000 .. „':I „11„101 ..„ 0100 -630.957 J 3A0.000 i .�_ j t � w 1x1 r:r rrr r, I . 1:11111 J. c i 1 �4 • J.. 717 r1 I „I 11. . 011„1 I „I „ 000 : „� 11. . J. "I J 1 1 . Y 0 I.I 1 -1.574 -1.717 . rl 1111 . 0 1:11;1 . 111111 :302. 140 I:1 144 Y 111111 .0n2 „. 2. 141 . 000 . 000 N 000 . -24.408 8 288.000 1.638 . -2.565 . 0 1111 „ 11111; I „ I„I rl I „I 314.409 9 .000 . 1 „1 I „1 I „1 6.20R . 11 I„l 1 „1 . I„I 1 „I 0 .000 2 F.I..I . 7 49 .000 ;. l „- . x0„ . „„„ t : . 1 0 ) • N r„„ „„„ 9 84.000 .000 ..' I „I 1„I 01 .000 . I „I I„I 11 .000 '. . I„I 1 11„1 10 . 000 . 0 I;I 0 10. 4I „1.01 I „101 ,; 011.101 10 80.000 11 .000 11 • 0. xl rl l „1 11 :80.000 12 12 t . 010x1. 4:2..000 84..000 o.913 2 95A CI CI 0 6.20R 3.1014 rl Cs rl . 000 . 1 I 1 „11 „1 • 0101 I „I „j „10x1 . 110101', N rluu 1 :11) I„I hol :::IVILSOFT'GTRESG Plus lAM INN CANOPY • 09~06.89 PAGE =".""'^°~°"~~°w".==".=.=.=~,.=�~°~°=e=~=°°="=°~==°°~°°°~~ LOADING 9DL+SL+WL/2EW CASE FACTOR TITLE '' 9 1.000 DL +SL + WL/2 E W 1 1.000 DEAD LOAD 2 1"000 SNOW LOAD 4 ' "500 WIND LOAD E ~°~ JOINTDIGPLACEMENTS ~~~ JOINT TRANSL X TRANSL Y 1 °00000 "00000 2 "00000 "00000 `3 "00000 "00000 4 .00000 ` °00000 5 °85791 . ~"01052 6 .85791 -"O1052 7 .85566 ~.01187 8 °85566 ~"01187 9 "85791 ,38357 10 .35791 .38357 11 "85566 °15175 12 .85566 °15175 010 A.• MEMBER END FORCES °�~ MEMBER JOINT 1 1 6 7 3 3 4 5 6 7 6 7 7 1 4 5 G 8 5 6 FORCE X 19.226 ~1G.573 21"657 ~21.003 21"657 ~21.003 19"226 ~18"573 ^314� -2.996 .032 -°032 .314 -2.996 "0 ^ ~.032 TRANSLZ .00000 o 00000 • ~00000 "00000 -"0O002 "00002 "00002 -.O0O02 ~"00002 o 00002. • °00002 ~.0U002 FORCE Y -.314 . 314 2"9g6 ~2.996 2.996 ~2.996 ~°314 o 314 11"940 14. 667 .424 . 42. 11°940 14° 424 .424 ROTATION X' ~, 0004 ~.0O0O4 .00004 "00004 �"0O007 • .00U07 -"O0O07 .O000�,' ~0 0O7.' ~A0007 • ^ ROTATION Y • "00000 00000` ,:.0000o o 00000 o 0O000` °00000- . 0000O .O0000 "000VO' •• 00000 . "°""" , 000UO • "00000 FORCE Z'' `.032 -.O32‘ .032 ~.U32 . 032 -"0O2 "032 . 000 "000 , 00O , 000 o 000 . 000 o 000 ' °000 MOMENT X "000 ' .000 • `"000 •00 . 000 . 000 .000 o 000 • .000 '"000 • o 000 ' • .000-.. • "000` • :31 ROTATION Z ~.0041O -.00792 ~~00792 -°n0410 -,00519 • -"00519 .00248 ~00248 -.00452 •°00452 ,00190 ``.001g0 • • • MONENT.•Y` _6.134` "000. "6'.'134 •UU0 6.134 "000 6.13 "000 0U0 • .000 000 • w0U0 '"000 "0 0 MOMENT 7. "000 _60.258 . 000 575.202 ^ 0V0 .575.202 "000 ~60,258 32l"007 -Gi|.7U9 6.134 ~6.134 321,007 -811.709 6.134 ~6°1a4 ' ���p+~ K*�^�� I V 1 LSOFT !=1'1'RES$ AM I 1 I� N�I i AINIIJF Y 6, 10 7 11 11 12 5 I°' 11.1 :. :09-06-89 'AI„IE' Fri y 20R „ 000 erg y. 913 y 0110 „9131 y II0I „I y 000 261:1. 749 ;, it 1111 236. 507 „ 111111 236. 51:17' y 11110 260. 749 ,.1100 81 IP.PCIRT REACT IONS JOINT 1 4 • FORCE X „314 -2y 996 .. "2.199A :314 FORCE Y 19.226 21.657 21 .65 7 19.:226 IVI011YIE1\1i . X' .. 1:1111`1 „ 09 0 .1„11.11„1' ,; I „101 1 :Iv'1'lM'={I :IF1" STRESS PIus i i i 1INIINI CANOPY' 09» i:I6 •I^I9 PAGE 3:3 MEMBER FORCES; AT INTERMEDIATE PO I NTS „ ,• ,. YIENFIER DISTANCE E"I:INt':; E: X r1jr.Iw:F_ Y .FORCE .Z. MOMENT. . X MOMENT' Y MOMENT. Z 5 6 6 . :31.4 11.:40. I:II :0. .:314 11.940 .. fl I:I I :I 1. f„ , 5 -1.3A:71 2.99A' 14. 667 . .000 ..000. . 032 .424 .000. .III «I 11 .00Q 144.000. I «I .•:I .;;• .000 1«I 1 1 1 «I ,0 1_I 1"11"1 ...000. • 8,;,, .. I «I I «I 1«I ' ,,032' -.424,.. .000'.. '1.000 . 111"11"1 . 320 Y 994 ... 6 :31 :1 . 957 811,709 6. 13.1 24 Y X11 „I Irl 6.. 1 34 7 .000 . 314 11.940 . I"I I«I 1«I .000 . .000 321.006 7 .001 .014 11.940 . 111«10 . .000 .000 32 0 . 9 ;;713 7 180.000 1 . ^'Iry 5 - 1 .._I •,.3I .000 . I «I I"1 I«I .000 -• i- I I .9 r "% 7 160.000 2.99A - 1.'I• . h•I 6) .000 . 1"I 1 "I 1 «I .000 81 1.71„1 „9 .000 . 1 «I 1 y , .424 . . 000 . 000 .000 6. 1314• :3 .144.000 .0:7r7.' .000 . I «I I "1 I «I .000 . I «I Il Il -24.408 8 288.000 .002 " . 4 y 4 .000 . I"I I"I 11 .000 h_, . 1 •�i 4 '; i .Ill «I 1 «I .000 Iw•1. ,•x.1«1 8 .000 . I"I I"I 11 .000 is h_I rl . 7 4 9 .i 42.000 .000 ._i . 1 I «I.4• .' 1"1 i «I I"► .000 . I"I I«I I «1 65.187 9 84.000 .000 . I "I 1111 . 000 . 000 .. Il I, 111 .000 10 .000 . I«I I «I 1"1 5.913 i . I«I I«I I I .000 . 000 236 . 507 1.0 40.000 .1)00 M . ';J::'i f,„•, .000 . 11110 .000 59 . 1,.;,' 7 10 80.000 .000 .I "1 I «111 .000 ,; 000 .000 . .000 11 .000 . 1 "I I "111 5.910 . I "I 111 "I ,; I«I 1 "I I "I .000 236.F107 11 40.000 . 1"11,111 2.956 .000 . I "11«11«1 . 000 59.127 11 80.000 .000 „ 1"I 1 "I 11 .000 .000 . 11111 «I .000 12 12 .000 42.1100 84.000 . 000. 6.21 «I :: .. Il 0 I"I . . )«11,1 I «I . 000 I. 1 I "I 4 .000' . 000.. .1100, .000. . I "► I „I it .0.00- . I"I I "I 1"I 260,749 .. :111 :10 .000: .'000 r. PAGE 12, F'I LI.1 EC:T: FIAM 1 NN TLII=:: WASF•1 L;;I -I>: jECT a I: :CII„IJIIYINS CANOPY BY :GA DATE : SE2! 5 > � c T E E L_ I :: 0 L, . L1 IV1 I\I • C :' E • 1 hi • hl ALLOWABLE' STRESSES Fy Yi eld• :i• L.:Y D. F. > I- INIRAC:E1:= . LENGTHS a X °• X Axis •- a Y •- Y Axis DESIGN DATA > MAX. AX7:Al_ FORCE -- 46 k: s i .l 15.5 f4.. 15.5 f .t 19 kips :r• MOMENT f • .Ti : :il°' • 6f COLUMN NI a Y. -.Y 1 �.� Y ..1 > 'TRANSVERSE MOMENT X -X. Artie Y- Y Ax.1. • -. DESIGN SUMMARY For MUla 1.6 la Formula 1.6 1. LI Formula, 1.6 •- 2 ROLLED SECTION DATA SELECTED STEEL 'Section: Area Ir11:_igh-I•t. per Foot Overall Depth.' Web. Thickness ',Flange W 1.I:Jt.hI bf • Flange Thil:kn.i.:1.: • SIDE SWAY RESTRAINED • M .Y -1 X X Artie: •. Y - Y Axis > EFFECTIVE LENGTH FACTOR' .; I I I I I a X •- X Axis .i, ��' m I� ,.I .il . k "u Y• -.Y AAC i z. :> Eccentricity a X •- X . • CI in :r• Ec'::' I,s.t..r..ilcit•y : Y -•Y” .. 0 • ft."-k- : ,MOMENT @ EtI :ITT' :II''I of .h :I : :ILI-Ilyil\l X X . Art :i.S_ I:I •Arti 11 •IYIAX IIrILIl $ :DESIGN 'MOMENT Y -•Y. ,i1i 1 0 y "I. t 9 1'Y 0 I -I I,I Y 943 . <= 1,'.00 0.'990 '_, 4.00 . • SECTION • . "rO :l I:I tc 1 0 ;t! I / 1 6, L-:'E 'TH CLASi, ---1 !wt^' X X tt Section MI111;1. I"iit•:1il,a: • of Gyration-. ,Mc,.YY ...; Section t..ioor-i Mcid. RadiI.a':6 .'::' f Gyrat.io n r .1. t:I f / :2'tt. f d 36,.7 .« 93 36.7 3 :y 93 • 2.6R. 16. 00: %:IETERhI1INIE ALLOWABLE BEND I hlI i TRESSES X -X ,,AX IS .: I 11•F / 2 .t4'. 1.5.1.. 4.. 1.. 4 11 d / •fo.w 1.5.1.4.1.5 : Lateral BIl..a c k i i ng PAGE ._...w)1* PRO JEIC T': HAIYI 1 NN TUL WA`»II°I� SUBJECT: COLUMNS CANOPY PY By : 6A E'ATE : E25 Fb- 2(... I:I k s i . Fb = 30II % ksi Fb _. 30-.36 6 kti X -•-X AX IS ALLOWABLE STRESS :. F -bx * LL:: ... 2 .97 ksi y. -.Y AXIS : - - 1.' 1.1.1.4 : _ f I l h :Flanges FL = 27.6 ksi Y -'Y AXIS -- ALLOWABLE STRESS : F' -by .* LI:IF - 27.60 ksi DETERMINE ALLOWABLE AXIAL STRESSES, :. , >I; ,1 . ,I I ;.c .. 94. 7 Actual- Axial Stress ... 1 . E i. ksi i::: y =I= Lu: y / r: y 94.7 F;sI / Fa = 0.. 10A I.1 ( :2* r...i"'2 'I :L•: /I'y) '. 5 L.4 111.55 Allowable Af•cial Stress s : X "X Ax is r= 15.42 :k -ii Y-Y Ax is 15.42 ksi Flex ;= 12 ,J, 'I' E / (23. 'I' .(I'1.L1«Ix F 1 ey = 1 2 1 }: _ += E / (2 3 =1= . (k: L.1 «Iy f' -brc 16.97 ks1 'f' -by - 6.3,1 ksi I::'-r» c 0.85 ALLOWAEIL E :. Fmot 1:.1.42 t 1'1 :L COMBINED STRESS.. IC:HE.iC :N =; Formula. F' o r'rn1.:I l a • Formula 1.6 - la 1b1 6 1 y -I . ..2, . ::1 ( r" )4) / ' r.. y) C...my 0„'x'19 H 094J 0.990 :t :. I... t' F LC?F 25..97 ksi •. w,I,I . E,; ,i 0 PAGE-.1- • A1015. PROjECTu HAM. INN .TIJK WAGFi----7--f.--- SUBjECTu COLUMNS • : • - ,tANOPY • BY NGA. • DATE :6E25 • . . .. . . . . . . „ • . . . . .. . , . .. , • .S T E E L. .., C O L U. H • N •. D ES: T 1.3.: N DESCRIPTION ALLOWABLE STRESSES > Fy :Yie10 > L. r.:'. F. . > UNBRACED LENGTHS : X - X Axis Y Y Axis "7 • DESIGN DATA > MAX. AXIAL FORCE .4 ksi J. 15.5 ft ft k 1 p. > MOMENT @ TOP of COLUMN t X-X Axis = 62.3 f[...•k Y-Y Axis 0.T;1..1 TRANSVERSE MOMENT u X -X Axis = rt -k Y-Y Axis - DESIGN SUMMARY Formula 1..6 la Formula A . E. lb FormUla 1.6 - 2 . , . . . . . . . . . . . . . pIDEswAy R,EsTRA I NED• : • Y:= X - X Axis.. = • Y — Y > EFFECTIVE LENGTH 'FACTOR'. U, " • X- Ax 1! k ."u 1\1= 0 Eccentricity X X = . ,0 - H MC:11p:Nr c BOTTOIYI r COL ,.1.111N X X A 1 11 ft- - , IYI A X 1 IILlIvI ) E. 0.1 11011E1\11" . •: X 5., : if • : .62.. 3 : f t 7.; k . A S .<=•- = 0„ 845 <= ROLLED SECTION DATA SELECTED STEEL SECTION --7->> TS10x10x5/16 Section. Area Weight per Foot 0.Yera11 Depth' Meb.Thicle.nass, Flange. Width 4- bf .Flangelhickness = J. . 6 i n"2 = 40.35 11 = 10 in 0.31 •in = 1 0 n 0 . 3:125 n 0.88"7 1 1 . 0 • 'I. 00 ' I. PEPT1-1 .C..:L$ • " n 6 7 XY ':Section RadiOs • of Gyration...',. S-YY u 'SectiOn RadiuS,pf'..17.4Yr4tic0., bf / d 1. tins 367. 1n3 3 9:3 n :36.7, 3.93 in: 2.68 1600 DETERMINE ALLOWABLE BENDING. STRESSES ;(...x AXIS u 1.5.1.4.1.2 .e bf / 2 t, P / •k• w 1.5..1.4.1. w Lateral Buck il. ng X-X AXIS w. ALLOWABLE STRESS F'AiFiE •: •PF'tOJE CT: HAIYI INN '1 -Iwil : WA ;1-1� ;I..iE{.,;rECT: C:OIw.LtWIhI S , CANOPY' • BY, :GA Fb Elms Y..,Y AXIS• 1451444.1.2 k bf / 2 L.h wF'.1clr-1g s „ F•b Y -• `i AXIS ALLOWABLE LE STRE +' DETERMINE ALLOWABLE AXIAL STRESSES. . 4 •. M x * L. i:1 M x . / r•• g x . ... 94.7' k.: y .1. L, w y / r/ - 94.7 •f a1 / Fa' Cc= (2* p i • '' 2 -- 111.'55 • .4 . L'•uATE : E E2~ 26.0 4:':3 i :30.. 7 k s i III -1, IF ksi . F-bx }+° LI :'F • 25.97 k& i 27.6 k :::;1 • a F- -by '+' LC:'F -- 27.61 :1 l: i Ac't.I,Ia1 A.t1iii Allowable .X• -X AXIS Y -Y AX is Axial. Stress 4 • 15.42 *.s1. 15.42 k. i Stress :s 1.1.0197. .1 • ALI.:QldAbLg. tr, F * LDF° = 1:5.42 r-•' ' e x 12 >I: F :.i ' : :+: EM / (23..* (k L -1„.1 x 1= ' ey �: 12 1' p i �''' : .1. E / (2b .r, . (E Luy ( ...1:, k= 2, 1- -1. :3 7 k s i •f =-by• 0,1.7 k:W1 C-mx COMBINED STRESS c:HEC:I =:. Formula t 1.6 "- la Formula 1 . F,;. w• 4b Formula 1.6 : 0.4 1E wi • * Lt :'F • * LDF. F.. -bx F-by 1. 00 17. ks:i 17 -,ksi. 25.97. 4 :1. • 7.1, 0 • F'A' E FR .EC Y -A I N\ TLl WASH w;iiBjEC T: C :OIL JfINS CANOPY, , BY ,: GA t:'ATE .: sI: :23 . S T E E L C: p L . I «I IYI I\I I:' E sa I I::i rl DESCRIPTION : O • ALLOWABLE STRESSES Fy : Yield L. 1•'Y F. UI \IEIF AC :Et:' LENGTHS TI -IS : : Y - Y Axis �a DESIGN DATA 1.0 1.10 00 000 .1.1111 00 001 WO Ow W14 : :_' MAX. AXIAL .F'I: :irw :E 46 ksi l 15.5 ft 1' «Y 15:x.5 ft 21.7 kips MOMENT 0 TOP Of COLUMN LI.-IIYII \I X -X Axis =•_ 26.4 Y" -Y Axis « 2 > TRANSVERSE X. «X Asti. Y•-'Y Axis „ w MOMENT u w DESIGN SUMMARY Formula 1.6 - la • Fo'r•rnula 1..6 -.1b Formula 1.6 -" 2 ROLLED ,SECTION .DATA • 1.1 • ft,.. I.t ft-,k S I t: E8WAY RESTRAINED, Y =1 X.- X ,Axi Y '•• Y AX is . EFFEI« :l" I VE LENGTH FACTOR TOR : k X -X Axis, Et "s Y-Y Ps•tit ':= E'::c .nt•r"i'c:i't :•y : X''X - • 0 in > IE','i: �M i -1 i :• r i i• : i t• y i '(-Y -.. 1 :1 in I +ICIIvIE :I\IT .t; EtCI "f TI:IIYI ' oF t:Ol.«t_IMrl :. X, H X Axis 0 .F y: «.Y. A,i$ I;, IYIA X 1 NIUM 1' :'EI3I Girl I''ICIMEtI "I' : -Y • A >;:i " A.2 • •0..711 ti::L• 0.764 ; :' SELECTED STEEL SECTION . • : :_• DEPTH CLA`~ !.$ "1 S 1 I"I 1•t 1 0 Yt! / 16 Sec•t:•iorl Ar "gal. . Weight N e r h'' :" :'' ' t; Overall Depth Web TI• "sic : :rl zw. Flange-Width : bf 'Flange ,Thickness 11.6 i t i''`' 2 40.135 1. .. 10 in I :I.31 1rl • ;0. :312 ir•I - X X . :: Section •r'Iod . Radius of C4iyr "nt.iot-; F td1014 ' : :'f' Gyration' .r -T / •:::•I :.f • d / t. • 36.7 i I'I' "''.:I :i n • 16. 0CI F'AGE F'RCIJEI:::T: F-IAF'I INN TIJk :: WASH, w t: A D ra'r r E :5 • DETERMINE ALLOWABLE BENDING S TF E:SS ES - X -X AXIS u 1.5..1.4.1.2 Y bf / 2 tf 1.5.1.4.1.4 Y 1::J / tw a Lateral Buckling :3Q,7 30..3A ksd x •-' x AXIS -• ALLOWABLE STRESS w . r-L-» 't' LDF - 25.97 ks i Y-Y AXIS u L.51.4.1.2 11 L1 f / 2 I: f C I. 1 a n g w s Y Fb ••- 27.6 k. ,.-+•/ 1 Y-Y AXIS •- ALLOWABLE STRESS u F-by : +: LL'F =_ 27.60 ks i DETERMINE ALLOWABLE AXIAL STRESSES. l Y r * Luux ; / r Y A c I L c 1 •A , • , i i 1 :Stress _ 1 7 : i I:.wy • +' Luwy / r°wy • 94. 7, fa / Cc (2'►' H'i' 2 °+:E /Fy) .Y 1M; .. . :l l :l Y r,"•1r -;1 . A:l1C1wab1 e. Axial .Stress, X -''X Axis =-45.42 k: i Y--Y Axis - 1:1Y a k:si• h ' e x ... }► 1 -• :i :w + l / (23 * • (I.: Lui,. / r' is ) :ALLOWABLE G f-by COMBINED. STRESS C1 ECk•• F =1 :'r° rn'.a :l a '1 Y 6 la Formula :l . 6 ., 1b Formula,. 1.6, -- 0.63 kiwi 1:• Y '.1'/ k. i • F L1Dt IF -by. • C: -- my 0Y7.37 Ci N`71 1 t••I. ,7614 F" c1 LDF= i •,.� Y �i•Y:. I ., i.. 17 1; i . 1/. ,:: 1 277 60 •1•w Y u ksi ` DESCRIPTION : ALLOWABLE STRESSES ----~-~----~-----~ > Fy : Yield > L. D. F. > UNBRACED LENGTHS : X ~ X Axis. : Y -.Y Axis DESIGN DATA PROJECT:HAM INN SUBJECTxCOLU.NS CANOPY BY :GA STEEL COL:UMN = = • = = PAGE t_____ I_____ TUK WASH 1%1 DATE :SE25 DESIGN 46 ksi > SIDESWAY RESTRAINED x Y=1 X - X Axis 1 Y- Y Axis • 15.5 ft 15"5 ft > MAX" AXIAL FORCE = 21 kips > MOMENT @ TOP of COLUMN : X-X Axis = 47.9 -ft-k' Y-Y Axis = 0"511 > TRANSVERSE. MOMENT X-X Axis Y-Y Axis |- DESIGN'SUMMARY Formula 1.6 - 1a | Formula 1.6 ~ 1b Formula 1.' ~ 2 ROLLED SECTION DATA > EFFECTIVE. LENGTH FACTOR : '/ k ": X-. Axis = '" k ": Y-Y Axis Eccentrlcitv : X-% = • Eccentricity : Y-Y = MOMENT @` BOTTOM of X-X AX1s Y-Y AxiS' N=0 O 0 2 0 in 0 in COLUMN : O = 0 MAXIMUM DEGIaN MOMENT: ,%-X Axis �� �. = 47°9-ft~k Y-Y AVis = ` 0.698 <= 0,67Ei <=` 0°727 • <= SELECTED STEEL SECTION > DEPTH CLASS = ---~>> TS10H10x5/16 Section Area Weight per Foot 'Overall Depth Web Thickness • • Flange Width; bf. Flange Thickness = 11"6 in^2 = 40.35 # = 10 in 0"3l in = 10 in .: =0.��125 ih = '-------- 1"00 1"00 1.00 .G~XX': oGection.Mod. RadiWs f Gy� timl r�/ Secti' Mod° = : Radius of GY:ration = . bf./2tf` d`/ t*f • ..| 36,T in^3 3"93 in 3.'93 :in • • = • '32,.00 PAGE F'lli►w► TC::►:.:1• : I••IAI +I INN 'T'I_II•:;. WF•aSj:a.. SI_IE .JE►_: r . ►C :IJLI,IIYIN CANOPY BY : ► iA DATE E i ScE25 DETERMINE ALLOWABLE BENDING STRESSES X.:.X AXIS : 1.5.1.4'.1.2 1L1 : I..' f / F •t. F . Fb - 2A.0 E:: i 1.5. 1. . . . 4 M ' -I / •.•�J 1 'FL', .. 30-.7 I . i 1.5.1.4111.5 : Latoer-a1. BucI•.1:iiig w • Fb _ 30.3A .3A : ;si . X --X .AXIS °• ALLOWABLE STRESS w F°' -LiM * LI:'F= = 25.97 k.'::;:i Y-Y AXIS u 1 .... -___ .I.. 51. 4. 1 .2 w bf / 2 •t. •f :Flanges Fb _, 27.6 F : :s i • Y -`( AXIS ••• ALLOWABLE STRESS w F -by * LIEF - 217.60 I•: s i DETERMINE ALLOWABLE AXIAL STRESSES k x 4: Luu x / ru x F•.My •r• L.uay / ► ••Yy -. 94.7 'Actual Axial Str ws •- • 1.81I•:i :i. 94.7. fa / Fa = 0.117. .Cc= (2 }) 11 "• 2 ►• E:: / f • Y) . 5 -•• 111.55 • Allowable Axial Stress w X...X Axis .. 15.42 . E ::s:i ALLOWABLE': Fa : ►. I..I::F•: ::_ • J. . 4:2 F :: -:i Y ._ Y Axis _ 15.42 F:: s a. r ' e k -: 12'* . i .4 ► E /-(23'* (: . . / r < ) 4: I ll 17 k i m l ey = 12 ; 0.1.'.2 :01E / (2:1 .1 . (E::I...i.ay :/ r.y) ..•. ) +: LD 1 7 F::si . r - -hx ..: 15. 66 If_i F:..h::ic• ::, 25.97 I::-' f- by . .. 0.17 k i . F4-by. _ 27.60 kS i ►w: - rn;; COMBINED STRESS 'CHECK C :F : :. • Formula Formula Formula 1.6 •- a.F„1 .. lb .1. . 6 •••• 2 :0.727 MUSGROVE ENGINEERING RECEIVED COOLING AND HEATING DESIGN CONDITIONS CITY OF TUKWII•A. OCT 0 3 1989 PROJECT: tbq J►/) p•j /(J /N Af WALL SHEET 1 9N11 COMPUTED BY: Q. () . G; I/ DATE: 7- S ;; ► CHKD. BY: . LOCATION: 10g UN C/ , /LJd9S/M /04 77Mi LATITUDE: OUTSIDE SURFACE MAT' L. ELEV: DESIGN TEMPERATURES • WALL MATERIAL OUTSIDE TEMP. INSIDE TEMP. A T GR. /LB DIFFERENCE WINTER OUTSIDE SURFACE MAT' L. "" /1 c=� r _ SUMMER 1 /z' y yp, sge q7p, 1 37. U Vi OCT 1 3 1989 BUILDING "U" FACTORS MALIAN ; DESALVO, I' WALL MATERIAL "R" VALUE MATERIAL "R" VALUE OUTSIDE AIR SURFACE MOV /A/4 AIR— .17 OUTSIDE SURFACE MAT' L. 3/y " PRYVIT 7 2.77 OUTER SHEATING MAT'L. 1 /z' y yp, sge q7p, 1 37. INSULATION 35 /8'L BAT r 11 00 INSIDE SURFACE MAT' L. 5/8 it sHEETgym .5.4 INSIDE .AIR SURFACE $711.4 Al/L.. ,C5? . OTHER • OTHER TOTAL 1470 50 " U" c 1/ R TOTAL .06 FLOOR /ROOF FLOOR MAT'L. "R" VALUE ROOF MAT'L. • "R" VALUE OUTSIDE AIR SURFACE MoVl% AWL .17 OUTSIDE SURFACE MAT'L. ; ,.• U �4�, 51N�LE Pis Roe -- OUTER SHEATING MAT' L. t 0* ,......... 0, e .� INSULATION • �0.roe W"a1r,ryc ••.,4k<`� v E. Xy&uo D 7y sr:... 3..75 INSIDE SURFACE MAT' L. • '`C i ��l�/ f ; 61a CDA)C2c7E o.9'o INSIDE AIR SURFACE , `e.•° 0.: �� • ,. • sTlLL Am. .61 OTHER Ao ., 4oECie8.•..x, •••.....•• a OTHER �� �SSi>,t1.:� . ��•••• TOTAL 1/ %'O.93 "U "_1 /R TOTAL , O Z IL GASS /DOOR GLASS MAT'L. " " VALUE )10• M ' " it WINTER /SUMMER __..I DOLE .• GRZ .''1 ' MUSGROVE ENGINEERING Mechanical Engineering 4619 Emerald Street Suite D•1 BOISE, IDAHO 83706 (208) 384.0585 DDB ! 4 PtoAJ btMi - Tu�ruiGC.cl SHEET NO.. Z OF 2 CALCULATED BY DEW DATE 7 25 - RP CHECKED BY DATE SCALE Towle- _ «... . .. X97 ...V...11i '�/ /4...L 1 ..............l� U I Gu e . I oveance. U .6.4 "G!" F 0712,.2...... __ ...�tr..S..... ..A. 7 I 7 F .F.7? «.........._.._. Z l 6 « .......... _ ._ _ ,��u yQ _... «... «..__..._ _« «....... ' ) .. 0 _....._ up .. «. V _......... _ _. .._ 1- s, . . o • « ..« s,�. /ia9tut N ............ i 1j , t., ' .. I te.4 (� ,.4./.,24 N .44.MS w 4 F1.VA- o 7 * d «......... • V (,J.4. :........... • «... «......�fl..Z..' .A X6'47 L4IE.....T , . .,E.. At sT ?07g .s.r _ 1 1.• S7 (04) C .3...S ? 1 '716 kiv0. c 6..F.918 42.9'' 2 .47./.. ..,Y.b..o..s l.r 6 ......... • 1., , •• .O'�•. •� � , �n ;.........`'. •,Nl,SHI1r ...., F f� s`' U ....►•! SS10° ! � Ra .' , q..:....`7,,...• t �. v1 'V� .0wwi . , s. • • .. Y • R...M Z .. Mi l I «..._... .. 1 1 «.. 1 __.,......... ..«.... «�.. 1 I. i • 7 FM= A -I OAaw. OWL TIO'wna 10UIM1I Ow H* 0 ) A VV...1*15'1' ..1 ) .• • r", A .; Tr; ! ; -1 / Architects Incorporated ARCHITECTURE and PLANNING July 26, 199.0 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 NO MN JUL 3U 199C CITY OF T WU_A PLANNING DEPT. Re: Hampton Inn Seattle / Southcenter Dear Mr. Griffin: Please find attached a letter from Atwood - Hinzman -Jones dated July 20, 1990 regarding the concrete strength concerns indicated by the City on July 5, 1990. If you have any questions about this letter or require anything further from our office, please contact me. Sincere ly, .� 1 11 ,r Rand averfielAr A /cc enclosure cc: Northwest Hospitality Group, Bob Suits & Tom Dusbabek 1197 MAIN STREET • BOISE, IDAHO 83702 • (208) 34S`3561 ATWOOD•HINZMAN•JONES, INC. CONSULTING ENGINEERS BOISE OFFICE: 210 S. COLE ROAD • BOISE, 0 83709 • (208) 323 -0199 • FAX (208) 375 -5251 July 20, 1990 Randy Haverfield Architects Incorporated 1197 Main Street Boise, Idaho RE: Hampton Inn; AHJ 890044 Tukwila, Washington Dear Randy, I have reviewed the low concrete breaks per City Hof Tukwila fax dated July 'a, 1990. There is not `a structural adequacy problem because of.the.low_ strength concrete. By analizing the location of these low:. breaks., at the third level the lower break •values'were determined' to loads. support the •design In reference to the added doorway at grid•A, the .lateral force resisting strength of the remaining wallis okay KWJ /mgw Very. truly yours, ATWOOD NZMA - JONES, • eith W. Jones, P.E. Regional President DATE: CLIENT: CONTRACTOR: MIX I.D.: 11 OF YARDS: 40 of 58 r� MATERIALS TESTING & i �S L � I.111 `, CONSULTIN COMPRESSIVE STRENGTH TEST REPORT 5 -18 -90 PROJECT: Northwest Hospitality Group Northwest Hospitality Group A Pour Location: • k, JUN 2 21990 CITY OF TUKW LA FILE 11: 90001- 102 INr DEPT. SUPPLIER: Miles SAnd TICKET 11: 138046 TRUCK 11: 141 & Graval J:nmpany 'hype: x Concrete Cylinders MIX PROPORTIONS Cement (Type __.. Water Fly Ash Coarse Agg. 111 Coarse Agg. 112 Fine Agg. 111 Fine Agg. 112 Admix 111. Admix 112 Admix 113 Admix 114 30 1780 1440 Grout Cylinders Grout Prisms _.._� Mortar. Cubes RH 1000 550 oz /truck Pozz. 5 oz./cwt Cylinder Cylinder I.D. 11 Diameter 2851 2852 2853 2854 2855 2856 A II 4" 4" 4" 4" 4" Cylinder Height R" 8" 8" 8"" 8" 8• Remarks: Permit #: 5911 TEST PROPERTIES & CONDITIONS Weather sunny Ambient Temp. 68 Concrete Temp. 65 Time Batched 1:30 Time Placed 2:20 7. Ai.r. Content - -- Slump (inches) 3 5 Unit Weight (lb /ft ) Yield Water Added (gals.) Specified f'e(psi.) (4000. SPECS Test Age Load Strength Fracture Area (Days) (Pounds) (PSI) Type 12.57 60 Hr. 36.500 2Qnn Cone 12.57 7 12.57 28 12.57 60 Hr. 12.57 7 1.2.57 28 35.000 2780 Cone 50,500 4020 Shear 38,500 3060 Cone 39,000 3100 Cone 46,500 3700 7 Shear Inspector: David Lval All rebar and mesh pl anad ar pnrflinC to appcovscl- -puns. P.O. I1ax 300 • Moun1 Vornon, WA 011273.0709► • (200) 424.7500 4060 Auburn Way North, Suito 6 • Auburn, WA 001102 • �2U0) 0504707 MATERIALS ,J TESTING & 010}1M1111. CONSULTING JUN 2 21990 COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -18 -90 PROJECT: CLIENT: Northwest Hospitality Grnnp FILE #: 90001-103 CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 50 of 58 Pour Location: Pour # 28 walls & decks, SUPPLIER: Mile.; SAnd & Graval Cnmpany TICKET #:138058 TRUCK #: 999 2nd floor shear walls & 3rd floor curbs Type: x Concrete Cylinders Grout Cylinders Grout Prisms Mortar Cubes MIX PROPORTIONS Cement (Type ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. #2 Fine Agg. #1 1440 Fine Agg. #2 Admix #1 RH 1000 525 oz. /truck Admix #2 Pozz. 5 oz. /cwt Admix #3 Admix #4 TEST PROPERTIES & CONDITIONS SPECS Weather sunny Ambient Temp. 70 Concrete Temp. 68 Time Batched 2:05 Time Placed 2:50 % Air Content Slump (inches) 3 4 Unit Weight (lb /ft ) - -- Yield - -- Water Added (gals.) 0 Specified f'c(psi) 4000 Cylinder Cylinder Cylinder Test Age Load Strength Fracture I.D. # Diameter [leight Area (Days) (Pounds) (PSI) Type 2857 li" R" 12.57 fin Hr_ 33.000 2630 Cone 2858 ---4-1--:. 8" 12.57 7 33.000 261n f:nna 2859 4" 8" 12.57 28 45.500 � Shear Remarks: Permit #: 5911 Inspector: David Lyal 1 . 11 _ _ . • : . • • 1 • P.O. !fox 300 • Mount Vomon, WA 00273.0309 • (200) 424.7600 4050 Aubuin Way Noil�i; Suilo 5.� Auiiuni; WA Q01)O2 _ • 11thi ll$8 -It07 DATE: CLIENT: CONTRACTOR: MIX I.D.: 11 OF YARDS: �J J MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REP.RT 5 -9 -90 Northwest Hospitality Gro:ip Northwest Hospitality Group A 35 Pour Location: Pour #21, 1st pour 3rd floor PROJECT: FILE 11: SUPPLIER: it pki §Arid; �. '('ravol TICKET 11: 13652', TRUCK 11: 108 Type: g Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 1780 Coarse Agg. 112 Fine Agg. #1 1440 Fine Agg. #2 Admix #1 RH 1000 650 Admix #2 Pozz. 5 n7. /nwt Admix 113 Admix 114 611 30 Cylinder Cylinder I.D. # Diameter 2693 10' 4" 4" 4" 2694 2695 2696 2697 2698 4" 4" Cylinder Height 8„ 8„ 8" 8„ 8" Remarks: Permit #: 5911 Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather gunny Ambient Temp. 75 Concrete Temp. 68 Time Batched 1:13 Time Placed 2 :20 % Air Content Slump (inches) 3 4 Unit Weight (lb /ft ) - -- Yield Water Added (Eats.) Specified f'c(psi) 4000 3 Test Age Load (Days) (Pounds) 16 Hr. 23.000 7 55,000 28 64,000 16 Hr. 7 28 33.000 35,000 Mortar Cubes SPECS Strength Fracture (PSI) Type 1890 4380 5090 2600 2780 Inspector: David Lyal ,Shear Cone Cone fnn e Cone Shear All rebar and mesh planed annnrding to approved plans. P.O. pox 309 • Mount Vernon, WA 90273.0309 • (200) 424-7660 4060 Auburn i ay Worlii, �uiio'� _" Aubu�ii, WA 001i02 "• "126iij.fisb - /i07 a � MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -10 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 41 OF YARDS: 30 of 61 PROJECT: namptno Tnn FILE #: 90001-88 SUPPLIER: Miles SAnd & Gravp1 ['nmpany TICKET #: 136750 TRUCK #: 183 MAY 2f 1990 OF f UK, -.. „. :'r1NlNG C:E i Pour Location: Pour # 22, 3rd floor walls & decks, Last 3 2nd floor shear walls Type: x Concrete Cylinders Grout Cylinders Grout Prisms MIX PROPORTIONS Cement (Type ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. #2 Fine Agg. #1 1440 Fine Agg. #2 Admix 411 RHl 1000 780 oz /truck Admix 412 Pozz. 5 oz./cwt. Admix #3 Admix 414 Cylinder Cylinder Cylinder I.D. # Diameter Sleight Area TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed .. Air Content overcast 70 65 1:31 2:20 Slump (inches) 3 4 Unit Weight (l.h /ft ) - -- Yield - -- Water Added (gals.) 0 Specified f'c(psi) 4000 Mortar Cubes SPECS Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 2745 4" 12.57 16 Hr. 2746 tr" 8" 12.57 7 2747 4" - 8" 12.57 28 2748 __AIL__ - 8" 12.57 16 Hr. 2749 4" __ILL__ 12.57 7 2750 4" 8" 12.57 28 * 30,500 51,000 2430 4060 Cone Cone Remarks' Permit #e 5911 Inspentor David Lyal Cylinders 2745. 2746 & 2747 were damaged in atnracp (nurinc) nn Qita...no breaks will be resorted. • 1 . : 1 • II - : . . P.O. flox 309 • Mount Vernon WA 00273.0309 • (200) 424.7500 4050 Aubum Way Ffo�lli;" uiio'g `" �' niibuni, WA 0nikliz 1200) 066.»97 ,1, 6, a � MATERIALS ju J TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5- 10 -90. CLIENT: Northwest Hospitality Grnnp CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 50 of 61 MAY 211990 PROJECT: Hampton Trlrll c ` ` (!i FILE #: 90001- 89 ,....�„ ,;�,,.:; �•. . SUPPLIER: Mil_ a And & [;ravn7 f`.nm-p ny - TICKET #: 136771 TRUCK #: 012 Pour Location: Pour # 22. 3rd floor walls & decks. Last 3 2nd fj,00r shear walls Type: x Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 RH 1000 Admix #2 Pozz. Admix #3 Admix #4 611 30 1780 1440 Cylinder Cylinder Cylinder I.D. # Diameter height Area 2751 2752 2753 6" Ate 12.57 4" 8" 12.57 4" 8" 12.57 Remarks: Permit #: 5911 Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 70 Concrete Temp. 65 Time Batched 2:18 Time Placed 3 :10 X Air Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Toat Age Load Strength (Days) (Pounds) (PSI) 16 Hr. 36,000 2860 7 57,000 28 4530 Fracture Type Cone Cone Inspector: David Lyal • 1 • II ; . 1 0 • P.O. flox 309 • Mount Vomon, WA 00273.0309 • (200) 424.7600 405 Fi bum Way i�fo'ili; �uiio 8 .. Xuli'u�ri; WA 06dot k „k a MATERIALS J TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -11 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 30 of 50 Pour Location: Pour // 23 3rd floor & 2nd floor stairwell nn Nnrth Pnri RECEIVED CITY OF Tt1KWILA JUN 1 3 1990 PERMIT CENTER PROJECT: Hampton Tnn FILE #: 90001 -90 SUPPLIER: TICKET #: 136953 TRUCK #: 149 Type: x Concrete Cylinders Grout Cylinders Grout Prisms MIX PROPORTIONS Cement (Type ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. #2 Fine Agg. #1 1440 Fine Agg. #2 Admix f/1 RH 1000 700 oz /truck Admix #2 Pozz. 5 oz. /cwt. Admix #3 Admix #4 Cylinder Cylinder Cylinder I.D. # Diameter Height 2739 4" 2740 4" 2741 4" 2742 4" 2743 4" 2744 4" R" 8" 8" 8" 8,1 8,1 Remarks: Permit #: 5911 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Aix Content Slump (inches) 3 4 Unit Weight (1b /ft ) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 sunny 75 70 1:18 2:05 Test Age Load Area (Days) (Pounds) 12.57 16 Hr. 39,000 12.57 7 34,500 12.57 28 49.000 12.57 16 Hr. 43.QQQ 12.57 7 35,500 12.57 28 45.000 Mortar Cubes SPECS Strength Fracture (PSI) Type 3100 Cone 2740 Shear 3900-7 Shear 3420 Cone 2820 Cone C 358Q-1 Shear Inspector: David i.ya7 All rebar and mesh planed annording to approved plane. P.O. pox 309 • Mount Vernon, WA 08273.0309 • (200) 424-7560 rn 4050 Aubu Way North, Sulte 5 • Auburn, WA 90002 -• (206) 050 -7797 att NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310. Boise, ID 83706 Attn: Tom Dusbabek Re: Gentlemen: MATERIAL (MAY 211990 TESTING & CONSULTI , , .. 6 6,../\ M y 10bN19 O. Report T 9000 -1 -096 Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the ,jobsite for a scheduled pour and deck inspection for pour # 26. All steel was found to comply with approved drawings. ARRIVED DISCHARGED SUPER ADDED WATER ADDED 12:20 pm 12:30 750 ounces 12:45 1:00 700 1 :05 1:20 550 A set of test cylinders was obtained from the truck arriving at 12:45 pm, Third floor walls for pour # 27 were inspected. The 9th wall on the East and West sides of the North leg were found to contain doorways not shown on the approved drawings. The contractor will supply approved prints for the wall on the West side and the doorway on the East side will be filled in with mesh and two dowel bars drilled into the slab in the doorway to complete the curb steel. If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850 -7797. ResPectful.ly Submitted, MATERIALS TESTING & CONSULTING ci_ ILAAVJA J. Frank Spears Materials Engineer RU, Box 309 Mount Vu1uio1.1, WA 08273.0300 • (200) 424-7560 4050 Auburn Way Nurth, $uito 5 • Auburn, WA 90002 • (206) 850 -7707 .1:11A MATERIALS ,5 TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -21 -90 CLIENT :Northwest Hospitality G onp CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 40 of 58 Pour Location: Pour 11 29, 3rd floor walls & decks. Ushear wall iLINDJI111 JUN 25 1990 i . CITY op- i ;.jt4'„ ij,..,,a PLANNING j:,771* PROJECT: Namptnn Tnn FILE #: 90001= 104 SUPPLIER: Miles SAnd & Gravel P.nmpany TICKET #: 138274 TRUCK #: 118 Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) 611 Water 30 Fly Ash Coarse Agg. 01 1780 Coarse Agg. 02 Fine Agg. #1 1440 Fine Agg. #2 Admix #1 RH 1000 850 oz. /truck Acitnix ill Pozz. 5 oz /cwt Admix #3 Admix #4 Grout Cylinders Grout Prisms Cylinder Cylinder Cylinder I.D. # Diameter Height Area 2863 2864 2865 2866 2867 2868 4" g,• 4" 8" 8" 4" 8" 4" Remarks: Permit #:.5911 12.57 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed % Air Content Slump (inches) 3 4 Unit Weight (1b /ft ) - -- Yield Rain 65 68 1:42 2:25 Water Added (gals.) 0 Specified Pc(psi) 4000 Teat Age Load Strength (Days) (Pounds) (PSI) 16 Hr. 29,000 2310 7 39,000 28 16 Hr. 52.000 29,000 7 35,000 28 46,500 Mortar. Cubef SPECS Fracture Type Cone 3100 Cone Al An Cone 2310 Cone 2780 Cone 3700 Cone Inspector: David Lyal All rebar and mash planed fling to approved plans. P.O. Oox 300 • Mount Vernon, WA 00273.0309 • (200) 424.7500 4050 AAuburn Way`Noiiii; Suiio'€ "� - Auburn, WA 00d02 "lib0 flsb:iin7 DATE: 2,J MATERIALS TESTING & CONSULTING. 'coMrnESSIVI: STRENGTH TEST REPORT . 5 -21 -90 CLIENT: Northwest.`Hospitality 'Group CONTRACTOR: Nori:hwest Hospitality Group MIx 1.7).: A // OF YARDS: 50 of 58 JUN 251990 CITY c�i =.7 ;JKWiL a f"LAN.Ninin . PROJECT: Hampton Inn . PILE 4/: 90001-105. • SUPPLIER: Miles Sand &•Gravel'Company. TICKET #: 138280 TRUCK #s '014 Pour Location: Pour // 29, 3rd floor walls & decks. 1 shear vial]. Types X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg.. #2 Fine Aga. 4/1 Fine ABB. 4/2' Admix #1 Admix //2 Admix #3 Admix, #4 Cylinder X.D. # 2869 2870 2871. RH 1000 Pozz. Cylinder Diameter 4" 4" 4" 611 30• . 1780 1440 800 nz . /trngk . 5 oz. /cwt Cylinder Height g• .8“ 8• Remark:: Permit Ili 5881 Grout Cylinders • TEST PROPERTIES Weather Ambient Temp., Concrete Temp. Time Batched Time .Plnced Grout.Prisms • & CONDITIONS Rain 6. 5 ._._ 68 • . 2:03 2:50 Air Content . Slump (inches) 'Unit Weight (1b /ft3) Yield ' Water Added (gals.) Specified PQ(psi) 4000 5 • Test .Age Area (Days) 12.'57 16 Hr. Mortar. Cub SPECS'" Load ' Strength Fracture (Pounds) (PSI) Type ,' 27,000 2150 Cone Cone • '12.57 7' 27,000 215 12.57 '28. 42.500 Cnnp xna.00tor. David.Lyal • All rebar planed per approved drawings. P.O. fox 309 • Mount Vosnont WA 00273.0300 • (200 4244500 4on6 i1::burn Wiy" Norlli; �ulln N • " nuhuin, WA endoh"' • l an) nbMni MATERIALS ti TESTING CORPORATION NORTHWEST HOSPITALITY GROUP 380. East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: September 10, 1990 Report #90001 -144 Re: In Place Density Report Hampton Inn Permit #: 5911 1.711[M C (SEP 131990 CITY C r • C07PT'. As requested M.T.C. performed on -site density testing in accordance with current applicable standards. The results obtained were as follows: Test Location In Place Maximum Percent 1! Density Density Compaction 1 4' N of S side, 500' 142.9 154.8 92.3 W of E end, at final grade 2 4' N of S side, 80' W of E end, at final grade 15' N of S side, 85' W of E end, at final grade 4 15' N of S side, 150' E of W end, at final grade 5 7' N of S side, 90' E of W end, at final grade 6 15' N of S side, 70' E of W end, at final grade 7 17' N of S side, 40' E of W end, at final grade 8 18' N of S side, 70' E of W side, at final grade 114.0 143.2 142.2 154.8 93.1 154.8 92.5 154.8 92.0 144.4 154.8 93.3 143.9 154.8 93.0 143.7 154.8 92.8 142.3 154.8 92.0 4050 Auburn Way North, Suite 5 • Auburn, WA 98002 • (206) 850.7797 =� MATERIALS , TESTING CORPORATION Test Location 9. 8' S of N side and E end, at final grade 10 4' S of N side and 40' E of W end, at final grade Required Compaction: 92 -96%: In. Place Mamimum P t Density Density C •acti 140.4 154..8 90.7 140.2 154.8 90.6 If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850- 7797. Respectfully Submitted, MATERIALS TESTING CORPORATION COAA, Orfftftwo J. Frank Spears, P.E. General Manager • 4050 Auburn Way. North, Suite 5 • Auburn; WA 98002 : •.'(206) 850,7797 t 11 � I TESTING d"J) CONSULTING AU G .7 1990 Visuallnspection Rep'ortc'TY L'e -,►; ".1r" _5.3‘ f_Ai,fNING DEPT, • Customer: N.W. Hospitality Group Project: Hampton Irin Hotel Specification: AWS D1.1 -88 Job Description: Visual Inspection of: welding, as listed. Remarks: field inspection, performed on site. Date: 7/17/90 P.O. No.: Report No.: 4279 Class: 8 Inspection Results: Welding at the following locations was inspected, and results are as.follows; stairway *1 (all floors) - welding was judged satisfactory; stairway '2 (all floors)- welding was Judged satisfactory; sway bracing over carport (eight (8) places) - missing welds, excessive undercut noted on the northwest side, as marked, all other welding in this area was judged satisfactory. Inspected By: Thomas E. Approved By: MATERIALS(;: TESTING CORPORATION NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek Gentlemen: October 2, 1990 Report *:90001-146 Re: Report Summary Hampton Inn Permit # 5881 As requested this letter is a summary of items noted by the City of Tukwila that needed to be addressed concerning the above referenced project. M.T.0 report 90001 -096: The additional doorways and changes were as per the approval structural engineer. the M.T.0 report 90001 -102 & 103: The low test strength results were evaluated in accordance with the ACI standards for strength evaluation of cast in place concrete. The strengths were acceptable in accordance with ACI. ACI requires that the average strength of any 3 consecutive test sets be at least 85% of the design strength with no average teat set below 75% of the design strength. the following is a summary of the results Design f "c: 4,000 psi 85% of Design f'.: 3,400 psi 75% of Design f ' a,: 3,000 psi Test Reports Individual Cylinder.. Average Test Combined Strengths Strength :Averages A) Rpt 109 5730, 6130 B) Rpt 107 4770, 5010 C) Rpts 104 & 105 4140, 3700, 3380 D) Rpts 102 & 103 3700, 4020, 3620. E) Rpts 99 & 100 4650, 4530, 4370 F) Rpt 97 4970, 5010 5930 4890 3740 3780 4520 49ffi`��, LS� 11 �D v LOCT.041990 4050 Auburn Way North, Suito 5 • Auburn, WA 9802 PL �r+ ��• APT. 4850 (A,B,C) 4140 CB,C,D) 4010 (C,D,E) 4430 (D,E,F) MATERIALS TESTING CORPORATION M.T.0 report 90001 -144: The areas of low density tests were retested and reported in report # 145. All the low areas were retested and passed. M.T.0 report 90001-4279: The eight missing welds were corrected and so was the areas of excess undercut These areas were reinspected and passed by,MTC's inspector If you have any questions concerning this report, or if M.T.C.' can be of any further assistance, please call us at (206)850- 7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING d J. Frank Spears Materials Engineer 4050 Auburn Way North, Suite 5 • Auburn, WA 98002 5 w H wo a� U , /V V N 1 C f✓ Z , a.0 c �i 0 a S < o 0e . >-:-c. r m 000 Ed NEE a4 $ o 0 3 ago 2°CU'S�Z $�'c^� Y �).., ) .2Y' ac 16 ° 8.6-2_ pp E �Yw%Iai (i.g N N E .2.-E ai _ 2 2 c 1 o- >wf-a vi. E C,ot v Ec p-i v, o E 8 W v;3�i.1-0- w v, a, zo02z z O&2 a;4 I- p 'o m u. f- 112 4: y�C� a)= Wg _ �G_ m a, v, 2 Z��WUW t 41 _2 Q-4) � N � C7, C = C -E CD C_Q cc .D C ( �-- -52 cau5 V8prcl -a�N (2 or' H_ Svh. 4w aco z>,p ,.. 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CONSULTING ENGINEERS BOISE OFFICE: 210 S. COLE ROAD • BOISE, ID 83709 • (208) 323 -0199 • FAX (208) 375.5251, May 30,; 1990 Mr. Gary Shank City Of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 [JUN4 1990 crrY OF .TUKCWiLA PLANNING DEPT. RE: Hampton Inn Dear Mr. Shank, I appreciated your time on May 22, 1990., to review the above . referenced project with me and your concerns. I have attached for your review copies of Atwood-Hinzman's previous inspection report and our follow up letter to the Architect. This information addresses many of your questions concerning the quality of the structure. During our visit I saw many of the problems which you have addressed. These problems are mostly related to construction practices and f t gmatu k ti in"'arre A4,4 " 3jgg angge risk wah As per our letter of April 17, 1990, we have addressed quality of work problem to the Architect and Owner If there are any further questions please feel free to call m Very truly yours, 'ATWOOD- HINZMAN - JONES Irleith W. Jones, P.E. Regional President cc;;: Randy Haverfieid' KWJ /mgw r ATWOOD•HINZMAN•JONES, INC. CONSULTING ENGINEERS BOISE OFFICE: 210 S. COLE ROAD • 806E, 0 83709 • (208) 323.0199 • FAX (208) 375.5251 April 17, 1990 Randy Haverfield Architects, Inc. 1197 Main Street Boise, Idaho 83702 Dear Randy, As you are aware, there have been several concerns raised by the Tukwila building inspectors";' Mr. Griffin and Mr. Gary Shank. To observe the situation ourselves, Mr. Ned Lever, from our Bellevue office, went to the site yesterday. The following are the concerns given to us and our response: 1. When making the next pour, more care should be given to a clean construction joint and the contractor shall use a bonding agent as called for in the specifications. 2. When repairing rock pockets, all loose stones etc. should be removed and pocket thoroughly cleaned prior to patching. 3. Where the wall vertical jam steel is to be within the ties, care should be made to its placement to make sure all of it is within the ties and minimum clearances are maintained. Where there is a problem and the inside vertical bar at the second level is outside the ties, no fix is required (it is structurally okay). 4. Where the contractor is pouring the curb with a separate pour, it is okay, providing the joints are cleaned,'a bonding agent is used.and the proper concrete mix design is used. 5. There is one problem noted where the rebar is exposed. This problem area should be noted and further review done with a fix designed to repair the flaw and potential cracking. 6. After the bending of the dowels at construction joints, the joint•should then be cleaned of loose rock and material from spauling concrete. 7. There was an item discussed about the special inspector not being on site as required by the city. This issue is between the Contractor /Owner and the city. ATWOOD•HINZIVIAN•JONES, INC. CONSULTING ENGINEERS BOISE OFFICE, 210 S. cCIE ROAD • 806E, D 83709 • (208) 323.0199 • FAX (208) 375 -5251 but the-poor construction practices need to be corrected so that the owner can have a,quality structure. Keith W. Jones, P.E. Regional President 04/18/1990 08:16 453 -9155 206 453 9155 CONSTRUCTION OBSERVATION REPORT NO: 1 PROJECT: Hampton Inn PROJECT NO. /FILE: 901010 /RPTO1 DATE: 4 16 90 WEA'1'tiR : CLEAR, 75 DEC. P.02 TIME: 2 :00 ISM PRESENT: Glenn Ma]ubay and Ned Lever Butch Clancy and Tc:nn Two Tukwila City inspectors: Gary Shank and Dave STORK TN PROGRESS: The c:ontr<actoi was pouring the second level slab and placing r•ciraforing for the wall: on the first floor. COMMENTS: Walked through the project. with Butch, Tom and the 2 city inspectors. The following items were discussed and reviewed: 1. The city in::prc: tors were concerned with the capacity of the curbs that were not cast monolithically with the "tunnel forming" sequence. These cur. bs were apparently cast with no surface preparation. Although there is a cold joint between the slab and the curb, the dowel bars are connecting the two 'surfaces together. The curb, that were inspected appeared to he sound, however, there were some areas at the ends of the curbs where the curbs have spa] ] ed off or noticeable cracks were apparent. There was a section of curb were the dow('1 lure were against one face and the clearance t:co the outside face was less than minimum. In one area the clearance was 1/A" to zero. Tn one pour sequence, the curb was cant. on 2" of ;standing water. The city inspectors are concerned with the compressive strength of this area. Tom indicated that the outside curbs of the tunnel form ;:sequence will have to be poured separately in order to remove the farm work. '.There should be no problem with this sequence as long as the surface is adequately prepared. 2. The #9 vertical bu u at the end of the shear walls were inspuc'ted. At the lower 1 evc,1 (first f]oor) , tie bars were placed around the vertical bars that were spliced for the next level. There were several areas where the clearance was 1 /Et" and zorc?. A ti+: w•i lJ he required for these areas. r 04/16.1390 08:17 453 -9155 • Ohssnnrvat.ion Report No.1 Hampton inn , .Tukwila , WA • Project: No. 90] 0X0 'Page, 2. 206 453 9155 P.03 3. Repairs and patches tor, concrete were discussed. The underside of a slab arca was .patched without an inspector present and the city inspector is suspect of this patch work. Tom indicated that patch work was done and the 'surface prepared (removed all loose aggregate: and cleaned surface. area) are instructed. Tom requested that a letter be sent to him empha:ri7ing the surface preparation requirements for future patch work. �l. The city inspectc:Irs were concerned with the inspection of the project. They felt that there was not adequate :inspection at the job site. rµ ci yfi. yii Z +„wr •.�y, li lckpyjF:n •i t, ter "LL' J. • `� �' �ti; �! ��: �- i�fl. �. �': t. �n�' i�C �1�i! �1 1: ��A' ��i��' r. � ,lLr•t'rAl�'��JI�.FkrlM`��€R:S; �i"ti�'•]�""�:� lit `a ntagtariMatatnaVai t a tkhte niiiifaitia itreg iin a`'' TN:;TRUCTTON 1 TO CONTRACTOR : SURMTTTRD BY: Ned Lc >vr?c / .Glenn Malubay DATE 4 -17 -90 ATWOOD•HINZMAN•JONES, INC. CONSULTING ENGINEERS . BOISE OFFICE: 210 S. COLE ROAD • BOISE, ID 83709 • (208) 323-0199 • FAX (208) 375 -5251 `June' 8 , 1990 JUN 111990 coil / JP•.:'Y r1 Mr. : Randy Haverfield Architects Incorporated 1197 Main Street Eloise, Idaho 83702 RE: Hampton lnn Tukwila, Washington . Dear Randy, Attached please find Atwood- Hinzuian -Jones inspection report for June 1 ,. 1990. 1 feel that most of the cracking noted in this report is due to two .factors. One; the reinforcing was ` -hot placed correctly with proper coverages and second the concrete mix design water cement ration may be too high. c��lbut do create serviceabilit.y :problems I recommend t at d cracf:s and rough concrete work be filled; sealed and patched and that this Work. ,be inspected prior to .covering. Please call if there are any further_ questions. Very truly .yours, ATWOOD -HI N' AN- -.JONES Encic'sure.: GarY City of. Tukwila, F,WJ /mgw CONSTRUCTION OBSERVATION REPORT NO: 2 PROJECT: Hampton Inn Hotel PROJECT NO. /FILE: 901010 /RPT00102 DATE: June 1, 1990 TIME: 9:30 A.M. WEATHER: Raining, Temp 50 DEG. PRESENT: Glenn Malubay Butch Clancy WORK IN PROGRESO: At lower levels: Installation of steel studs and plumbing. Roof levels Removal of parapet forms at Northeast corner adjacent to Grids 4, F, and E. Installation of block outs for roof slab in area between Grids D and F, and 24 feet west of the sixth bay from Grid 4. COMMENTS: Met with Butch Clancy to review areas of "cracked" roof slab. Reviewed the top and underside of the "cracked" roof Blab areas. Cracks in the roof slab were noticed in the following areas: 1) the seventh and eighth bays to the north of Grid A; and 2) the second and fourth bays to the west of Grid 4. The cracks in the slab of the seventh bay north of Grid A, were located over and perpendicular to the support walls below. These cracks were equally spaced at about 12" o.c. and appeared to be located at the same spacing of the top reinforcing bars. Thin condition was typical bearing condtion for the slab in this bay. The cracks over the walls were more apparent at the north bearing wall of the slab. At the roof, cracks were evident at the mid -span of the slab. The cracks were not random, but were in a square pattern snatching the pattern of the WWF reinforcing. These cracks were located in an area a 1/3 point west of east wall and an area just west of the corridor below. Because of the rain, the cracks at the roof level were transmitted to the underside of the roof slab. For the eighth bay north of Grid A, cracks at the interior span were noticed in an area just east of the wall on Grid 3. These cracks were similar to those of bay seven. The cracks in the second bay west of Grid 4 were noticed from the underside and were in an "X" paters extending about 4 feet and located about seven feet from the exterior wall (Grid F). CONSTRUCTION 'OBSERVATION REPORT No..2 Project No. 901010` June 1, 1.990 Page The cracks in the fourth bay Meet of Grid 4 were located in , the area eouth.of the corridor. These cracks wor.eobeerved fro. the.underoide of .the elab•and were parallel to the..epan :of the slab and spaced at approxiwste1y 5'-0" a.c. INSTRUCTIONS TO CONTRACTOR: SUBMITTED BY :` COPY TO: Keith Jones, ATWOOD7 HINZMAN -JONR$ o! MATERIALS TESTING .+ c CONSULTIN COMPRESSIVE STRENGTH TEST REI'OR DATE: 7 -12 -90 CLIENT: Northwest hospitality• Group CONTRACTOR: Northwest Hospitality Croup MIX I.D.: 11 OF YARDS: Code 7034 10 of 18 PROJECT: FILE #: Ham [131_WFI\ ilin -- fug 24 1990.. nn — 1O0i L i !r D EPT r SUPPLIER: • Stoneway Concrete TICKET 11: 274344 TRUCK 11: 326 Sour• Location: Swimming pool wall and trash buildin wall Type: X Concrete,Cylinders MIX PROPORTIONS Cement (Type I ) Water 260 Fly Ash Coarse A6e. #1 pea' ' 960 Coarse Agg. 412 Finn Agg. 1/1, Fine Aga. 412 Admix 411 Admix 112 Admix 413 Admix 414 658 .11 010 MO Cylinder' Cylinder. I.D. it Diameter 3582 3583 3584 3585 411 4•1 411 2180 Grout Cylinders Cylinder Height Area 8u 12.57 12.57 8" 12.57 12.57 8" 8" Remarks: Permit 1/: 5917. TEST PROPERTIES Weather. Ambient Temp. Concrete Temp. Time Batched • Time Placed Air 'Content Slump (inches) Unit Weight (lb /ft3) Yield Water Added (gals.) Specified 1:'c(psi) Grout Prisms Mortar Cubes & CONDITIONS sunny 80 70 'J'c:s:: Age (Days) 7 28 28 28 10:22 L1sOU 8 Load Strength (Pounds). (i.'sX) 38,000 3023 SPECS. Fracture . Type Cone Inspector: Stan Wade rebar and mesh laced aocordin: to a •roved Mans. NO, Dos 000 •, Moan! Vornont WA 00271.070!1 • ' (2q0 121.7000 AQl {�11U%t :r;�w�yr���'rrt; uiie 11 'Nautili; WA 061102 •. MI WOW cr MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 6 -5 -90 CLIENT: Northwest Hospitality' Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A // OF YARDS: 60 of 66 PROJECT: PL7575T---- )UL 0 9 1990 HamptoE- Inn n�yN /N FILE //: 9001 -133 SUPPLIER: Miles Sand & Gravel Company TICKET h 140263 TRUCK //: 125 Pour Location: Pour # 39„ Last 4th floor walls &.decks, last 4th floor shear wall Type: X Concrete Cylinders MIX PROPORTIONS Cement (Typo I. ) Water Fly Ash Coarse Agg. 01 Coarse Agg. //2 Finn Ass. 01 Fine Agg. /12 Admix //1 RH 1000 Admix /12 Pozz Admix /13 Admix /14 Cylinder' I.D. 0 3080 3081 3082 Remarks: Cylinder Diameter 4" 4" 4" 611 30 1780 .1440 750 oz. /truck 5 oz. /cwt Grout Cylinders Cylinder. Height Area 8" 12.57 12.57 12.57 8" 8"• Permit /: 5911 TEST PROPERTIES Weather Ambient Temp. Concrete Temp. 'Time Batched Time Placed Ai.r. Content Slump (inches) 3 4 Unit Weight (1b/ft ) Yi.or.cl Water. Added (gals.) Specified 1:' c(psi) 4000 Grout Prisms. & CONDITIONS sunny 70 70 2:24 3:30 0 Test Age (Days) 16 Hr. 7 28 Mortar Cube SPECS Load Strength Fracture (Pounds) (PSI) Type 32,000 2550 Cone 51.500 4090 Cone 65,000 5170 Cone Inspector: David L a All rebar and mesh placed according to approved plans. P.O. Qox 300 • Mount Varnomit WA 00273.0301 • (200 ) 424.7500 4066XiNa Way Huhn 1' " • ' :Auburn; WA 06002 • " 106105:M7 (,9) 1,5 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 6 -6 -90 PROJECT: H FILE 41: 9 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 41 OF YARDS: 10 of 16 SUPPLIER: Miles Sand & Gravel Com TICKET #: 140344 TRUCK 41: 122 Pour Location: Stairwell walls, North end of building an Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. 411 7/8 1780 Coarse Agg. #2 Fine Agg. 411 1440 Fine Agg. 412 Admix 411 Pozz. 5 oz. /cwt Admix 412 Rh 1000 400 total Admix #3 Admix 414 Cylinder Cylinder Cylinder I.D. # Diameter height 3100 6" 12" 3101 6" 12" 3102 6" 12" 3103 6" 12" Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 65 Concrete Temp. 63 Time Batched 2 :43 Time Placed 3 :15 Air Content 4 k before S.P. Slump (inches) Unit Weight (lb /ft3) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load Strength Fracture Area (Days) (Pounds) (PSI) Type 28.27 7 76n,soo 4970 rnnp 28.27 28 183,000 6470 Cone 28.27 28 181,000 6400 • Cone 28.27 28 183,000 6470 Cone Remarks: All rebar placed in accordance with approved drawings. Inspector: Stan Wade P.O. Dox 300 • Mounl Vornon, WA 00273.03011 • (200) 424.7800 4050'Aufiilin Wily i�o:lii, Sufln 6 • Auburn, WA 901)92 ■ • (200) 050 -7707 COMPRESSIVE MATERIALS TESTING & CONSULTING STRENGTH TEST REPORT PROJECT: Hampton Inn, - FILE lit 9001 135 DATE: 6 -8 -90 CLIENT: Northwest fospitality'Grroup CONTRACTOR: Northwest Hospitality Group MIX I.D.: A , // OF YARDS: 6 of 6 Pour Location: West side roof entrance JUf '121990 SUPPLIER: Miles Sand & Gravel Company TICKET 1/: 140658 TRUCK //: 149 .Types X Concrete Cylinders MIX PROPORTIONS Cement (Type' 1 ) Water Fly Ash Coarse Agg. '//1 Coarse Agg. //2 Fine Agg, 111 Fine Agg. 4/2 Admix l/1 RH 1000 Admix //2 Pozz Admix //3 Admix //4 Cylinder' Cylinder I.D. // Diameter 3121 411 312.2 4" 3123 • 611 30 00 1111111.1. 1780 00 Om OM .1440 5 oz. cwt^ Cylinders Height 8u 8" 8.• Remarrks r Permit 0: 5911 ,Grout.Cylinders Grout Prisms, Aran 12.57 12.57 12.57 TEST PROPERTIES & Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Mortar Cube CONDITIONS SPECS cloudy 68 61 12:20 12:55 7. Ai.r. Content: Slump (inches) 3 4 4 Unit Weight (lb /ft ) Yield Water. Added (gals.) Specified t'c(psi) 4000 Test Age (Days) 60 Hr. 7 28 Load (Pounds). 37,000 40,000 85.000 Strength Fracture (PSI) Type _2940 Cone 3180 Cone 6760 ' Cone Inspector: Steve Morta and mesh laced acoordin to a roved .lens. P.O. oox 300 • Mount Von1 Qn,WA 00273.03011 • (7pn 424.7000 annfTiiTii:n We Linn: 11 . .Aihur. WA :slims •" ) em nem dE6.fof DATE: 6 -5 -90 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 30 of 66 PROJECT: Hampton Inn FILE f: 9001- 132 SUPPLIER: Miies_Sand_ &_Gravel_Com�anv TICKET #: 140247 TRUCK 11: 139 Pour.Location: Pour #'39, Last of 4th floor walls & decks Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. 411 1780 Coarse Agg. 112 - -- Fine Agg. 111 .1440 Fine Agg. 112 Admix 111 RH 1000 650 oz. /truck Admix #2 Pozz 5 oz. /cwt Admix 113 Admix fits Cylinder' Cylinder I.D. 11 Diameter 4,, 3074 307_.. 3076 3077 3078 3079 4" 4" 4" 4" 4" Cylinder Height 8u 8" 8" 8" 8" 8" Remark.: Permit i1: 5911 Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 12.57 12.57 12.57 Mortar Cube, TEST PROPERTIES & CONDITIONS SPECS, Weather sunny Ambient Temp. 70 Concrete Temp. 70 Time Batched 1:48 Time Placed 2 :45 Ai•r. Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) 0 Specified f•c(psi) 4000 Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Hr. 33,000 2620 Cone 7 53,500 4260 Cone 28 60.000, 4770 ' Cone 16 Hr. 33,000 2620 Cone 56,500 4490 Cone 7 28 77.000 6120 Cone Ins'ector: David L a All rebar and mesh placed according to approved plans. P.O. 0ox 300 • Mo::nl Vernon, WA 00271.0700 • (nn) 421.1500 4060 Auiiuni Way N�iiti; Billie 8 ■ 'Auburn; WA 00b02 •• (OA) dbMit07 ., NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706. 'Attn: YroM Dusbabek Gentlemen: MATERIALS TESTING & CONSULTING 1.121123 Egl 11 N jUL 111990 July 9, 1990- .:2_.,....:.......:...w... Report #: 90001 -136 Re: Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector Stan Wade arrived at the jobsite to inspect the concrete masonry units (CMU's), 8 inch block, comprising the refuse storage area. The bond beam steel had been placed in accordance with the approved drawings. Steel consisted of # 4 bars placed at the 4 foot lift line in the bond beams. Vertical steel will be placed later when the cells are grouted. If you have any questions concerning this report, or if M.T.C. can be of any further assistance., please. call us at (206) 850 - 7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING: Stan W. Wade. Senior Engineer 4050 Auburn Way North, Suite 6 • Auburn, WA 00002 • (206) 080 -7797. j MATERIALS gy TESTING CORPORATION NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: JUL,17.19901 CITY OF T UKWILA PLANNING DEPT July 12, 1990 Report #: 90001 -138 Re: Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector Stan Wade arrived at the jobsite at 10:30 am to inspect the swimming pool and trash building walls. The swimming pool wall had number 4 bar, 2 each; placed at the 4 foot level. Vertical steel was at 32" c -c, 8" block walls. The rebar in the trash building was previously inspected and passed. If you have any questions concerning this report, or if M.T.C. can be o any further assistance, please call us at (206) 850 - 77.97. Respectfully Submitted, MATERIALS TESTING & CONSULTING 0 J. Prank Spears General Manager 4050 Auburn Way North, Suite 5 • Auburn, WA 98002 • (206) 850-7797 A MATERIALS 1 TESTING CORPORATION NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: JUL 17 1990 c1TY uE 7UKWILA PLANNING DEPT. July 13, 1990 Report #: 90001 -137 Re: Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector Stan Wade arrived at the jobsite to inspect the rebar and monitor the shotcrete placement in the swimming pool area. All rebar was placed according to approved drawings. The shotcrete mix used was a 7 1/2 sack pea gravel mix placed at an approximate 1" - 2" slump. The shotcrete was placed at an appropriate angle. The contractor was Town and Country Pools. All rebar was thoroughly coated. A sample was shot to be cored later for compressive strength. The sample came from Truck # 321, Ticket # 27455 at 11:25 am. The proportions of the shotcrete mix were: Cement 705 pounds Pea Gravel 960 pounds Sand 2180 pounds Water 340 pounds If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING • J. Frank Spears General Manager 4050 Auburn Way North, Suit© 5 • Auburn, WA 98002 • (206) 850.7797 • , bi: /4/ T. ATWOOD • NINZMAN CIN$ULTINS ENSINEENS M • 'ILE COPY... r 1 understand that the ,Plan Check approvals are subject to errors and omissions and approva Of plans does;not!authortie the violation of any adopted code or ordinance. Receipt of contractors copy of ; approv' d plans acknowledgecj' y•' • • r .. i 1 ..~ .� Date . ......... ..................... .... t • Perrpit No. t. .1....1............. .,.. 1 !... 17) 2/2£, PHOJECT87 7 0 ATE0 9° SNEETNO, BY UV) 14.1 Vim. •r A% ± e %,�5 -1.5- 5-u 44f½2 1 a • ..�..�. , �j. ` p� l j 1-2;0■&165: 4164-4 (1)7t(2-/< .7S..t->e404'20 oy. ...) !,6/, e . c..J.:Le. 4, , , , ,.0.0,,.$: ici ,,,,,_a. ,,a03'CA 33 7 4=Q : ,00/7x/ Z) S;�S1 -',• . erne '4'¢6 /4 "6 ,• /i =- • /7 ml ._ i1 In ATWOOD • HUMAN PROJECTc7c1¢ / '� 11 O, DATE/45 / B II V J SNEETNO. 0- ,CON$ULTIN$ ENGINEERS , 7/// , il ATWOOD • HUMAN PROJECT 5,c1 � / SHEETNO. 9 CONSULTING ENGINEERSR. , • • • (-01"- T,1,44-400-01ftrie,-.4." ,114,14 11-6-4 ••••••1*••••••• • •••.,' • . Tq `I • ib6)(to 4-attf /9,16oli mill • ATWOOD • NINZMAN PROJECT 7 -/......._,2!rzV__....11/ OAT O BY t.-N SHEET"' 47 coNSVETINO ENOINEERS 74K , 11 II ATWOOD . 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T.; (4904111:i L40.4/ 4,24003' 55.XSx1f 2,E3 ;, 4// 16s l' 1% 22 46'6 ••• ‘54,;A,;- C /QC>pv ? 2Z ' bsi[ ATWOOD • HUMAN PROJECT Ff'b0¢¢ I J DATE Br SHEETNO. / 4' CONSULTING ENGINEERS 3 = RReler 1'0 _9ee�ree-t1 al' C 6 '�h .Aia } Rey•lee)5 As4L scb , 744 i 1 1. vte . wo/� l oc e-r , e on - , 6114 ; ' 1, ; cam.... . ; 7's A°i e---. 06- ; !Gt �opt'sc-44 1.-%te1e. - !G.tis !� or` 144- ec1 e.,,iel ; ! '1e4 ; cJea j•.y Go p--seee.... 4. ` dill liL 5/ Joe$ %/ 24// i 7 .al 1 R ofGr 4 /s , P22- v.41 c//UlfL, GI9lsg , ... Fcv ; 6.x 6 ' W Ss. 441E .5 .' .. ' ... ,.1; 7;1 ' l/C% k.: evv; • 085', #= - �m,9Nr3 .... 1 ge' 7. ; Oo15 fe 5.5 )e. 6} - .6446' . 08.x; 'Ic 41) .0O25k 5, 5 x - k. c� S �5 '� .. c 5. 00 h 1 i 1 e,fige. A. 2o-21 106,74 ' su &1 • 7 / Fly 141 i- ve.c0 46 Lieve . :'c 4cl Vi-7.. S S e- t` u 4/./;7 / c5 c ©i Vi lost �o i L', arfi cu// lG� 146e- ae `, v� 4" , i 44 t‘: °`tev -f.k. Gi'a // c.o /4;i4-71, c, pGS• .2/ -foie‘ 6Gcr -Z ilPROJECTe00 III ATWOOD HINIMAN DATE O /S'D SHEETNO. CONSULTING ENGINEERS 61i- rit&do Fa, - gab', 4714 /. Peie 'ett5/ ) 1.7 c-47(i" .1 / ° /: j„ `44' „ f) r 0 :n ("viz oLi / s5 Hf—k014;.1 0111446Y /Oa C4f)411b 144:415..■ ' The, cve boe'izeyA r/4 / 64e..0 -ft> sh.4, e- 51 Lls 144, o4oe_s -4424.4-7 ?let c,t44 1"/ 410 1,•-• a6, am/ 5/ o a p, LI 71-41 Ot-70, Woo i■ • / ' s a ciirve.ts - / 1USG Se.c 2Z? // /caq' !c-c&s?`' i\;1 /Q CC.' c,.014c40t4e,- • ; 40,./..244t /I s'4'eAre 0/sc L;vito-61:Z 4 cii/6(.4:t5 I ; -40 71 y hoe,/i4 .s4eatk- Ic 7LLJee21 /4-'74A-, • ;i-i4 044.Aevr7 6/ 01/1,1/ at • 49 ot-t,e-e-1/ 4is I C4141 24 714 2/ x co, 000.--t 1,4 6.e. ale_ Ge/ or ea/ 'k,tz_ 714 1eJ 44.4f <2•1c-e--. R0-406 ' P66 - lcs/ 54.4../.-74*/ #434% k17,+ v-4/-7 x 41 3 oa 4/,7y fr , • 7140, . eti// a -74. 7f3.674/3".x 2/4/k, 1 ; .1 14/ tt.J 6'‘ 1 / k 6v- i eq. / 424 4, 0 1. ATW000 • HINZMAN PROJECT614544 **AO:ft/AAA) DATE .00 SHEETNO. CONSULTING ENGINEERS •6 -CG, -7 4 • GI�L ;26,47 D s� v 14"1" y 6�. ash' . b� 2z //64) 1 4's ;pi E 7•411 ccevo !2," : lei/15A 4o "/, o do. I C(ci/olMGh JL+ Di)u�9 • e- 0i7;,�' off /, ! C.c�vy'cs ' , PA ; !/ / av, " O 4, L/ /'O 4 4 , c-o�, vlic.�4ae..' i p 1 II ATW000 • NINZMAN PROJECTM00 ¢ � /N DATEc SHEETNO. BT-4a— CONSULTING ENiINEEAS �1es�S�► �F PIr 4%DL SZ -1/66 = q6-6,/ / ►t" -61/6C 2700(b) 6 - ° : Z / _ 3‘)(0,9X4 14•0,40s. e-x/.12/e. local of Per: r13G 'SC/14 pe-309 i?'1Gr Yom e i / ti, car 71-74 t4 ol,(S Rath T { / O ✓74it 5 •c?' 1122 , o ' , 7 _ ✓ -1,/ ��s �b r .it . 3 6 =Z7 )-si SI/ l��z/ 2 • --� // / s jox -711 = 237 u/W -/d tto S &k Pok-c /1.1 /3c - ic/10 63a 5 /�ers5 = F„)' ? "d 27.3: _. 4) 27r *7 601/ •2.57 Ve. 3)(7i aV.0'46 `X33 j40,41,'z7a2.bo 141/23).-:*g • ;gx 6= !2•9 6 � ATW00D • HINZMAN PROJECT8611¢ ,0�rr�y. _ham OATE00 SHEETNO. Bra /S CONSULTING ENGINEERS I�PROJECT� h]coiisuuNG ATW000 NINZMAN O DATE #V* SHEETNO. /4/ , ENGINEELS 5G -3 - Oes o sly ! Cedukr, Net Desi w111 / b& lam' bw✓,►15 11, 045_, beak,ti Bear 1hc, S1ves$ thrive -sa- Peep )Ale -(o `FoVE ''e ! fs /844- gab 234 'ire (P2c), 1-s/ sh) oY 8 p 27/11-67/..-342 002,/,143441 I .35' tc, 4000 1 ,:t } u z7 1 /400x /. 3 3 /S 4 6 ie -i! Gl�C23a49 4x‘- = (37'3)x6 6E) 4.0/ 6P ° ' 3t3)" 8 +5 tS")' ohs Gvv. s '`aaz /810 : /l63 PSG. 4X6 o - 1 d P3-/ (�C� 4,, 2x.5' 12 j5 8.1' 2, .1 i3 3e, N. i7 'ATWOOD • NINZMAN PROJECT67 ��/ //� ZZ DATE SNEETNO. B y A4. 2Z31 'I CONSULTING ENGINEERS MUSGROVE ENGINEERING COOLING AND HEATING DESIGN CONDITIONS PROJECT: N/qmP'7 /) /NA) COMPUTED BY: Q, /j SHEET 1 OF 2 V DATE: 7- S LOCATION: 7v gun L.A, 1M. R /A/4 74/ CHKD. BY: LATITUDE: ELEV: DESIGN TEMPERATURES BUILDING "U" FACTORS OUTSIDE TEMP. INSIDE TEMP. A T GR. /LB DIFFERENCE WINTER "R" VALUE OUTSIDE AIR SURFACE MOV /N4 AIR. SUMMER OUTSIDE SURFACE MAT' L. , BUILDING "U" FACTORS WALL MATERIAL "R" VALUE MATERIAL "R" VALUE OUTSIDE AIR SURFACE MOV /N4 AIR. .17 2.77 OUTSIDE SURFACE MAT' L. MO P t YWT T OUTER SHEATING MAT'L. Ya' 6 sip. SNe9Y/H. I. 3Z INSULATION 35/8 4 BATT 11.00 INSIDE SURFACE MAT'L. Sig II $NEeETJP.VC1 . • 5'4 INSIDE AIR SURFACE S-T/Lt A!/L 44 , OTHER - OTHER TOTAL ., %(o. 50 "U " =1 / R TOTAL • 06 FLOOR /ROOF FLOOR MAT'L. l "R" VALUE ROOF MAT'L. "R" VALUE OUTSIDE AIR SURFACE MOVW MIL .17 OUTSIDE SURFACE MAT'L. ; •%%%%% SIN4Li PLY IMF OUTER SHEATING MAT' L. St`,���. f O'.. ........ R ° -' INSULATION Jo • ..lb Jo ,N n• •t 4%5.... . •. . K11 7 ii E X Tactics) 3 J .7 INSIDE SURFACE MAT'L. pf.�lf�/ , s ��� GONG2E7it 4.9'D INSIDE AIR SURFACE P��' 5�' /LL RJ2 .%I OTHER i ,oAD�,gtu► �.�� ; OTHER §, CS .4. TOTAL ,,... 440, V3 "U " :1 /R TOTAL OZ GLASS /DOOR GLASS MAT'L. "U" VALUE DOOR MAT'L, . "U" VALUE WINTER /SUMMER I" OBLE ui A .44 MUSGROVE ENGINEERING Mechanical Engineering 4619 Emerald Street Suite D.1 BOISE, IDAHO 83706 (208) 384.0585 JOB-1:1ARP112&/424,---=-12g-War-CA--- SHEET NO "7 OF CALCULATED BY OnlY DATE 7-25- BP CHECKED BY DATE SCALE ......7:074.4 ......... ..07/4.. i ./e ........ .......... • ..W1.019 ......14111..le4. 4 . overim)1.• wA44. "u" Feic.-7612.. b S es : •S 11" Pi.' pit .r. ,g7I• . ./A1 I 1 — .. iv , 0...4.4"....4 Pa) I v .4. u A4,9 • 0 4 719 P • 0 (00..aS NBA-7w 6.41,7 tiT.-tr it104,771 ...ctiV7I0 Te.71.4.- , 1 int- ? 767,- 3 VI:PO..5' Z 6 4.39.* ..< 'RS - , Fq 1 b. 1, .4. . 6,041101011•16% 0... op ........... - • I-J....* i I t, „ # - 1 • .."Z2,1' .9414S 1(r).°14°. ti 14%16101116.. .. ' 9. At. .. e' if , , • tg4-0. I' 441 • : -ft I i • 1 Ile a: . . . 2.2141.3. .-.. ..-... , . • I H 11100UCT 000/01/114. Gook kir OWL To Onir ROE TOU.1141 HMCO L. 33 MGK'EL'L:. F. ENG i NEER INC /fee 4,40.0,001.-0,... 6ofri; ryir aver/87 Table No. 4 -J, page 31. Revised to read ss fellow* MLR 4 -3 Non Residential 000upanofaa SuildiMi 3 stories or Less Naxibuo Allowed Y Values WA d Ninimum Allewsd� R Veluee Zone a N..*a.aa.a.aa. Slab' ceilings Nails floors en Grads (online! it .aa►a..a..aa.a.. tnetslled Ue Luba 0.036 0.31 0.01 ((4$) 0.036 0.20 0.06 l; 1 Insulation snail Its water - resistant materiel manufactured ter this use.. fable No, 4 -4, pate 31. Raviaad to road se follows* All Ocaupanaise Suildints evv ; Stories NaKieum Allowed V Values and Ninisua Alloyed' It Values sons 1 e csLlinga walla *leer. .n avats w 0.00 0.06 0wr.a0. -0.400 installed Ve LULU 0,30 0,01 (f p) 0.16 0.0s l; 1 insulation shall be water - resistant material manufactured for this use, SECTION 14506 LINEN CHUTES PART I GENERAL 1.1 SECTION INCLUDES A. Linen Chutes 1.2 WORK FURNISHED BUT INSTALLED UNDER OTHER SECTIONS A. Section 00300 - Cast -In -Place Concrete: Furnish anchors for casting into concrete. 1.3 SYSTEM DESCRIPTION A. Linen chutes for removing dirty linen from corridors. 1.4 QUALITY ASSURANCE A. Manufacturer: Company specializing in fabricating linen /trash chutes with minimum five years experience. B. Installer: Company specializing in installing products of this Section with minimum three years experience. 1.5 REFERENCES A. NFPA - National Fire Prevention Association. B. UL - Underwriters Laboratory Inc. 1.6 REGULATORY REQUIREMENTS A. Conform to applicable code for manufacture and installation of linen chute systems. 1.7 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Shop drawings indicating method of assembly, physical measurements of equipment and accessories, dimension tolerances required for shaft, anchorage, chute intake and discharge doors; water, power and alarm connections; finishes, and components. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deli ever products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Transport and store products in accordance with manufacturer's instructions. 14506. - I D. Protect products from moisture, distortion, or physical damage. 1.9 WARRANTY A. Provide one year warranty under provisions of Section 01700. B. Warranty to cover material and labor to repair or replace components which fail to preform or indicate evidence of corrosion within warranty period. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Midland Metalcraft Corp. B. Substitutions: Under provisions of Section 01600. 2.2 MATERIALS A. Chute: Aluminized steel, 16 gage thickness; 24 inches diameter size. 2.3 INTAKES A. Intake Doors: Stainless steel; UL Class 'B" fable, side hinged, 20 x 20 inches size; hand operated and self closing. B. Trim: Stainless steel trim, 20 gage thickness, embossed "SOILED LINEN ". 2.4 DISCHARGE A. Hopper Discharge:. Type D -TH, stainless steel, with top hinged !'B ":fable.': ;fusible;: link hold -open. 2.5 CHUTE VENT A. Vent: Aluminum, full diameter size, extending 48 inches above roof with solid top, flashing, and bird screen. 2.6 ACCESSORIES A. Sprinklers: 1/2 inch IPS automatic sprinkler head at top floor and each floor below. B. Sanitizing; System: Provide as follows: 1. One One 3/4 inch IPS flushing spray head at top intake. 2. One sanitizer with proportioning value; one gallon container, plastic hose, and bracket. 3. Access Door: 12 x 12 inches size, 'B" fable for access to sanitizer. C. Floor Supports: Angle floor supports at each floor; 1 -1/2 x 1 -1/2 x 3 -/16 inch steel size. D. Baffles: Rubber back draft baffles at each intake, 1/8 inch thick. 14506 - 2 A E. Through -Wall Door: Side hinged through -wall door at ground floor; 15 x 15 inches size. F. Automatic Chute Sanitizer: Model 15 "Verti- Spray" chute sanitizer to lower spraying head the tenth of chute to completely sanitize chute. Electric controls require 1/2 inch conduit connectors and 120 V AC power; water connection 1/2 inch IPS; back flow preventer. G. Heat /Smoke Detector: Provide detector for connection to building system. 2.7 FABRICATION A. Factory assembled with all joints welded. Lock - seamed spiral pipe for section with out doors; expansion joints at each floor. B. Intake doors bolt to throats formed into chute. C. Chute section to be flashed inside the section below; without bolts clips, or projections inside chute. D. Fabricate supporting frames to postion proper intake levels. E. Provide supports at discharge door and chute offsets. PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION A. Verify that shaft and openings are ready to receive work of this Section. B. Verfiy that openings are size shown on shop drawings and are level and plumb. C. Verify that utilities are accessible and of size shown on shop drawings. 3.2 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Assemble chute in place, align and anchor. C. Connect to flushing water and fire sprinkler systems. D. Connect to electrical power and building alarm systems. E. Install roof top vent and flashing at roofing. END OF SECTION - 9-.4* -per, (cam, . ' . ?mob (6) /.07e, (4) mm-,e a(03. s'g- (.10 k /65; 2'r X1,1 0,1 N / • 'G- 6ck coq �Xt• 1- E3.6" y zbu= / - Az- ,4* (.4r+ _ . c7 , gear day. e-,, D e -,4 6. . r frpl,c7 P� C ) -= o.&o 0.155 -'c. (A--) -Mt )4. Peni o,od(o o,E,5 )0_ Imo - .22 —+ Cox , 23 /7/4er 104 X 14'w 240 11 2 1 a (4-) 165 z 114 id& `27" -vc 47 - 2q``' 'Of iNy # ,44) I � 4 x 1,4-(4 1MtAiL "Uzt 1/51.0 �- (4-/s1.10 0)-46- io i Oa*. CZ/ 5 i,' [JNI ATwooD • HUMAN/ PROJECT /7700 �� � a OATS �5 SNEET N0. sr K) 1/� I , AA•PS2- 4/.•.4_0. rnUtIIITIII C rYCIYrFYt ATW000 • HINZMAN4014 Pa01ECT. c /N t DATE 061 "En N0: Ii' Imo\ 1 A PeueuI rill@ eueiurcae ATWOOD • HINZMAN/ PROIECT8100¢4 / DATE `�..._ It SHEET NO. .,� CONSULTING ENGINEERS 1_ %►:�o ) 1 . cr b .�.,,.� --. 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HUMAN PROJECT 11 ' 1 DATE SNEET N0. 1 Y K. � � , CONSULTING ENGINEERS [ATWOOO RI • .NINZMAN,1/4i'PAN. PAOIEC$`44 I/V t', . OATE 1 OT A) SNEET NO. . CONSULTING ENGINEERS Dellecitap, oS 6t1f 5% r4( 6,e744 g0, •1 J , /z ?eaas 3c• 4v .4 3 Pelee icf /z ,oz Z ^ GI- 6-76612 J -3665,6 � 4- U3 _ iq Ise /a 4.¢ Ae Ned 31-3/, e..- rwilf its Dete.c401,, 01 &el/ /o w /// ou Mur=i4 OFF Q 1 Z 02)+ (x 242(3)"1- 2o¢ &1L.9. 4x3 060)(108-3469 7'10.215)( foe' (3)‹ ii29 - fog _ To co c ,' ��i9r sI v e /fechOil ReIIv .6w•JA11)' b4)11, J v/'iei' `71 2861 3 <� 2312 8 - M .sfov dell/ l a /lowed, .005 x fOS - 2. Of" £k,: 6, ; (6,7.- 0.0 � � 1AOlECT I DATE SHEET N0. ATW000 • HINZMAN �/ .1`/VEAs CONSULTING ENGINEERS NT a Ft Opt..as rJln4Lnr q9 Lei/ .w Kh 01 FM P 1 Nora- Coo+ •/°w2'r4 J°MovI NN01 -, u //S /1, . ), h f. (...,e// 4.. 44 //e l, (A/ 714 /C-41•re Qa/�vr4 G� GGGOUH r‘ 110 - /e �y . ( //al:ir/�. f /e- 7 4s g, <C/ //'be(�� y1-,43.041 414 4,6 N ;ea lcfi� ST /�,�har�c, 7 /3 !S (2ND — ,Poo L_1.ATWOOD • HIHtMAN PROJECT o4)4i' .1ba 1L1&)b .. L A/4.., � 1 1�1a..�� OAT( '�___, $NEET NO. .. /-1 7' a W- i DipIi at ec.Cc Ul3c..„ • Fov /G 23 /Z• R0- 4P4 301 247d Lurk G tut F, -.408 x . / /6 .< /57/2 w X08 �3 6//6t. /31 "wr x/57/ Gdpr 1,4- / 414 el' 064'. 414 lei-el,x F). = 6/levee / 1c es a ivar 01-Sffe. Pt, lafeQ l faces cr//ed 6 Iv ' 1efe✓ 4 .2Z' wr F, = 40871-3+ o hwr la> /34. 3 0 ) /g72 °o 74-23ovi • wr ,1375 et;,.. ('//6 71;13/4. /31 /--./3 J /57'a 2 1 = . 3 / , 3 0'7� . 3 x ; ez 'wr . 3 5 x . 3 < * = . / e-s■/4 NO re - F0vc., / =? 7- 67 Roo, = 2Z* // 2g:98 Ps i.= 3R = _ / Q 4 '13 / =25.11 PS'F '. Use `00/ do / //es fva le- ItC.P✓c.Q.- /e c- .v . JVore -..2Z1 rs I. 70 lat 0r -/o r evuF c ,.s -�.. 6v toy off- •,/66 tar - Ch 4- / • //6 ,a51 K25 '</ 75. 6j/5s A *75.51`.5" • " / 305 •'°S!= mot, / .'c on g. (3 =,1/,,57, 5I 175,5__/o.5x25� .1x.224 -El ql +19.¢ 4-5f 3f 3f ,(,,41(, cr ' 2. //. 8 ,‘.1.--8.0(.5 V�, = 6 .-- 9.bx 5 6366 t = Rpga f'c!►u+ l 66 g 44 • `7 8. 4 Ias i Gok. 2645,• �� 1s NI ATW000 • 'HUMAN PROJECT 00 14 /,U4/ DATE SNEET NO. 1iEA___-_. C/ 1 I .. I flNSIiIMe EMCIMEEIS at £G = 116Cll7g57.54 -115 434.34148jx.,2 — CZ7-H3-. 13.9,E j3.Qf2.24�S,3 l.SS /fp � = 155/.5)f = 53 q/ fist= . 37 PSI ••r MGx ,e64 61✓eJs 1.44 :' ( 84 ftlow( - 6 g2 ,f too o `75' $f . e5 has 4-70z< 6t, • uRG 26z5c 3 643c-2.4 /)()s - rr'��'+�d,r Ed'w fe., 4e4,c45 Vvess (,v7 19veA 4/ _ )2C 18x.///= 1.44,A/ = 66,5 n.Z2f =/99'7 k . 2 11. (06)( .573 X //4 = `7Z 8 irvv 1-46v4/ /'7.4 kip. 040 voloq' 40. ax 93,33 . 38- S x U4 66 fi.z *3, etst6 +77 \, o — 14•cr7X11.66x`Z5- 174"//66L• 54 -2.6 3..5f4� fS,Sf�-5J /0 .2 02 - 4fias �ry� 4110;1 •Sx ,, / 0204,e/03 '- /4 = 32 Ego PS,t S' ` 6 - 3/0 '°".r. 3/0 = P Si � u 22-8)( / 4 .3 2-o PSI tae 6,� Cam,, -) 2'e 00 = Boo Ps' / uBC�.2‘zs-t',3 'o ,d s/o�c ic l4 Ham-' Y�Qu, �� r /'� G�. SheCte ivy 011411ce,SHv - 24401 L e v e l - dce- iD (/dG40i477%104S 4/GGlS if G t/ a� !7 24 c.-41 23,1- Lei// t,F of -0494e4s,Ar. be el 25 4,4%, ZZ eH 2 - t +,13'75x u1166x Zy�731= 20 w t to z �(0.3 8d,3 3 5 8- $ kip ' 208 / Z5 k. y - 1 263 P. F $ 6• P6I J V = 5oh� 4 ='O. 6,,s,'C NIPROTECT • ATWOOD • HINZMAN . !lg'I_i DATE //h7 SHEET NO. coV /-a . I7 . CONSULTING ENGINEERS ‘1.0c,✓ - Fv t6ta+ -, " Da k pelev de44041'1 "51" s rate dot - 9G" - 086 2(26-c_ 3 9' -.SS 15)/V.13.2 6/ sic b (51.4) J 414 24 IQ,.,../ I tfa4, = .1,ti %r 431.) ,C/ 1/? • MI Top 57Leesei r .13 i.-12 /Fr Fdr 1/ /e0514 O7 s44 111/4 i--./3 - .23,�z t/., = . 23 Cc; 000 )4. g2 $ o lE*7r ( =1,90 o ( . 2'' 0,6 x/2 = 5476490 = ..5`r &do 8 ©O ' z • = Sago /,c.r .ScxS&so - -7c38 'k//r vw - `703 $ /60,12_ ., 6: a3See s4tcaz.v c-GrG" Ala (C/s) 7/, l/{ ' c G f Slekcie., hes //e' OC/ 10.1/ qd r = .3x6.6-= /6.6" / )rJ4 = /4 =S6 6-7aZifrecoo 3,6D5, 9D,€ '' / rHK c/ - Q =7 E1- 2N 9/2, 5/ Z `t s pcjp "! 1. o b v /- 0143 .o8 -7i /. 0 .y; sc 4 P 256, X27 , P = /477%- o ".77 NIPROJECT ATWOOD • HINZMAN - /0 / DATE //1 SHEET NO. IT &A Cyr / // .d■ rnMSIII TIMC EMCINEEQS F,r u1/ &r CO d p- 22. I C G = �1 �o- Ea.. F= ZICplvr �44 AIL. , 3 4, x`75 <(40 -'.226 x'4-- /4.96 r � /Jn 26. 6214 gY Z1../ 4" 146S .76.0.4,p4 4 /.7L - +-1,7x 25"44) = 3246 4'fbi3bc . c = 6220 o DL -ALL 5o ■hs a,i,, ,JL fLL, IL ta- 1125(242 -7 c ATWO00 • NINZMAN AL-10 DATE / %dr NO.. ii s 111 r G ISNEET /6 1¢ CONSULTING ENGINEERS Sheoe 6, %oorc, l y 01 c J /is Rele_r Pere" Lea& 26/f (1) r o t , % 3 k, / t s - C4fcc S 4 e t s • - G I , g G • ;-6% e7;* 4- - '9c/ lia=211-aco ( la) = 66787 fiG = Y. '3 * = 00 IL. 3(/(54.3)&lzi,egsigt„/, #414x /8,3o¢.4,96 /. �Z ) se, 7z /J 6v W8,6?< 6,jg, — .O 01 /11^ flo/1t3 •-///-3 (� IZ 6z. /Z Qo D\lz ! o g5 { 78`7- 81.�00 = /z4, /zs A.1 !9c/ /l.3_ l., Or Load- leLc' Z4'J/ / P _ /7' (413-0-,26,,<,/5) - .9e 234. o_a5- NI ATW000 • HINZMAN PAOIECT" /1 2) ;7l /d./ DATED %�q 7 SHEET N0. r 44- yi ... , .wuwu1 ‘1uw ruwourree e 4 O l Ltd/ )A32 D��sh coy /2 % -L 30% of OKAo5GHU l Cures 23)Z • (6)1 34- 25,5 1i 9.6 4 3 Z 6 / - 3 di 0 311 '6" Yt1(14';/ 1.. /.1.11* X 9 -? t X4.5 55.3 +,3x/4.7 = 403 73.7 .t.3XZG 8 ' 80.2' /o.ti.B +.3'"/'+ / = 111.5 l%� b+ 1.6(19 g3a asy$ 1�•' p 1-2 ft 25,5 A 25, 8X34 243S. S'• 4113 • 2q 230 ,i -k1/-,.3 ih.4.`x = 1gX2 2.3c =42 ZZ ARC 2CZsc�' ?.‘ 12x25)1- • 5 2c0 r - S 82500 F6424., Gt.A /may • /L35 2 X5.5 Cc ..c& 0-2 .196 74/6 3.5-- 6 6 . %e,, ec, 2725 5:)—> "L le 46) Nofe - . &c 571 -ass „Cvl /C4 u s s.. -ra G 014t`r.c4a. Q bj 14A 0' / 3 b� 7'48 3 (Aid/ // f� a ccv ✓ea �a GI r � 41,41,10,e y � i ogre. s 4.1 ,"'� ttop i 0? A.i, e-ar ye Ho 42 of. 424., fl-j ATWOOO • HINZMAN PROJECT 47 1I -:i OATS " �� Hi SHEET N0: C4 (71 11_ rnlieuiTIME tliciilttoc -3L14, -bz Lys= -gv &I�e- ' P 7 :yp // 4 2bzir_. L. 1_40122_, . /49.c ,. /41gc/ • %%6,5 x (2442) 2 RP a 6C PC2' `oz • (70 25 W05 x 24 12 g r 3• qc .)1t. L 11e, f 2'- ILIt . /65i,?z %7 =7 .33 - - CheA. gG / //m - 1. ',€ C 2 6a (4) Foy kw 11 32 - k ' /• it s / 1 /. 5 - 15C 0S e..e& z-6'(5-) Fikao 6/,,8x12x25.5= 2 `•91.6 2,j ay° x 5.5 K 244,5 = /7q 3 /h - r 6fr< 6 - e8 W g;' - ale.„ . 4,.,m 7 oE‘l;z d es: or CEO e7 2-W8 r zr-94 0,90 Sz lef s. 6, of a // /44f A:f %,. s4 Qcr - f!/eG 2625 G 3 x(2&8 7- /o) = 227 L4,l'// kg- /err l9 G,1 ATWOOD • HINZMAN NoIECT� 4221141 DATE/ BY SHEET NO. ci 17 CONSULTING ENGINEERS v1'o S4► 11.8 23.s'.3z. s 1 9.8 a s— 16 -z 70, 2 4.3 K 6./ 34.a e— !2.c 98-J;3x8.Z -13. . Z e- 42 ' 174.) '. Z4 r 9/.5- 2 • D - 4 2 . c 65 4 - 12.6K/7 4 26 5' /6, Z 4-3' /9 g 1 b‘6' -1r. l_ 4x/665 - 23 3/ t 279-7c "Ar Gvec2G251 s 00/'-) :74 Cho ('7 •<2 IK Tlo 1 I /3?. 24,5 17 8,y 4i+ 3.4) 3/.71, 2‘.1.14.3)4 /6,3 : 3 /, 2¢.48 4a. f lc, x 07 s - S L?7 63.3 f. . 3 $3 6.4 : 7f 2z (�. L f.3k34>: 78.8( NIPROJECT .ATW00D • HINZMAN B7G ? MOM', iltAi DATE g 6.1 SNEET NO. (4 I 14 COMSOITIMC ENCINEEIS 1! 3z' 2 d F /o491.- • m- 3f.Cx2S-5 25;S'.r,4- Iy'.� #x�.5 t /4av -, /9X 1. 4� - tog 3 =�, - 21 06 0 A-0.0 10X2a5c 00D i 9 i 3 3 bd o6 x 5- Sv0 -•f/ )i c2v /S , b c71.7 ' Z4v(2 '`S �.s'= Z. 41,4e. Sed /:k /en. )21 ipora 3fQ - 3 ¢, 5 .c 1.7 4 2 5 .8'8-s = D5; „3 f.*!/4742 5v5. $ , /.1 / /z8 = 4,,, '13537 1353-7.., O3 o �9 • 6 x'.,562'fr 2 .690 O S 2 7 . DOOgE"2 gx /2x : /� ATW000 • HINZMAN PROJECT ,- V), ! OATE32Ncif, SME,ET NO ii, 1 , Cwt !a if CONSULTING ENGINEERS CI�d4 C /4a..n3 Ale-- •0 vev Tin N'H j. . /'�S.ei� Gt'3C Z3 /Z (c) 7Cs COlc,, c•-. �. .t a // re:, R� �� / /�S r.� 6Z._ o, 8LL �- 3 (A`, /6)E SSDi -4- 3(R„,8)• temu // Z3 /7. g.4 20, 1 Q, 8 t.3,q0,Z 20.q 17.E `ao.2 f. 3 yi43 37 ?? 7. Q6.3t ..3X5.3 .4.5.44 2 �fri'7 13 0 RA • r: 4;3 (a 6.x745 f- /7x12/'11"Z.- 6-)e zo.cr - 35.E kilo. =s•s � P‹ /36 - 3e< (a ),‹ 3 5.5` - 2/6. g %4 nox = 4C, f q. / )c /6l 9 z 2754. /Yr 541. • (ere,, •t27 L�w� 106Acy (s n P /60 + 3 *e *4 �s 25Y* rn c/5 t 1q4" = 35.6 78 = 48,5 , - /8& -+ 3›. R 7xs K - A = 2 as /. 7x Za- , ATW00D • HINZMAN CONSULTING ENGINEERS PROJECT mm 341/0 44 GATE 30/4./ iv 6.4 SNEET NO. �� &iai/ c.t Revsfbat.vok, �D�slr 7/4-, De P < 2-7/ / 1- 3 K 6x •.�/ = fL3f ., 5 /° 1531 7S g C u �r 28 'fi 286x47= '844 fiss4,s4.2_ /Yo DL in CO/ ce D. s, c-4 //. 56e/ 'H - /4o kn 3x3" 4.,e.41.&-(40/- /3.31- 22. A. s /5r _ /40 - 7. s re-, 0 l7 lee" • - °l • 416 = a f8��. /9% c2 7L 3 ,G? i 1.v, z- p3 , , ' //o . . / • /6G- ; H z /,Gr A..s6►iw,c, 4' of '-c )14 si ipPAOIECT�� ATW00D • HINZMAN 1f /1,1",71,Y 41A1 DATES ?� IT SHEET NO. �� /I.% I el) CONSULTING ENGINEERS ec4 o 7 S4e '' C� f' c- z< a I* 6i -d i� • C.vt //S fie-/e J9G' //. 8. . /fie / v PT7 _ _ .. • (v71.5 _ . )5x 26') q 5231 ReA, P27 14, - /307� _./5x2-6) `/ 7/63 /e /eV- 102/ _ !/4 /07q 6-'(4 . /.� wzd) 49.5t8 /47 7 eZ x55 x (& /2)- 66.78 7 (I2i -401, (, X 6 x /2 o6" oo ‘ 1/ = (i) + , 11! (JL)J4■1610wK 12x8 1CV‘ 56c, Co 12- lv 1 85- .66`78`7 - /eXgC0) = /1'7,34C 3 fey -16a4_. • Q 5, Grp aec kfrz.ow r T4 „ ; -- ) Fa. cove,- -/eeht, /Z / - 77./ 4 i55 ,<gy- Ash t , 12 `f' 440 � /Z,y r� . Rill w D • NINZMAN PROJECT % l /it'i� DATE �y SNEE1 NO. Ni-S V ri% CONSULTING ENGINEERS Ckee o7L Dc-7L Dc-i-c, 11 1 41 Paley- to PP3e `S of cce /c.s . i efe • IAA/ l ? Sc-,ye, 17, / f ar, // S J-o GC.174 /ti to trace, e-6 wie 1-. A- I I7 S'7 e.-e.- te_ o �cc�� -.��, ((s . I SG L/?P O T6• L•3 - a /fc' s f'oA / hOvazcw,7 56/eiv -47 c.� bef�...aeh /'ku.Gu.. • ne5 . .,.- L°IA- es-77' pod, 71 0 T o L,%t Dk..ev,1 os a- $vs,a / /er 04 PA- I"; ,, . QM Fol. ve (7 , ior = a 2/.h'- 1.4 a 2/ 13 a, 600 /6r. 3'o by d ` 3500` 51.5A 6,1e/2:-. /04,400 / M-, 8� X, c 5 = /53 03 0 / RO(4 ev. t'o / 1 / 1 / : 5 0 A 0 8 2 5 3 ® 2 _,_. 19 C / //...6:,.5; 3 cam- E. of ; 514,20, oh SZe/ F7,0a- •3 /T) G cr v: 36/2 = 2.2 40 /2Y 14 = 2,2 1. = 3_ 60 k7 /Pr a eG z2.50` -t0V t. 3 & / Z psi .// 1/ - 4 /AA 6q6e614. ox /o -6_ - 1/� 'f6600 = 56/0 /� / ,c7 (Nor/:-, sP (1 is , 60 110 /01 Yeoa.- sc) jATWOOO • HINZMAN NI PROJECT 7a /%r /M /�l-,i DATEivieG• SHEET NO. Pi 1/1 d I 0 g _ CONSIII HNC EMCINEEIS fiN DL 1L Me44, 6c,,- 6^ 7 t, ,o, /, /2. ' .03/7 `ih,. i'h c., � `� ,o, // /2 7 . 0.3i6 /h HS WI__ tae, • GI 6 ; 0223 k �w 14/L Nl�..,� -7��. 0/1'1 1h. /so pcvec 9S"-- 0474 Puf - AA,/ •papa- '96 13& e. Lo/Ce i , 5 -7 Rol 4- 6 j /so • 5- G30 2� /13)/// /6/ ll� //4 7 qZo 2¢ 1!x///1 8 630 .3112. IZ2. q 8// 2.1' Mme..«, f - 404.,, C - 6.8 IA? ok•evo/ - ri7e..,,.6.04- 5-7 3S- / X 3 / &6- 7 Cc /t,: p" M M2. 423 ' 233 7¢7 3 /mot 318 SAS /I /-7 3 21.-7 2/ See /Z.3 • vo /30 2-c 5c.412_ 1-q A • HIHZMAN PBOIECT <,��ljr% DATE /D SNEET N0. A DT[ �,� A d'c I 9_a ,CONSULTING ENGINEERS CI.e_64 at flb - • deter, js - A8.0 EIS - 22.1 C� Cd = 4 ) C4 22 . I x 1. I - 36A- PS Fvv ke y Ho/es - , ► 3 . 3 10 G, Sl��.rG�c %yob r /"."7 /6, �g #,E6 35S ; Y1 G S *0 ) ,C - /G O.G, /0,1' 354,. PSF -7 ft 6 -o , , c, f //cr I( uac. pav-4 eit R• Zx35,4' /' /.f /r I e4 v le-450 /1e f 0rt4 2308- Loc./ ielc i y Rsh -f %" , 54c-d #. 439 h O ps l' coNe, . /g/r/ � . e4, d s4 c.e/ 3" / s,Oc a '" 0,c, 16s 1. f' =2 r-3" 16//7- FLU.v, /l)SC, T6I.1f.4 S%c- ,v ic-, •G la 4uZ " G ,,cteL,,/.. 5/ 3, Fs sr-4,64.J /0 - j1n� i S-�✓oa L 210 o )10 x.37 630 nsil ATWOOD • HINZMAN P � JECT& "a ��'-�+ 4* / /// DATE /Die, 1i GA SNEET NO. CC ii, 1 t'A tIIITIYC CYRIYUIt • • it) /446-141 DESCRIPTION : PAGE:_ PROJECT :HAM INN TUK WASH SUBJECT : LATERAL & TORSIONAL FORCE DISTRIBUTION FOR RIGID DIAPHRAGMS DIAPHRAGM LEVEL :FLOOR 2 > Lateral Shear Force > Lateral Shear Force > "X" DIST. TO C. > "Y" DIGT. TO C. @ CM Acting Along .X' Axis = @ CM Acting Alonq /Y' Axis = M. = 106.27 ft M. = 63"95 ft DETERMINE CENTER OF RIGIDITY -f WALLS/FRAMES PARALLEL TO `V" AXIS 1099 1099 MAX. *M DIM. = MAX. `Y" DIM. = (Used for Min Eccentricity) kips kips 151 ft 188 ft ' \ N H L L > WALL WALL > WALL > X-DIST. >END TYPE RELATIVE STIFFNESS ' | I.D. THICKNESS LENGTH HEIGHT FROM FlXED=0 H / L STIFFNESS x . MIER (in) (ft) (ft) DATUM . CANT=1 WALL/FRAME DISTANCE 21 5.5 18 22 5.5 25 23 5.5 3 24 5.5 3 25 11 25 26 11 25 28 5.5 25 29 11 25 30 5.5 25 31 5.5 15 32 5.5 25 33 27.5 5 34 5.5 3 35 5.5 3 36 5.5 6 37 5.5 6 38 5.5 6 8 0 W 8 8 8 8 8 8 8 8 8 8 8 8 8 8 0"25� 1t^75 23.42 35.1 46.75 58.42 81.75 93.42 105.1 112 116.75 125 100 114.5 100 � 114.5 0 0.44 3.225144787 0 0.32 4^616721463 0 2.67 0.169986263 0 2.67 0"169986263 0 0.32 9.233442925 0 0.32 9.233442825 0 0.32 4^616721463 0 0.32 8"233442925 0 0.32 4.616721463 0 0.53 2.616500338 0 0.32 4.616721463 0 1.60 2.576064148 0 2.67 0.169986263 0 2.67 0^169986263 0 1.33 0.719476744 0 1.33 0.710476744 0 1.33 0.719476744 . 0.81 54.25 3.98 5.97 431.66 539.42 \ 377.42 � 862.59 | 485.22 | 293.05 539.00 \ 322.01 | 17.00 19.46 i 71.95 | 82.38 | 0.18 I _ - -> WALLS /FRAMES PARALLEL TO 'X' AXIS PAGE: �,�/ -- - - - - -- PROJECT : HAI'I_A NN TIJIF' WASH SUBJECT .TEC T : Y Cdr - DATE : NOV 29 BY : W A L L > WALL > WALL > WALL > Y -GIST >END TYPE RELATIVE STIFFNESS I.U. THICKNESS LENGTH HEIGHT FROM FIXED :0 H / L STIFFNESS x NUMBER (in) (ft) (ft) DATUM CANT :1. WALL /FRAME DISTANCE 2 1 3 4 5 i 6 7 8 i 9 10. 11 1. 12 1 13 14 i 15 1 16 1 . 17 1 18 19 20 1 11 19.75 5.5 13 11 25 11 25 11 25 11 25 11 25 11 25 11 25 11 25 11 25 11 25 11 25 11 25 5.5 25 5.5 25 5.5 25 11 . 8 5.5 12 5.5 17 8 185.75 8 178.75 8 174.1 8 162.4 8 150.8 8 139.1 8 127.4 8 115.8 8 104.1 8 92.4 8 80.8 8 69.1 8 57.4 8 47.8 8 34.1 8 22.4 8 9.75 8 25 8 . 9.75 8. 41 0 0.41 7.152232248 0 . 0.62 2.204374635 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 4.616721463 0 0.32 4.616721463 0 0.32 4.616721463 0 1.00 2.291666666 0 0.67 1.995967741 0 0.47 3.023350787 1328.53 1 394.03 1 1607.54 1 1499.51 1 1392.40 1 1284.37 1 1176.34 1 1069.23 1 961.20 1 853.17 1 746.06 1 638.03 1 530.00 1 441.36 1 157.43 1 103.41 1 45.01.1 57.29 1 19.46.1 123.96 1 • PROJECT SIjB.TEC_:T DISTANCE TO CENTER OF RIGIDITY - DISTANCE TO CENTER OF RIGIDITY = - ECC. FROM CENTER OF MASS - ECC.. FROM CENTER OF MASS 71.51 ft • 102.10 ft -34.76 ft 36;15 ft MIN. ECCENTRICITY =.05 $ Max Length 9.40 ft DESIGN. ECCENTRICITIES (From Center of. Mass) X : ECCENTRICITY = 34.76 'ft Y : ECCENTRICITY = 36.15. -ft F F',O TECT : • HAM ` I NN TUV ` WASH SUBJECT _:. TORSIONS With Force Acting Along,`Y` Axis With Force Acting Along `X` Axis 36,20E ft -kips. 41,924'ft- kips.' PARE: ". PROJECT : HAM INN TUK 4iAS 1 // SUBJECT : 1,60, Z GATE : NOV 29 E V JIM • - -> WALLS /FRAMES PARALLEL TO 'Y' AXIS 1 W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY 1 -- F O R C E S -- 1 TOTAL 1 UNIT 1 I.D. STIFF. CENTER OF x x 1 LATERAL TORSIONAL Alternate 1 FORCE 1 FORCE NJMBER'WALL /FRAME RIGIDITY DISTANCE DISTA2 1 FORCE FORCE Tors. Force) (kips) 1 Ulf) 21 3.225 -71.26 -229.82 16,377 61.7 (19.2) 21.1 1 61.7 1 22 4.617 -59.76 - 275.89 16,487 88.4 (23.0) 25.3 1 88.4 23 0.170 -48.09 -8.17 393 3.3 (0.7) 0.7 1 3.3 24 0.170 -36.41 - 6.19 225 3.3 (0.5) 0.6 1 3.3 1 25 9.233 -24.76 - 228.62 5,661 176.7 (19.1) 21.0 1 176.7 1 26 9.233 -13.09 =120.86 1,582 176.7 (10.1) 11.1 i 176.7 1 28 4.617 10.24 47.28 484 88.4 3.9 4.3 1 92.3 1 29 9.233 21.91 202.31 4,433 176.7 16.9 18.5 1 193.6 1 30 4.617 33.59 155.08 5,209 88.4 13.0 14.2 1 101.3 1 31 2.617 40.49 105.94 4,290 50.1 8.8 9.7 1 58.9 1 32 4.617 45.24 208.86 9,449 88.4 17.4 19.1 1 105.8 1 33 2.576 53.49 137.79 7,371 49.3 11.5 12.6 1 60.8 1 34 0.170 28.49 4.84 138 3.3 0.4. 0.4 1 3.7 35 0.170 42.99 7.31 314 3.3 0.6 0.7 1 3.9 1 36 0.719 28.49 20.50 584 13.8 1.7 1.9 1 15.5 1 37 0.719 42.99 30.93 1,330 13.8 2.6 2.8 1 16.4 1 38 0.719 -71.26 -51.27 3,653 13.8 (4.3) 4.7 1 13.8 1 3.43 1 3.53 1 1.08 1 1.08 7.07 1 7.07 1 3.69 1 7.74 1 4.051 3.93 1 4.23 1 12.16 1 1.22 1.29 1 2.58 2.73 1 2.29 1. - PROJECT :HAM INN TUK WASH Vr SUBJECT :.___PYJ.5? ✓_L Z:'ATE : NC V 29 BY C4A --> WALLS /FRAMES PARALLEL TO `X' AXIS WALL RELATIVE DIST. TO RIGIDITY RIGIDITY -- FORCES -- "TOTAL UNIT ' I.D. STIFFNESS CENTER OF x x LATERAL TORSIONAL Alternate F O R C E FORCE . . 1 NUMBER WALL /FRAME RIGIDITY DISTANCE DIST ^2 FORCE FORCE Tors. Force (kips) Ulf) 2 7.152 3 2.204 4 9.233 5 9.233 6 9.233 7 9.233 8 9.233 9 9.233 10 9.233 11 9.233 12 9.233 13 9.233 14 9.233 15 9.233 16 4.617 17 4.617 18 4.617 19 2.292 20 1.996 1 3.023 83.65 598.30 50,049 55.6 (54.8) 50.0 1 55.6 i 2.82 76.65 168.97 12,952 17.1 (15.5) 14.1 1 17.1 1 1.32 72.00 664.83 47,869 71.8 (60.9) 55.5 1 71.8 1 2.87 1 60.30 556.80 33,576 71.8 (51.0) 46.5 1 71.8 1 2.87 1 48.70 449.69 21,901 71.8 (41.2) 37.6 1 71.8 1 2.87 1 37.00 341.66 12,642 71.8 (31.3) 28.5 1 71.8 1 2.87 1 25.30 233.63 5,911 71.8 (21.4) 19.5 1 71.8 1 2.87 1 13.70 126.52 1,734. 71.8 (11.6) 10.6 1 71.8 1 2.87 1 2.00 18.49 37 71.8 (1.7) 1.5 1 71.8 1 2.87 i -9.70 -89.54 868 71.8 8.2 7.5 1 80.0 1 3.20 1 -21.30 - 196.65 4,188 71.8 18.0 16.4 1 89.8 i 3.59 1 -33.00 - 304.68 10,054 71.8 27.9 25.4 1 99.7 1 3.99 1 -44.70 - 412.71 18,447 71.8 37.8 34.5 1 109.6 1 4.39 1 -54.30 - 501.35 27,222 71.8 46.0 41.9 1 117.8 1 4.71 1 -68.00 - 313.93 21,346 35.9 28.8 26.2 1 64.7 1 2.59 1 -79.70 - 367.94 29,324 35.9 33.7 30.7 1 69.6 1 2.79 1 -92.35 - 426.34 39,372 35.9 39.1 35.6 1 75.0 1 3.00 1 -77.10 - 176.68 13,622 17.8 16.2 14.8 1 34.0 1 4.25 1 -92.35 - 184.32 .17,022 15.5 16.9 15.4 1 32.4 1 2.70 1 -61.10 - 184.72 .. 11,286 . 23.5 16.9 15.4 1 40.4 1 2.38 1 PAi E: 4„-,4 PROJECT : HAf lI NN TL IK WASH S SUBJECT : no r,3 I:'ATE : NOV 29 BY : GA LATERAL & TORSIONAL FORCE DISTRIBUTION FOR RIGiII:' 1:'IAPHRAGaMS DESCRIPTION : SUMMATION DIAPHRAGM LEVEL :FLOOR iR Lateral Shear Fc'r-c' c? CM Acting Along Lateral SF-hear Force 0 CM Acting Along . 'X' I:' I ST . TO C. M. `Y` I:'I'3T. TO C. M. 'X' 'Y' Axis = Ax I s 984 kips 984 kips = 106.27 f t. MAX. 'V ` p I IYI . = 151 f t. 6:_x.95 ft MAX. `Y` DIM. = 1:38 ft. (Used for Min Eccentricity) DETERMINE CENTER OF RIGIDITY - -> WALLS /FRAMES PARALLEL TO `Y` AXIS 1 W A L L > WALL > WALL > WALL > X -DIST. >END TYPE RELATIVE STIFFNESS 1 I.U. THICKNESS LENGTH HEIGHT FROM FIXED :0 H / L STIFFNESS x I NUMBER lin) (ft) (ft) DATUM CANT :1 WALL /FRAME DISTANCE 21 5.5 48 8 0.25 22 11 25 8 11.75 23 11 25 8 23.42 24 11 25 8 35.1 25 11 25 8 46.75 26 11 25 8 58.42 27 11 25 8 70.08 28 11 25 8 81.75 29 11 25 8 93.42 30 5.5 25 8 105.1 31 5.5 15 8 112 32 5.5 25 8 116.75 33 27.5 5 8 125 34 5.5 3 8 100 35 5.5 3 8 114.5 36 5.5 6 8 100 37 5.5 6 8 114.5 0 0.17 9.082568807 2.27 1 0 0.32 9.233442925 108.49 1 0.32 8.401523150 196.76 1 1 0.32 8.401523150 294.89 0 0.32 9.233442925 431.66 1 0 0.32 9.233442925 539.42 1 1 0.32 8.401523150 588.78 1 1 0.32 8.401523150 686.82 1 0 0.32 9.233442925 862.59 1 0 0.32 4.616721463 485.22 1 0 0.53 2.616500338 293.05 1 0 0.32 4.616721463 539.00 1 0 1.60 2.576064148 322.01 1 0 2.67 0.169986263 17.00 1 0 2.67 0.169986263 19.46 0 1.33 0.719476744 71.95 1 0 1.33 0.719476744 82.38 1 PROJECT :HAM INN TUI :: WASH SUBJECT : ____R9.O.Y. [SATE :NOV 29 BY :___GA - -> WALLS /FRAMES PARALLEL TO 'X' AXIS WALL > WALL > WALL > WALL > Y -DIST >END TYPE RELATIVE STIFFNESS 1 I.D. THICKNESS LENGTH HEIGHT . FROM FIXED :0 H / L STIFFNESS x 1 1 NUMBER (in) (ft) (ft) DATUM CANT :1, WALL /FRAME DISTANCE 1 2 11 19.75 8 185.75 0. .0.41 7.152232248 1328.53 3 5.5 13 8 178.75 0 0.62 2.204374635 394.03 1 4 11 25 8 174.1 0 0.32 9.233442925 1607.54 1 5 11 25 8 162.4 0 0.32 9.233442925 1499.51 1 6 11 25 8 150.8 0 .0.32 9.233442925 1392.40 7 11 25 8 139.1 0 0.32 9.233442925 1284.37 8 . 11 .• 25 8 127.4 0 0.32 9.233442925 1176.34 1 9 ,11 25 8 115.8 0 0.32 9.233442925 1069.23 1 10 11 25 8 104.1 0 0.32 9.233442925 961.20 1 11 11 ' 25 8 92.4 0 0.32 9.233442925 853.17 1 12 11 25 8 80.8 0 0.32 9.233442925 746.06 1 13 '. 11 25 .8 69.1 0 0.32 9.233442925 638.03 14 11 . 25 8 57.4 0 0.32 9.233442925 530.00 1 15 11 25 8 47.8 0 0.32 9.233442925 441.36 16 5.5 25 8 34.1 . 0 ' 0.32 4.616721463 157.43 1 . 17. 5.5 ..25 8 22.4 . 0 0.32 4.616721463 103.41 1 18 5.5 25 8 9.75. 0 0.32 4.616721463 45.01 1 19 5.5 8 8 25 . 0 1.00 1.145833333 28.65.1' 20 5.5 12 8. 9.75 0 0.67 1.995967741. 19.46 1 PAGE,217/6 PRO _TECT :NAM INN TUK WASH SUBJECT. 0ii✓3 (:'ATE : NOV 29 BY : __JiA - DISTANCETO CENTER OF RIGIDITY F. -DISTANCE TO CENTER OF RIGIDITY = 57.83 ft' 104.09 ft.. ECC. FROM CENTER OF MASS _ -48.44 ft; - ECC. FROM CENTER OF MASS 40.14 ft MIN.. ECCENTRICITY =.05 • Max Length= %9.40 ft'. DESIGN ECCENTRICITIES (From Center of Mass) X : ECCENTRICITY = 48.44 ft Y : ECCENTRICITY 40.14' ft DETERMINE WALL /FRAME FORCES DUE TO SHEAR & TORSION' TORSIONS : With Force Acting•Along `Y` Axis 47,664 ft- kips With Force Acting Along X` Axis = 39,49b ft-kips „' PAGE: " PROJECT T : HAM INN TUI< WASH SUB -SEC :T [:'ATE : NC V 29 BY :___GA - -> WALLS /FRAMES PARALLEL TO `Y` AXIS W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY 1 -- F O R C E S -- 1 TOTAL ! UNIT I.D. STIFF. CENTER OF x x 1 LATERAL TORSIONAL Alternate 1 FORCE 1 FORCE NUMBER WALL /FRAME RIGIDITY DISTANCE DIST'`2 1 FORCE FORCE Tors. Force! (kips) 1 (klf) 21 9.083 -57.58 - 522.98 30,114 93.3 (50.5) 41.8 ! 93.3 1 1.94 22 9.233 -46.08 - 425.48 19,607 94.8 (41.1) 34.0 ! 94.8 ! 3.79 23 8.402 -34.41 - 289.10 9,948 86.3 (27.9) 23.1 1 86.3 ! 3.45 24 8.402 -22.73 - 190.97 4,341 86.3 (18.4) 15.3 ! 86.3 ! 3.45 25 9.233 -11.08 - 102.31 1,134 94.8 (9.9) 8.2 ! 94.8 3.79 1 26 9.233 0.59 5.44 3 94.8 0.5 0.4 ! 95.3 1 3.81 27 8.402 12.25 102.91 1,261 86.3 9.9 8.2 ! 96.2 ! 3.85 1 28 8.402 23.92 200.96 4,807 86.3 19.4 16.1 ! 105.7 ! 4.23 29 9,233 35.59 328.61 11,695 94.8 31.7 26.3 ! 126.5 1 5.06 30 4.617 47.27 218.23 10,316 47.4 21.1 17.5 1 68.5 1 2.74 1 31 2.617 54.17 141.73 7,678 26.9 13.7 11.3 1 40.5 1 2.70 I 32 4.617 58.92 272.01 16,027 47.4 26.3 21.8 1 73.7 1 2.95 1 33 2.576 67.17 173.03 11,622 26.5 16.7 13.8 1 43.2 1 8.63 34 0.170 42.17 7.17 302 1.7 0.7 0.6 1 2.4 1 0.81 35 0.170 56.67 9.63 546 1.7 0.9 0.8 1 2.7 ! 0.89 36 0.719 42.17 30.34 1,279 7.4 2.9 2.4 1 10.3 1 1.72 37 0.719 56.67 40.77 2,311 7.4 3.9 3.3 1 11.3 1 1.89 1 - -> WALLS /FRAMES PARALLEL TO `X` AXIS W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY -- F O R C E S -- 1 T O T A L ! UNIT I.D. STIFFNESS CENTER OF x x LATERAL TORSIONAL Alternate 1 FORCE 1 FORCE NUMBER WALL /FRAME RIGIDITY DISTANCE DISTA2 FORCE FORCE Tors. Force 1 (kips) 1 (k1f) 2 7.152 81.66 584.06 47,695 51.3 (46.7) 56.4 1 56.4 1 2.85 3 2.204 74.66 164.58 12,288 15.8 (13.2) 15.9 1 15.9 1 1.22 4 9.233 70.01 646.45 45,259 66.2 (51.7) 62.4 1 66.2 1 2.65 5 9.233 58.31 538.41 31,396 66.2 (43.1) 52.0 1 66.2 1 2.65 6 9.233 46.71 431.31 20,147 6.2 (34.5) 41.6 66:2 1 2.65 7 9.233 35.01 323.28 11,318 66.2 (25.9) 31.2 1 66.2 1 2.65 8 9.2.33 23.31 215.24 5,018 66.2 (17.2) 20.8 1 66.2 1 2.65 9 9.233 11.71 108.14 1,266 66.2 (8.6) 10.4 1 66.2 1 2.65 10 9.233 0.01 0.10 0 66.2 (0.0) 0.0 1 66.2 1 2.65 11 9.2233 -11.69 - 107.93 1,262 66.2 8.6 10.4 1 74.9 1 3.00 12 9.233 -23.29 - 215.03 5,008• 66.2 17.2 20.8 1 83.4 1 3.34 13 9.233 -34.99 - 323.07 11,304 66.2 25.8 31.2 1 92.1 1 3.68 14 9.233 -46.69 -431.10 20,127 66.2 34.5 41.6 1 100.7 1 4.03 15 9.233 -56.29 - 519.74 29,255 66.2 41.6 50.2 1 107.8 1 4.31 16 4.617 -69.99 -323.12 22,615 33.1 25.8 31.2 1 59.0 1 2.36 17 4.617 -81.69 -377.13 30,808 33.1 30.2 36.4 1 63.3 1 2.53 18 4.617 -94.34 - 435.54 41,088 33.1 34.8 42.0 1 68.0 1 2.72 19 1.146 -79.09 -90.62 7,167 8.2 7.2 8.7 1 15.5 1 1.93 20 1.996 -94.34 -188.30 17,764 14.3 15.1 18,2 1 29.4 1 2.45 PROJECT : HAM IININ SUELTECT :SUMMATION FLOOR 4 I:'ATE :NOV 29 PAGE: •.1-00 BY :___GA LATERAL g< TORSIONAL FC IRCE . I :' I STR I BUT I ON FOR RIGID I :' I APHRAG MS I :'ESC:RIPTI%ON : SUMMATION DIAPHRAGM LEVEL :FLOOR 4 Lateral Shear Farce t:1 C :M Acting Along 'X' Axis _ • >• Lateral Shear Force @ CM Acting Along 'Y' Axis _ _ "X" I:'IST. TO C. M. "Y` t:'IST. TO C. M. 754 kip :; 754 kips = 106.27 ft. MAX. "X4 DIM. = 151 ft. 6:a.95� ft MAX. .'Y' I,IM. = 1; 5 ft. (Used for Min Eccentricity) DETERMINE CENTER OF RIGIDITY - -> WALLS /FRAMES PARALLEL TO 'Y` AXIS W A L L > WALL > WALL > WALL > X-DIST. >END TYPE RELATIVE STIFFNESS I.D. THICKNESS LENGTH HEIGHT FROM FIXED :0 H / L STIFFNESS x NUMBER (in) (ft) (ft) DATUM CANT =1 WALL /FRAME DISTANCE 21 5.5 48 22 11 25 23 11 25 24 11 25 25 11 25 26 11 25 27 11 25 28 11 25 29 11 25 30 5.5 25 31 5.5 15 32 5.5 25 33 27.5 5 34 5.5 3 •'15 5.5 3 36 5.5 . 6 37 5.5 6 8 0.25 8 11.75 8 23.42 8 35.1 8 46.75 8 58.42 8 70.08 8 81.75 8. 93.42 105.1 8 112 8 116.75 8 125 8 100 8 114.5 8 100 8 114.5 0 0.17 9.082568807 0 0.32 9.233442925 0 . 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 9.233442925 0 0.32 4.616721463 0 0.53 2.616500338 0 0.12 4.616721463 0 1.60 2.576064148 0 2.67 0.169986263 0 2.67 0.169986263 0 1.33 0.719476744 0. 1.33 0.719476744 2.27 1 108.49 216.25 1 324.09 1 431.66 1 . 539.421 647.08 1 754.83 1 862.59 1 485.22 1 293.05 1 539.00 1 322.01 17.00 1 19.46 71.95 1 82.38 1 PRO JEC T : HAM I NN SUBJECT : SIJMMAT I ON FLOOR 4 DATE : NOV 29 - -> WALLS /FRAMES PARALLEL TO `X` AXIS F'ACiE: LI11/ BY : (A W A L L > WALL > WALL > WALL > Y -DIST AND .TYPE RELATIVE STIFFNESS :I.D. THICKNESS LENGTH HEIGHT FROM FIXED :0 H / L STIFFNESS x NUMBER (in) (ft) (ft) DATUM CANT :1 WALL/FRAME DISTANCE 2 11 19.75 8 185.75 0 0.41 7.152232248 1328.53 3 5.5 13 8 178.75 0 0.62 2.204374635 394.03 i. 4 11 25 8 174.1 0 0.32 9.233442925 1607.54 5 11 25 8 162.4 0 0.32 9.233442925 1499.51 6 11 25 8 150.8 0 0.32 9.233442925 1392.40 7 11 25 8 139.1 0 0.32 9.233442925 1284.37 1 . 8 11 25 8 127.4 0 0.32 9.233442925 1176.34 9 11 25 8 115.8 0 0.32 9.233442925 1069.23 10 11 25 8 104.1 0 0.32 9.233442925 961.20 11. 11 25 8 92.4 0 0.32 9.233442925 853.17 12 11 25 8 80.8 0 0.32 9.233442925 746.06 13 11 25 8 69.1. 0 0.32 9.233442925 638.03 14 11 25 8 . 57.4 0 0.32 9.233442925 530.00 15 11 25 8 47.8 .0 0.32 9.233442925 441.36 16 5.5 25 8 34.1 0 0.32 4.616721463 157.43 17 5.5 25 8 22.4. 0 0.32 4.616721463 103.41 1 18, 5.5 , 25 8 9.75. 0 0.32 4.616721463 ,. 45.01 1 19 5.5 8 8 25 0 1.00 1.145833333 28.65 1 20 5.5 12 8 9.75 0 0.67 1.995967741 19.4b PROJECT :HAM INN, SUBJECT :SUMMATION FLOOR i4 DATE NOV 29 PAGE: 1.7-4e- By : CIA - DISTANCE TO CENTER OF RIGIDITY = Y - DISTANCE TO CENTER OF RIGIDITY = X - ECC. FROM CENTER OF MASS V - ECC. FROM CENTER OF MASS. = MIN. ECCENTRICITY =.05 * Max Length DESIGN ECCENTRICITIES (From Center of Mass) 57.65 ft. 104.09 ft -48.62 ft 40.14 ft X : ECCENTRICITY Y : ECCENTRICITY 48.62 ft 40.14 ft DETERMINE WALL /FRAME FORCES DUE TO SHEAR & TORSION TORSIONS With Force Acting Along 'Y' Axis With Force Acting Along.'X' Axis = 36,656 ft -kips 30,265'ft-kips -> WALLS /FRAMES PARALLEL TO 'Y' AXIS PROJECT :HAM INN SUBJECT IB.JEI_:T : SI-IMMAT I O N FLOOR 4 DATE :NOV 29 PAG E. -- - G"..•-- --__ BY :___GA ( W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY 1 -- F O R C E S -- { T O T A L { UNIT I.D. STIFF. CENTER OF x x :LATERAL TORSIONAL Alternate 1FORCE { FORCE { NUMBER WALL /FRAME RIGIDITY DISTANCE DISTA2 I FORCE FORCE Tors. Force: (kips) 1 (klf) 21 9.083 -57.40 -521.38 29,930 69.1 (38.5) 31.8 1 69.1 { 1.44 22 9.233 -45.90 - 423.86 19,457 70.2 (31.3) 25.9 : 70.2 1 2.81 23 9.233 - 34.23 - 316.10 10,822 70.2 (23.4) 19.3 1 70.2 : 2.81 24 9.233 -22.55 - 208.26 4,697 70.2 (15.4) 12.7 1 70.2 1 2.81 25 9.233 -10.90 - 100.69 1,098 70.2 (7.41 6.1 i 70.2 1 2.81 26 9.233 0.77 7.07 5 70.2 0.5 0.4 1" 70.7 1 2.83 27 9.233 12.43 114.73 1,426 70.2 8.5 7.0 1 78.7 1 3.15 28 9.233 24.10 222.48 5,361 70.2 16.4 13.6 1 86.7 1 3.47 29 9.233 35.77 330.24 11,811 70.2 24.4 20.2 1 94.6 1 3.79 30 4.617 47.45 219.04 10,393 35.1 16.2 13.4 1 51.3 1 2.05 31 2.617 54.35 142.19 7,728 19.9 10.5 8.7 1 30.4 1 2.03 32 4.617 59.10 272.83 16,123 35.1 20.2 16.7 1 55.3 1 2.21 33 2.576 67.35 173.49 11,683 19.6 12.8 10.6 { 32.4 1 6.48 34 0.170 42.35 7.20 305 1.3 0.5 0.4 1 1.8 1 0.61 35 0.170 56.85 9.66 549 1.3 0.7 0.6 1 2.0 1 0.67 36 0.719 42.35 30.47 1,290 5.5 2.3 1.9 1 7.7 1 1.29 37 0.719 56.85 40.90 2,325 5.5 3.0 2.5 { 8.5 1 1.42 - -> WALLS /FRAMES PARALLEL -TO 'X' AXIS I WALL RELATIVE DIST. TO RIGIDITY RIGIDITY -- FORCES -- { TOTAL : UNIT 1 I.D. STIFFNESS CENTER OF x x LATERAL TORSIONAL Alternate 1 F O R C E 1 FORCE 1 NUMBER WALL /FRAME RIGIDITY DISTANCE DISTA2 FORCE FORCE Tors. Force 1 (kips) 1 (klf) 2 7.152 81.66 584.06 47,695 39.3 (35.7) 43.2 1 43.2 1 2.19 1 3 2.204 74.66 164.58 12,288 12.1 (10.0) 12.2 1 12.2 1 0.94 1 4 9.233 70.01 646.45 45,259 50.8 (39.5) 47.8 : 50.8 1 2.03 1 5 9.233 53.31 538.41 31,396 50.8 (32.9) 39.8 1 50.8 1 2.03 1 6 9.233 46.71 431.31 20,147 50.8 (26.3) 31.9 1 50.8 1 2.03 1 7 9.233 35.01 323.28 11,318 50.8 (19.71 23.9 1 50.8 1 2.03 1 8 9.233 23.31 215.24 5,018 50.8 (13.1) 15.9 1 50.8 1 2.03 1 9 9.233 11.71 108.14 1,266 50.8 (6.6) 8.0 1 50.8 1 2.03 1 10 9.233 0.01 0.10 0 50.8 (0.01 0.0 1 50.8 1 2.03 1 11 9.233 -11.69 - 107.93 1,262 50.8 6.6 8.0 1 57.4 1 2.29 12 9.233 -23.29 -215.03 5,008 50.8 13.1 15.9 1 63.9 1 2.56 1 13 9.233 -34.99 -323.07 11,304 50.8 19.7 23.9 1 70.5 1 2.82 1 14 9.233 -46.69 - 431.10 20,127 50.8 26.3 31.9 1 77.1 1 3.08 1 15 9.233 -56.29 - 519.74 29,255 50.8 31.7 38.4 1 82.5 1 3.30 1 16 4.617 -69.99 - 323.12 22,615 25.4 19.7 23.9 1 45.1 1 1.80 1 17 4.617 -81.69 - 377.13 30,808 25.4 23.0 27.9 1 48.4 1 1.94 1 18 4.617 -94.34 - 435.54 41,088 25.4 26.6 32.2 : 52.0 1 2.08 1 19 1.146 -79.09 -90.62 7,167 6.3 5.5 6.7 1 11.8 1 1.48 20 1.996 -94.34 -188.30 17,764 11.0 11.5 13.9 1 22.5 1 1.87 1 ifs FA►:aE: _1. PROJECT :HAM INN TU)< WASH SUBJECT : Y1 f :'ATE :NOV 29 BY :___GA LATERAL . S< TORSIONAL FORCE DISTRIBUTION FOR RIGII:' I:'IAP'HRAGMS DESCRIPTION : SUMMATION. DIAPHRAGM LEVEL :ROOF Lateral Shear Force @ CM Acting Along Lateral .Shear Force @ CM A'_t.irra Along 'X. / • Axis A;,iS = 411►_i 1 : :ips 408 k: i p'=, X' I :'I+T. TO C. M. = 106.27 ft MAX. ' X' DIM. = 151 ft. . 4Y' I :'IST. TO C. M. = A:1.9Fi ft_. MAX. cYk I:'IM. = 188 ft. (Used for Miry Eccentricity) DETERMINE C :ENTER OF RIGII :'ITY - -> WALLS /FRAMES PARALLEL TO 'Y' AXIS WALL > WALL > WALL > WALL > X -DIST. >END TYPE RELATIVE STIFFNESS I.D. THICKNESS LENGTH HEIGHT FROM FIXED =0 H / L STIFFNESS x NUMBER (in) (ft) (ft) DATUM CANT =1 WALL/FRAME DISTANCE 21 5.5 48 8 0.25 1 0.17 8.839285714 2.21 22 11 25 8 11.75 1 0.32 8.401523150 98.72 1 23 11 25 8 23.42 1 0.32 8.401523150 196.76 24 11 25 8 35.1 1 0.32 8.401523150 294.89 1 25 11 25 8 46.75 1 0.32 8.401523150 392.77 26 11 25 8 58.42 1 0.32 8.401523150 490.82 27 11 25 8 70.08 1 0.32 8.401523150 588.78 28 11 25 8 81.75 1 0.32 8.401523150 686.82 1 29 11 25 8 93.42 1 0.32 8.401523150 784.87 30 5.5 25 8 105.1 1 0.32 4.200761575 441.50 31 5.5 15 .8 112 1 0.53 2.076899838 232.61 32 5.5 25 8 116,75 1 0.32 4.200761575 490.44 1 33 27.5 5 8 125 1 1.60 1.081791289 135.22 1 34 5.5 3 8 100 1 2.67 0.054659894 5.47 1 35 5.5 3 8 114.5 1 2.67 0.054659894 6.26 36 5.5 6 8 100 1 1.33 0.339972527 34.00 1 37 5.5 6 8 114.5 1 1.33 0.339972527 38.93 1 PAGE: _!x,,57 F'RO JECT : HAMI I`jN T�_II( WASH _;I_IEtJECT / - E :SATE : NOV 29 - -> WALLS /FRAMES PARALLEL TO 'X' AXIS BY : I4A 1 W A L L > WALL > WALL > WALL > Y -FIST AND TYPE RELATIVE STIFFNESS 1 I.D. THICKNESS LENGTH HEIGHT FROM FIXED :0 H / L STIFFNESS x 1 NUMBER fin) (ft/ (ft) DATUM CANT :1 WALL /FRAME DISTANCE 2 11 3 5.5 4 11 5 11 6 11 7 11 8 11 9 11 10 11 11 11 12 11 13 . 11 14 11 15 11 16 5.5 _ ..: 17 . 5.5 1 i 18 . 5.5 i 19 5.5 20 5.5 19.75 13 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 8 12 8 185.75 8 178.75 8 174.1 8 162.4 8 150.8 8 139.1 8 127.4 8 115.8 8 104.1 8 92.4 8 80.8 8 69.1 8 57.4 8 47.8 8 34.1 8 22.4 8 9.75 8 25 8 9.75 1 0.41 6.189365450 1149.67 1 0.62 1.649669615 294.88 1 0.32 8.401523150 1462.71 1 0.32 8.401523150 1364.41 1 0.32 8.401523150 1266.95 1 0.32 8.401523150 1168.65 1 0.32 8.401523150 1070.35 1 0.32 8.401523150 972.90 1 0.32 8.401523150 874.60 1 0.32 8.401523150 776.30 1 0.32 8.401523150 678.84 1 0.32 8.401523150 580.55 1 0.32 8.401523150 482.25 1 0.32 8.401523150 401.59 1 0.32 4.200761575 143.25 1 0.32 4.200761575 94.10 1 0.32 4.200761575 40.96 1 1.00 0.654761904 16.37 1 0.67 1.438953488 . 14.03 • - DISTANCE TO CENTER OF RIGIDITY Y - DISTANCE TO CENTER OF RIGIDITY F' AGE : 4Z PROJECT : HANn I hl TU1 WASH 'SUBJECT : /� Oot 55.67 ft 104.20 ft X - ECC. FROM CENTER OF MASS = -50.60 .ft Y - ECC. FROM CENTER OF MASS = 40.25 ft MIN. ECCENTRICITY =.05 t Max Length= 9.40 ft DESIGN ECCENTRICITIES (From Center of Mass) X : ECCENTRICITY = Y : ECCENTRICITY 50.60 ft 40.25 ft DETERMINE WALL /FRAME FORCES DUE TO SHEAR G TORSION TORSIONS : With Force Acting Along 'Y' Axis With Force Acting Along 'X' Axis = DATE : NOV • 29 ' BY : L7A 20,646 ft -kips 16,422 ft -kips - -> WALLS /FRAMES PARALLEL TO 'Y' AXIS F'( 4.1 7 PROJECT :HAM INN TI_11: WASH SUBJECT : /40o/ DATE : NOV 29 BY :___GA W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY 1 -- F O R C E S -- 1 T O T A L 1 UNIT I.D. STIFF. CENTER OF x x :LATERAL TORSIONAL Alternate 1 FORCE 1 FORCE ' I NUMBER WALL /FRAME RIGIDITY DISTANCE DIST 42 I FORCE FORCE Tors. Force) (kips) 1 (klf) 21 8.839 -55.42 - 489.85 27,146 40.8 (23.3) 18.5 ) 40.8 1 0.85 22 8.402 -43.92 - 368.97 16,205 38.8 (17.5) 14.0 ) 38.8 1 1.55 23 8.402 -32.25 -270.93 8,737 38.8 (12.9) 10.2 1 38.8 1 1.55 24 8.402 -20.57 - 172.80 3,554 38.8 (8.2) 6.5 ) 38.8 1 1.55 25 8.402 -8.92 -74.92 668 38.8 (3.6) 2.8 1 38.8 1 1.55 26 8.402 2.75 23.12 64 38.8 1.1 0.9 1 39.9 1 1.60 27 8.402 14.41 121.09 1,745 38.8 5.8 4.6 1 44.5 1 1.78 28 8.402 26.08 219.13 5,715 38.8 10.4 8.3 1 49.2 1 1.97 29 8.402 37.75 317.18 11,974 38.8 15.1 12.0 1 53.9 1 2.15 30 4.201 49.43 207.65 10,265 19.4 9.9 7.9 1 29.3 1 1.17 31 2.077 56.33 117.00 6,591 9.6 5.6 4.4 1 15.2 1 1.01 32 4.201 61.08 256.59 15,673 19.4 12.2 9.7 1 31.6 1 1.26 33 1.082 69.33 75.00 5,200 5.0 3.6 2.8 1 8.6 1 1.71 34 0.055 44.33 2.42 107 0.3 0.1 0.1 1 0.4 1 0.12 35 0.055 58.83 3.22 189 0.3 0.2 0.1 1 0.4 1 0.14 36 0.340 44.33 15.07 668 1.6 0.7 0.6 ) 2.3 ) 0.38 37 0.340 58.83 20.00 1,177 1.6 1.0 0.8 1 2.5 1 0.42 - -> WALLS /FRAMES PARALLEL TO 'X' AXIS W A L L RELATIVE DIST. TO RIGIDITY RIGIDITY -- F O R C E S -- T O T A L UNIT I.D. STIFFNESS CENTER OF x x LATERAL TORSIONAL Alternate F O R C E FORCE NUMBER WALL /FRAME RIGIDITY DISTANCE D1ST ^2 FORCE FORCE Tors. Force (kips) (kif) 2 6.189 81.55 504.75 41,162 20.5 (19.1) 24.0 ) 24.0 1 1.22 3 1.650 74.55 122.98 9,169 5.5 (4.7) 5.8 1 5.8 1 0.45 4 8.402 69.90 587.27 41,051 27.8 (22.2) 27.9 1 27.9 1 1.12 5 8.402 58.20 488.97 28,459 27.8 (18.5) 23.3 1 27.8 1 1.11 6 8.402 46.60 391.52 18,245 27.8 (14.8) 18.6 1 27.8 1 1.11 7 8.402 34.90 293.22 10,233 27.8 (11.1) 13.9 1 27.8 1 1.11 8 8.402 23.20 194.92 4,522 27.8 (7.4) 9.3 1 27.8 1 1.11 9 8.402 11.60 97.46 1,131 27.8 (3.7) 4.6 1 27.8 1 1.11 10 8.402 -0.10 -0.84 0 27.8 0.0 0.0 1 27.8 1 1.11 11 8.402 -11.80 -99.13 1,170 27.8 3.8 4.7 1 31.5 1 1.26 12 8.402 -23.40 -196.59 4,600 27.8 7.4 9.4 1 35.2 1 1.41 13 8.402 -35.10 - 294.89 10,350 27.8 11.2 14.0 1• 38.9 1 1.56 14 8.402 -46.80 -393.19 18,401 27.8 14.9 18.7 1 42.7 1 1.71 15 8.402 -56.40 - 473.84 26,724 27.8 17.9 22.5 1 45.7 1 1.83 16 4.201 -70.10 - 294.47 20,642 13.9 11.1 14.0 1 25.0 1 1.00 17 4.201 -81.80 - 343.62 28,108 13.9 13.0 16.3 1 26.9 1 1.08 18 4.201 -94.45 -396.76 37,474 13.9 15.0 18.5 1 28.9 1 1.16 19 0.655 -79.20 -51.86 4,107 2.2 2.0 2.5 1 4.1 1 0.52 20 1.439 -94.45 - 135.91 12,836 4.8 5.1 6.5 1 9.9 1 0.83 4Z MATERIALS TESTING CORPORATION NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen; September 10, 1990 Rpt #: 90001 -144A Bituminous Paving Mixture Sample Analysis Hampton Inn As requested, M.T.C. has performed an asphalt extraction & gradation and Rice specific gravity on the sample obtained by us on the above referenced project. The test methods used were in accordance with the most current versions of the following standards: ASTM D 979 (AASHTO T 168), "Sampling Bituminous Paving Mixtures "; ASTM D 2172 (AASHTO T 164), "Extraction, Quantitative, of Bitumen from Bituminous Paving Mixtures, Method E "; ASTM C 136 (AASHTO T 30), "Sieve Analysis of Coarse and Fine Aggregates "; ASTM D 2041 (AASHTO T 209), "Theoretical Maximum Specific Gravity of Bituminous Paving Mixtures ". The following is a summary of the results obtained by our laboratory; Sample Date: Sample Type: Sample Location: Asphalt Cement Content: Theoretical Maximum Specific Gravity: Theoretical Maximum Density: Marshall Maximum Density: Marshall Stability: Marshall Flow: Percent Voids: Sieve Size: 5/8" % Passing: 100 WSDOT Specs: 100 1/2" 98 90 -100 Sample Meets Specifications: X 9 -6 -90 WSDOT Class B West Parking Lot area 5.6 X by Weight of Total Mix 2.480 154.8 lbs per cubic foot n/a n/a n/a n/a 3/8" 1/4" 87 71 75 -90 55 -75 #10 #40 36 14 32-48 11 -24 Yes No #80 10 6-15 If you have any questions concerning the report, or if M.T.C. further assistance please call (206) 850 -7797. #200 5.4 3 -7 can be of any Respectfully Submitted, MATERIALS TESTING CORPORATION, J. Frank Spears, P.E. General Manager 4050 Auburn Way North, Sulto 5 • Auburn, WA 98002 • (206) 850 -7797 PZ" MATERIALS- TESTING CORPORATION NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: September 11, 1990 Report #90001 -145 Re: In Place Density Report Hampton Inn Permit #: 5911 /o LU, Wicop (SEP i31990 C:I iY -t -i- ._+ 1........., As requested M.T.C. performed on -site density testing in accordance with current applicable standards. The results obtained were as follows: Test Location In Place Maximum Percent # Density Density Compaction 1 Retest Rpt. 144, 8' S 143.4 154.8 92.6 of N side and E end of final grade 2 Retest of Rpt. 144, 4' S of N side, 40' E of W end of final grade 3 Between W & E entrance midway, 4' from curb, final grade At W entrance, 4' from curb, final grade Required Compaction: 92 -96% 144.1 142.4 146.3 154.8 93.1 154.8 92.0 154.8 94.5 If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850- 7797. Respectfully Submitted, MATERIALS TESTING CORPORATION J. Frank Spears, P.E. General Manager 4050 Auburn Way North, Suite 5 • Auburn, WA 98002 • (206) 850-7797 MATERIALS TESTING CORPORATION NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: September 6, 199 Report #90001 -14 Re: Asphalt Density Report Hampton Inn Permit it: 5911 I. 1 M l.=J 1.1 i.:.1 S E P 101990 CITY Ot i Ji:bIiLA PLANNING I' CPT. As requested M.T.C. performed on -site density testing in accordance with current applicable standards. The results obtained were as follows: Test Location 1 25' W of the E end, 6' N of S side 2 70' W of the E end, 142.2 6' N of S side 3 130' W of the E end, 141.4 8' N of S side In Place Density 143.3 4 75' E of W end, 10' N 141.3 of S side 60' E of W end, 20' N of S side 30' E of W end, 15' N of S side 100' E of W end, 20' S of N side 150' W of E end, 14' S of N side 9 130' E of W end, 14' SofNside 10 170' W of E end, 3' S of N side Required Compaction: 92 -96% 141.2 146.8 142.1 142.6 141.1 143.1 Maximum Density 153.5 153.5 153.5 153.5 153.5 153.5 153.5 153.5. 153.5 153.5 Percent Compaction 93.4 92.6 92.2 92.1 92.0 95.7 92.6. 92.9 92.1 93.3 4050 Auburn Way North, Suite 5 • Auburn, WA 98002 • (206) 850.7797 MATERIALS TESTING CORPORATION September 6, 1990 Report 90001 -142 Page 2. If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850- 7797.. Respectfully Submitted, MATERIALS TESTING CORPORAATION' 041. CANS4. Cfakx,p.. J. Frank Spears,'P.E. General. Manager 4050 Auburn Way North; Suite 5 ' � Auburn, WA 98002 • ' 208 850.7797, MATERIAI.I TESTING CORPORATION NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: As requested M.T.C. performed current applicable standards. August 28, 1990 Report #: 90001 -140 Re: In Place Density Report Hampton Inn Permit: 5911 on -site density testing in accordance with Test Percent Dry Material Percent Number Moisture Density Type Compaction 1 8.8% 115.7 C 100.3% Location: West end of W driveway entrance; top of subgrade 2 8.2% 122.7 Location: Center of E driveway entrance; top of subgrade B 95.4% Required Compaction: 95%. Material Type: A: 134.1.@ 6.9%, Sandy Gravel Base B: 128.5 @ 8.9X, 5/8 Recylcle C; 115.4 @ 13.9%, Native Trench If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850 -7797. Respectfully Submitted MATERIALS TESTING CORPORATION J. Frank Spears, P.E. General Manager rb:fs 4050 Auburn Way North, Suite 5 • Auburn, WA 98002 • (206) 850-7797 DATE: 7 -12 -90 CLIENT: Northwest Hospi.tality'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: Code 7034 /! OF YARDS: 10 of 18 • MATERIALS TESTING .& CONSULTIN LIKWILA COMPRESSIVE STRENGTH TEST REPORT ;'Ap4Rdw, nrp.. PROJECT: Hampton Inn Ih�( (NI 'fIf/ /i 4f it AUG 13 1990 PILE 9: 9001- 139 SUPPLIER: 'Stoneway Concrete TICKET //: 274344 TRUCK #: 326 Pour Location: Swimming pool wall and trash buildin wall Types X Concrete,Cylinders MIX PROPORTIONS Cement (Type i ) Water Fly Ash Coarse Agg. 91 pea Coarse A66. 92 Fine Agg. #/1 Fine Aga. //2 Admix //1 Admix 4/2 Admix I/3 Admix //4 658 260 •ND INN 960 2180 Grout Cylinders Cylinder. Cylinder Cylinder X.D. 9 Diameter Height Area 3582 4m ' 3583 4" 3584 4". 3585 4" 84 12.57 8" 12.57 8" 12.57 8" 12.57. Remarlca : Permit 9: 5911 Grout Prisms Mortar Cubei TEST PROPERTIES & CONDITIONS SPECS. Weather sunny Ambient Temp. 80 Concrete Temp. 70 Time Patched 10 :22 Time Placed ts.:uu Air. 'Content Slump (inches) '3 8 Unit Weight (lb /ft ) Yield Water Adclecl (gals.) 40 Specified f'c(psi)j'"" Test Age Load Strength Fracture (Days) (Pounds). (rSI) Type 7 38,000 28 59,500 28 62,000 28 62,000 3023 4730 4930 4930 Cone Cone Cone Cone Inspector: Stan Wade All rebar and mesh placed according to approved plans. Pt01. Oox 909 • Moon! Ynrnont WA 00273.030n • (2O0) 424-7600 AOGO Auiii:rii Wiy "Noiili, $idin g ' • '/tiibuni, WA pdi)02 •" lab) dGb /toi MATERIALS TESTING CORPORATION NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: September 5, 19'0 September 5, 19'0 Re: In Place Density Report Hampton Inn Permit #:5911 Report #90001-1 S CITY OF "i tJKW LA PLANNING DEPT. As requested M.T.C. performed on -site density testing in accordance with current applicable standards. The results obtained were as follows: Test Location Percent Dry Material Percent # Moisture Density Type_ Compaction 1 Centerline of 156th 7.4X 126.8 B 98.7% Street, edge of West Valley Highway 2 Centerline of 156th 7.1% 124.4 B 96.8% Street, 25' E of West Valley Highway 3 Centerline of 156th 7.6% 122.5 Street, 50' E of West Valley Highway Centerline of 156th 8.0% Street, 100' E of West Valley Highway B 95.3% 123.9 B 96.4% 5 Centerline of 156th 8.1X 122.9. B 95.6% Street, 150' E of West Valley Highway 6 Centerline of 156th 10.8% 123.0 B 95.7X Street, 200' E of West Valley Highway 7 Centerline of 156th 10.2% 122.4 B 95,2% Street, 250' E of West Valley Highway 8 Centerline of 156th 7.0% Street, 275' E of West Valley Highway 130.6 B 101.6% 9 Retest of #8, change 6.5X 130.1 A 97.0% in fill material 4050 Auburn Way North, Sulto 5 • Auburn, WA 98002 • (206) 850-7797 MATERIALS TESTING CORPORATION September 5, 1990 Report 9001 -141 Page 2 Test Location Percent Dry Material Percent # Moisture Density Type Compaction 10 At catch basin, 45' N " 10.6X 127.3 B. 99.1@ of SW corner 11 20' S of catch basin 9.0% 121.8 at NE corner 12 Retest of #11 -13 30' N of fire hydrant on S side of building Required Compaction: 95% Material Type: A: 134.1 @ 6.9%, Sandy Gravel Base B: 128.5 @ 8.9X, 5/8 Recycle C: 115.4 @ 13.9%, Native Trench 8.9% 123.9 8.4% 123.6 94.8% . 96.45'. 96.2% If you have any questions concerning this report, or if M.T.C. further assistance, please call us at (206) 850- 7797. Respectfully Submitted, MATERIALS TESTING CORPORAATION faell'a#4A C134.44°. can be of any J. Frank Spears, P.E. General Manager 4050 Auburn Way North, SuIto 5 • Auburn, WA 98002 • (206) 850 -7797 PL DATE: MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 6 -4 -90 PROJECT: Hampton Inn CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A // OF YARDS: 30 of 70 RECEIVED CITY OF TIAMA /ILA AM. 0 5 1990 PERMIT CENTER FILE 0: 9001- 127 SUPPLIER: Miles Sand & Gravel Company TICKET 0: 140065 TRUCK #: 130 Pour Location: Pour // 38, 4th floor walls & decks, 4th floor elevator shear walls Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg.. //1 Fine Agg. #2 Admix #1 RH 1000 Admix #2 Pozz Admix #3 Admix /14 Cylinder Cylinder I.D. # Diameter 3060 4" 3061 4" 3062 3063 3064 3065 RAmarka$ 4" 4" 4" 4" 611 30 1780 .1440 700 oz. /truck 5 oz. /cwt Grout Cylinders Grout Prisms Cylinder Height Area 8u 12.57 8" 12.57 12.57 8" 8" 8• 8" Permit #: 5911 12.57 12.57 12.57 Mortar Cube: TEST PROPERTIES & CONDITIONS SPECS. Weather sun /rain Ambient Temp. 68 Concrete Temp. 72 Time Batched 12:37 Time Placed 1:40 Ai.r. Content Slump (inches) 3 4 Unit Weight (lb /Et ) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load Strength Fracture (Days) (Pounds). (PSI) Type in Hr. 42,000 3340 Cone 7 42,000 3340 Cone 28 67,000 5330 Cone 37,000 2940 Cone 7 53,000 4210 Cone 71,000 5650 Cone 16 Hr. 28 Inspector: David Lyal All rebar and mesh placed according to approved plane. P.O. Oox 300 • Mounl Vernon, WA 00273.0309 • (200) 424.7500 4000 Aubuni Way i�tiilli, fiuHn • /Ciibuin, WA 90.102 • ZI0) dbi •fr07 li' L MATERIALS TESTING & CONSULTING • COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampton Inn FILE 1/: 9001- 126 DATE: 6 -1 -90 CLIENT: Northwest Elospitality'Group CONTRACTOR: Northwest hospitality Group MIX I.D.: A 1/ OP YARDS: 50 of 67 Pour Location: Pour 11 37, 4th floor walls RECEIVED rITY OF T1 l tA/II_A HW 0 5 1991 PERMIT CLIJTER SUPPLIER: Miles Sand & Gravel Company TICKET I /: 139897 TRUCK 11: 012 & decks, 4th floor shear walls Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I• ) Water Fly Ash Coarse Agg. 111 Coarse Agg. 1/2 Fine Agg. 111 Fine Agg. 112 Admix 111 RH 1000 Admix 112 Pozz Admix 113 Admix 114 Cylinder' Cylinder I.D. 11 Diameter 3033 Ott 3034 4" 4" 3035 611 30 Mb NOON. 1780 .1440 5 oz. /cwt Grout Cylinders Cylinder Height Area 8u 12.57 12.57 8" 12.57 8" Remarks: Permit 0: 5911 Grout Prisms. TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. 'Time Batched Time Placed 7. Air. Content Slump (inches) Unit Weight (lb /ft3) Yield Wat :er. Added (gals.) 0 Specified f'c(psi) 4000 overcast 65 65 3:00 3:40 4 Test Age (Days) 60 Hr. 7 28 Load (Pounds) 36,000 55,000 89.00Q Mortar Cubes SPECS Strength Fracture (PSI) Type 2860 Cone 4380 Cone 70R0 Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. pox 300 • Mount Varnont WA 00273.0309 • (209) 421•T600 a9rti11iirii:rii Wiv Nat Bi:)in h 'Aiiburn: WA 061)02 •" 1 d6) U0./t07 DATE: 6 -1 -90 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampton Inn CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 0 OF YARDS: 30 of 67 RECEIVED CITY OF TIJKWILA mil 0 5 1J90 PERMIT CENTER FILE 40: 9001- 125 SUPPLIER: Miles Sand & Gravel Company TICKET 11: 139892 TRUCK 0: 011 Pour•Location: Pour W 37, 4th floor walls & decks, 3rd floor curbs Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. 01 Coarse Agg. #2 Fine Agg. #1 Fine Agg. # #2 Admix #1 RH 1000 Admix X12 Pozz Admix 03 Admix #4 Cylinder Cylinder I.D. 0 Diameter 3027 3028 3029 3030 3031 3032 411 4 "• 4" 4" 4" 4" 611 30 1780 1440 5 oz. cwt Grout Cylinders Grout Prisms Cylinder Height Area 8" 12.57 8" 12.57 8" 12.57 8" 8" 8" Remarks* Permit #: 5911 12.57 12.57 12.57 Mortar Cube TEST PROPERTIES & CONDITIONS SPECS. Weather overcast Ambient Temp. 63 Concrete Temp. 2:35 Time hatched 3:45 Time Placed Air. Content Slump (i.nches) 3 5 Unit Weight (lb /ft ) Yield Water. Added (gals.) Specified f'c(psi) 4000 Test Age Load (Days) (Pounds• 6n hr. 1,nnn 7 60.000 28 84,000 60 Hr. 35,000 7 58,000 28 82,000 Strength Fracture (PSI) Type 7780 Cone 4770 6680 2780 4610 6520 Cone Cone Cone Cone Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O_ pox 300 • Mount Vornon, WA 00273.0300 • (209) 424.7600 4060 Aulii:in VNiiy ��r;illi, i:lle 6 ■" Aiibur:i, WA 00002 • dbh..3797 y; C DATE: 6 -4 -90 CLIENT: MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampton Inn FILE 1/: 9001- 128 Northwest Hospitality' Group CONTRACTOR: Northwest Hospitality Group MIX I.A.: A 4/ OF YARDS: 70 of 70 RECEIVED r'r y nr -'rt v.vvIL11 0 5 1990 • PERMIT CENTER SUPPLIER: Miles Sand & Gravel Company TICKET 1/: 140079 TRUCK #: 124 Pour Location :_ Pour //'38, 4th floor walls & decks, 3rd floor curbs Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. //1 Coarse Agi . //2 Fine A. / /l. Fine A. //2 Admix in RR 1000 Admix //2 Pozz Admix //3 Admix //4 Cylinder ' Cylinder I.D. l'/ Diameter 3066 4"" 3067 4" 3068 4" 611 30 1780 .1440 780 oz /truck 5 oz. /cwt Cylinder Height 8u 8" 8" Remarks t Permit 1/: 5911 Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather cloudy Ambient Temp. 66 Concrete Temp. 73 Time Hatched 2:12 Time Placed 3:10 7. Ai.r. Content: Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water. Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Hr. 330x,000 7340 Cone 7 63,000 5010 Cone 28 80,000 6360 Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Dox 300 • Mount Van:an, WA 00273.0300 • (200) 424.7600 di:ltn $' " WA 00002 • (o6) ddi.t o7 DATE: CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.A.: A 11 OF YARDS: 40 of 66 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 5 -31 -90 PROJECT: Pour Location: Pour 11'36 A & B - 4th floor, Nqq-IN1-1.1] JUL 0 21990 CITY PLANNING DEPT. Hampton Inn FILE 11: 9001- 123 SUPPLIER: Miles Sand & Gravel' Company TICKET 11: 139781 TRUCK 11: 144 1st 3 of 4th floor shear walls Type: X Concrete. Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. 111 1780 Coarse Agg. 112 - -- Fine Agg. 111 1440 Fine Agg. 412 Admix 111 RH 1000 700 oz. /truck Admix 112 Pozz 5 oz. /cwt Admix 113 Admix 114 Cylinder I.D. 11 2990 2991 2992 2993 2994 2995 Cylinder Diameter 4,' 4" 4" 4" 4" 4" Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather rain /overcast Ambient Temp. 65 Concrete Temp. 68 Time Batched 12:53 Time Placed 1:50 % Ai.r. Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield 0 Water Added (gals.) 4000 Specified f'c(psi) Cylinder Test Age Load Strength Fracture Height Area (Days) (Pounds) (PSI) Type 8u 12.57 16 Hr. 35,000 2780 Cone 8" 12.57 7 45,000 3580 Cone 8" 12.57 28 65,000 5170 ' Cone 8" 12.57 16 Hr. 36,000 , 2860 Cone 8" 12.57 7 451000 3580 Cone 8" 12.57 28 64,500 5130 Cone Remarks: Permit 11: 5911 Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Oax 300 • M01191 Vomit, WA 00273.0309 • (200) 424.7600 4050 Au�iiriii Way Hriilii, ir)In k ■" Iluburii; WA 00002 • 7 06) di;b=iir07 DATE: 5 -31 -90 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampton I FILE #: 9001- 124 CLIENT: Northwest Hospita1ity'Group CONTRACTOR: Northwest Hospitality Group MIX I.A.: A 41 OF YARDS: 60 of 66 Pour Locations Pour #•36 B - 4th floor walls mot v Ivo JUL 0 21990 1. PLAP'N'Nf DEPT. SUPPLIER: Miles Sand & Gravel Company TICKET #: 139793 TRUCK #: 010 & decks, 3rd floor curbs Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. #2 - -- Fine Agg. 111 .1440 Fine Agg. #2 Admix #1 RH 1000 600 oz. /truck Admix #2 Pozz 5 oz. /cwt Admix #3 Admix #4 Cylinder Cylinder I.D. # Diameter 2996 2997 2998 4,, 4" 4" Cylinder Height 8u 8" 8" Remarks: Permit #: 5911 Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 Mortar Cube TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 65 Concrete Temp. 68 Tine Batched 1:29 Time Placed 2 :55 Air Content Slump (i.nches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) 6 Specified f'c(psi) 4000 Test Age Load Strength (Days) (Pounds)' (PSI) 16 Hr. 37,000 2940 Cone 7 49,000 3900 Cone 28 67,000 5330 Cone Fracture Type Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Oox 300 • Moon% Vornon, WA 00273.0309 • (2110,) 424.7500 '• 4o0�AuiiisinWa Noah; sidle k' • ILiiburn;1NA 00(102 •" (06) d&ti.fi07 (9Q7 DATE: CLIENT: CONTRACTOR: MIX I.D.: # OF YARDS: 5 -30 -90 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampt Northwest Hospitality' Group Northwest Hospitality Group A 40 of 48 Pour Location: Pour 44 35 B, 4th floor walls JUL 0 21990 • CITY PLANNING F.,- "T n---Fnft ...., FILE 4i: 9001- 121 SUPPLIER: Miles Sand & Gravel Company TICKET #: 119607 TRUCK #: 013 and deck Type: X Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse ACe. #1 1780 Coarse Agg. #2 Fine Agg. #1 1440 Fine Agg. #2 Admix 411 RH 1000 650 oz. /truck Admix 412 Pozz 5 oz. /cwt Admix #3 Admix #4i NM Me OM Cylinder Cylinder Cylinder I.D. # Diameter height 2987 2988 2989 4', 4" 4" 8" 8" 8►► Remarks: Permit #: 5911 Area 12.57 12.57 12.57 Grout Prisms TEST PROPERTIES & CONDITIONS Weather rain Ambient Temp. 65 Concrete Temp. /3 Time lla tchncl 1: 4d Time Placed 1:35 % Air Content Slump (inches) 4 Unit Weight (lb /ft3) Yield Water. Added (gals.) Specified f'c(psi) 4000 Tent Ago Load (Days) (Pounds) 16 HrR. 7 28 Mortar Cubei SPECS Strength Fracturo (PSI) Type 27.000, 91sn 32.000 2550 51,500 4090 Cone Conn Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Oox 300 • Mo:ln% Vo:non, WA 00273.070) • (200) 421.7600 4os�Au�ium Wily Noiil'i; Billie �' " • Aiibun:, WA 06002 • ' 106) dG6.fto7 DATE: 5 -30 -90 CLIENT: Northwest CONTRACTOR: Northwest MIX I.D.: A 1/ OF YARDS: 21 MATERIALS & TTING CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: FILE 11: Hospitality Group Hospitality Group 20 of 48 JUL 0 21990 G: ,,r Hampton Inn.; :.r,�,..�• 9001- 120_,_. _.... _ .�. SUPPLIER: Miles Sand & Gravel Company TICKET #: 139588 TRUCK #: 149 Pour Location: Pour # 35 A 4th floor walls and deck, 3rd floor curbs Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash - -- Coarse Agg. 4/1 1780 Coarse A. 412 - -- Fine A. 111 1440 Fine Agg. #2. Admix 411 RH 1000 650 oz. /truck Admix 412 Pozz 5 oz. /cwt Admix #3 Admix 414 Cylinder Cylinder I.D. 41 Diameter 2981 4" 2982 4" 2983 4" 2984 4" 2985 4" 2986 4" Cylinder Height 8u 8" 8" 8" 8" 8" Remarks: Permit #: 5911 Grout Cylinders TEST PROPERTIES Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air. Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water. Added (gals.) 0 Specified f•c(psi) 4000 Grout Prisms & CONDITIONS sunny 68 73 1:26 2 :10 Test Age Area (Days) 12.57 12.57 12.57 12.57 12.57 12.57 Mortar Cubes SPECS Load Strength Fracture (Pounds) (PSI) Type 16 Hrs. 35,000 2780 Cone 7 43,000 3420 Cone 28 66,000 5250 Cone 16 Hrs. 36,000 2860 Cone 7 43,000 3420 Cone 28 66,000 5250 Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Dox 300 • Mount Vornon, WA 00273.03W) • (200) 424.7000 4006 Au`iium Wily Nai1G, Nutio ii ' . ' •d'uburn; WA 00002 • 1 b6) d86.3307 DATE: . a , MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 5 -29 -90 PROJECT: Hampton Inn CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS : 40 of 56 11113[1(6'11 W[0.1 JUN 29 1990 CITY Di' TUKWILA PLANNING DEPT, FILE 0: 9001- 117 SUPPLIER: Miles Sand & Gravel Company TICKET #: 139386 TRUCK /1: 134 Pour Location: Pour 11 34, 4th floor walls & decks, 3rd floor N. stairwell wall Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. 111 1780 Coarse Agg. 112 Fine Agg. 111 1440 Fine Agg. 112 Admix 111 RH 1000 500 oz. /truck Admix ll2 Pozz 5 oz. /cwt Admix 113 Admix 114 GEM ONO .0 Cylinder Cylinder I.D. # Diameter 2964 4u 2965 2966 2967 2968 2969 4" 4" 4" 4" 4" Cylinder .Height 8" 89 89 8" 8" 89 Remarks: Permit its 5911 Grout Cylinders Area 12.57 12.57 12.57 12.57 12.57 12.57 Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS. Weather overcast /windy Ambient Temp. 67 Concrete Temp. 70 Time Batched 1:44 Time Placed 2:35 Air. Content Slump (inches) 3 5 Unit Weight (1b /ft ) Yield Water Added (gals.) Specified f'c(psi) 4000 0 Test Age Load Strength (Days) (Pounds) (PSI) 16 Hrs. 30,000 2390 7 28 16 Hrs. 7 28 35,000 60.000 32,000 2780 4770 ' 2550 35,000 2780 58.000 4610 Fracture Type Cone Cone Cone Cone Cone Cane Inspector: David Lyal All rebar and mesh laced accordin: to a roved plans. P.O. Box 300 • Mo:u:l Vornon, WA 00273.0309 • (200) 424.7500 4060 Aiibi:i» il�liiy 1441lii, i:lln I►uhurn, WA 00i102 • ION dbbJ 07 DATE: 5-24-90 a MATERIALS TESTING & ,11111.1, je- CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hamp CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.U.: A 11 OF YARDS: 30 of 64 Pour Location: I. tT � E�,,_ 1N-0 J'UN 25 1990 ClT' Db- -T }Kvr\ LA on /PANNING DEPT. FILE Or 9001- 111 SUPPLIER: Miles Sand & Gravel Company TICKET #: 11R909 TRUCK #: 126 3 • Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Age. #1 Coarse Agg. 412 Fine A88..411 Fine A6g. 412 Admix 411 RH 1000 750 7. /truck Admix 412 Pozz 5 oz. /cwt Admix #3 Admix 414 1780 .1440 Grout Cylinders Grout Prisms Mortar Cubes Cylinder I.D. # ,2919 2920 2921. 2922 2923 2924 Cylinder Diameter 411 4" 4" 4" 4" 4" Cylinder Height 8° 8" 8" 8" 8" 8" Remarks: Permit 41: 5911 Area 12.57 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS SPECS. Weather sunny Ambient Temp. 68 Concrete Temp. 63 Time In tched 2:44 Time Placed 3:25 % Air Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water - -- Water. Added (gals.) 0 Specified f'c(psi) 4000 Test Ago Load (Days) (Pounds• 16 Hr. 13,000 7 17.nnn 28 49,000 16 Hr. 39,000 7 28 47,000 65,000 Strength (PSI) 3100 Fracture Type retnim ,Shear Shear Cone 3740 Cone 5170 Cone Inspector: David Lyal and mesh laced accordin: to a roved lans. P.O. Box 300 • Mount Vornon, WA 00273.0300 • (200) 424.7600 • 4060 Auiiurii Wily Uoilfi; Nidin 6 :.. •diiburn, WA nnim2 •• 1 06) 41664407 r MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -74 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 60 of 64 Pour Location: • UPI (� G� EAv N5.t� JUN 25 1990 Ct Y i :Jt:�VILA t:'LANNlNG DEPl': PROJECT: Hampton nn FILE #: 9001 -114 SUPPLIER: Miles Sand & Gravel Company TICKET1l:not available* TRUCK 11: 108 • . . . . - • . • • . -. Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type. I ) Water Fly Ash Coarse Agg. 111 Coarse Agg. 112 Fine Agg. 111 Fine Agg. 112 Admix 111 RH 1000 Admix 112 Pozz Admix 113 Admix 414 611 30 1780 1440 5 oz. /cwt Cylinder' Cylinder Cylinder I.D. # Diameter Height 2925 2926 2927 411 8u 4" 8" 4" 8" Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 Mortar Cube TEST PROPERTIES & CONDITIONS SPECS Weather gunny Ambient Temp. 68 Concrete Temp. 65 'Time Batched 4:04 Time Placed 4.40 Air. Content S1u,np (inches) Unit Weight (lb/ft 3 Yield Water. Added (gals.) n Specified f •c(psi) t,nnn Test Age Load (Days) (Pounds) 1b xir 30,000 7 39,000 28 51.5Q0 Remarks Permit 0: 5911 ''t Computer failure at Batch Plant caused incomplete tickets All rebar and mesh placed according to approved plans. Strength Fracture (PSI) Type 2390 Cone 3100 Cone 4090 Shear Inspector: nom ;rI 14%0 P.O. Qox 300 • Mount Vornont WA 00273.0309 • (200 424.7500 nOtitiAubuniWiy Naiiti, $u�io " /u,buni, WA 001102 • 100 dl:O t 97 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -23 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A // OF YARDS: 72 of 72 Pour Location: • JUN 251990 CITY OF T'AVVILA PLANNING DEPT. PROJECT: Hampton Inn FILE 1/: 9001 -110 SUPPLIER: Miles Sand & Gravel Company TICKET #: 138748 TRUCK #: 013 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. /i2 Fine Agg. #1 1440 Fine Agg. #2 Admix #1 RH 1000 800 oz. /truck Admix #2 Pozz 5 oz. /cwt Admix #3 Admix #4 Cylinder Cylinder I.D. # Diameter 2913 4n 2914 4" 2915 4" Cylinder Height 8" 8" 8" Remarke: Permit 1i: 5911 Grout Cylinders Grout Prisms Area 12.57 12.57 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 65 Concrete Temp. 68 Time batched 3:44 Time Placed 5:00 Air Content Slump (i.nches) 3 3 Unit Weight (lb /Et ) --- Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load Strength (Days) (Pounds) (PSI) Fracture • Type 16 Hr_ 1R,nnn 3020 Cone 7 56.000 4450 Cone 12.57 28 74,500 5930 Cone Inspector: David Lyal A11 rebar and mesh placed according to approved plans. P.O. Box 309 • Mown Vomon, WA 00273.0309 • (200) 424.7600 4060 AuhumWiiy Noilii, $idle 5 . I(ubuiii, WA 00002 • j300) d004797 DATE: CLIENT: CONTRACTOR: MIX T.D.: 11 OF YARDS: 5 -23 -90 Northwest Northwest A f MATERIALS 1J� � TASTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampto Hospitality Group FILE 11: Hospitality Group SUPPLIER: 30 of 72 9001- 109 Itia4<<t1. WOO (JUN 251990 61-7?-01- 1 ( I-) Miles Sand & Gravel Company TICKET 11: 135724 TRUCK #: 126 Pour Location: Pour 11 31. First set 4th Floor Tunnels Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type 1 ) 611 Water 30 Fly Ash Coarse Agg. 111 1780 Coarse Agg. 112 Fine Agg. #1 1440 Fine Agg. 112 Admix 111 RH 1000 600 oz /truck Admix 112 Pozz 5 oz./cwt Admix 113 Admix 114 Cylinder I.D. 11 2907 2908 2909 2910 2911 2912 Remarks: Cylinder Cylinder Diameter Height 4u 8" 4" 8" 8" 4" 4" 4" 4" 8" 8., 8" Permit 11: 5911 Grout Cylinders Area 12.57 12.57 12.57 12.57 12.57 12.57 Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 63 Concrete Temp. 66 Time Batched 2 :44 Time Placed 3 :40 Air Content - -- Slump (inches) 3 4 Unit Weight (lb /ft ) Yield --- - -- Water. Added (gals.) 0 Specified f'c(psi) 4000 Test Age (Days) 16 Hr. 7 28 16 Hr. 7 28 Load (Pounds) 40,000 50,000 3980 72,000 5730 43.000 ' i stn 56,500 4490 Strength Fracture (PSI) Type 3180 77,000 6130 Cone Shear Cone Cone Cone Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. (lox 300 • Mounl Vernon, WA 00273.0309 • (200) 424.7600 4060 Auiiu nWay ��orl)i, Sulln 6 •... i ubuin, WA 90002 • (206) 050.1797 DATE: • 5- 22 -90 MATERIAL TESTING & CONSULTING. COMPnESSIVr STRENGTH TEST REPORT PROJECT: (lamp PILE 4/: 90001 SUPPLIER: Miles Sand TICKET fit 138460 . TRUCK /i: ' 145 CLIENT :, Northwest.'Iioapitality 'Group CONTRACTOR: Northwest Hospitality Group Pirx x . D.: A I/ OF YARDS: 30 of 37 ' 'JUN .g5 1990, agY OF TLikk tIL on ofrT & .Gravel 'Company. Pour Location: Pour # 30; Last 2 tunnels North end of 3rd floor • Type: X Concrete Cylinders ?SIX PROPORTXONS Cement (Type I ' ) Wnter. Fly Ash Coarse AQg. 411 Conrse ACC. 412 Vine ACC. 4/1 ri.no A. 1/2' Admix 411 RH '1000 Adml.x 112 Pozz. Admix 1/3 Admix I/4 Cylinder I.D. # 2901 2902 2903 2904 2905 2906 Cylinder Diameter 11" 4" 4,• tau 4" 4" itc:mnrkn : Permit ih 611 30. 14 Grout Cylinders Grout,Priams 750 oz. /t1 uck 5 oz. /cwt • • Cylinder Height 8" .8" R.. 8•. 8.. Are a 12 .'57 '12.57 1257 12.57 '19.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp., Concrete Temp. Time Batched Time .Placed Air. Content . Slump (inchen) 'Unit Weight (1b /ft3) Yi.rlcl Wn: :er, Added (Oa1n.) 0 Specified f'c(psi) '4000 • Test Age Load ' Strength Frneture (Uaye) (Pounds) (PSI) Type 16 Hrs. 32,000 2550 ,r.nno 7 43,000 3420' Cone 28 60,000 47 70 Cone 16 Hr. 30,000 2390 Cone 7 43,000 342.0 Cone 28 61, nnn 5010 Cnnp1 overcast 63 65. 1:27 2:20 5' Mortar. Cubs SPECS'' • • 5911 ' Inopootor: David Lyal A11 rebar p1aoed per approved drawings. P.O. flex nax Mount 1t Tin Umonl'Au urn, WA oodo "' •' 6II)1101.7Inr MATERIALS T�STINt�a CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -25 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 30 of 42 PROJECT: Hampton I BOP \--JUN 251990 Cl Y Ur UKW LA PLANNING DEPT. FILE #: 9001- 116 SUPPLIER: Miles Sand & Gravel Company TICKET #: 139110 TRUCK 11: 134 Pour Location: Pour 11'33, 4th Floor walls & decks Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash - -- Coarse Agg. 111 1780 Coarse Agg. #2 - -- Fine Agg. 111 .1440 Fine Agg. 112 Admix 411 RH 1000 600 oz. /truck Admix #2 Pozz 5 oz. /cwt Admix #3 Admix #4 Cylinder Cylinder Cylinder I.D. # Diameter Height 2934 411 gu 2935 4" 2936 2937 2938 2939 4" 4" 4" 4" 8"• 8" 8" 8" 8" Remarkas Permit #: 5911 Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather cloudy Ambient Temp. 63 Concrete Temp. 65 Time Batched 12:20 Time Placed 1,10 % Air. Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load Strength Area (Days) (Pounds) (PSI) 12.57 60 Hr. 45,000 3580 12.57 7 62,000 4930 12.57 28 86,000 6840 12.57 60 Hr. 44,000 3500 12.57 7 58,000 4610 12.57 28 86.000 6840 Mortar Cube: SPECS Fracture Type Cone Cone Cone Cone Cone Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. (lox 300 • Mounl Winton, WA 00273.0309 • (200) 421.7000 40G0 `l►uburii Wily Noilf,, Halle • • /�iiburn, WA nb1102 ■ l20G) db(i.ft07 MATERIALS TESTING & CONSULTING JUN 221990 CITY OF TUKVVi..A. COMPRESSIVE STRENGTH TEST REPORT PLANNING DEPT. PROJECT: Hampton Inn DATE: 6 -8 -90 CLIENT: Northwest Rospitality'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A . 11 OF YARDS: 6 of 6 Pout Location: West side.roof entrance FILE 11: 9001- 135 SUPPLIER: Miles Sand & Gravel Company TICKET . #: 140658 TRUCK 11: 149 'Types X Concrete Cylinders MIX PROPORTIONS Cement (Type, 1• ) Water Fly Ash Coarse Agg. '411 Coarse Agg. #2 V1.nc Apn. Ili. Gina Agg. 412 Admix #1 Rtl 1000 Admix 112 Pozz Admix #3 Admix 114 611 30 1780 OM OM MO .1440 5 oz. /cwt Cylinder' Cylinder Cylinder. X.D. # Diameter Height 3121 41: 811 3122 4" 3123 4" 811 8•• Demerlcs s Permit #s 5911 Grout.Cylinders TEST PROPERTIES Weather Ambient Temp. Concrete Temp. 'Time Batched Time Placed X Ai.r. Content Slump (inches) Unit Weight (lb /ftS) Yield Water Added (gals.) Specified f'c(psi) Grout Prisms. Mortar Cubeg & CONDITIONS SPECS 'rant Age Area (Days) 12.57 60 Hr. cloudy 68 61 12:20 12:55 4 I 4000 Toad Strength Fracture (Pounds), (PSI) Type 37,000 2940 Cone 12.57 7 40,000 12.57 28 3180 Cone Inspectors Steve Morta 1111 re_bar and mesh placed according to approved plans. P.O. Cox 000 • Moun: Varnan! WA 0027a.0309 • (200 424.7600 NUN B' " r' 'diibcires; WA 00002 • " j' 66) dt)b:iyo7 DATE: CLIENT: CONTRACTOR: MATERIALS k. TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 5_1 5 -4Q Northwest Hospitality coup Northwest Hospitality Group MIX 1.1).: A I1 OF YARDS: 31 of 31 Pour Location: Pour 41 25 3rd floor, 2nd floor PROJECT: nnm N1.10.01. JUN 141990 pLANIoNe DEPT. PILE l #: 90001- nog SUPPLIER: Miles SAnd A (,raval [:nmpany TICKET 41: 137417 TRUCK 11: 010 shear walls. 4th floor ri:rhs Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type Water Fly Asti Coarse Agg. #1 Coarse Agg. 412 Finn Arr.,. 111 Fine Agg. 112 Admix 111. Admix 412 Admix 413 Admix #4 RH 1000 Pozz. Cylinder Cylinder I.D. 11 Diameter 2798 2799 4" 4" 2800 2801 2802 2803 4" 4" 611 30 178Q 1440 Grout: Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 68 Concrete Temp. 68 Time Batched 12 :19 'l'i.me Placed 1:22 % Air. Content Slump (inches) Unit Weight (l.b /ft3) Yield Water Added (gals.) 0 Specified f'r(psi.) 4000 INO Iwo 5 Cylinder Test Age Load Strength Fracture Height Area (Days) (Pounds) (1'SI) Type R„ 12.57 16 Hr. • 34,000 2710 Cone 8" 12.57 7 44,000 3500 Cone 8" 12.57 28 55,500 4410 Pear 8" 12.57 16 Hr. 32,000 2550 Cone 12.57 7 43,000 3420 one 8" 12.57 28 62.00 4930 Cone 8•. Remarks: Permit #: 5911 Tnspeetor: David Lyal A 1 rebar and mpah planad annnrrltng to approvod plans. P.O. pox 300 • Monml Vomont WA 90273.0709 • (a: ?0 *124.7000 40G0 %1ufiunl Arai tiotl1i, Sidho.5 • Auburn, WA 00002 • ( O) 4 .Yyo7 DATE: 6 -5 -90 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: Ham CLIENT: Northwest Hospitality' Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A . /1 OF YARDS: 60 of 66 11103[1.A.V./1-1-0 [j!.. [ji.HV 14 1990 CITY OF TUl;wiLA onPtikiiNING D P FILE 0: 9001 -133 SUPPLIER: Miles Sand & Gravel Company TICKET 00: 140263 TRUCK 11: 125 Pour Location: Pour # 39,,.Last 4th floor walls &.decks, last 4th floor shear wall 'Type: X Concrete Cylinders MIX PROPORTIONS Cement (Typo I ) 611 Water 30 Fly Ash Coarse Agg. 01 Coarse Agg. 02 Fine Agg. Ell Fine Agg. 02 Admix 01 RH 1000 Admix 02 Pozz Admix 03 Admix 414 Cylinder' Cylinder 1.D. 0 Diameter 3080 4"t 3081 3082 4" 4" 1780 .1440 750 oz. /truck 5 oz. cwt Grout Cylinders Grout Prisms. Cylinder Height Area 8u 12.57 12.57 12.57 8" 8" Remarks: Permit DI 5911 Mortar Cube TEST PROPERTIES & CONDITIONS SPECS Weather sunny Ambient Temp. 70 Concrete Temp. 70 'Time Retched 2 :24 Time Placed 3 :30 7. Ai.r. Content Slump (inches) 3 4 Unit Weight (lb /ft ) • Yield Water. Added (gals.) 0 Specified f'c(psi) 4000 Toot Ago Load Strength Fracture (Days) (Pounds) (rsi) Type 16 Hr. 32,000 2550 Cone 7 51.500 4090 Cone 28 Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Dox 300 • Mount Varnon,,WA 00273.0700 • (200 42!.7600 gp8l��1i►tii:rd Wily Noi1C:� Nulln " • Auburn, WA Mon • Z b6) dG '.t 07 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 6 -5 -90 CLIENT: Northwest Hospitality'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A TICKET #: 140247 # OF YARDS: 30 of 66 TRUCK 4: 139 Pour Location: Pour #'39, Last of 4th floor walls & decks PROJECT: FILE 41: Ha lg1 111 .■//i ir) JUN 14 1990 CITY ar: 7ur; DATE: CLIENT: CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 1/ OF YARDS: 20 of 29 (Y MATERIALS 1-L7-7-- TESTING & jj OPIN CONSULTING `SUN 18 1990 3 F TUKv .1,:kk Fiamrtnn Me U,, FILE fit 90001-097 COMPRESSIVE STRENGTH TEST REPORT 5 -16 -90 Northwest Hospitality Group PROJECT: SUPPLIER: Miles SAnd b rray.1 f:nmpany TICKET 11: 137636 TRUCK 11: 145 Pour Location: Pour # 26 walls & decks. 4th floor curbs. 3rd flnnr shear wall. SW end exterior stairwell wall, utility room pad. OP Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type __) Water Fly Ash Coarse Agg. 111 Coarse Agg. 112 Fine Agg. 111 Fine Agg. 112 Admix 111 Admix 112 Admix 113 Admix 114 Cylinder I.D. 11 2826 2827 2828 2829 2830 2831 RH 1000 Pozz. Cylinder Diameter 611 30 1780 1440 Grout Cylinders Grout Prisms 700 oz /truck 5 oz. /cwt Cylinder Height Area 12.57 4" 4" 4" 4" 8„ 8" Remarks: Permit 11: 5911 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES & Weather Ambient Temp. Concrete 'Temp. Time Batched Time Placed CONDITIONS overcast 60 65 12:09 1:10 7, Air. Content Slump (i.nchen) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load (Days) (Pounds) 16 Hr, 32,500 2590 Mortar Cubes SPECS Strength Fracture (1'SI) Type 7 44,000 3500 28 62,000 4970 16 Hr. 34,000 2700 7 43,000 3420 28 63.000 5010 Cone Cone Cone Cone Cone Cone Inspector: David Lval All relzar and mesh plarpd arrnrdirg to approvad- plans. P.O. tlox 900 • Mount Vornan, WA 00270.0709 • (200) 424.7600 4060 Auburn Way Worlli, Saltto 6 • �A�ili:rrn; WA 001)1)2 ■ ' 1j 0j 06.”97 (;) UflOWIR NIATERIA, S JUN 13 1990 TESTING (& CONSUL. !NGTY - COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -17 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 57 of 63 PROJECT: Hampton Inn FILE #: 9001- 99 SUPPLIER: Miles Sand & Gravel Company TICKET #: 137860 TRUCK #: 009 Pour Location: Pour #-27 walls & decks, 3rd floor elevator walls & curbs Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. #2 Fine Agg. 411 Fine Agg. #2 Admix #1 RH 1000 550 oz. /truck Admix 412 Pozz 5 oz. /cwt Admix 413 Admix #4 .1440 Cylinder' Cylinder I.D. # Diameter 4H 4" 2843 2844 2845 4" Cylindex� .Height 8u 8", 8" Remarks: Permit #: 5911 Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather Sunny Ambient Temp. 70 Concrete Temp. 68 'Time Batched 1:01 Time Placed 1:45 Air Content --- Slump (inches) 3 4 Unit Weicht (lb /ft ) --- Yield Water. Added (gals.) • Specified f'c(psi) 4000 Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Hr. 33.000 2630 Con 7 38,000 3020 Cone 28 58,500 4650 Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Box 300 • Mount thrown, WA 00273.0700 • (200) 424.7000 40�1�Au�iu i Wiiy NAilb, $idle ei '• Auburn; WA 00102 • 106) dGb.fto7 a MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -17 -90 PROJECT: CLIENT:jinthsiggit Hospitality oup FILE 11: 90001 -100 MOW ,JUN 18 1990 CITY OF T'UKvV;LA • ► C DEPT. CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 40 of 63 SUPPLIER: Miles SAnd b Gravel ('.nmpany TICKET 11: 137854 TRUCK 11: 121 Pour. Location: Pour 11 27 walls & decks. 3rd floor elevator walls s, curbs Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) .611 Water 30 Fly Ash Coarse Agg. 411 Coarse Agg. #2 Fine Agg. 111 Fine Agg. .112 1780 1440 Admix 111 RH 1000 550 /truck Admix 112 Pozz. 5 oz./cwt Admix 113 Admix 114 Cylinder I.1) . # 2837 2838 2839 2840 2841 2842 Grout Cylinders Cylinder Cylinder Diameter Height Area - 4" R,, 12.57 - 4" 8" 12.57 - 4" 8" 12.57 4" 4" 4" 8" 8" 8" Remarks: Permit 11: 5911 12.57 12.57 12.57 Grout Prisms TEST PROPERTIES & CONDITIONS Weather cloudy Ambient Temp. 70 Concrete Temp. 68 Time Batched 12 :30 Time Placed 1:20 Air. Content Slump (inches) 3 5 Unit Weight (1h /ft ) -- Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load Strength (Days) (Pounds) (PSI) 16 Hr. 27,000 2150 Cone 7 36,000 2860 Cone Mortar. Cubes SPECS Fracture Type 28 55,000 16 Hr. 29,000 7 38,000 28 57,000 4370 Cone 2310 3020 4530 Cone Cone Cone Inspector: David Lyal All rebiir and mesh planed ar•rordipg to appovvod— plans. P.O. nor 300 • Mounl Vornon, WA 00273.0309 • (200) 424.7600 405(1 %lubumWoy 14orth, Sii110 6 • Auburn, WA 90002 • *O OOj 0504797 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: ro- MATERIALS TESTING & CONSULTING May 25, 1990 Report #: 90001 -115 ft,11[aft') I I] v1[- I ° MAY 311990 CITY OF TUKWILA PLANNING DEPT. Re: Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the ,jobsite at 11:45 pm for a scheduled pour and deck and parapet inspection for pour # 33. All steel was found to be in place per approved plan. The walls for pour # 34 were also inspected and found to be according to approved plans. The City of .4e Tukwila, Department of Commercial Inspections was notified as to the extent of the heat cracks in decks of Pour # 32. Several of the cracks had fully penetrated the decks. The following trucks were tested: ARRIVED 12 :30 pm 12 :40 12:55 1:34 2:00 DISCHARGED SUPER ADDED WATER ADDED . 12:40 700 ounces 12:55 .650 1 :10 600 1 :45 600 2:05 .0 A set of test cylinders was obtained from the truck arriving at 12:55 pm. One quarter yard of concrete was used from the :Last truck. If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATER :PALS TESTING & CONSULTING Aricat,,$)L J. Frank Spears Materials Engineer P.O, Box 309 • Mount Vernon, WA 90273 -0309 • (208) 424-7560 4050 Aubum Way North, Suite 5 • Auburn, WA 90002 • (208) 850-7797 ( MATERIAL; TESTING 8( CONSULTING. COMPIt>;SSxVE ST—EMT!! TEST REPORT PROJECT: Ramp-ten Inn . FILE #1 90001 -0 55. DATE: 4 -18 -90 CL /ENT: Northwest :Hospitality 'Group CONTRACTOR: Norihwest dospitality Group MIX I.1).: A 1/ OF YARDS: 20, of 26 Pour Location: 2nd floor walls & Docks and 2nI . 199.9' Y 1 Uh:�`v ►iLA l_ANNfNG DEM : SUPPLIER: TICKET 1/: TRUCK 11: f1�r c•urha • Miles Sand & •Gravel 'Company . 134163 '009 nn .SF corner Type: X Conorete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type 1 ) Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Fine Agg. 111 Fine Agg. 412' Admix 1/1 RH 1000 Admix 112 Pozz. Admix 1/3 Admix 114 3/R pea Cyl inder I.D. 11 2435 2436 2437 2438 2439 2440 Cylinder Diameter 4" It " 4", n 4" 4" 611 30 i i tau 1440 5 5 oz /100 wt. Cylinder Height 8u ,n." 8• .. 'S" 8" 8" Area 12 :57 12.57 12.57 12.57 '1 ?_57 12.57 Grout, Prisms TEST PROPERTIES & CONDITIONS Weather overcast Ambient Temp., 68 Concrete Temp. 68 ' Time Hatched 1:25 Time .Placed 2:05 Air Content - -- Slump (inches) 3 .' 'Unit Weight (lb /ft3) Yield Wat :er, Added (gals.) 8 Specified f'e(psi) , 4000 • Mortar. Cut SPECS.' • Test Age Load Strength Fracture (Days) (Pounds) (PST) Type 16 Hrs. 4a,nnn 334 0 , Cbne 16 Hrs. 42.500 51.000 4060 • 28 64,000 5090 28 62,000 4930 28 63,000 5010 7 3380' Cnnp Remarks: Permit #i 5881, 5911 ' Inapootorr David'Lyal tNo bggding agent need siurin2 rastiug n_f curbs onto 2nd floor decks. All rebar plaoed per approved drawings. Conp Cone Cone Cone P.O. nos 200 • Mount Vornont WA 00273.03011 + (200 424.7000 sorb / iurit Wey'N61'1101 itlo " • " At:l►iin , WA oodo "' •'""0168) 46i :7yo7 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT Na mptnn i.nnilsi`1i1 DATE: 5 -1 - -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 30 of 50 PROJECT: FILE 1/: 9QQ01 -90 SUPPLIER: Miles SAnd & Gravel enmpany TICKET 11: 136953 TRUCK #: 149 Pour Location: Pour 41 23 3rd floor & 2nd floor stairwell on Nnrth end Type: x Concrete Cylinders Grout Cylinders Grout Prisms Mortar. Cubes MIX PROPORTIONS TEST PROPERTIES & CONDITIONS SPECS Cement (Type ) 611 Weather sunny Water 30 Ambient Temp. 75 Fly Ash Concrete Temp. 70 Coarse Agg. # #1 1780 Time Batched 1:18 Coarse Agg. # #2 Time Placed 2:05 Fine Agg. 4 #1 1440 % Air Content Fine Agg. #2 Slump (inches) 3 4 Admix 1 #1 RH 1000 700 oz /truck Unit Weight (].h /ft ) Admix #2 X12 Pozz. 5 oz. /cwt. Yield - -- Admix #3 Water Added (gals.) 0 Admix #4 Specified f'c(psi) 4000 Cylinder Cylinder Cylinder Test Age Load I.D. 11 Diameter Height Area (Days) (Pounds) 2739 4" R,, 12.57 16 Hr. 39,000 2740 4" 8" 12.57 7 34,500 2741 4" 8" 12.57 28 2742 4" 8" 12.57 16 Hr. 2743 4" 8" 12.57 7 2744 4" 8" 12.57 28 Remarks: Permit #: 5911 Strength Fracture (PSI Type '3100 Cone 2740 J Shear 43.000 ( '3470 Con* 2870 35,500 Cone Inspector: David t.yal All rebar and mesh planed annnrding to approved plans. P.0. ..flax 309 • Mount Vornon, WA 00273.0309 • (200) 424.7500 4050 Auburn Way Pforlh,-Sulto 5 • Auburn, WA 00002 • (200) 650.7797 �J J NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: MATERIALS TESTING & CONSULTING C7 _ , :,,. r, May 11, 1990 Report #: 90001 -091 MAY 1 G 1990 Re: Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector Frank Spears arrived at the jobsite at 12:30 pm for a scheduled pour and rebar inspection prior to pour #23. Walls and decks were inspected for pour # 24. Cracking was noted along the last four walls at the North end of the complex, between grid line E & F, on the 2nd floor. Several floor to ceiling cracks were noted (per wall) from the sprinkler block outs to electrical box. ARRIVED DISCHARGED SUPER ADDED WATER ADDED 1:15 pm 1:30 1000 ounces 1:25 1:40 800 1:55 2 :05 700 2:05 2 :20 750 2:35 3:00 650 Test cylinders were obtained from the truck arriving at 1:55 pm. If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850- 7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING d J'. Frank Spears Materials Engineer P.O, pox 309 • Mount Vornon, WA 90273.0309 • (206) 424 -7560 4050 Aubum Way North, Suito 6 • Auburn, WA 00002 • (206) 050 -7797 ()A DATE: 5 -18 -90 j a MATERIALS 11J ..,i TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: namptnn Top FILE 11: 90001- 102 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 40 of 58 Pour Location: Pour 1J SUPPLIER: Mi1ps SAnrt & TICKET 11: 138046 TRACK 11: 141 Gravp1 (!nmpany !a� Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. 112 Tine Agg. 111 r ine Arg . 112 Admix 111 Admix 1/2 Admix 113 Admix 114 RH 1000 Pozz. Cylinder Cylinder I.1). it Diameter 2851 2852 2853 2854 2855 2856 4" 4" 4" 4" 4" 611 30 1780 1440 Grout Cylinders Grout Prisms 550 oz /truck 5 oz. /cwt Cylinder Height Area 12.57 A„ 8" 8" 8" 8" Remarks: Permit #: 5911 12.57 12.57 12.57 12.57 12.57 Mortar. Cubes TEST PROPERTIES & CONDITIONS SPECS Weather sunny Ambient Temp. 68 Concrete Temp. 65 Time Batched 1:30 'L'ime Placed 2:20 Ai.r. Content: Slump (i.nchet) 3 5 Unit Weight (l.b /ft ) Yield - -- Water Added (gals.) 0 Specified f'r(psi,) 4000 Test Age Load (Days) (Pounds) 60 Hr. 36,400 7 35.000 28 Strength (PSI) 79nn 60 Hr. 38,500 3060 7 28 39,000 3100 Inspector: David Lval Fracture Type Cone Conp Cone Cone Al). rebar and mesh p1 acpd ar_nnrrling -t a pr.ovad-p1ans . P.O. fax 300 • MO:mt voon, J 911273.0309 911273.0309 • (200) 424.7500 4050 A:iliuni VVoy �Iarlli, Si:Ilo 6 rn • ' Auburn, WA 00002 • (200) 0004707 MATERIALS TESTING CONSULT! COMPRESSIVE STRENGTH TEST RE DATE: 6 -6 -90 PROJECT: CLIENT: Northwest Hospitality Group FILE 41: g �N CSC [l\VI0 -0 •RT JUN 1B 1990 HamEMI QhnTUi(VUiLA CONTRACTOR: Northwest Hospitality Group MIX Z.D.: A # OF YARDS: 10 of 16 SUPPLIER: Miles Sand & Gravel Company TICKET #: 140344 TRUCK 41: 122 Pour Location: Stairwell walls, North end of building. Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type I Water Fly Ash Coarse Agg. #1 Coarse Agg. 412 Fine Agg. 411 Fine Agg. //2 Admix #1 Admix 112 Admix 413 Admix 414 611 30 •7/8 1780 1440 Pozz. 5 oz. /cwt Rh 1000 400 total Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 65 Concrete Temp. 63 Time Batched 2 :43 Time Placed 3:15 7. Air Content Slump (inches) 3 4.1/2 before SP Unit Weight (lb /ft ) Yield Water Added (gals.) 0 Specified f•c(psi) 4000 Cylinder Cylinder Cylinder Test Age Load Strength Fracture I.D. # Diameter height Area (Days) (Pounds) (PSI) Type 3100 6" 12" 28.27 7 140.500 4970 Cnnp 3101 6" 12" 28.27 28 3102 6" 12" 28.27 28 3103 6" 12" 28.27 28 Remarks: Permit 41: 5911 Inspector: Stan Wade All rebar placed in accordance with approved drawings. P.O. Oox 300 • Mount Vernon, WA 00273.0300 • (200) 424.7600 4060 Aubuiri VUiiy Noilfi; Cilia 6 • ■ Atiburn, WA 06602 ■ ?io6) 060:7707 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECTS Hampton Inn FILE 11: 9001- 135 DATE: CLIENT: Northwest Hospitality' Group CONTRACTOR: Northwest hospitality Group SUPPLIER: Miles Sand & Gravel Company MIX I.D.: A TICKET #: 140658 TRUCK #: 149 RECEIVED. • CITY OF TUKWILA J U N 1 3 1990 PERMIT CENTER .0 OF YARDS: 6 of 6 Pour Location: West side roof entrance 'Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. • #1 Coarse Agg. 112 Fine Aga. 111 Fine Agg. 1 {2 Admix #1 RH 1000 Admix 112 Pozz Admix 113 Admix 114 Cylinder ' Cylinder 1.1). 11 Diameter 4" 4 " 3121 3122 3123 4" 611 30 1780 .1440 5 oz. /cwt Cylinder Height 8u 8,. 8" Remavka t Permit #1 S911 Grout. Cylinders Grout Prisms Area 12.57 12.57 12.57 Mortar Cube TEST PROPERTIES & CONDITIONS SPECS Weather cloudy Ambient Temp. 68 Concrete Temp. 61 'Time Retched 12:20 Time Placed 12:55 7. Air. Content Slump (inches) 3 4 4 Unit Weight (1b /ft ) Yield Water Added (gals.) Specified f.c(psi) 4000 Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 60 Hr. 37,000 2940 Cone 7 28 Inspector: Steve Morta and mesh laced accordin: to a •roved 'lane. oox 300 � • Mo:1p1 Vornonr. WA 00271.0700 • (200) 424.7600 4060 AuTn.ni Wry No.sfi, �:111n 1 " • ' Aitiauint; WA 00002 • ' 006) dCO:fyo7 DATE: 6 -4 -90 CLIENT: Northwest CONTRACTOR: Northwest MIX I.D.: A 11 OF YARDS: 70 of 70 C MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT Hospitality' Group Hospitality Group Pour Location: Pour 11'38, 4th floor walls RECEIVED CITY OF TUKWILA • JUN 1 3 1990 • PERMIT CENTER PROJECT: Hampton Inn FILE 11: 9001- 128 SUPPLIER: Miles Sand & Gravel Company TICKET 11: 140079 TRUCK 11: 124 & decks, 3rd floor curbs Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Ang. 111 Coarse Agg. 112 Fine Agg. 111. Fine Agg. 112 Admix 1i1 RH 1000 Admix 112 Pozz Admix 113 Admix 114 Cylinder Cylinder I.D. 11 Diameter 3066 4u 3067 4" 3068 4" 611 30 OS NO INS 1780 •I•11 MO ONO .1440 780 oz /truck 5 oz./cwt Grout Cylinders Grout Prisms Cylinder Height Area 12.57 8u 8" 8." Remarks: Permit 11: 5911 12.57 12.57 TEST PROPERTIES Weather Ambient Temp. Concrete Temp. Time Batched Time Placed 7. Ai,r, Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water. Added (gals.) Specified f'c(psi) Anon & CONDITIONS cloudy 66 73 2:12 3:10 Tent Ago Load (Days) (Pounds) 16 Hr. 30.000 63,000 7 28 Mortar Cubes SPECS Strength Fracture (PSI) Type 239n Cone 5010 Cone Inspector: David Lyal 11 rebar and mesh laced accordin: to a roved .lens. P.O: 04),(300 • Mount Varnon, WA 00273.0300 • (200) 424.7000 4000 Aohum Way Wail, " • ' 'Miuunt; WA 110002 • /466) dbd.iio7 DATE: 6 -4 -90 MATERIALS TESTING & CONSULTING RECEIVED CITY OF TUKWILA JUN 1 3 1990 COMPRESSIVE STRENGTH TEST REPORT PERMIT CENTER CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.A.: A I/ OF YARDS: . 30 of 70 PROJECT: Hampton Inn FILE #: 9001- 127 SUPPLIER: Miles Sand & Gravel Company TICKET //: 1.40065 TRUCK #: 130 Pour Location: Pour # 38, 4th floor walls & decks, 4th floor elevator shear walls Type: X Concrete MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg.. #/1 Fine Agg. #2 Admix #1 RH 1000 Admix #2 Pozz Admix #3 Admix #4 Cylinders Grout Cylinders Grout Prisms 611. 30 1780 .1440 700 oz. /truck 5 oz. /cwt Cylinder Cylinder Cylinder I.D. # Diamete:c. Height 3060 4° 8" 3061 4" 8" 8" 8" 3062 3063 3064 3065 4" 4" 4" 4" 8" 8p, Remarks, Permit #: 5911 Area 12.57 12.57 12.57 12.57 12.57 12.57 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS. Weather gun /rain Ambient Temp. 68 Concrete Temp. 72 Time Hatched 12:37 Time Placed 1:40 Air Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) Specified f'c(psi) 4000 0 Test Age Load Strength Fracture (Days) (Pounds). (PSI) Type iA Hr. 42,000 3340 Cone 7 42.000 3340 Cone 28 16 Hr. 37.000 2940 7 53,000 4210 28 Cone Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. 00* 300 • Mount Vomon, WA 00273.030n • (200) 4247800 4068'AubiiurWiy Wilk Maio It • ' 'Auburn; WA 00002 • j3011) dit 4Po7 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 6 -1 -90 CLIENT: Northwest Hospitality' Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A . l/ OF YARDS: 50 of 67 Pour Location: Pour # 37, 4th floor PROJECT: Hampton Inn CITY OF TUKWIIA JUN 131990 PERMIT CENTER FILE //: 9001 -126 SUPPLIER: Miles Sand & Gravel Company TICKET . /1: 139897 TRUCK //: 017 walls & decks, 4th floor shear walls Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I' ) Water Fly Ash Coarse Agg. /11 Coarse Agg. 112 Fine Ar,g. ill Ci.no Agg. //2 Admix //1 RH 1000 Admix /E2 Pozz Admix #3 Admix /14 Cylinder Cylinder 1.1).0 Diameter 3033 41* 3034 3035 4" 4" 611 30 1.780 .1440 5 oz. /cwt Cy13.nder Height 8u 8" .8" Remarks Permit 0: 5911 Grout Cylinders Area 12.57 12.57 12.57 Grout Prisms. Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 65 Concrete Temp. 65 Time Dntched 3:00 Time Placed 3:40 % Ai.r. Content 4 Slump (inches) Unit Weight (lb /Et3) Yield Water Added (Gals.) 0 Specified fsc(psi) 4000 Tent Ago (Days) 60 Hr. 7 28 Load Strength Fracture (Poundn) (PSI) Type 36,000 2860 Cone 55,000 4380 Cone Inspector: David Lyal All r =b.r and m aced aocordin: to a roved 'lane. P.O. nor 300 • Mom! Vernon, WA 00273.030!1 • (7,00) 424.7600 ..,.ar::r ' "••uf::: iw�:7r.';![..ii.. k. :" 'A.J...r..' Wn ndhn2 • f. eei /HIM Mr MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampton Inn FILE 41: 9001- 125 SUPPLIER: Miles Sand & Gravel Company TICKET 11: 139892 TRUCK 41: 011 DATE: 6 -1 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 30 of 67 Pour•Location: Pour RECEIVED CITY OF TU KWILA JUN 1 3 1990 PERMIT CENTER 4 37, 4th floor walls & decks, 3rd floor curbs Types X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Age. 111 Coarse Agg. 112 Fine Agg. #1 Fine Agg. 412 Admix #1 RH 1000 Admix 412 Pozz Admix 113 Admix 414 Cylinder Cylinder I.D. 11 Diameter '027 4"" 3028 3029 3030 3031 3032 4 4" 4" 4" 4" IMO Oa 1780 .1440 5 oz. cwt Cylinder Height 8u 8" 8" 8"" 8" 8"" Remarks: Permit 11: 5911 Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS. Weather overcast Ambient Temp. 63 Concrete Temp. 2 :35 Time Batched 3:45 Time Placed Air Content Slump (inches) 3 Unit Weight (lb /ft ) Yield Water Added (gals.) Specified f•c(psi) 4000 Test Age Area (Days) 12.57 60 hr, 12.57 12.57 28 Load Strength Fracture (Pounds). (PSI) Type nnn 7780 Cone 60.000 4770 Cones 12.57 60 Hr. 35,000 2780 12.57 7 58,000 4610 12.57 28 Cone Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Oox 300 • Moon! Vernon, WA 00273.0309 • (200) 424.7500 HOBO Au um Way Waft; $i:lio I •.. Auburn, WA On1102 • 1906) dG4 -Mi07 DATE: CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A jjJ � ��� MATERIALS � TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 5 -14 -90 41 OF YARDS: 30 of 46 CITY OF TUKWILA JUN 1 3 1990 PERMIT CENTER PROJECT: Hamptnn rn1 FILE fit 90001 -092 SUPPLIER: Mi1ps SAnd t Gravpi enmpany TICKET 11: 137241 TRUCK 11: 109 Pour Location: 3rd floor pour # 24, 2nd floor shear walls (1st 3 on SW end) and 4th flooe curbs Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Tine Agg. 411 Fine Agg. 112 Admix 111. RH 1000 Admix 112 Pozz. Admix 113 Admix 114 Cylinder Cylinder I.D. 11 Diameter 2768 2769 2770 2771 2772 2773 4" 4" 4" 4" 4" 4" Grout Cylinders Grout Prisms Mortar. Cubes TEST PROPERTIES & CONDITIONS SPECS 611 Weather overcast 30 Ambient Temp. 65 Concrete Temp. 68 1780 Time Batched 1:36 Time Placed 2 :20 1440 % Air. Content Slump (inches) 3 4 575 oz. /Truck Unit Weight (l.b /ft ) Yield Water Added (gals.) Specified Pc(psi) 4000 Cylinder Height Area 12.57 8•• 811 811 g" Remarks: Permit 11: 5911 12.57 12.57 12.57 12.57 12.57 0 Test Age Load Strength (Days) (Pounds) (PSI) 16 Hr. 18,000 1430 16 Hr. 17,000 1350 28 75,000 5970 16 Hr. 17,000 1350 7 59,000 4690 28 74,nnn 5970 Inspector= David Lyal Fracture Type Cone Cone Cone Cone Cone Cone 1 3 : 1 . II - : 1 , . • • • . . P.Q. Pox 300 • Mo:ml Vernon, WA 00273.0309 • (200) 424 -7500 40GQ Auburn V11ey Norll►, Sullo 5 • Auburn, WA nnUiO2 • t260i•000.7797 5 -30 -90 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: PROJECT: H CLIENT: Northwest Hospitality'Group FILE #: 90 CONTRACTOR: Northwest Hospitality Group SUPPLIER: Miles 1-1L3EMP F1114 81990 tor1��� F TUKVV.t A t. MIX I.D.: A .0 OF YARDS: 40 of 48 Pour Location: Pour # 35 B, 4th floor walls Sand & Gravel Company TICKET #: 1396n7 TRUCK 11: 013 and .deck Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Aga. #1 1780 Coarse Agg. #2 Fine Ara. 01 1440 Fine Agg. 112 Admix #1 RH 1000 650 oz. /truck Admix 112 Pozz 5 oz./cwt Admix #3 Admix 114 IIMIONIOND Ode 11116••• Cylinder' Cylinder Cylinder I.D. 0 Diameter ' Height 2987 4" 8u 2988 4" 2989 4" 8" 8" Remarks: Permit #: 5911 Grout Cylinders Grout Prisms. Area 12.57 12.57 12.57 Mortar Cube TEST PROPERTIES & CONDITIONS SPECS Weather rain Ambient Temp. 65 Concrete Temp. Time hatched Time Placed % Air Content Slump (inches) 4 Unit Weight (lb /Et3) Yield Water Added (Cale.) Specified f'c(psi) 4000 J3 1 ::35 0 Test Ago Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Hrn_ 27.000 2150 Cone 7 32.000, 2550 Cone 28 Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Oox 3011 • Mount Vernon, WA 00273.0309 • (200 424.7800 odes 4otit� ubumllliiiy N, •" Aiibuni; WA 0002 • t2 O6) dGO:lt07 DATE: 5 -30 -90 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT :• H CLIENT: Northwest Hospitality' Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 20 of 48 Pour Location: Pour 4/ 35 A 4th floor walls FILE 4/: 90'1,fiet P SUPPLIER: Miles Sand & Gravel Company TICKET #: 139588 TRUCK //: 149 and deck, 3rd floor curbs Type: X Concrete Cylinders Grout Cylinders Grout Prisms MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. #2 - -- Fine Ago. 1/1 .1440 Fine Agg. #2 Admix #1 RH 1000 650 oz. /.truck Admix #2 Pozz 5 oz. /cwt Admix #3 Admix #4 alIM MO OM Cylinder Cylinder I.D. # Diameter 2981 411 2982 2983 2984 2985 2986 4" 4" 4" 4" Cylinder Height 8u 8• 8" 8" 8" 8" Remarks: Permit #: 5911 Area 12.57 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Ai.r. Content Slump (inches) Unit Weight (lb /ft3) Yield Water Added (gals.) 0 Specified f'c(ps1) 4000 sunny 68 73 1:26 2:10 4 Mortar Cubes SPECS. Test Age Load Strength Fracture (Days) (Pounds). (PSI) Type 16 Hrs. 35.000 2780 Cone 7 28 16 Hrs. 7 28 43.000 3420 Cone 36,000 43.000 2860 3420 Cone Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Box 300 • Mount Vernon, WA 00271.0309 • (200) 424.7500 4060 iluiium Way Nniili, $ulie A ' :" itubtrrn; WA Atlu02 • ' j288) diitiMg7 DATE: CLIENT: CONTRACTOR: MIX I.D.: 41 OF YARDS: JJ � MATERIALS ;J TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 5 -9 -90 Northwest Hospitality Group Northwest Hospitality Group 65 yards Pour Location: Pour 421. 1st pour 3rd floor PROJECT: FILE #: 90001 - 08� SUPPLIER: Miles SAnd & Grava1 f!nmpeny TICKET 41: 136541 TRUCK 41: 182 Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Fine Agg. #1 Fine Agg. #2 Admix #1 Admix 412 Admix 413 Admix 414 RH 1000 Pozz. Cylinder Cylinder I.D. # Diameter 2699 _eL 2700 4" 2701 4" 611 30 1780 1440 725 oz. 5 oz. /cwt. Cylinder Height 8n 8" Remarks: Permit #: 5911 Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather sunny Ambient Temp. 75 Concrete Temp. 70 Time Batched 2:28 Time Placed 3:30 X Aix Content Slump (inches) 4 Unit Weight (lb /ft3) - -- Yield - -- Water Added (gals.) 0 Specified f'c(psi) 4000 Mortar Cubes SPECS Test Age Load Strength Fracture Area (Days) (Pounds) (PSI) Type 12.57 16 L:r 40,000 3160 Cone 12.57 7 42,000 3340 Cone 12.57 28 71,000 5650 Cone Inspector: David Lyal All rebar and mesh plan ad annnrd4ng to approved plane. P.O. 00x 300 • Mount Vomon. WA 00273.0308 • (200) 424-7500 4050 Aubuin Way`ffoiiii ;�uile'd "" Aubuin; WA QAOok `• "' 1k6G 4 0M07 MATERIALS TESTING & CONSULTIN iOI5e.U,-' I�' \23U14'7 81990 COMPRESSIVE STRENGTH TEST REPORT Gy1jF 1'u1CV�ii1 -A PROJECT: n 11: 9001 -133 SUPPLIER: Miles Sand & Gravel Company TICKET . #: 140263 TRUCK 11: 125 DATE: 6 -5 -90 . CLIENT: Northwest Hospitality' Group CONTRACTOR: Northwest Hospitality Group MIX I . D.: A . 11 OF YARDS: 60 of 66 Pour Location: Pour 11 39,, Last 4th floor walls &.decks, last 4th floor shear wall .Types X Concrete Cylinders MIX PROPORTIONS Cement (Type ' r ) Water Fly Ash Coarse Agg. #1 Coarse Aga. 112 Finn A. 1►1. Fine A66. 112 Admix 111 RH 1000 Admix 112 Pozz Admix #3 Admix 114 611. 30 1780 .1440 750 oz. truck 5 oz. /cwt Grout. Cylinders Grout Prisms• Cylinder' Cylinder Cylinder.' 1.D. # Diameter Height Aron 3080 3081 4ft 8u 4" 8" 3082 4" 8" Remarkss Permit #: 5911 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. 'Time Batched Time Placed Ai.r. Content sunny 70 70 2:24 3 :30 Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water. Added (Gals.) 0 Specified f'c(pai) 4000 Mortar Cubes SPECS Tent Age Load Strength Fracture •. (Days) (Pounds) (PSI) Type 16 Hr. 32.000 2550 Cone 7 28 Inspector: David Lyal All r$bar and mesh placed according to approved plans. P.O. Dox 300 • Mo::nl Vo:nont WA 00273.0300 • (200) 424-7000 40t;�)1ii�ii:r W y Noilfi, Julia k ' • ' 'Aiibui::, WA 96002 •" Z *86) UtY.tt07 DATE: CLIENT: CONTRACTOR: MIX I.A.: 1! OF YARDS: 6 -5 -90 • MATERIALS [(1[ I!fOV1Cgl TESTING & CONSULTING JUN - 8 1990 1 COMPRESSIVE STRENGTH TEST REPORT. PROJECT: Hamptrnn Northwest Hospitality' Group Northwest Hospitality Group A 30 of 66 FILE #: 9001- 132 SUPPLIER: Miles Sand & Gravel Company TICKET #: 140247 TRUCK 4: 139 Pour Location: Pour #'39, Last of 4th floor walls & decks Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. 41 Coarse Agg. 1!2 Find Agg. #1 .1440 Fine Agg. 412 Admix #1 RH 1000 650 oz. /truck Admix #2 Pozz 5 oz. /cwt Admix 113 Admix 414 IM /MOM 1780 Cylinder Cylinder I.D. X11 Diameter ;074 4" 3075 4" 3076 4" 3077 4" 3078 4" 3079 4" Cylinder Height 8u 8"11 8" 8" 8" 8" Remarks: Permit #: 5911 Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather sunny Ambient Temp. 70 Concrete Temp. 70 Time Hatched 1 :48 Time Placed 2:45 % Ai.r. Content Slump (inches) 3 4 Unit Weight (1b /ft ) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load Strength (Days) (Pounds) (PSI) Mortar Cube SPECS Fracture Type 16 Hr. 33,000 2620 Cone 7 28 16 Hr. 33,000 7 28 2620 Cone Inspector: David Lzal All rebar and mesh placed according to approved plans. P.O. 0►ox 300 • Mo m% Vornon, WA 0027a•oaon • (200 4247500 4060 Auiiurii Way Noiirr; Cilia lt'uburn; WA Pe onn • ' j206) dCb:fi'C7 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Re: Gentlemen: MATERIALS TESTING & CONSULTING June 5, 1990 Report #: CI LSU. JUN 8 1990 Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the jobsite for a sheduled pour and deck inspection for pour # 39. All steel was found to be in place per approved plan. This is the last scheduled tunnel pour. The following trucks were tested: ARRIVED 2:05 pin 2:10 2:27 2:50 2:58 3:20 DISCHARGED SUPER ADDED WATER ADDED 2 :10 350 ounces - -- parapet walls 2:25 550 2 :45 650 3:05 700 3 :25 750 3:30 750 Truck # 7 was not needed on this job and was not used. A set of test cylinders was obtained from the trucks arriving at 2:.27 pm and 3.:20 pm. If you have. any questions concerning this report, or if M.T.C. caw,be "o any: :further assistance, please call` us. at. (206)- 850 - 7797.: Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P.O. Box 308 • Mount Vernon, WA 98273.0309 • (208) 424.7560 4050 Aubum Way North, Suite 6 • Aubum, WA 98002 • (206) 850.7797 1 • at LS TESTING MATERIA & CONSULTING June 4, 1990 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Re : Gentlemen: Report #: Daily Inspection Repo Hampton Inn Permit #: 5911 Vs-V.V.,1V10 auN - 8 1990\ U� TtJ4tW�1_A t �R, /or.,ING Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the jobsite at 12:00 pm for a scheduled pour and deck and shearwall inspection for pour # 38. All steel was found to be in place per approved plan. The walls for pour # 39 were also inspected and found to be according to approved plans. The following trucks were tested: ARRIVED DISCHARGED 12:35 pm 12 :56 1:15 1:25 1:50 2:34 2:55 12:40 1:05 1:40 1:55 2:25 2 :45 3:10 SUPER ADDED WATER ADDED 500.2 ounces 650 700 700 780 750. 780 • A set of test cylinders was obtained from the.. trucks arriving at 1:15. pm and 2:55 pm. If you have any questions concerning this report, or if M.T.C. can be of any further assistance, .please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING er,, J. Frank Spears Materials Engineer Iil NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen:. Submitted herewith project. Inspector scheduled pour and was found to be in also inspected and trucks were tested: ARRIVED 2 :21 pm 2:40 3:05 3:16 3:30 3:43 4:05 MATERIALS TESTING & CONSULTING June 1, 19 Report Re: Daily Inspection Report Hampton Inn Permit #: 5911 0,11i7.181990 CITY OF ILJKW LA PLANNIN(• hrrPT. is. the MTC Daily Inspection Report of the referenced David Lyal arrived at the ,jobsite at 1:00 pm for a deck and shearwall inspection for pour # 37. All steel place per approved plan. The walls for pour # 38 were found to be according to approved plans. The following A set of test cylinders was obtained from the trucks arriving at 3:05 pin and 3:30 pm... If you have any questions concerning this report, or if.M.T.C. can be of any further assistance, please call us at (206) 850- 7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J . Frank Spears Mater. i a.1n Engineer. ►tson iYYA ,0099 DATE: 5 -31 -90 • MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT FILE 11: SUPPLIER: TICKET 11: TRUCK 11: CLIENT: Northwest Hospitality'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A . 11 OF YARDS: 60 of 66 EMIN11111 ampt4 nn 81990 0o1ClUii rUKWh A rwAr� Miles s an WIG DEPpT 139793 010 Pour Location: Pour #.36 13:- 4th floor walls & decks, 3rd floor curbs Type: X Concrete Cylinders rllx PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. 111 1780 Coarse Agg. 112 Fine Agg. 111 Fine Agg. 112 Admix 111 RH 1000 600 oz. /truck Admix 112 Pozz 5 oz. /cwt Admix 113 Admix 114 .1440 Cylinder' Cylinder I.D. 11 Diameter 2996 2997 2998 4,' 4" 4" Grout Cylinders Grout Prisms Cylinder Height Area 12.57 8u 8" 12.57 12.57 8u Remarks: Permit #: 5911 Mortar Cube TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 65 Concrete Temp. 68 Time lln tched 1:29 Time Placed 2:55 7. Air Content Slump (inches) 3 4 Unit Weight (1b/ft ) Yield d Water Added (gals.) 6 Specified f•c(psi) 4000 Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Hr. 37,000 2940 Cone 7 49,000 3900 Cone 28 Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. oox 300 • Mounl Vomm�, WA 00273.03011 • (7.011) 424.7600 .. '101WAubnm w:y NodF Elfin �clu wrn, WA 00002 • (O6) 054t07 07 DATE: CLIENT: Northwest Hospitality' Group CONTRACTOR: Northwest Hospitality Group MIX I.A.: A /1 OF YARDS: 40 of 66 ,iJ MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 5 -31 -90 NNW JUN -8 1990 PROJECT: Ha toi k)id)+'• #.11 1 /Vri.A FILE /I: SUPPLIER: Miles Sand & Gravel Company TICKET #: 139781 TRUCK #: 144 ri_AtJAPNI ; r , i'�'. 9001 = X23—' -- Pour Location: Pour # 36 A & B - 4th floor, 1st 3 of 4th floor shear walls Type: X Concrete.Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. #2 Fine Agg,. /11 .1440 Fine Agg. 1/2 Admix #1 RH 1000 700 oz. /truck Admix 02 Pozz 5 oz. /cwt Admix #3 Admix #4 WO MO MD • APO Cylinder Cylinder I.D. # Diameter 2990 2991 2992 2993 2994 2995 4" 4" 4" 4" 4" Cylinder Height 8u 8" 8" 811 8" 8" Remarkes Permit #: 5911 Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES & Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air. Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield 0 Water Added (gals.) 4000 Specifies! f'c(psi) Mortar Cubes CONDITIONS SPECS rain /overcast 65 68 12:53 1:50 'rest Age Load (Days) (Pounds) 16 Hr. 35,000 7 45,000 28 36,000 45,000 16 Hr. 7 28 Strength Fracture (PSI) Type 2780 Cone 3580 Cone 2860 Cone 3580 Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Dox 309 • Mount Vernon, WA 00273.0300 • (200) 424.7500 4050 Auiii:m Vlliy Nsiillb,1i:16 8 - •" V*A 09002 • .1 b) lihb t 97 DATE: CLIENT: CONTRACTOR: MIX I.D.: 11 OF YARDS: 50 of 61 5 -10 -90 � MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: FILE #: SUPPLIER: Miles SAnd TICKET #: 136771 TRUCK 11: 012 Northwest Hospitality Grn:1p Northwest Hospitality Group A Pour Location: Pour 11 22. 3rd floor walls & decks. ast R. Gravel (:nmpany 3 nd floor shear walls Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. 111 Coarse Agg. #2 Fine Agg. 111 Fine Agg. 112 Admix 111 Aclmni.x 112 Admix 113 Admix 114 RH 1000 Pozz. Cylinder Cylinder I.D. # Diameter 2751 4„ 2752 49 2753 4„ 611 30 1780 1440 Grout Cylinders Grout Prisms Cylinder Height Area 12.57 12.57 12.57 a•• Remarks: Permit 11: 5911 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. Concrete Temp. 65 Time Batched 2:18 Time Placed 3 :10 Air. Content - -- Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) 0 Specified Cc(psi) 4000 Test Ago Load Strength (Days) (Pounds) (rsI) 16 Hr. 36,000 2860 7 28 57,000 4530 77,000 6120 Fracture Type Cone Cone Cone Inaneetor: David L.yal All rebar and mash ptanad Anpnrding to approved piano. P.O. Box 300 • Mount Vornon1 WA 00273.0304 • (200) 424 -7600 4060 Autium WayNortli, Su(toL ` ;'' Xuli:iiii; WA 0niiti3 •" 7ibbj fi:78�Y�Q7 C� DATE: CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 30 of 61 5 -10 -90 .�, a MATERIALS A,UJ ti1 � TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: FILE 41: JUN -8 1990 II . of ILA •111 SUPPLIER: Mites SAnd TICKET 41: 136750 TRUCK 41: 183 . Gravpi (nmpany Pour Location: Pour # 22, 3rd floor walls & decks, Last 3 2nd floor shear walls Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Fine Agg. 411 Fine Agg. 412 Admix 411 Admix #2 Admix #3 Admix 414 RH 1000 Pozz. Cylinder Cylinder I.D. # Diameter 2745 2746 2747 2748 2749 2750 4" 4" 4" 4" 4" 611 30 1780 1440 Grout Cylinders Grout Prisms 780 oz /truck 5 oz. /cwt. Cylinder Height Ru 8" 8" 8n 8" Romarkse Permit #: 5911 Area 12.57 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air. Content Slump (inches) Unit Weight (1h /ft3) Yield - -- Water Added (gals.) 0 Specified f'c(psi.) 4000 overcast 70 65 1:31 2 :20 4 Test Age Load (Days) (Pounds) 16 Hr. 7 28 16 Hr. 7 28 30,500 51,000 74,000 Mortar Cubes SPECS Strength Fracture (PSI) Type 2430 4060 5890 Cone Cone Cone _Inspector: David Ural Cylinders 2745. 2746 4_2747 were damaged in stnraga (Hiring) nn All rebar and mesh plAnad "'circling to approved plans. giro...no brlaks will be reported. P.O. pox 309 • Mount Vomon, WA 00273.0300 • (200) 424.7500 4050 Autium Way`14 ,iii; suito'$ "� "` Auli::�ii; WA eniinz MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH 'TEST REPORT DATE: 6 -4 -90 CLIENT: Northwest Hospitality' Group CONTRACTOR: Northwest Hospitality Group MIX I . D.: A # OF YARDS: 70 of 70 COMPI [JUN - 6 1990 PROJECT: Ham i ton 1%n -. -, t,1 i t OF t :.d,AA FILE #: 900 128LaNhlW i)FPT• . SUPPLIER: Miles Sand & Gravel Company TICKET #: 140079 TRUCK 41: 124 Pour Locations Pour #'38, 4th floor walls & decks. 3rd floor curbs Types X Concrete Cylinders MIX PROPORTIONS Cement (Type I) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. #2 Fine AGG. 111 .1440 Fine Agg. #2 Admix 411 RH 1000 780 oz /truck Admix #2 Pozz 5 oz. /cwt Admix #3 Admix #4 MO One WO Cylinder' Cylinder Cylinder'' I.D. # Diameter Height 3066 ' 4o 8u 3067 4" 8" 3068 4" 8" Remarkes Permit #s 5911 Grout Cylinders Grout Prisms Area .12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time hatched Time Placed 7. Ai.r. Content Slump (inches) 3 4 Unit Weisht (lb /ft ) Yield Water Added (Gals.) Specified f'c(psi) cloudy 66 73 2 :12 3:10 0 4Q00 Mortar Cubes SPECS Test Aso Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Hr. 30.000 719n Cone 7 28 Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Oox 300 • Mount Vornon , WA 00273.0:1W8 • (7.10) 4247500 4056V um Way iloi, • • Auburn, WA 06002 • 14.66) d60:fy07 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: Ham VILE #: 9001- 127 DATE: 6 -4 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 30 of 70 Pour.LCcation: Pour # 38, 4th floor walls & decks, 4th floor elevator shear walls ton lidlafan01 JUN "6 1990i nL OF 71UIcWiI.A SUPPLIER: Miles Sand & Gravel Company TICKET #: 140065 TRUCK #: 130 Type: X Concrete.Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Fine Agg.. #1 Fine Agg. #2 Admix #1 RH 1000 Admix #2 Pozz Admix 03 Admix #4 611 30 IIIND MD ND 1780 .1440 700 oz. /truck 5 oz. cwt Cylinder' Cylinder Cylinder I.D. # Diameter. • Height 3060 3061 3062 3063 3064 3065 40 8u 4". • 8• 4" 8" 4" 4" 8" 4• 81, 8" Remarks: Permit 41: 5911 Grout Cylinders Grout Prisms Aron 12.57 12.57 12.57 12.57 12.57 12.57 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS. Weather §un /rain Ambient Temp. 68 Concrete Temp. 72 Time Batched 12:37 Time Placed 1:40 Air Content Slump (inches) Unit Weight (lb /ft3) Yield Water Added (gals.) 0 Specified Pc(psi) 4000 4 Test Ago Load Strength (Days) (Pounds), (PSI) it Hr._ 42,000 3340 7 28 16 Hr. 7 28 37.000 Fracture Type Cone Cone Inspector: David Lyal PI1 rebar and mesh placed according to approved plans. P.O. Cox 309 • Mown Vornon, WA 00273.0100 • (200) 424.7500 4oso ivauni Wiy Neiiii, Sidin WA ntl002 •" YiO) dilb.t 07 DATE: CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 5 -29 -90 �J J MATERIALS TESTING & U'RI� l� C�'�� � �1�) CONSULTING . 0. . COMPRESSIVE STRENGTH TEST REPORT JUN 6 1990 PROJECT: Ha ptotil'TT: # OF YARDS : 40 of 56 FILE #: 90'1 ="2i ronive 1, r•L7't' SUPPLIER: Miles Sand & Gravel Company TICKET #: 139386 TRUCK 41: 134 Pour Location: Pour 41.34, 4th floor walls & decks, 3rd floor N. stairwell wall Type: X Concrete.Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. 412 - -- Fine A. 411 .1440 Fine Agg. 412 Admix #1 RH 1000 500 oz./truck Admix 412 Pozz 5 oz. /cwt Admix 413 Admix 414 MO OM MN Cylinder ' Cylinder I.D. # Diameter 2964 4" 2965 2966 2967 2968 2969 4 ". 4" 4" 4" 4" Grout Cylinders Grout Prisms Cylinder Height Area 8" 12.57 8" 12.57 8" 12.57 12.57 12.57 8" 12.57 8" 8" Remarks: Permit 411 5911 TEST PROPERTIES & CONDITIONS Weather overcast windy Ambient Temp. 67 Concrete Temp. 70 Time Batched 1:44 Time Placed 2:35 Ai,r. Content Slump (inches) 3 5 Unit Weight (lb /ft ) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Mortar Cube: SPECS Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Hrs. 30,000 2390 Cone 7 28 35,000 2780 Cone 16 Hrs. 32,000 7 28 35,000 2550 2780 Cone Cone Inspector: David Lyal All rebar and mesh laced accordin: to a roved •lens P.O. Qox 300 • Mo:inl Vornon, WA 0027: -0309 • (700) 424.7500 4050 Atibum Way Nail; gu Itn •" 'Auburn; WA 00002 e l 0*) ti6b•if07 C r at 4 TTIlitS 4 T CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: FILE 11: 90001- 083 SUPPLIER: Miles SAnd b GravP1 Company DATE: 5 -8 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 30 of 43 Pour Location: Pour # 20 & 3rd floor curbs. . : 11 . OS • G3C - 9)..1WM1 :11 JUN -s 1990 (.; fl' OF rNApvn ,c ,r TICKET 11: 136335 TRUCK 11: 142 2nd floor walls & decks 2nd floor elevator s w Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) 611 Water 30 Fly Ash Coarse Agg. 111 Coarse Agg. 112 Fine Agg. 111 Fine Agg. 112 Admix 111 RH 1000 Admix #2 Pozz. Admix 113 Admix #4 1780 1440 90 oz. 5 oz. /cwt Grout Cylinders Grout Prisms Cylinder Cylinder Cylinder I.D. # Diameter Height Area 2687 4" A" 12.57 2688 2689 2690 2691 2692 4" 8" 12.57 - 4" 8" 12.57 - 4" 8" 12.57 4" 8" 12.57 4" 8" 12.57 Remarks: Permit #: 5911 TEST PROPERTIES & CONDITIONS Weather sunny Ambient Temp. 75 Concrete 'Temp. 67 Time Batched 1:24 Time Placed 2:35 % Air Content Slump (inches) 3 3 Unit Weight (1b /ft ) - -- Yield - -- Water Added (gals.) 0 Specified f'c(psi) 4000 Mortar Cubes SPECS Test Age Load ' Strength Fracture (Days) (Pounds) (PSI) Type 16 urc. 40,000 3180 Cone 7 45,500 3620 Cone 2R 59,000 4690 Cone 16 Hrs, 39,08( 11g0 Cone 7 43.000 347( Cnno 28 62,000 4930 Cone :9: Inspector: David T,ya1 :. II • . , . • P.O. Cox 300 • Mount Vernon, WA 00273.0309 • (200) 424.7600 4050 Auburn Wiy I�ioilii, Sulte 6 Auburn, WA 00002 ' 1260j•A50.7797 f MATERIALS � TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -7 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 41 OF YARDS: 50 of 58 PROJECT: FILE 41: 90001-W32 SUPPLIER: Miles SAnd & (;ravel enmpany TICKET 41: 136170 TRUCK #: 013 • . 111. 01486N50 (JUN - 61990 CITY OF 7'Uk T nrPT. Pour Location: Pour #19, 2nd Floor walls & decks & SW Stairwell # #1 walls Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. 412 Fine Agg. 411 1440 Fine Agg. 412 Admix #1 RH 1000 6 Admix 412 Pozz. 5 oz. /cwt Admix 413 Admix 414 Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air. Content Slump (inches) 3 4 Unit Weight (7.b /ft ) --- Yield cloudy 74 65 2:09 2:50 Water Added (gals.) 0 Specified Pc(psi) 4000 Cylinder Cylinder Cylinder Test Age Load Strength I.D. # Diameter Height Area (Days) (Pounds) (PSI) 2684 -__e___- a" 12.57 24 Hr. 36,Onn 9R6n 2685 4'I E 12.S7 7 42,000 3340 2686 4t1 8" 12.57 28 64,000 5090 Remarks: Permit #: 5911 Mortar Cubes SPECS Fracture Type rCone -&She a Cone Cone Inspector: 1)avi Ly 1 All rebar and mesh plarpd arnnrding to approved piano. P.O. Box 309 • Mounl Varnon! WA 00273.0309 • (100) 424.7500 4050 Aubum Wey oilli, Sulto 5 + Auburn, WA 00002 • 1200) 0$04797 DATE: 5 -7 -90 CLIENT: CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 30 of 58 f ��A MATERIALS ,5 TESTING & CONSULTIN COMPRESSIVE STRENGTH TEST REPOR PROJECT: FILE #: Northwest Hospitality Group P8104401 JUN ~ 6 1990 SUPPLIER: Miles SAnd & Gravp1 TICKET #: 136165 TRUCK #: 012 Company Pour Location: Pour #19, 2nd Floor walls & decks & SW Stairwell #1 walls Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 RH 1000 6 Admix #2 Pozz. Admix #3 Admix #4 611 30 1780 1440 5 oz. /cwt Cylinder Cylinder Cylinder I.D. # Diameter 2678 4.► 4" 4" 2679 2680 2681 2682 2683 4" 4" 4" Grout Cylinders Height Area 12.57 8" 12.57 8" 12.57 g"" g"• Remarks: Permit #: 5911 12.57 12.57 12.57 TEST PROPERTIES Weather Ambient Temp. Concrete Temp. Time Batched Time Placed % Air Content Slump (inches) Unit Weight (1b /£t3) Yield Water Added (gals.) Specified f'c(psi) Grout Prisms & CONDITIONS drizzle 67 65 1:15 2:10 4 0 4000 Mortar. Cube: SPECS Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 24 Hr. 37,000 2940 Columnar 7 28 24 Hr. 7 28 56.000 4460 Cnnp 82,000 6520 Cone 39.000 3100 Cnlmmnar 45,000 15Rn Cone 71,000 5650 Cone Inspector: David Lyal All rebar and mesh p1 shad arr,nrding to approved plans. P.O. Box 309 • Moon, Vernon, WA 90273.0309 • (200) 424 -7600 4060 Aubum Way �lorl�i, Sulto 5 • Auburn, WA 00002 0V0707 DATE: 6 -1 -90 CLIENT: Northwest CONTRACTOR: Northwest MIx I.D.: A 1/ OP YARDS: 50 of 67 MATERIALS TESTING & CONSULTIN COMPRESSIVE STRENGTH TEST REPOR PROJECT FILE #: Hospitality' Group Hospitality Group Pour Location: Pour G I L C� /j\VIC rJ JUN -.6 1990 fardphiono np, :. 9oo_14 h' :..: : r SUPPLIER: Miles Sand & Gravel Company TICKET .1/: 139897 TRUCK //: 017 # 37, 4th floor walls & decks, 4th floor shear walls Type: X Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type I• ) Water Ply Ash Coarse Age. 01 Coarse Agg. #2 Pine Agg. #1 C &no Agg. #2 Admix #1 nil 1000 Admix #2 Pozz Admix #3 Admix #4 Cylinder ' Cylinder I.D. # Diameter 3033 411 3034 3035 4" 4" 611. 30 1780 .1440 5 oz. /cwt Cylinder' Height 8u 8" .8"" Remarks' Permit 1/: 5911 Area 12.57 12.57 12.57 TEST PROPERTIES Weather Ambient Temp. Concrete Temp. Time !latched Time Placed 7. Air. Content Grout Prisms. & CONDITIONS overcast 65 65 3:00 3:40 4 Slump (inches) Unit: Weight (lb /ft3) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Tent Age Load (Days) (Pounds) 60 Hr. 36,000 7 28 Mortar Cubei SPECS Strength Fracture (PSI) Type 2860 Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. nor 300 • MOUn1 Vernon, WA 00273.0309 • (200) 424.7500 A : x :r: :.: :: W:..1.1.., .i1'. 1iLiiw k i' ' WA ntihn2 . 1' A6i d11A.fto7 DATE: CLIENT: CONTRACTOR: MIX I.D.: 11 OF YARDS: 6 -1 -90 MATERIALS TESTING & .CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: HaWpt.9n, Inn Northwest Hospitality' Group Northwest Hospitality Group A 30 of 67 Pour . L'ocation: Pour '41 37 4th floor 1 JUN - 6 1990 I FILE Ws 9001- 125 SUPPLIER: Miles Sand & Gravel Company TICKET 41: 139892 TRUCK I1: 011 walls & decks 3rd floor u Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Pine Agg..11 Pine Agg. 412 Admix 111 RH 1000 Admix 412 Pozz Admix 413 Admix 414 Cylinder' Cylinder I.D. 41 Diameter ,3027 411 "028 4" 3029 3030 3031 3032 4" 4" 4" 4" 611 30 1780 .1440 5 oz. cwt Cylinder Height 8u 8" 8" 8" 8" Remarks: Permit 41: 5911 Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 63 Concrete Temp. 2:35 Time Batched 3:45 Time Placed Ai.r. Content Slump (inches) 3 5 Unit Weight (lb /ft ) Yi.e1cl Water Added (gals.) Specified f'c(psi) 4000 Test Age Area (Days) 12.57 60 hr. Load Strength (Pounds). (PSI) ic,nnn W7an 12.57 12.57 28 12.57 60 Hr. 35,000 2780 12.57 7 12.57 28 Fracture Type Cone Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. box 300 • Mount Vernon, WA 00273.0309 • (200) 424.7800 405 Auiium Wiy Nciilii, 8uiie I " ' d'ubuni; WA P0002 • "' 23601 d86.? to? r., 4: . ( T . M TESTING & !,1 }; ill CONSULTING -4 1990 ) COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -3 -90 CLIENT: CONTRACTOR: MIX I.D.: A # OF YARDS: 30 of 57 Northwest Hospitality Group Northwest Hospitality Group Pour Location: pour k 17, 2nd flnnr wa11g PROJECT: FILE #: 90001- 075 SUPPLIER: Mi 1 ps SAnd Cravp1 [:nmpany TICKET 0: 135873 TRUCK #: 014 and darks Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 Admix #2 Admix #3 Admix #4 Cylinder I.D. # 2621 2611 2623 2624 2625 2626 RH 1000 Pozz. Cylinder Diameter Ott 4" 4" 4" 4" 4" 611 30 1780 1440 6 5 oz. /cwt Grout Cylinders Groul Prisms Cylinder Height Area 12.57 12.57 12.57 12.57 12.57 12.57 RII 8" 8,, 8t• 8tt 8tt Remarks: Permit #: 5911 TEST PROPEI.RTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time !latched '1'inie Placed 7. Air Content Slump (inches) 5 Unit Weight (1b /ft3) -_- Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Rtintly 70 70 1:21 2 :10 Test Age Load Strength (Days) (Pounds) (PSI) 16 Bra. 7 28 16 Hrs. 7 28 la,5nn 2740 53.000 4299 75,910 5970 29,000 2310 3580 5090 A5,000 64,000 lnspector: David r.yal Mortar. Cubes SPECS Fracture Type Cone Cone en:3e Cone Cone Cone All rebar and mash p1ar'Pd ar•r•nrMing to approvod plans. A.O. Box 309 • Moor'. Vornon, WA 00273.0309 • (2001424 -7500 4050 Aubum Way North, Sulk) 6 • Auburn, WA 00002 • 1200) 050:7797 •\ 1!• TESTING & CONSULTIN'p COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -24 -90 CLIENT: Northwest Hospitality' Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A . 11 OF YARDS: Pour Location: 60 of 64 •. • • PROJECT: Hamptbri "`Irin` "` FILE 11: 9001-.114 SUPPLIER: Miles Sand & Gravel Company TICKET I/:not available- TRUCK 11: 108 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. 1E1 Coarse Agg. 02 Pine Agg. 01 Fine Agg. 1/2 Admix 1f1 RH 1000 Admix 02 Pozz Admix 03 Admix 114 Cylinder Cylinder I.D. 47 Diameter 2925 2926 2927 4u 4" 4" 1780 MO. ma OEM .1440 5 oz. /cwt Cyl index Height 8u 8" 8u Grout Cylinders Area 12.57 12.57 12.57 TEST PROPERTIES Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air. Content Slump (inches) Unit Weight (lb /ft3) Yield Water. Added (gals.) Specified f'c(psi) Grout Prisms. & CONDITIONS sunny ._fit8 65 4 :04 Teat Age (Days) lF, ;ID 7 28 A!hn G n Gann Mortar Cube SPECS Load Strength Fracture (Pounds) (PSI) Type 39.000 Ramarkse Permit Os 5911 * Computer failure at Batch Plant caused incomplete tickets All rebar and mesh placed according to approved plans. 2390 Cone 3100 Cone Inspector: navid iyal P.O. pox 304 • MHO Vernon, WA 00273.0309 • (200) 424.7000 406 Au�iuns Vliiy No irr; Buiin " ." .ubuni; WA 061102 • " 106) d66 =ir07 DATE: CLIENT: CONTRACTOR: MIX I.D.: 11 Of YARDS: MATERIALS TESTING & CONSULTING JUN -9: 1990 •fiG DEPT. COMPRESSIVE STRENGTH TEST REPORT 5 -24 -90 Northwest Hospitality' Group Northwest Hospitality Group A 30 of 64 Pour Location: •• PROJECT: Hampton Inn FILE 11: 9001- > > SUPPLIER: Miles Sand & Gravel Company TICKET #: lwRAno TRUCK 11: 126 •• Type: X Concrete Cylinders NIX PROPORTIONS Cement (Type I ) 611 Water. 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. 112 - -- Fine Agg..111 1440 Fine Agg. #2 Admix #1 RH 1000 lso 7. /truck Admix #2 Pozz 5 oz. /cwt Admix #3 Admix #4 Grout Cylinders Cylinder Cylinder I.D. # Diameter 291.0 -- 2920 2921 2922 2923 2924 4n 4" 4" 4" 4" 4" Cylinder Height Area 8u 12.57 12.57 8" 12.57 12.57 8" 12.57 8" 12.57 811 8• femnrka, Permit #: 5911 TEST PROPERTIES Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Ai.r. Content Grout Prisms & CONDITIONS sunny 68 63 2:44 3:25 Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water Water Added (gals.) Specified f'c(psi) 4000 0 'zest Ago Load (Days) (Pounds). 16 Hr. 33,nnn . 9fi9n 7 37,nnn Mortar Cubes SPECS Strength Fracture (PSI) (-Type Shear 28 2 0 16 Hr. 39,000 3100 Cone 7 47,000 3740 Cone 28 Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Dos 300 • Mo111:1 Varnen, WA 00273.0700 • (200) 421.7600 nodii 1luiiuin Way Noiifi, $i:lin B .:".A'ubuin; WA 00002 • • " 106) 6ti0•# ai NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: MATERIALS r mi,flu'iorgvao TESTING & JUG! - 4, 1990 CONSULTING May 30 1990 Report 1. #.»...,..9.0-.0.0.L -.1_L 9 Re: Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily. Inspection Report of the referenced project. Inspector David Lya1 arrived at the ,jobsite at 1:00 pm for a scheduled pour and deck and inspection (2 tunnels on the South wall and 1 tunnel on the East wall) for pour # 35. All steel was found to be in place per approved plan. The walls for pour # 36 A and B were also inspected and found to be according to approved plans. The following trucks were tested: ARRIVED 1 :19 pm 2:05 2:10 2:20 2:50 A set of test and. 2:20 pm. concrete. DISCHARGED SUPER ADDED WATER ADDED: 1 :35 2:10 2:25 2:35 3:15 600 ounces 650 650 650 450 cylinders was obtained from the trucks arriving at 2:05 pin The truck arriving at 2:50 pm contained only 8 yards of •If you have any questions concerning this report, or if:M,T.C. can be of any further assistance, please call us at (206) 850-7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P.O. Box 309 • Mount Vurnon, WA 90273 -0309 • (206) 424.7660 4060 Auburn Way North, Suito 6 • Auburn, WA 00002 • (206) 8604797 DATE: 5 -30 -90 TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT CLIENT: Northwest Hospitality'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OP YARDS: 40 of 48 Pour Location: Pour # 35 B, 4th floor walls ; ; t.": l_' t' � JUN - � 1990 PROJECT: FILE 11: 9001- 121 SUPPLIER: Miles Sand & Gravel Company TICKET #: 119607 TRUCK O: 01.3 and deck Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. 111 1780 Coarse Agg. 112 Finn Agg. 01 .1440 Fine Agg. 112 Admix 111 RH 1000 650 oz. /truck Admix #2 Pozz 5 oz. /cwt Admix #3 Admix #4 Cylinder' Cylinder Cylinder I.D. # Diameter • Height 2987 4u 8° 2988 4" 2989 • 4" 8" 811 Remarks: Permit #: 5911 Grout Cylinders Grout Prisms. Area 12.57 12.57 12.57 Mortar Cube TEST PROPERTIES & CONDITIONS SPECS Weather rain Ambient Temp. 65 Concrete Temp. Time Batched Time Placed 7. Air Content Slump (inches) Unit Weight (lb /Et3) Yield Water Added (gals.) Specified f•c(psi) 4000 1:48 2:35 4 Test Age Load (Days) (Pounds), Strength Fracture (PSI) Type 16 lira, 27.000 2150 7 28 Cone Inspector: David Lyal All r bar and mesh Dlaced according to approved plans. P.O.Oox 300 • Mount Vernon, WA 00273.030!) • (200) 421.7600 4051AiibuniWiiyyii.,ifi; Mil I " Aubu i; WA 06002 • jf68i d86.ftO7 DATE: 5 -30 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: �u MATERIALS TESTING & CONSULTING JUN 4 1990 COMPRESSIVE STRENGTH TEST nEPOnT PROJECT: Hampton-Inn'- - :. 20 of 48 FILE #: 9001- 120 SUPPLIER: Miles Sand & Gravel Company TICKET #: 139588 TRUCK /1: 149 Pour Locations Pour 135 A 4th floor walls and deck, 3rd floor curbs Type: X Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. 41 Coarse Agg. #2 rine Agg. Ill. Fine Agg. #2 Admix #1 RH 1000 650 oz. /.truck Admix 412 Pozz 5 oz. /cwt Admix #3 Admix 414 1780 .1440 Cylinder' . Cylinder I.D. # Diameter. 2981 4" ' 2982 2983 2984 2985 2986 4 4" 4" 4" 4" Cylinder Height 8u 8" 8" 8" 8" 8" Remarks: Permit 41: 5911 Aran 12.57 12.57 12.57 12.57 12.57 12.57 Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS. Weather sunny Ambient Temp. 68 Concrete Temp. 73 Time Batched 1:16 Time Placed 2:10 Ai.r. Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water. Added (gals.) 0 Specified f'c(psi) 4000 Test Age Toad Strength (Days) (Pounds)• (PSI) 16 Hrs. 35.000 2780 7 28 16 Hrs. 36,000 2860 7 28 Fracture • Type Cone Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Oox 300 • Mosinl Vernon, WA 08273.0309 • (200) 424.7500 40501►u�ifum l�iiy Nouns, uIln b ' • M'iibuni; WA Pd002 • " 1 OB) dib4 of t. C MATERIALS TESTING & , CONSUL.TINGi '• ''..:. I_:II �,..�. • COMPRESSIVE STRENGTH TEST REPORT J - 4 1990 DATE: 5 -3 -90 PROJECT: Ha pt„ Trin ^' CLIENT: Northwest Hospitality Group FILE #: 90001.• -. 076 - -' -.`. ----- ............ J CONTRACTOR: Northwest Hospitality Group SUPPLIER: MIX I.D.: A TICKET #: 135884 # OF YARDS: 50 of 57 TRUCK #: 144 Miles SAnd & (ravel (:nmpsny Pour Location: Pour # 17, 2nd floor walls and decks Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type _ Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. 411 Fine Agg. 412 Admix 411 RH 1000 Admix #2 Pozz. Admix #3 Admix #4 Cylinder I.D. # 2627 2628 2629 Cylinder Diameter 4" 611 30 1780 1440 Grout Cylinders Grout Prisms Cylinder Height Area Remarks: Permit #: 5911 12.57 12.57 12.57 Mortar. Cubes TEST PROPERTIES & CONDITIONS SPECS Weather sunny Ambient Temp. 70 Concrete 'temp. 70 Time Batched 1:57 Time Placed 2:40 Air. Content Slump (inches) 3 5 Unit Weight (l.b /ft ) Yield Water Added (gals.) Specified f'c(psi.) 4000 0 Test Age Load (Days) (Pounds) Strength Fracture (PSI) Type 16 Hrs. 33,000 2630 7 48,000 3820 71.000 5650 28 Cone Cone Cone Inspector: David .yal ' . : : , • II . : , , . . . P.O. flox 300 • Mounl Vornon! WA 00273.0300? • (200) 424 -71100 4000 Auburn Wny Ninth, Siillo 6 - • Auburn, WA 00002 .•-.1200) 050.7707 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: MATERIALS NI���I1;CIU G JUN ' 4 1990 TESTING & CONSULTING I , �' c't i',11:A /iLA DEPT. May 30 ; 19 -9 U- --- -- Report #: 90001 -122 Re: Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the ,jobsite at 12:15 pm to inspect 4th floor shear walls and carport footings, which were both found to be placed according to plans. Truck # 2 was not pea gravel and was used in the carport footings. The following trucks were tested: ARRIVED 12:25 pin 1:10 1:36 1:50 2:15 2:00 DISCHARGED SUPER ADDED WATER ADDED 12:45 600 ounces 1:35 650 1:50 700 2:10 • 650 2:45 • 150 `2.:55 • 600 • The last. two trucks were used otit, of the order ':of arrival.: The, . truck arriving at 2:15 contained only ' 6 yards of material The walls for Pour # 37 -mere were inspected and found :to be according to Plans. A set of test cylinders was obtained from the truck arriving at 1:36 pm. If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears -A0----Liaket,--44 Materials Engineer P.O, Box 309 • Mount Vurnon, WA 90273-0309 • (206) 424.7660 4060 Auburn Way North, Sulto 6 • Auburn, WA 90002 • (206) 850.7797 DATE: CLIENT: CONTRACTOR: MIX I.D.: 11 OF YARDS: MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 1 {[;:Or! ti;l;ti JUN -41990 5 -4 -90 PROJECT: famptrw "Inn Northwest Hospitality Group Northwest Hospitality Group A 30 of 63 Pour Location: Pour 4118, 2nd Floor walls FILE 11: 90001- 077 SUPPLIER: Miles SAnd & TICKET 41:136014 TRUCK #:130 & decks Gravel (:nmpany Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. 111 Coarse Agg. 112 Fine Agg. 111 Fine Agg. 112 Admix 111. RH 1000 Admix 112 Pozz. Admix 113 Admix 114 Cylinder I.D. # 2641 2642 2643 2644 2645 2646 Cylinder Diameter Gfl 4" 4" 4" 4" 4" 611 30 1780 1440 8 gals. 5 oz /cwt Grout Cylinders Grout Prisms Cylinder Height Area R" 12.57 an 8"" 8" 8" 8" Remarks: Permit 11: 5911 12.57 12.57 12.57 12.57 12.57 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather sunny Ambient Temp. 75 Concrete Temp. 70 Time hatched 12:43 Time Placed 2:00 Air. Content Slump (inches) 3 5 Unit: Weight (].h /ft ) Yield Water Added (gels.) 0 Specified f'0(psi) 4000 Test Age Load (Days) (Pounds) Strength Fracture (PSI) Type 24 Hr. 37,000 2940 Cone 7 52,000 4140 Cone 28 76.000 6050 24 Hr. 36,000 2860 7 47,500 3780 28 73,000 5810 Inspector: David Lyal Cone Cone Cone Cone • i ; 1 . It - 1 . . • . • P.O. pox 300 • Mounl Vernon, WA x9273.0309 • (200) 424.7500 4050 Auburn Way Nardi, Sullo 5 • Auburn, WA 001002 1200) 060.7707 DATE: 5 -25 -90 CLIENT: Northwest Hospitality 'Group iJ MATERIALS Ll (iMIc'� �' "1 I�I�`1 TESTING & __.._. CONSULTING JUN - 4 1990 COMPRESSIVE STRENGTH TEST REPORT . CITY 0 PROJECT: Hampton.- �t�ii� FILE #: 9001- 116 CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 41 Or YARDS: 30 of 42 SUPPLIER: Miles Sand & Gravel Company TICKET #: 139110 TRUCK 11: 134 Pour Location: Pour #•33, 4th Floor walls & decks Type: X Concrete Cylinders . MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. 412 Pine Agg.. #1 .1440 Fine Agg. #2 Admix #1 RH 1000 600 oz. /.truck Admix #2 Pozz 5 oz. /cwt Admix 413 Admix 414 MO GIN Cylinder Cylinder I.D. # Diameter 2934 4"" 2935 4" 2936 2937 2938 2939 4" 4" 4" 4" Cylinder Height 8u 8" 8" fr" 8.. 8" Remarks, Permit 41: 5911 Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air. Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) 0 Specified f'c(psi) 4Q00 cloudy 63 65 12:20 1:10 Mortar Cube SPECS • Test Age Load Strength Fracture Area (Days) (Pounds). (PSI) Type 12.57 60 Hr. 45,000 3580 Cone 12.57 7 62,000 4930 Cone 12.57 28 Cone Cone 12.57 60 Hr. 44,000 3500 12.57 7 58,000 4610 12.57 28 Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Dox 300 • Mount Vorngn, WA 00273.0309 • (200) 424.7500 4050 Auiium Wily N�ilii, #idle I - •� Auburn, WA 001102 • (300) 4C tt07 C MATERIALS 1'',��_' << /r'J/ NO) O IG) TESTING 8C JUN - 4 19 CONSULTING 1 90 COMPRESSIVE STRENGTH TEST REPORT ' DATE: 5 -31 -90 PROJECT: Hampton Inn CLIENT: Northwest Hospitality' Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 1) OF YARDS: 40 of 66 FILE 11: 9001- 123 SUPPLIER: Miles Sand & Gravel Company TICKET 11: 139781 TRUCK /1: 144 Pour Location: Pour 11'36 A & B - 4th floor, 1st 3 of 4th floor shear walls Types X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. 111 1780 Coarse Agg. 02 - -- Pine Agg. 111 .1440 Fine Agg. 112 Admix #1 RH 1000 700 oz./truck Admix 112 Pozz 5 oz. cwt Admix 113 Admix #4 Cylinder' Cylinder Cylinder I.D. 11 Diameter height 2990 4n 2991 4" 4" 2992 2993 2994 2995 4" 4• 4" 8u 8" 8" 8" 8" 8" Remarkes Permit #: 5911 Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 12.57 12.57 12.57 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS, Weather rain /overcast Ambient Temp. 65 Concrete Temp. 68 Time Batched 12 :53 Time Placed 1:50 7. Ai,r. Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield 0 Water Added (gals.) 4000 Specified f'c(psi) Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Hr. 35,000 2780 Cone 7 28 16 Hr. 36,000 7 28 2860 Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O.Oox 300 • Mou11 Vamon, WA 00273.0309 • (200) 124.7000 4050 Aubi:m Way Ncitlli, idle 8 •.. Aubuimi, *A 08002 • • 1 06) dbii.ti07 DATE: CLIENT: CONTRACTOR: MIX T.D.: .# OF YARDS: 5 -31 -90 MATERIALS TESTING & F?/;''H,n::11\'-'11;.,;lil —I CONSULTING STRENGTH TEST T'EST REPORT COMPRESSIVE STR PROJECT: H: pto�ttR Inn; ,. FILE #: 9oo1 -.- W.a�`"-_�....:`..`..' . r SUPPLIER: Miles Sand & Gravel Company Northwest Hospitality'Group Northwest Hospitality Group A 60 of 66 Pour Location: Pour #.36 B - 4th floor walls [JUN r:±4 1990_) TICKET #: 139793 TRUCK / {: 010 & decks, 3rd floor curbs Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse AGa. #2 Pine Agg. 111 1440 Fine Agg. #2 Admix #1 RH 1000 600 oz. /truck Admix #2 Pozz 5 oz. /cwt Admix #3 Admix /K4 Cylinder' Cylinder I.A. # Diameter 2996 411 . 2997 2998 4" 4" Cylinder Height Su 8" 8"• femarkn. Permit #: 5911 Grout Cylinders Grout Prisms. Area 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. 65 Concrete Temp. 68 'Time Batched 1:29 Time Placed 2:55 7. Air Content Slump (inches) Unit Weight (lb /ft3) Yield Water Added (gals.) 6 Specified f'c(psi) 4000 overcast 4 Teat Aga Load (Days) (Pounds) 16 Hr. 37,000 7 28 Mortar Cube SPECS Strength Fracture (PSI) Type 2940 Cone inspector: David Lyal All rebar and mesh placed according to approved plans. P.O.Oox 300 • Mount Vomon, WA 00273.0309 • (700 424.7600 �og��►uhumWsy N�iii'i, $ufto " • Mthuili; WA nboo2 • tibd) ddb fto? MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -4 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 50 of 63 Pour. Location: Pour # PROJECT: JUN ' 4 1990 • l FILE #: 90001 - 07R.. SUPPLIER: TICKET #: TRUCK 11: 18, 2nd floor walls & decks Miles SAnrl & (:ravel nnmpany 136030 124 Type: X• Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix 411 RH 1000 Admix 412 Pozz. Admix #3 Admix #4 Cylinder. Cylinder I.D. # Diameter 2647 A" 2648 2649 2650 2651 4" 4" 4" 4" 611 30 1780 1440 Grout Cylinders Grout Prisms Cylinder Height Area 12.57 R" 8" 8" 8" g" Remarks: Permit ,11: 5911 12.57 12.57 12.57 12.57 Mortar. Cubes TEST PROPERTIES & CONDITIONS SPECS Weather sunny Ambient Temp. 75 Concrete Temp. 75 Time Batched 1:50 Time Placed 2:35 Air Content - -- Slump (inches) 3 5 Unit Weight (].b /ft ) Yield Water. Added (gals.) Specified Pc(psi) 4000 0 Tes t Age Load (Days) (Pounds) 24 Hr. 7 28 7 7 38.250 46,500 78,000 6700 49.000 3900 47.000 3740 Strength (PSI) 3040 3700 Inspector: David Lyal Fracture Type Cone Cone Cone rune Cone All iebar and mesh planed ant+nrding to approved plans. P.O, pox 300 • Mount Vornon, WA 00273.0300 • (200) 424.7500 405011utium Wiiy`fdort "ii, "Saito 5 Auburn, WA 0662 ...•_...( 00) 060.7707 DATE: 5 -23 -90 LJ�J J MATERIALS ' �,�;�i�-1)\��l17lel TESTING CONSULTING JUT1 —11990 COMPRESSIVE STRENGTH TEST REPORT {+ r PROJECT: Hampton _Inn ._. .....,... CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.A.: A # OF YARDS: 72 of 72 FILE 11: 9001 -110 SUPPLIER: Miles Sand & Gravel Company TICKET 11: 138748 TRUCK 11: 013 Pour Location: Pour dk 11, First apt Gth Finny Tunnels Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. 111 Coarse Agg. #2 Vine Agg. #1 Vine Agg. 112 Admix 111 RH 1000 800 oz. /truck Admix 412 Pozz 5 oz. /cwt Admix 413 Admix #4 1780 ,1440 Cylinder Cylinder I.D. # Diameter 2913 411 2914 4" 2915 4" Cylinder Height 8" 8" g„ Remarks: Permit 11: 5911 Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 Mortar Cube: TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 65 Concrete Temp. 68 Time Batched 3:44 Time Placed 5:00 Air Content Slump (inches) 3 3 Unit Weight (lb /Et ) Yi.el.cl Water. Added (gals.) 0 Specified f'c(psi) 4000 Test Age Toad Strength Fracture (Days) (Pounds) (PSI) Type 16 Hr. gg,nnn 3020 _ Cone 7 56,000 4450 Cone 28 Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Qox 300 • Mounl Vornon, WA 00273.0309 • (290) 424.7000 4050 Auburn Way tlodit, Aunt) 5 •... Aiihurn, WA 90002 • •. (00) 460.3797 MATERIALS I i � �jn i`,,� `1�! l;'_ H I TESTING & - ........ CONSULTING JuN 1990 COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -23 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 30 of 72 Pour Location: PROJECT: Hampton-nil- FILE 41: 9001- 109 SUPPLIER: Miles Sand & Gravel Company TICKET #: 138724 TRUCK #: 126 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. //1 Fine Agg. #2 Admix #1 RH 1000 Admix #2 Pozz Admix 413 Admix #4 Cylinder Cylinder I.D. # Diameter 2907 411 2908 4" 2909 2910 2911 2912 4" 4" 4" 4" 611 30 1780 .1440 600 oz /truck 5 oz. /cwt Cylinder Height 8u 8" 8„ 8" 8" 8" Remarkes Permit #: 5911 Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 63 Concrete Temp. 66 Time hatched 2:44 Time Placed 3 :40 Ai.r. Content - -- Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water - -- Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load Strength Fracture Area (Days) (Pounds) (PSI) Type 12.57 16 Hr. 40,000 3180 Cone 12.57 7 50,000 3980 Shear 12.57 28 12.57 16 Hr. 43.000 liRn Cone 12.57 7 56,500 4490 Cone 12.57 28 Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Dox 300 • Mounl Varnon, WA 00273.0309 • (200) 424.7600 4060 Auburn Way tJiiil Sulln 6 • Iiuburn, WA 00002 •.. (200) 060.7797 MATERIALS (, '. .TESTING Inc CONSULTING. 'coMrnrssxvn STRENGTH TEST nrrOUT PROJECT: 1lampjton /I »n,.. PILE 41: SUPPLIER: Miles Sand & .Gravel 'Company • TICKET /1: 135598 TRUCK 41: 135 DATE: 5 -2 -90 CUNT: Northwaat.`Hoapitality 'Group "CONTRACTOR: Northwest i#ospitality Group NXX I . D.: A • /1 Or YARDS: 2Q of 34 90001= 0�73� • ' • Pour Looation:,pour # #16. 2nd floor•walts and dPrka • Types X Concrete Cylinders Grout Cylinders MIX 'PROPORTIONS Cement (Type 1 ) Water 'Ply Ash Coarse A6g. 411 Coarse Asc.' 412 tine Aga. 411 Fine AGs. 412' Admix 411 Pozz. Admix 412 Super • Adinix 413 Admix 4/4 Cylinder I'D. 11 2617 2618 2619 2620 Cylinder Diameter 4" 4:: 4"• • 4" 611 3Q 0' 1780 1440 5 oz. /cwt . 5 Cylinder height 8" .10 8" .. '8" Remarks: Permit Di 5911 Grout.Prisms TEST PROPERTIES & CONDITIONS cloudy 60 65 12:05 1:05 Weather Ambient Temp.. Concrete Temp. Time Batched Time .Placed Air. Content Slump (inches) 44 = 8 'Unit Weight (1b /ft3) Yield ' Water Added (gala.) 5 Specified f'c(psi) , 4000 Mortar. CUI SPECS'" • Test Age Load Strength rraature Area (Days) (Pounds) (PSI) Type .' 12.57 16 Hrs. 39,000 3100 ' ' 12.57 ' 7' 50,000 3980 • 12.57 '28 • 69,000 5490 12.57 28 68,000 5410 , Ino actors Cone Cone ,Cone ' Cone • • All rebar placed per approved drawings. P.04 nor 000 • Mount Vomont WA 00273.0300 •,. 1200 424.7500 i 40116 K::i:u:n Wey'rih, tiulin • " Aul�iiiI ; WA Ondor • '1 8'ilj UMW DATES CLIENT: • ' coMPREssxvl: MATERIAL!) TESTING 8cc t CO, n �JSU LTI, III G, STRENGTH TEST REPORT PROJECT: tlnmp�ton , xrin� T- -- 5 -2 -9n Northweet.`Hospitality 'Group CONTRACTOR: Northwest 1#ospi.tality Group MIX X.D.: 11 OF YARDS! 10. of 34 A Pour Location: p .. •• IM MO) <MO) �]UN 1'1990' PILE 0: 90001-072. SUPPLIER: Miles Sand & •Gravel 'Company. TICKET //: 135591 TRUCK 11: 132 Type: X Concrete Cylinders MIX x'noronTioNs Cement (Type x Wester Fly Ash Coarse Aga. 111 Coarse Agg. • 412 Fine A. 411 Fine Agg. 112' Admix 111 Admix 02 Admix 113 Admix (/4 Cylinder to). 0 2613 2614 2615 2616• Pea'. "Pozz. Super Cylinder Diameter 4" 4" 4n • 4" 611 : 30 0' 1780 1440 5 oz. /cwt 5 Cylinder Haight 8" 8" 8•1 .. '8" flomerkoa Permit #i 5911 Grout Cylinders Grout,Prisms TEST PROPERTIES & CONDITIONS Weather cloudy Ambient Temp., 58 Concrete Temp. Time Batched Time .Placed Air, Content Slump (inches) 'Unit Weight (lb /ft3) Yield ' Water Added (gala.) 5 Specified F'0(p13i) 4000 60. . L1 :aU LZ:4U 4' - S Mortar. Cut SPECS'' • Test .Age Loacl ' Strength Fracture Area (Days) (Pouncln) (PSX) . Type 12:57 16 Hrs. 40,500 3220 , eAno ' 12.57 ' 7 45,000 3580 ' ,Cone 12.57 '28 • 55,000 4376. Shear 12.57 28 56,500 4490 Cone Inn•eotor: Scott.C. Moore All Faber laced per approved drawinge. P.O. Box aao„ • Mount Vernon, WA o9zTa•03o11 • „ 12oa ia4•7800 not) Iluliu:n Way't�o��t:, utto b • • ” J�uhiin:, WA ando�" T 511$ prd'.tyf7 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek MATERIALS JUN - 11990 TESTING & .w CONSULTING l May 29, 1990 Report #: 90001 -118 Re: Daily Inspection Report Hampton Inn Gentlemen: Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the ,jobsite at 12:30 pm for a scheduled pour and deck and shearwali. inspection for pour # 34. All steel and mesh was found to be in place per approved plan. The walls for pour # 35 (2 short and 1 long tunnel) were also inspected and found to be according to approved plans. The following trucks were tested: ARRIVED 1 :45 pm 1 :50 2:15 2:25 2:45 3 :00 DISCHARGED 1:55. 2:00 2:20 2:35 3:40. 3:40 SUPER ADDED WATER. ADDED. . 650 ounces 500 650 500 650 350 A.set of test cylinders was obtained The last truck contained 6 yards of pm was the 2nd truck, but it arrived from the truck arriving at. 2:25 pm. concrete. The truck. arriving : at 1:45 before the first one. If you have any questions concerning this report, or if M.T.C. can be oi.' any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer RO. Box 309 Mount Vornon, WA 00273.0300 • (206) 424 -7660 4050 Auburn Way North, Suite 5 ■ Auburn, WA 00002 • ' (208) 860-7797 JJ MATERIALS TESTING 84 CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -29 -90 PROJECT: Hampton Inn � .JUN._ ..i.1990..J CITY i.•t t Ur :JV+�t1 I I'1 A;• Nii`jCi rT T. CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 1/ OF YARDS : 40 of 56 FILE 11: 9001- 117 SUPPLIER: Miles Sand & Gravel Company TICKET 1/: 139386 TRUCK #: 134 Pour Location: Pour 1/.34, 4th floor walls & decks, 3rd floor N. stairwell wall Type: X Concrete. Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash - -- Coarse Agg. 1/1 1780 Coarse Agg. 1/2 - -- Cone Af,(t. 1/1 .1440 Fine Agg. 1/2 Admix 111 RH 1000 500 oz. /truck Admix 1/2 Pozz 5 oz. /cwt Admix 403 Admix #4 Cylinder I.D. fi 2964 2965 2966 2967 2968 2969 Cylinder Diameter 4u 4 4" 4" 4" 4" Cylinder Height 8" 8" 8" 8" 8" 8" Remarks: Permit I1: 5911 Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 12.57 12.57 12.57 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS• Weather overcast /windy Ambient Temp. 67 Concrete Temp. 70 Time patched 1:44 Time Placed 2:35 Ai.r. Content Slump (inches) 5 Unit Weight (1b /ft• ) Yield Water. Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load Strength (Days) (Pounds) (PSI) 16 Hrs. 30,000 2390 7 28 16 Hrs. 32,000 7 28 Fracture Type Cone 2550 Cone Inspector: David L al ar and mesh laced accordin to a roved 'laps. P.O. Dox 300 • Mount Vornon, WA 00273.0309 • ( ?00) 121.7000 4050 Auiium Wily Willi; EuItn 6 ■•• A "u'burn; WA P0002 • l 0d) dbO./ of V7 . DATE: CLIENT: CONTRACTOR: MIX x. D. : 11 OP YARDS: 5- 22 -90. MATERIAL TESTING B� CONSULT! coUPnrssxvr STRENGTH TEST REP Northwest.`I:ospita1ity 'Croup Norihweot Ilospita1ity Group A 30 of 37 ' Pour Location: Pour 1/ 30; Last 2 tunnels North rnoJrci., Rine $ofir Erin: . FILE 1!: 90001.447 , . • . SUPPLIER: Miles Sand & 'Grave's 'Company. TICKET 11: 138460 TRUCK 11: • 145 end of 3rd floor Type: X Concrete Cylinders MIX rnoronrions Cement (Type x ) Wn ter Fly Ash Conroe A6G. 111 Coarse Ag . 112 Fine Aig. 1/1 Fine A. 1/2' Acirni.x 111 RH '1000 Adml.x 112 Pozz. Admix 43 Admix .Cylinder 1.D. 11 2901 2902 2903 2904 2905 2906 Cylinder Diameter 4" !�u 4"' 11"" Hem/Arks : Permit in 611 30 1 Grout Cylinders 750 oz. /truck 5 oz. /cwt Cylinder Height Area 12.57 12.57' 12.57 12.57 8n S,: 8• 8.. 8" '17.57 12.57 Grout,Prisms ' Mortar.Ct SPECS'' TEST PROPERTIES & CONDITIONS Weather Ambient Temp.. Concrete Temp. Time batched Time .Plneed X. Air. Content Slump (inches) 'Unit Weight (ib /ft3 Yi.e.1.ct Wn: :e:: Added (Gals.) 0 Specified f'c(psi) '4000 overcast 63 65. 1:27 2:20 5' • Test Age Load Strength Fraaturo (Days) (Pounds) (PST) . Type ' 16 tars. 32,000 2550 f rina 7 43,000 3420' Cone 28 16 Hr. 7 28 30,000 2390 43,000 3420 5911 xnapeotort David Lyal Cone Cone All rebar placed per approved drawings, 11.0. dal ano, • , Mount Vernon, WA Dumont) • f200 424.7a00 nonViiiti;:in Wfiy'�1or11i, Su1in • Auhum, wn Dodd— •"-"(16.11, d1104W DATE: 4 -30 -90 MATERIALS TESTING 8( CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampton Inn FILE #: 9001 -068 SUPPLIER: Milan Sand R. Gravel TICKET #: 135322 TRUCK #: 130 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX T.D.: A # OF YARDS: 30 of 45 ( JUN - 1 1990 1 C,ilY ..:r...,L_A, f,E. A fl'J NGD DEPT. . Pour Location: 4th pour 2nd floor waU s and Banks Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. #2 Fine Agg. #1 1440 Fine Agg. #2 Admix #1 RH1000 8 Admix #2 Pozz 5 oz. /cwt Admix #3 Admix #4 Cylinder I.D. # 2596 2597 2598 2599 2600 2601 2602 2603 Cylinder Diameter 4" 4" 4" 4" 4" 4" 4" 4" Grout Cylinders Grout Prisms Cylinder Height Area 12.57 8" 8" 8" 8 p, 8" 8" 8" 8" 12.57 12.57 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather sunny Ambient Temp. 65 Concrete Temp. 70 Time hatched 2 :40 Time Placed 3:40 Air Content Slump (inches) 3 5 Unit Weight (lb /ft ) Yield Water - -- Water Added (gals.) 4 Specified f'c(psi) 4000 4.0 OEN Mortar Cubes SPECS Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 37,500 2980 Cone 42,000 3340 Columnar 60.000 4770 ennP 56,000 4450 Cone 37,500 2980 Cone 7 58,000 4620 28 77.000 6120 Cone 28 , 76,000 6050 Cone 16 Hrs. 7 7R ?R 16 Hrs Shear Remarks: Permit # 5911 Inspector: David Lyal All rebar and WW mesh ►laced accordin: t . • • • - • ► 00. • • • • to completed inspection of South walls. Proj. Dowel bar to be inserted after wall pours completed, middle and South walls. pox 309 • Morrnl VArnon, WA 90273.0309 • (200) 424 -T560 4050 Auburn Way North, Stolle 5 • Auburn, WA 90002 • ( 200 656-7797 DATE: 5 -1 -90 CLIENT: CONTRACTOR: MIX I.D.: A // OF YARDS: 20 of 27 MATERIALS J TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT Hampton Northwest Hospitality Group Northwest Hospitality Group Pour. Location: 5th pour, 2nd floor SE corner �1 f`1<<;ri JUN - 11990 FILE //: 90001 -071 SUPPLIER: Miles Sand & Gravel Company TICKET #: 135458 TRUCK #: 124 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type Water Fly Ash Coarse Agg. //1. Coarse Agg. //2 Fine A. #/1. Fine Agg. //2 Admix //1 RH 1000 Admix //2 Pozz. Admix //3 Admix //4 Cylinder I.D. fi 2604 2605 2606 2607 2608 2609 Cylinder Diameter 4,' 4" 4" 4" 4" 4" 611 30 1780 1440 7 5 oz /cwt Cylinder Height 8" 8" . 8" 8" 8" 8" Remarks: Permit: 5911 Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather. sunny Ambient Temp. 70 Concrete Temp. 65 Time Batched 11:45 Time Placed 1:05 Ai.r. Content: Slump (inches) 5 Unit Weight (lb/ft3) Yield Water Added (gals.) $ Specified f'c(psi.) 4000 Test Age Area (Days) 12.57 16 Hrs. 12.57 7 12.57 28 12.57 16 Hrs. 12.57 7 12.57 28 Pour of external walls began prior to final All rebar and p - : , , a - . • 1 1 inspeotian • . . 1.oa(1 Strength (Pounds) (PSI) 42,500 3380 56,000 4460 75,000 5970 40.000 3180 57,000 4530 73,000 5810 Mortar Cube SPECS Fracture Type Cone Cone Cone Cone Cone Cone TnRnpr�tnr• of inside edges P.O. pax 309 • Mount W Varnont A Unz73.0309 • (7.00) 424.7000 4060 %1u1 i ii ilde`y �fnrlii;' 6UhO 6 ." • Auiiur:i, WA 911002 '0"' "10.00'004t07 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTII . TEST REPORT DATE: 5 -21 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 40 of 58 Pour Location: Pour PROJECT: • . 11 . 1 • • FILE #: 90001 SUPPLIER: Miles__Spnd_& Graval ampany TICKET #: 138274 TRUCK #: 118 r� [J�llliL� JUN ' 11990 1041_/1;rNINii DEPT, # 29, 3rd floor walls & decks. 1 shear wall Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 611 30 1780 1440 Admix #1 RH 1000 850 oz. /truck Admix #2 Pozz. 5 oz /cwt Admix #3 Admix #4i Cylinder Cylinder I.D. # Diameter 2863 2864 2865 2866 2867 2868 4" 4" 4" 4" 4" Grout Cylinders Cylinder Height Area 12.57 12.57 12.57 12.57 8" 12.57 8" 12.57 8•" Remarks: Permit #:'5911 Grout Prisms Mortar. Cubes TEST PROPERTIES & CONDITIONS SPECS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Z Air Content Slump (inches) Unit Weight (l Yield Water Added (E Specified fie( Teat Age (Days) 16 Hr. 7 28 16 Hr. 7 28 h /ft3) Rain 65 68 1:42 2:25 4 ats.) 0 psi) 4000 Load Strength (Pounds) (PSI) 29,000 2310 39,000 3100 29,000 2310 35,000 2780 Fracture Type Cone Cone Cone Cone Inspector: David Lyal 1 • 13 • . . • • • P.O. [lox 300 • Mount Vem_ onµ WA 00273.0309 • 1100).13/1500 4060 Aub sii Wiy Ffoilii,- �uile'li -� Aubum, WA Oh13O2 liaaj 0$M307 (1" DATE: MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 5 -25 -90 CLIENT: Northwest Hospitality' Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OP YARDS: 30 of 42 , ..,,„,.,,,„\.,\.,.,_ r ... TA AY 3 1 1990 PROJECT: Hampton Inn--- ......� . FILE 11: 9001 - 116 SUPPLIER: Miles Sand & Gravel Company TICKET 11: 139110 TRUCK 11: 134 Peur Location: Pour 11 "33, 4th Floor walls & decks Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. 111 Coarse AGG. 112 Fine AGG..111 Fine AGG. 112 Admix 111 RH 1000 600 oz./truck Admix 112 Pozz 5 oz. /cwt Admix 113 Admix 114 1780 .1440 Cylinder Cylinder I.D. 11 Diameter 2934 4"" 2935 4" 2936 2937 2938 2939 Remarks: 4" 4" 4" 4" Cylinder Height 8u 8" 8" 8" 8" 8" Permit #: 5911 Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air. Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 cloudy 63 65 12:20 1:10 Test Age Load Strength (Days) (Pounds). (PSI) 60 Hr. 45,000 3580 60 Hr. 44,000 3500 Mortar Cubes SPECS" Fracture Type Cone Cone Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. Oox 300 • Mount Varnon, WA 00210.03011 • (700) 424.7500 40G0 Auiii:in Way I�eilii, 3�i:lln 8 • ' Auburn; WA 90002 • ON) dgeM% 7 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT t PROJECT: Hampton I(epr, r., FIt,E 41: 9001 - 110...__._.--- . - -.... SUPPLIER: Miles Sand & Gravel Company DATE: 5 -23 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 72 of 72 MAY 25 1990 TICKET #: 138748 TRUCK #: 013 Pour Location: Pour 4 91, First sat Gth F1nnr T,tnn. 1s Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. #2 Fine Agg. #1 .1440 Fine Agg. #2 Admix #1 RH 1000 800 oz. /truck Admix 412 Pozz 5 oz. /cwt Admix #3 Admix #4 am. REM Cylinder Cylinder I.D. # Diameter 2913 4n 2914 4" 2915 4" Grout Cylinders Grout Prisms Cylinder Height Area 8u 12.57 8" 12.57 8" 12.57 Remarks: Permit #: 5911 Mortar Cube: TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 65 Concrete Temp. 68 Time Batched 3:44 Time Placed 5:00 7. Air Content Slump (inches) 3 3 Unit Weight (lb /ft ) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Fir . 114, nnn 3020 Cone 7 28 Inspector: David jryal All rebar and mesh placed according to approved plans. P.O. Dox 300 • Mount Varnon, WA 00273.0309 • (200) 424 -7600 4050 AuburnWay ioiiii; RuUn '" dubu9'9, WA 90002 • (a06) d5b -tio7 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: FILE 11: DATE: 5 -23 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 30 of 72 Pour Location: Pour 4131. First set 4th MAY 25 1990 Hampton Inns t.,;N 0:7}'r...... 9001- 109 SUPPLIER: Miles Sand & Gravel Company TICKET #: 138724 TRUCK #: 126 Floor Tunnels Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. 112 Fine Agg. 111 1440 Fine Agg. #2 Admix 111 RH 1000 600 oz /truck Admix 112 Pozz 5 oz. /cwt Admix #3 Admix #4 Cylinder I.D. # 2907 2908 2909 2910 2911 2912 Cylinder Diameter 4,' 4" 4" 4" 4" 4" Cylinder Height 8u 8,, 8" 8" 8", 8" Remarks: Permit #: 5911 Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS. Weather overcast Ambient Temp. 63 Concrete Temp. 66 Time Batched 2 :44 Time Placed 3 :40 % Air Content - -- Slump (inches) 3 4 Unit Weight (lb /ft ) - -_ Yield - -- Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load Area (Days) (Pounds) 12.57 16 Hr. 40,000 3180 Strength Fracture (PSI) Type 12.57 12.57 12.57 12.57 12.57 7 28 16 Hr. 43.00Q 31RQ 7 28 Cone Cnnp Inspector: David Lyal All rebar and mesh laced accordin: to a roved Mans. P.O. Do* 309 • Mounl Vernon, WA 00273.0309 • (200) 424-7500 4060 Au iurnWay Nsiilli, $Ells 6 e•. Auburn, WA AOQ02 j2Od) 1160.3707 �J J MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -17 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.1).: A 11 OF YARDS: 40 of 63 �� • �._� MAY 25 1990 1 PROJECT: nampf n Tpr1 FILE 11: 90001 - 100... ----- . SUPPLIER: Miles SAnd & GravP1 ['nmpany TICKET #: 137854 TRUCK 11: 121 Pour Location: Pour # 27 walls & decks, 3rd floor elevator walla & t•lirhs Type: x Concrete Cylinders Grout Cylinders Grout Prisms Mortar Cubes MIX PROPORTIONS TEST PROPERTIES & CONDITIONS SPECS Cement (Type ) 611 Weather cloudy Water 30 Ambient Temp. 70 Fly Ash Concrete 'I'enip. 68 Coarse AGg. /11 1780 Time Batched 12:30 Coarse AGG. 112. Time Placed 1:20 Fine A. 111 1440 Z Air Content Fine Agg. 112 Slump (inches) 3 5 Aclmix #1 RH 1000 550 /truck Unit Weight (lb/ft ) -- Admix #2 Pozz. 5 oz./cwt Yield Admix #3 Water. Added (gals.) 0 Admix #4 Specified f'c(psi) 4000 Cylinder Cylinder Cylinder Tent Age Load Strength Fracture I.D. # Diameter Height Area (Days) (Pounds) (1'SI) Type 2837 a A„ 12.57 16 Hr. 27.000 2150 Cone 2838 4" __ILL_ 12.57 7 36,000 2860 Cone 2839 4" 8" 12.57 28 2840 4" 8" 12.57 16 Hr. 29,000 2310 Cone 2841 4" 8" 12.57 7 38,000 3020 Cone 2842 4" 8" 1.2.57 28 Remarks: Permit #: 5911 Inspector: David Lyal All rebar and meRh p1nr•Pd nppnrdipg to appxovad —{ ams-. P.O. nog 300 • mount Vornon, WA 00271.070; • (2(101424 -T1i00 40001►uliuni Woy �orlii, Si:lla 8 ...7 --Auburn, WA Onli02 " • 'OW 0$6 -/1n7 DATE: CLIENT: CONTRACTOR: MIX I.D.: . 11 OF YARDS: 5 -17 -90 vJ J MAMMA 'TESTING CONSULT! COMPRESSIVE STRENGTH TEST R PROJECT: FILE #: Northwest Northwest A Hospitality' Group Hospitality Group Pour Location: (7. 11'2.; jr -iii l� �, �� c1:4 AY 25'1990 ORT(:11 Y 9001- 99 SUPPLIER: Miles Sand & Gravel Company TICKET #: TRUCK #: Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse ABC. #1 Coarse ABB. #2 Fine A. 111 Fine ABB. #2 Admix #1 RH 1000 Admix 112 Pozz Admix (13 Admix 114 Cylinder Cylinder I.D. # Diameter 2843 2844 2845 4,' 4" 4" 611 30 41 O. IMO OM 1780 Oa =10 GINID .1.440 550 oz. /truck 5 oz. /cwt Cylindeu� • Height 8" 8" 8" Remarks: Permit #: 5911 Grout Cylinders Aran 12.57 12.57 12.57 TEST PROPERTIES Weather Ambient Temp. Concrete Temp. Time Batched Time Placed y Air. Content Grout Prisms. & CONDITIONS Sunny 70 68 1:01 1:45 Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) Specified f'c(psi) _ 4000 Mortar Cubes SPECS Test Ago Load Strength Fracture (Days) (Pounds)• (PSI) Type 16 Hr. 33.000 2630 Cone 7 38,000 3020 Cone 28 Inspector: David Lyal All rebar and mesh placed according to approved plans. P.O. uox 300 • Mount Vernon, WA 00273.0300 • (200) 424.7500 4050 AiuiiumWay Noiii'i, $uItn Itiibuni; WA 00'002 •" 106) MOW DATE: 4- 26 -90' CLIENT: MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 50 of 60 PROJECT: Hampton (MAY 25 190 I f- 'LA i t �;t, :.;.T. • Inn FILE 11: 90001- 064 SUPPLIER: Miles Sand & Grnvpl enmprtny TICKET 11: 134925 TRUCK 11: 132 Pour Location: 2nd pour. 2nd Floor walls & decks Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Wa ter Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. 111 Fine Agg. 112 Admix 111 Ril 1000 Admix #2 Pozz. Admix 113 Admix 114 Cylinder I.D. 11. 2553 2554 2555 Cylinder Diameter 4" 4" 4" 611 30 1780 1440 7 5 oz. /100 wt. Cylinder Height 8" 8" 8" Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 TEST PROPERTIES & Weather Ambient Temp. Concrete 'Temp. Time Batched Time Placed CONDITIONS overcast 60 62 1:45 2:45 Air. Content Slump (inches) 3 4 Unit Weight (1.b /ft ) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Mortar Cubes SPECS Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Hrs. 34.500 2740 (nnP 7 48.000 3820 28 73,000 5810 Remarks: Permit 11 5911 rnApentnr: All rebar and W.W. mesh placed according to approved plans. Cone Cone nnuid 7,ya1 P.O. tlox 309 • Mount Vernon, WA 00213.0301) • (200) 424.7500 4050 Aubum Way tiorlii, suiio s • null WA 90002"' bE4.Ti97 1111,11t MATERIALS TESTING MAY 25 199 CONSULTING J COMPRESSIVE STRENGTH TEST REPORT Yr i . PROJECT: Hampton Inn DATE: 4 -26 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 40 of 60 Pour Location:2nd floor walls & decks FILE #: 90001 -063 SUPPLIER: Miles Sand & Gravel (`,tympany TICKET # :134921 TRUCK #:120 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1. Fine Agg. #2 Admix #1 RH 1000 Admix #2 Pozz. Admix #3 Admix #4 611 30 1780 1440 7 5 oz. /100 wt. Cylinder Cylinder Cylinder I.D. # Diameter Height 2550 4" 8" 2551 '4" 8" 2552 4" 8" Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time patched Time Placed 7. Air. Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield overcast 60 60 2:30 Water Added (gals.) 0 Specified f'c(psi) 4000 SPECS Test Age Load Strength Fracture Area (Days) (Pounds) (PSI) Type 12.57 16 Hrs. 31.000 2420 (:nnp 12.57 7 43,000 3420 Cone 12.57 28 64,000 5090 Cone Remarks: Permit # 5911 Tnsplartnr. 'David T.ya1 All rebar and W.W. mesh placed according to approved plans. P.O. Doe 309 • Moon( Vernon, WA 90273.0300 • (200) 424.7000 4050 u um`Way North, r iho 6 • Auburn, WA 9002 • fib'Oro50.f797 DATE: CLIENT: CONTRACTOR: MIX I.D.: 41 OF YARDS: 4 -26 -90 Northwest jiih,..au M�1T[RI,4La TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampton Inn Hospitality Group FILE 41: 90001-062 Northwest A l;;TLVII MAY 25 1990 Hospitality Group SUPPL.,TER:Jiles Sand & t,ravP1 Cnmpany TICKET 41: 134913 TRUCK 41: 182 2nd Pour 2nd floor walls & decks 20 of 60 Pour Location: Type: X Concrete Cylinders MIX PROPORTIONS. Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. 412 Fine Agg. 411 Fine Agg. 412 Admix 411 RH 1000 Admix 412 Pozz. Admix #3 Admix 414 611 30 AIM 1780 1440 7 5 oz. /100 wt. Grout Cylinders _ Grout Prisms TEST PROPERTIES & CONDITIONS Weather overcast Ambient Temp. 60 Concrete Temp. 60 Time Batched 12:57 Time Placed 1:45 Air Content Slump (inches) 4 Unit Weight (lb /ft3) - -- Yield Water Added (gals.) 5 Specified f'c(psi) Cylinder Cylinder Cylinder Test Age T.D. # Diameter Height Area (Days) 2547 4" 8" 12.57 1ti firs 2548 4" 8" 12.57 7 2549 4" 8" 12.57 28 4000 Load (Pounds) 33.250 54.000 78,000 Mortar Cubes SPECS Strength Fracture (PSI) Type 2650 Cone 4 ?90 Cnr1e 6200 Cone Remarks: Permit # 5911 InspPetnre All rebar and W.W. mesh placed according to approved plans. David Lyal P.O. Do* �3�0y9 • Mount Vernon, WA 00273-0309 • (200) 421.7500 Aniii-I�,Ii111M W :V 14nii67Ciiin WA otiti02" " 7 _ "T200llobii: 797 ji TESTING MATERIA & LS CONSULTING NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, I.D 83706 Attn: Tom Dusbabek • Re: Gentlemen: May •4, 90 2199....,., I IMO Repo t reQ90:i -11 2 Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the jobsite at 1:00 pm for a scheduled pour and deck inspection for pour # 32. All steel was found to be in place per approved plan. The walls for pour # 33 were also inspected and found to be according to approved plans. The following trucks were tested: ARRIVED DISCHARGED SUPER ADDED WATER ADDED 2 :10 pin 2 :45 650 ounces 2:15 3 : 05 650 2 :44 3:25 750 3:00 3:45 700 - -- 3 :10 4 :00 700 4 gallons 4:04 4:40 650 4:20 5 :05 180 A set of test, cylinders was obtained from the trucks arriving at 2:44 :pm and 4:04 pm. The last truck contained only 4 yards of concrete If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at ( 206) 850-7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P.O. Box 309 • Mount Vernon, WA 90273.0309 • (206) 424.7660 4050 Aubum Way North, Suite 6 • Aubum, WA 90002 • (206) 850.7797 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: MATERIALS TESTING & CONSULTING May 23, 1990 Report #: 90001 -111 Re: Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the jobsite at 1:00 pm for a scheduled pour and deck and parapet inspection for pour # 31. All steel was found to be in place per approved plan. The walls for pour # 32 were also inspected and found to be according to approved plans. The following trucks were tested: ARRIVED 2:32 pm 3:10 3 :16 3:34 3 :40 4:05 4:15 DISCHARGED 2:45 3:20 3:40 3:45 4:25 4:45 5:00 SUPER ADDED WATER ADDED 650 ounces 600 600 600 600 700 800 4 gallons 3 A set of test cylinders was'o,btained.from the trucks arriving at 3116 ern and 4:'15, pm, The.last two trucks contained, only`11'yards of: concrete each.` If you have any questions concerning this report, or if M.T.C. can be of any further assistance, .please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P.O. Box 309 • Mount Vornon, WA 90273-0309 • (206) 424.7560 4050 Auburn Way North, 8uito 5 • Auburn, WA 96002 • (206) 850.7797 DATE: 5 -24 -90 CLIENT: Northwest CONTRACTOR: Northwest MIX ID.: A .# OF YARDS: MATERIALS ;, TESTING I �C �ilI! ! ..nlll ��/111 CONSULTI MAY 29 1990 COMPRESSIVE STRENGTH TEST REPORT „ PROJECT: Hampton Inn• FILE #: 9001-.114 Hospitality'Group Hospitality Group 60 of 64 Pour Location: Pnnr dk 32, 4th finny. walls SUPPLIER: Miles Sand & Gravel Company TICKET 1/ :not available* TRUCK # :, 108 Jenks, last 3rd flnnr shear walls Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type. I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix X11 RH 1000 Admix # #2 Pozz Admix #3 Admix //4 611 30 1780 Oft web ONO .1440 5 oz. /cwt Cylinder Cylinder Cylinder I.D. # Diameter sleight 292 5 2926 2927 4". 4" • 4" 8u 8" 8". Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather annny Ambient Temp. 68 Concrete Temp. 65 Time Batched 4:04 Time Placed 4 :40 Air Content Slump (inches) Unit Weight (ib /ft3) Yield Water. Added (gals.) n 'Specified f'c(psi) 4nnn L Area 12.57 12.57 12.57 Test Age Load (Days) (rouncls)• Strength Fracture (PSI) Type ig qr pp 2390 Cone 7 28 Remarks: Permit #: 5911 * Computer failure at Batch Plant caused incomplete tickets All rebar and mesh placed according to approved plans. Inspector: David iyal P.O. oox 300 • Mo:tnl Vomon, WA 00273.0309 • (200) 424.7000 40ti01i111iumWily Willi; Elfin I '• Mbithi; WA 00002 •" Z *O6) 6664 ro7 DATE: 5 -24 -90 CLIENT: CONTRACTOR: MIX I.D.: 11 Or YARDS: 11] �� a • MATERIALS � TESTING & iry c Nsu�,TG COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampton Inn Northwest Hospitality'Group FILE #: 9001- 11� Northwest Hospitality Group SUPPLIER: Miles Sand & Gravel Company A TICKET #: 11R4n9 30 of 64 TRUCK #: 126 Pour Location: Pnnr 0 12. 4th firm?' walls F, darka, 1aat 3rd floor shear wa11 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. 412 Admix #1 RH 1000 Admix #2 Pozz Admix #3 Admix 414 Cylinder Cylinder I.D. # Diameter 2919 411 2920 2921 2922 2923 2924 4" 4" 4" 4" 4" 611 30 1780 MO .1440 Grout Cylinders Grout Prisms •75n '_ /truck 5 oz./cwt Cylinder Height 8u 8" 8" 8•' 8" 8" Remarks: Permit #: 5911 Mortar Cube: TEST PROPERTIES & CONDITIONS SPECS. Weather sunny Ambient Temp. 68 Concrete Temp. 63 Time Ditched 2:44 Time Placed 3:25 Air Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Tent Age Area (Days) 12.57 16 Hr. 12.57 7 12.57 28 12.57 16 Hr. 12.57 7 12.57 28 Load (Pounds). _�nnn Strength Fracture (PSI) Type Inspector: David Tyal All rebar and mesh placed according to approved plans. P.O. Oon CO • Mounl Vomen, WA 00273.0300 • (200) 424.7600 noe;8 Auiium Wiiy Noiiti, Billie S " : "•A'iibuili; WA 00002 • • `' 70.06) d06 9? flJ � �& MATERIALS TESTING CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -18 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 41 OF YARDS: 50 of 58 Pour Location: Pour # 28 walls & decks, PROJECT: tiamptnn inn FILE #: 90001= 103 SUPPLIER: Miles SAnri & Gravpl Cnmpnny TICKET #:138058 TRUCK #: 999 2nd floor shear walls & 3rd floor curbs Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Fine Agg. #1 Fine Agg. #2 611 30 1780 1440 Admix #1 RH 1000 525 oz. /truck Admix #2 Pozz. 5 oz. /cwt Admix 413 Admix 414 Cylinder Cylinder I.D. # Diameter 2857 2858 2859 G" 4" 4" Cyl.inder Height Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather sunny Ambient Temp. 70 Concrete Temp. 68 Time Batched 2:05 Time Placed 2:50 7. Air Content Slump (inches) 3 4 Unit Weight (1b /ft ) - -- Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load Strength Fracture Area (Days) (Pounds) (PSI) Type 12.57 fin Hr_ 33.000 2630 Cnnp 8" 12.57 7 33.000 76110 ( nno 8" 12.57 28 Remarks: Permit 41: 5911 Inspector: 'David Lyal All rebar and mesh p1Anpt AnnnrAing to approved plans. P.O. Ilex 300 • Mount Vomon, WA 00273.0309 • (200) 424.7500 4050 Autium Wey Fio'r'iii� ";*— Auiii•iii; WA 00(102 " -"lif6j1166 :Iin7 DATE: CLIENT: CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 1! OF YARDS: 39 of 47 A-J, a MA T�RIALa � TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 4 -27 -90 Northwest Hospitality Group PROJECT: FILE 1/: Hampton Inn 90001- 036 SUPPLIER: Miles Sand & GravP1 enmpany TICKET 1/: 135036 TRUCK 1l: 137 Pour Location: 3rd Pour on 2nd Floor walls & decks Type: X Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. 4 #2 Fine Agg. #I1 Fine Agg. #/2 Admix 4 #1 RH 1000 Admix #2 Pozz. Admix #3 Admix # #4 Cylinder I.D. # 2559 2560 2561 Cylinder Diameter 4" 4" 4" 611 30 1780 1440 5 oz. /100 wt. Cylinder Height 8" 8" 8" Area 12.57 12.57' 12.57 Grout Prisms TEST PROPERTIES & CONDITIONS Weather rainy Ambient Temp. 55 Concrete Temp. 60 Time Batched 1:15 Time Placed 2 :25 Air. Content Slump (inches) Unit Weight (l.b /ft3) Yield Water Added (gals.) Specified f'c(psi) 4000 4 0 Test Age Load (Days) (Pounds) 16 Hr4. 7 28 9R,snp 47,500 69,000 Mortar Cubes SPECS Strength Fracture (PSI) Type 3060 Cone 3780 CnnP 5490 Cone Remarks: Permit # 5911 Tn pPetnr: nav,r: Lyal All rebar and W.W. mesh placed according to approved plans. P.O. Dox 309 • Mount Vernon, WA 00973-0309 • "L200) 424.7900 4050 "nuiium Wev Nui�ii:'�uiio 6'— • 'Xubiir +i: WA 96662— • "" (d0900: 'i97 DATE: 2114 MATERIALS � TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 4 -27 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 29 of 47 Pour Location: 3rd Pour PROJECT: FILE 41: SUPPLIER: TICKET 11: 135032 TRUCK 41: 127 on 2nd floor walls & decks Hampton Inn 90001- Q65 Miles Sand & Gravp1 enmpany Type: X Concrete Cylinders MIX PROPORTIONS. Cement (Type I Water Fly Ash Coarse Agg. #1 Coarse Agg. X12 Fine Agg. 411 Fine Agg. 412 Admix X11 RH 1000 Admix X12 Pozz. Admix #3 Admix X14 Cylinder I.D. 11 2556 2557 2558 Cylinder Diameter 4" 4" 4" 611 30 1780 1440 7 5 oz. /100 wt. Grout Cylinders Grout Prisms Cylinder Height Area 8" 12.57 8" 8" TEST PROPERTIES & CONDITIONS Weather rainy Ambient Temp. 55 Concrete Temp. 60 Time Batched 1:05 Time Placed 2:00 Air. Content Slump (inches) 3 4 Unit Weight (lb /ft ) - -- Yield - -- Water. Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load (Days) (Pounds) 16 Hrs. 38.500 12.57 7 38.500 12.57 28 60,000 Remarks: Permit # 5911 All rebar and W.W. mesh placed according to approved plans. Mortar Cubes SPECS Strength Fracture (PSI) Type 3060 3060 4770 Cone Shear Cone TnnpRr_tnri naviA Ly,l P.O. Doe 300 • Mount Vernon, WA 00273 -0300 • (200) 421-1560 405o Aub'um Way Noiifi;' uiio 3 °'AuGiith; WA 0002 "; 26oj'acii:f7e7 MATERIALS TESTING & M CONSULTING j MAY 25 1990 COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -16 -90 CT.IENT: Northwest- Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.1).: A 11 OF YARDS: 20 of 29 PROJECT: FILE 11: SUPPLIER: TICKET 11: 137636 TRUCK 11: 145 t imptnn 90001- 097 Mi1Ps SAnd & Gravp1 Company Pour Location: Pour # 26 walls & decks, 4th floor curbs, exterior stairwell wall, utility room pad Type: ){ Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water. Fly Ash Coarse Agg. 111 Coarse Agg. 112 Fine Agg. 111 Fine Agg. 112 Admix 111. RH 1000 Admix 112 Pozz. Admix 113 Admix 114 Cylinder Cylinder I.D. 11 Diameter 2826 2827 4„ 2828 4„ 4" 2829 2830 2831 4" 4" 611 30 1780 1440 3rd floor shear wall. SW end Grout Cylinders Grout Prisms 700 oz /truck 5 oz. /cwt Cylinder Height Area 12.57 12.57 12.57 12.57 12.57 12.57 Q.. —jet- 8" 8" 8" Remarks: Permit #: 5911 Mortar Cube' TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 60 Concrete Temp. 65 Time Batched 12:09 Time Placed 1:10 Air. Content Slump (inches) 3 4 Unit Weight (l.b /ft ) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Tent Age Load Strength Fracture (Days) (Pounds) (1'SI) Type 16 Hr, 32,500 2590 Cone 7 28 44,000 3500 Cone 16 Hr. 34,000 2700 7 28 43,000 3420 Cone Cone Inspector: David Lyg1 All rebar and mesh plaepd Ar•r•nrdive to approved plans. P.O. Box 300 • Mount Vornon, WA 0o2T1.010'1 • (200) 424 -Tii00 4050 Auiium Woy ifoilii, °sully 5 • " Auburn, WA 001)112 • j M 060. 707 DATE: • 5- 22 -90' is MATERIALS TESTING & CONSULTING. . ' MAY' 2'5 •'1990 'co8rnrssIvr•. STRENGTH TEST nuPORT rmuncT: Elampton Inn . =ENT: Northwest.'Hoapitality 'Group CONTRACTOR: Norf:hwest Hospitality Group MIX 1.D.: •ll OF YARDS: A 30 of 37 ' • • PILE 4/: 90001 -0107 SUPPLIER: Miles Sand & .Gravel 'Company' TICKET 4/: 138460 TRUCK 11: ' 145 Pour Location: Pour # 30; Last 2 tunnels North end of 3rd floor • Type: X Concrete Cylinders MIX PR0P0RTx0NS Cement (Type x ) Water Fly Ash Coarse Age. 4/1 Conrse AGC. 4/2 Vino AGG. 1/1 Fine Age,. 412' Aclinix 411 RH '1000 Admix 112 Pozz. Aclinix 413 Admix 114 Cylinder T.D. # 2901 2902 2903 2904 2905 2906 Cylinder Diameter 411 tt, 4" 4" Itamnrkn : Permit 4/: 611 30 1780 Grout Cylinders oz. /truck . 5 oz. /cwt Cylinder Height 8n .•8n 811 ..11” 8n Grout,Prisms • • Mortar. Cu '.LEST PROPERTIES & CONDITIONS SPECS ' '• Weather overcast Ambient Temp., 63 •. Concrete Temp. 65' ' Time Batched 1:27 Time .Plnced 2:20 Air, Content ' Slump (inches) 5' 'Unit Weight (1b /ft3) Yin7.c1 Wn: :e:: Added (Gala.) 0 Specif: i.cci f' c(psi) •4000 Toot Age Area (Days) 12:57 16 Hrs. 12.57 7 12.57 28 12.57 16 Hr. 30,000 Load (Pounds) 32,000 '17_,7 12.57 7 28 Strength (rsx) 2550 2390 5911 ' inopootor: David Lyal • rrncture TYpe , • e na Cone • All rebar plaoed per approved drawinge. • MATERIALS TESTING 8( CONSULTING MAY 25 1990 :'� PROJECT: Hampton nn "_ FILE 41: 90001- (M1 SUPPLIER: Miles Sand & Gravp1 enmpany TICKET #1:134783 COMPRESSIVE STRENGTH TEST REPORT DATE: 4 -75 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 30 of 60 TRUCK 41:126 Pour Location: 2nd Floor Walls & Deck SW rnrner Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. 412 Fine Agg. 411 Fine Agg. #2 Admix 411 RH 1000 Admix 412 Pozz. Admix 413 Admix #4 Cylinder Cylinder I.D. # Diameter 2503 2504 2509 2510 611. 30 1780 1440 5 5 oz. /100 wt. Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather sun & wind Ambient Temp. 65 Concrete Temp. 60 Time Batched 1:30 Time Placed 2:00 Air. Content Slump (inches) 3 4 Unit Weight (1b /ft ) Yield Water Added (gals.) 20 Specified f'c(psi) 4000 Cylinder Test Age Load Strength Fracture Height Area (Days) (Pounds) (PSI) Type 4" 8" 12.57 16 Hrs. 36.500 2900 CnnP 4" 8" 12.57 16 Hrs. 38.000 3020 Cnne 4" 8" 12.57 7 49,000 3890 Cone 4" 8" 12 57 28 65,000 5170 Cone 2511 4" 8" 17.57 28 64,000 5090 Cone 2512 4" 8" 12.57 28 67,000 5330 Cone 2505 4" 8" 12.57 7 46,250 3680 Cone 2506 4" 8" 12.57 7 47.500 3780 Cone 2507 4" 8" 12.57 16 Hrs. 21,700 1730 Cone Remarks: Permit # 5911 8 12.57 16 Hrs. 21pn00p ntnr 167Pavid Lig: e All rebar and W.W. mesh placed according to approved plans. P.O, Dox 309 • Mount Vernon, WA 90273 -0309 • (200) 424.7500 4050 Aubum Way ilurlii, Sulle 6 • Auburn, WA 90002 • 200 050.7797 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek MATE 1 u TEST N + Y 25 1990 CON 11 .MG (WY Or 101,V L�'\ tLANiI!NG DEF''r, May 22,.1990 • Report' #:: 90001 -108 Re: Daily Inspection Report. Hampton Inn Gentlemen: Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the jobsite at 1:00 pm for a scheduled pour and deck inspection for pour # 30. All steel was found to be in place per approved plan. The walls for pour # 31 were inspected. ARRIVED 1:20 pm. 1:35 2:00 2:20 DISCHARGED SUPER ADDED. WATER ADDED 1:35 750 ounces 8 gallons 1:50 700 6. 2:20 750 0 2:35 : 500 0 A . set of : test cylinders was obtained . from the. truck -arriving at 2:00 pm. The last truck contained only 7 yards of concrete...' If :,you; have eny questions conaerning.this.report', or.'if M,.T. any - further assistance , please `ca;li us at (206)''850-'7797 Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P.O. Box 300 • Mount Vernon, WA 08273.0300 • (208) 4244660 4050 Auburn Way North, Suite 5 • Auburn, WA 08002 • (206) 650.7707 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: MATERI TESTIN CONSU (RAY 24 1990 CITE' Or `i' :l1:'a�iLl1 PI..ANNIPKi DEPT, May 21, 1990 Report #: 90001 -106 Re: Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the ,jobsite at 12:45 pm for a scheduled pour and deck inspection for pour # 29. All steel was found to be in place per, approved plan. The walls for pour # 30 as well as dowel bars in curbs for North stairwell walls. Both the East and West stairwell walls were missing four #4 dowel bars. Those will be drilled in prior to forming up walls. ARRIVED 1:20 pm 1:40. 1:50 2:14 2:35 2 :55 DISCHARGED SUPER ADDED WATER ADDED 1:30 600 ounces 3 gallons 1:55 . 750 5 2:05 850 0 2:25 850 .. 0 2:50 800. 0. 3:10 500 0 A set of .test cylinders was obtained from the trucks arriving, at 2:14 pm and 2 :35. pm.. The last .truck contained only 8 yards of concrete If you have any questions concerning this report, or if M.T.C. can be o any further assistance, please call us at (206) 850- 7797.. Respectfully Submitted, MATERIALS TESTING & CONSULTING 3. Frank Spears Materials Engineer P.O.,Ikx 309 • Mount Vornon, WA OU273.030U • (208) 424.7660 4050 Auburn Way WWI, Suit() 5 • Auburn, WA 00002 • (206) 850-7797 DATES 4 -23 -90 Ci.IENT: Northweat.'Iiospita7:ity 'Group CONTRACTOR1,Norihwest hospitality Croup .MATERIAL ` TESTING 13c co 'coMrnEssxvr•. STRENGTH TEST REPORT • MONO . CONSULTING. L �tY 2 m .....�,.._ • .assn PROJECT: Ilapi:on! grin ,. FILE 4/t 90001-059 - _._..•. ,,,•; ; ' •F F(tX X.D.: A • 1/ OF YARDS: 50 of 60 Pour Location: Tunnels and walls between E & F and 3 deck pours Level 2 SU1'Pt..tEa: Miles Sand & •Gravel• 'Company• '1'TCKET 1/: 134544 TRUCK //t '128 Lines 2 walls• in for '3 • Type: X Conorete t•tXX rnol'ORTXONS Cement (Type, 7: ) Water Fly A n h Caine Aga. 41 Coarse AGO. //2 Vino AGO. 01 Fine AGr,. 1/2' Admix I/1 Pozz. Adn1t•x I/2 Admix 03 Admix / /'i • Cylinder. 1.1). 1/ 2483 2484 2485 2486 2487 2488 Cyl inder Diamet(ir. 1" 4" ll,i 101 4., 411 Itemn rko : Permit D t Cylinders 611 39 0 • 1780 pea 1440 5 n' /1n0 Nt. Grout Cylinders Cylinder. Height Area 8" ' 12 .'57 • ' 12.57 ' 12.57 12.57 '12.'1,. 12.57 • '8" 8" 8.. 8" 5911 • Grout. Prisms TEST PROPERTIES & CONDI'J XONS : Weather. Ambient Temp.. Concrete Temp. Time Batched Time .Placed Air. Content cloudy mist 45 60 • 1:32 2:40 Slump (i nehon) 3 `, - '8 -_ 'ilnit: Weight (lb /ft ) Y;i•nlcl • Water Added (Gala.) .0 Sj:oai.fi•ect (`e(pfi&) • 4000 T'on t Age Load Strength (payn) (Poundn) (PSX) . 16 Ilrs. 18,650 1485 16 Ilrs.. 19,100 152(f 7 53,000 421,0 • , 28 75,000 5970 28 76,000 6050 28 77,000 6130 • ' Innnaotor:Scott Moore • • • �i Mortar. Cut SPECS ' " Fracture Type Conn Corso Cone Cone Cone Cone It All rebar ptaced per approved drawings. .11Ctx alt 6 I.louni Vcsnon WA 00273.0309 ' f231, 0424.7500 .,...ir- ..; r. +.;�-•� .:;�t; t:,p�. Ai hi r wn fadnt— • 76 i 6E6.E'a7 • DATE: 4 -23 -90 MATERIALo TESTING & CONSULTING. r commEssxvn STRENGTH TEST BEPORT CLIENT: Northwest.'Ilospitaiity 'Group CONTRACTOR: Northwest Hospitality Group MIX T• . D.: A 1/ OF YARDS: 30, of 38 Pour Location: 1st Level walls 2nd Leve 2 walls from Line.2 MAY ?A1990.: ti• , CITY. of PnOJECTs Hampton Inn . p1 ArJnr►t,in l FILE 11: 90001- 060 • ' ' ' SUi'rr,I :R: Niles Sand & •Gravel 'Company. TICKET 1/ s 134681 . TRUCK . . • • II • . 6. Type: X Concrete r'1r,x I'JlOPORTSONs Cement: (Type I ) Water Fly Ash Coarse A. 111 Conrse ACC. 112 Fine ACC. in Pine A. 1/2' Admix 111. Admix 112 Admix 113 Admix 114 Pozz RH 1000 Cylincler. Cylinder I.D. 1l Diameter 2493 It" 2494 11" 2495 4"' 2496 2497 2498 tin /ru tin Remnrks s Permit s► /i Cylinders 611 30 0' 1780 5 0z /inerwr 9 anis Cylinder HeiCbt Qc� 0" 8n 8,, Grout Cylinders ____� ,Grout , Prisms TEST PROPERTIES & CONDITIONS Weather Ambient Temp., Concrete Temp. Time Batched Time •Plnced Air Content --- Slump (inches) 3 3 '- 7 15 'Unit Weight (lb /ft ) Yield HJnt :er, Added (gain.) 6 Specified i:'o(pni) . 4000 sun 55 59 1:15 2:30 Tent Are Area (Days) 12 .'57 16 '12.57' 16 12.57 7 12.57 '32 5Z 12.57 Hrs. Hrs. 28 28 28 Loacl (Pounds) 28.650 29,325 64.000 93,000 94,000 94,000 Strength (PSI) 77Rn 2330. 5090 • 7400 7480 7480 ' Mortar. C SPECS' 5911 Ino »onto.• s David LXal Fracture Type ' cone Cone Cone Cone Cone' All rebar planed per, approved drawings. rtorNo, noii Wiirt or11i;1li.illn hrilont,WA ri �i�'rwnaondd "' •" "" 0421.7000 M l7 DATE: CLIENT: CONTRACTOR: MIX 1.!).: 11 OF YARDS: 30 of 46 Pour Location: 3rd floor pour # 24, 2nd flooe curbs ��1 J1J1J MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 5 -14 -90 Northwest Hospitality Group Northwest Hospitality Group A TICKET 11: 137241 TRUCK 11: 109 PROJECT: Ramptnn MAY 24 1990 Tnn FILE 111 90001 -092 SUPPLIER: Miles SAnd & Graval Company floor shear walls (1st 3 on SW end) and 4th Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg • 1/1 Fine Agg. Ill Admix Ill RH 1000 Admix 112 Pozz. Admix 113 Admix 1/4 Cylinder Cylinder I.D. 11 Diameter 2768 6„ 2769 4" 2770 4" 2771 2772 2773 4" 4" 4" Grout Cylinders Grout Prisms Mortar. Cubes TEST PROPERTIES & CONDITIONS SPECS 611 Weather overcast 30 Ambient Temp. 65 Concrete Temp. 68 1780 Time hatched 1:36 Time Placed 2:20 1440 % Air. Content Slump (inches) 3 4 575 oz. /Truck Unit Weight (l.b /ft ) Yield Water. Added (gals.) 0 Specified Pc(psi) 4000 Cylinder Height Area 12.57 8n 8•" Remarks: Permit 1/: 5911 12.57 12.57 12.57 12.57 12.57 Test Age Load (Days) (Pounds) 16 Hr. 18,000 16 Hr. 17,000 28 Strength Fracture (PSI) Type 1430 Cone 1350 Cone 16 Hr. 17,000 1350 7 28 59,000 4690 Inspector: David Lyal Cone Cone All rebar and mesh p1arpd annnrrting to approvad— plans. P.O. flox 309 • Mount Vornou, WA 00273.03001 • (200) 424 -7000 4050 Auburn Way Norli�, SHIM 5 • Auburn, WA 00002 • PM 00797 (y) MAT =RIALS TESTING & CONSULTING MANY 241990 .] COMPRESSIVE STRENGTH TEST REPORT „,Y l;. UKW LA DATE: 5 -15 -on PROJECT: PLANNIN G C?2T. CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 4/ OF YARDS: 31 of 31 Pour. Location: Pour # 25 3rd floor 2nd floor FILE 4/, 90001- nq5 SUPPLIER: Mi 1 p.s SAnd tr arnvp1 (:nmpnny TICKET 41: 137417 TRUCK 41: 010 Type: x Concrete Cylinders Grout Cylinders Grout Prisms Mortar Cubes MIX PROPORTIONS TEST PROPERTIES & CONDITIONS SPECS Cement (Type ) 611_ Weather overcast Water 30 Ambient Temp. 68 Fly Ash Concret :e Temp. 68 Coarse Ago. 411 1780 Time Batched 12 :19 Coarse Agg. 4/2 Time Placed 1:22 ri.ne Aga. !Il 1440 Z Ai.r. Content Fine AIo. 412 Slump (inches) 3 5 Admix 411 RH 1000 Unit Weight (1b /ft) --- Admix 412 Pozz. Yield - -- Admix 413 Water Added (gals.) 0 Admix 414 Specified f'c(psi.) 4000 Cylinder Cylinder Cylinder. Test Age Load Strength Fracture I.D. 11 Diameter Height Area (Days) (.Pounds) (i'SI) Type 2798 --JUL— --.8=--- 12.57 16 Hr., 34,000 2710 Cone 2799 0" 8" 12.57 7 44,000 3500 Cone 2800 4" 8" 12.57 28 2801 4,. g„ 12.57 16 Hr. 32,000 2550 Cone 2802 in 8" 12.57 7 43,000 3420 one 2803 4" 8," 12.57 28 Remarks: Permit #: 5911 Inspector: David Lyal All rebar and mesh plarpd arearrt4ng to approvod— piaana. P.O. nos 300 • Mount Varnon, WA 00273.03011 • (200) 424.7000 4060 liu�,um VI/oy'Floiifi, Si,lio" "; ' n:iiium; WA omi02 " ." (200) dt0.9tinr DATE: 5 -21 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: ”Amptn„ 40 of 58 k MAY 24 1990 Tip FILE 0: 90001_ 104 i SUPPLIER: Milc+a SAnd & GrAvol Cnmpnny TICKET #: 138274 TRUCK #: 118 Pour Location: Pour # 29, 3rd floor walls & decks. 1 shear wall Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 Admix 112 Admix #3 Admix #4 611 30 1780 1440 RH 1000 850 oz. truck Pozz. 5 oz /cwt Cylinder Cylinder I.D. # Diameter 2863 2864 2865 2866 2867 2868 G" 4" 4" 4" 4" 4" Grout Cylinders Grout Prisms Cylinder height Area 12.57 au 8" 12.57 12.57 8" 12.57 8" 12.57 12.57 8" Remarks: Permit #: 5911 TEST PROPERTIES & CONDITIONS Weather Rain Ambient Temp. 65 Concrete Temp. 68 Time Batched 1:42 Time Placed 2 :25 % Air Content Slump (inches) 3 4 Unit Weight (1h/ft ) Yield - -- Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load (Days) (Pounds) 16 Hr. 29,000 7 28 16 Hr. 29,000 7 28 Strength (PSI) 2310 2310 Mortar Cube: SPECS Fracture Type Cone Cone Inspector: David Lyal . • . .1 : 1 1 • • P.O. Owl 300 • Mount Vernon., WA 00273.0308 • j200 424.7880 4060 Auburn Wayi%ilii, Suils 8 liubuin, WA ondo2 -• /200 d00./f01 . DATE: CLIENT: CONTRACTOR: P1tX Z.D.: 4 -18 -90 MATERIALb(' TESTING & �/�\ CONSULTING. COMI'ItE5SIVI STRENGTH TEST REPORT PROJECT: flnmpton Ihn-- PILE 4s 90001 -0 55. 4oru API? 2'7 1990 Northwest.`Nospitality 'Group Northwest I#ospitality Group A 1/ OF YARDS: 2Q of 26 Tour Location: 2nd floor walls & Doc s a • i 7 • SUPP[.IER: Miles Sand & •Gravel 'Company. TICKET //: 134163 TRUCK //: '009 corner Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. 411 Coarse AGG. 412 Fine AGG. 411 Fine AGE,. Admix //1 RH 1000 Admix //2 Pozz. Admix 113 Admix 414 . 611 30 3/8, pea 1/8U Cylinder Cylinder I.D. # Diameter 2435 2436 2437 2438 2439 2440 /1"" hu 4,1 4" 1440 Grout Cylinders 5 5 oz /100wt. Cylinder Height 8" au 8" ,. 'S"" 8., 8.. Itamnrks: Permit //i 5881 , 5911 Area 12.'57 12.57 • • Grout.Prisms TEST PROPERTIES & CONDITIONS Weather Ambient Temp., Concrete Temp. Time batched Time ,Placed • Air. Content --- Slump (inches) 3 'Unit Weight (1b /ft3) --- Yield overcast 68 . 68 . 1:25 2:05 Wnter, Added (Gain.) 8 Specified f'c(pni) 4000 Test Age (Days) 16 Hrs. 16 hrs . 12:57 7 12.57 28 28 19_S7 12.57 28 1/ No bopding agent u:sPd during rastin,e of Curl All robar placed per approved drawings. Load (Pounds) [17,..00n 42.500 51.OQO _, Mortar. Cube SPECS'" Strength Fracture (PSI) Type 3340 Cene 3380' iamo Cone Inspootor a David 'lyal onto 2nd floor` decks_. P.O. Pox Wey 1Arlli Mount 6nto " 'Mi WA ihi wA nmio'2 "' (200)424.7300 " 01) 4FII:!'1oi 6,) DATE: 4 -18 -90 CLIENT: Northwest :Hospitality'Group CONTRACTOR: Northwest Oospitality Group t`ttX Z.D.: A 1/ OF YARDS: 20, of 26 MATERIALS TESTING 8t CONSULTING, 'coMrnrssxvr: STRENGTH TEST REPORT Pour Location: 2nd floor walls OC S .p01:-1.(3.11\y/[1(1). APR 23 19.90 PROJECT: Hamr to PILE 1/: SUPPLIER: TICKET //: TRUCK 1/: .I! .11 1. 90001-0 55. Miles Sand & 'Gravel 'Company. 134163 009 • corner Type: X Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type 1 ) Water Fly Ash Coarse Agg. 41 3 /ape 1/80 Coarse Agg. 1/2 Fine Agg. 1/1 1440 rine Acr.. 1/2' Admix 1/1 RA 1'000 5 AdmLx //2 Pozz. 5 oz /100 wt. Admix 1/3 Admix 114 611 30 Cylinder 1.1). 1/ 2435 2436 2437 2438 2439 2440 Cylinder Diameter 4". 4" 4", !fin 4" 4" Cylinder Height 8" .Ru 01. .. 'an 8•' 8•• Grout, Prisms TEST PROPERTIES & CONDITIONS Weather Ambient Temp., Concrete Temp. Time Batched Time ,Placed X. Air Content Slump (inches) 3 'Unit Weight (1b /ft3) --- Yield overcast 68 68 ' 1:25 . 2:05 Water, Added (gale.) 8 Specified C'c(pei) , 4000 Mortar. Cul SPECS'" Test Age Load Strength Fracture Area (flays) (Pounds) (PSI) Type . ' 12.57 16 Hrs. 47.nnn 3340 Cone 12.57 16 8re. 42L500 3380 _Cnna 12.57 7 12.57 28 28 '12.57 12.57 28 Remarks: Permit IF: 5001, 5911 ' Xnapootor: David'Lyat . No bonding swat os_ed din -ink na f in.t of c4Fbs onto 2nd floor decks. A11. rebar placed per approved drawings. P.O. nor 300 • Mount Vornont WA 00273.0309 • 20a 424.7500 4011ti7ii:Cii:ri: Wny�lor1li;' ulie " • " 'diil:iir:i; wA ncldd "" •' "'t26) gbdli ►97 MATERIALS TESTING 8( CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -1 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: MIX I.D.: A 11 OF YARDS: 20 of 27 Northwest Hospitality Group Pour. Location: 5th pour, 2nd floor SE corner PROJECT: 1wH,, MAY 101990 Hampton Inn FILE 11: 9(1001 -071 SUPPLIER: Miles Sand & Gravel Company TICKET 1/: 135458 TRUCK #: 124 Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse AGg. 111. Coarse Agg. 112 Fi.ne Arr,. 111 Fi.ne Agg. 112 Admix 1/1 RH 1000 Admix 1l2 Pozz. Admix 113 Admix 114 Cylinder Cylinder I.D. 1/ Diameter 2604 4" 2605 4" 2606 4" 2607 2608 2609 4"" 4" 4" 611 30 1780 1440 7 5 oz /cwt Cylinder Height 8" 8" 8" 8" 8" 8" Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather sunny Ambient Temp. 70 Concrete Temp. 65 Time Batched 11:45 Time Placed 1 :05 Ai.r. Content Slump (i.nclres) 3 5 Unit Weight (l.b /ft ) Yield Water - -- Water Acided (gals.) 0 Specified f' c (psi) 4000 Test Age Area (Days) 12.57 16 Hrs. 12.57 7 12.57 28 12.57 16 Hrs. 12.57 7 12.57 28 Load (founds) 42,500 56,000 Strength Fracture (1'SI) Type 3380 Cone 4460 Cone 40,000 3180 Cone 57,000 4530 Cone Remarks: Permit: 5911 _,. Pour of external walls began prior to final inspection of insidaLedges All rebar and WW mesh placed according to npproyed Fyn'. P.O. Oox 000 • Mount Vernon, WA 00271.07011 • (200) 024.7500 4050 Auiium Wn y' Noiib, ui'te $ � " I►tiiium; WA 00002 "� _' " "j700�'Atri•i707 GS DATE: 5 -1 -90 CLIENT: CONTRACTOR: MIX I . D.: A // OF YARDS: 20 of 27 MATERIALS TESTING & CONSULTING MAY 0 7 1990 COMPRESSIVE STRENGTH TEST REPORT C:il ,•,�,E ��, v LA i Northwest Hospitality Group Northwest Hospitality Group Pour. Location: 5th pour, 2nd floor SE corner PROJECT: FILE #: SUPPLIER: TICKET #: Damp n...xnk.L..'':r`N;'� Ur:PT. 9nnni -mi Miles Sand & Gravel Company 135458 TRUCK #: 124 Type: .x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water. Fly Ash Coarse AGO. #1. Coarse Agg. //2 Fi.ne ACS,. //1 Fi.ne Agg. //2 Admix //1 RH 1000 Admix //2 Pozz. Aclinix //3 Admix #4 Cyl inder I.D. 2604 2605 2606 2607 2608 2609 Cylinder. Diameter 4" r 4" 4" 4" 4" 611 30 1780 1440 7 5 oz /cwt Cylinder Height 8• 8" 8" 8" 8" 8" Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather. sunny Ambient Temp. 70 Concrete Temp. 65 Time Batched 11:45 Time Placed 1:05 Ai.r. Content Slump (inches) 3 5 Unit Weight (l.b /ft ) Yield Water Water Added (gals.) 0 Specified f'o(psi) 4000 Test Are Area (Days) 12.57 16 Hrs. Load Strength (founds) (1'SI) 42,500 3380 Cone Fracture Type 12.57 7 12.57 28 12.57 16 Hrs. 40,000 3180 12.57 7 12.57 28 Remarks: Permit: 5911 Jnappetnr. Pour of external walls began prior to final inspection of inside ()dim. A11 rebar and WW mesh placed aceordinG to aN o d ,� we ��n. Cone P.O. pox 309 • Mount Varnon, wn 90273.0309 • (209) 424.7590 4050 urn Aub flay Ninth, Saha 6 • Aul;urn; WA 90002 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: MATERIALS TESTING & CONSULTING May 5, Report MAY 10 1990 CF Y 1'LA t;N,i'• G DET 1 . 1990 #: 90001 -079 Re: Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the jobsite at 12:30 pm for a scheduled pour and deck inspection. All rebar and mesh for pour #18 was inspected. After the form was blown out with compressed air, it was ready for the pour. ARRIVED DISCHARGED SUPER ADDED WATER ADDED 1:20 pm 1:30 1:35 1:48 1:50 2:00 2:00 2:15 2:20 2:35 8 2:38 2:55 8 Rejected load 4:10 4:20 0 9 gallons 8 8 8 3 gallons The last bucket dumped from the truck arriving at 2:38 pm was segregated. The inspector was called to slump material that had already been placed. Due to segregation in the form, as placed, the material was not able to be tested for slump. The extent of the damaged mix was ascertained and 3 yards were removed from the form. A sample of the damaged mix (as placed) was retained for comparison and a 3" slump mud was added to the forms as replacement, 90 minutes later. The replacement material was placed, struck off and floated. If you have any questions concerning this report, or if M.T.C. can be of Please call us at (206) 850 -7797. any further assistance, Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears •Materials Engineer PO. Box 309 • Mount Vurnon, WA 00273-0300 • (206) 424-7560 4050 Auburn Way North, Suito 6 • Auburn, WA 08002 • (206) 050.7707 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: MATERIALS TESTING & CONSULTING tgq..rg Virq I -1 MAY 0 7 1990 ciTY pL4w., IVC, Cj ✓Ji May 1 , 199V`°• --_ ,,,�`6,�(• Report #: 90001 -070 Re: Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the jobsite at 11:45 am for a scheduled pour and deck inspection. Dowel bar substitute was added around the elevator shaft in the 3rd floor slab. ARRIVED 12:15 pm 12:20 pm 12:45 pm DISCHARGED 12 :51 pni 1:05 pm 1:20 pm 1:45 pm The 4th truck left the plant at 12:45 pm (batched at 12:32 pm). While pouring curbs on the 3rd floor slab, a truck was past 2 hours old. The City asked for the truck to be retested just as the last of the curbs were poured. No bonding agent was used on the first curb pour until. the City Inspector requested it. Only two heaters will be lit in each tunnel. Walls for the pour scheduled 5 -2 -90 were inspected as were any first floor shear walls that will be poured. The superintendant stated that no walls by the North stairs will be ready for the scheduled pour tomorrow. If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P.O. Box 309 • Mount Vurnon, WA 90273.0309 • (206) 424 -7660 4050 Auburn Way North, Suitt) 5 • Auburn, WA 90002 • (204) 050.7797 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek. Re: Gentlemen: MATERIALS TESTING & CONSULTING May 18 Report I:(I�Ij�.1j t MAY 2 21990 - #..:_. r�(��� Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector. David Lyal arrived at the ,jobsite at 1:00 pm for a scheduled pour and deck inspection for. pour # 28. All steel was found to be in place per approved plan. The walls for pour # 29 were inspected as well and found to be placed as per the drawings. ARRIVED 1:20 pm 1:35 1:45 2:05 2:27 2:30 DISCHARGED SUPER ADDED 1:30 1:15 2:00 2:20 2 :40 2:50 A set. of test cylinders and 2:30 pm.. The truck arriving at '2:27 contained only. 8 yards of concrete. 550 Ounces 550 600 550 400 525 WATER ADDED was obtained from the trucks arriving at.2:05'.pm. It you have any questions concerning this report, or if M.T.C.. any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P.O. Box 309 • Mount Vurrion, WA 118273.0308 • (206) 424-7560 4050 Auburn Way North, Suite 5 • Auburn, WA 08002 • (206) 850.7797 1. MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -18 -90 CLIENT: Northwest Hos ality oup CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 41 OF YARDS: 50 of 58 Pour Location: Pour # 28 walls & decks, PROJECT: MAY 2 21990 fiamptnn Tnn FILE 41: 90001- 103 SUPPLIER: Mites SAnd TICKET #:138058 TRUCK 41: 999 & Gravel Cnmpany 2nd floor shear walls & 3rd floor curbs Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. 412 Fine Agg. #1 Fine Agg. 412 Admix #1 Admix 412 Pozz. Admix 413 Admix 414 611 30 1780 1440 RH 1000 525 oz. /truck 5 oz. /cwt Cylinder Cylinder I.D. # Diameter 2857 2858 4" 2859 4,, Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather sunny Ambient Temp. 70 Concrete Temp. 68 Time Batched 2:05 Time Placed 2:50 % Air Content Slump (inches) 3 4 Unit Weight (lb /ft ) - -- Yield - -- Water Added (gals.) 0 Specified f'c(psi) 4000 Mortar Cubes SPECS Cylinder Test Age Load Strength Fracture Height Area (Days) (Pounds) (PSI) Type nu 12.57 An Hr_ 33,000_ 2630 Cone 8s, 12.57 12.57 Remarks: Permit 4I: 5911 Inspector: David Lyal , P.O. Dux 300 • Mount Vomonn WA 00273.0309 • (200) 424 -7600 4050 Aubum Way'Nor'iii, suiio'5 "" •Aubuin, WA 001i02 "'12606544i o7 DATE: MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 5 -18 -90 PROJECT: FILE /1: 90001- 102 MAY 22 1990 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 40 of 58 SUPPLIER: Miles SAnd P. Grav'1 f:nmpany TICKET #: 138046 TRUCK #: 141 Pour. Location: Pour 11 28 walls A darkq, 2vd floor shear walla & 3rd floor curbs Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. /11 Fine Agg. #2 Admix #1 RH 1000 Admix #2 Pozz. Admix #3 Admix #4 611 30 1780 1440 550 oz /truck 5 oz. /cwt Grout Cylinders Grout Prisms Cylinder Cylinder Cylinder I.D. # Diameter Height Area 2851 2852 2853 2854 2855 2856 t, a" 12.57 4" 8" 12.57 4" 8" 12.57 4" 4" 4,, 811 8,1 8" Remarks: Permit #: 5911 12.57 12.57 12.57 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather sunny Ambient Temp. 68 Concrete Temp. 65 Time Batched 1:30 Time Placed 2:20 Air. Content Slump (inches) 3 5 Unit Weight (1.b /ft ) Yield Water Added (gals.) 0 Specified f'c(psi.) 4000 Test Age Load Strength (Days) (Pounds) (PSI) 60 Hr. 36.500 7onn 7 28 60 Hr 7 28 38,500 3060 Inspector: David Laval Fracture Type Cone Cone Al 40,1 II • C , . • . P.O. D0x 900 • Mounl Vornon� YEA 00273.0901 • (200) 424 -7000 4050 Auburn *ay No tb, Sulte ti • Auburn, WA 00002 •.. (60j 050.7797 DATE: 4 -20 -90 MATERIALS . _ _ �_ _--:. TESTING 8c- -,', �, �: �.`v, ;,71, 7 cor\tSULTIr G: .- , 1 MAY 2 1.199g \., . 'coMrnESSlvr STnENGTl1 TEST RCP r:\ ., RT • PROJECT: 900�7:��58� : �"'�`� CLIENT! Northwest.`Ilospitality 'Group CONTRACTOR: Northwest ifospitality Group NIX I.D.: A 1/ OF YARDS: 50 of 60 ' FILE fit SUPPLIER: Mites Sand & •Gravel 'Company. TICKET //: 134395 TRUCK /1: '182 Pour Locations Pour /1 8, 2nd Floor walls & decks,, NE side • Types X Concrete Cylinders NIX P12OPOUTTONS Cement (Type 7: Water Fly Ash Conine ACg. 411 Coarse ACC. 412 Fine Atg. 41 Fine ACE,. #2' Aclrni.x 4/1 Admix 112 Admix 413 Admix 1/4 Cylinder 2477 2478 2479 2480 2481 2482 11111000 Pozz . Cylinder Diameter 1111 411 /1" 411 4" fornnr:lcn t Permit #i • • 611 30 1780 1440 5 oz. /100 wt Cylinder Height 8" 0.. 8" 8" Grout Cylinders Area 12.'57 '12.57' 12.57 12.57 '79_ S7 12.57 Grout,Prisms TEST P72OP ERTXES Fir CONDITIONS Weather Ambient Temp.. 65 Concrete Temp. Time Batched 2:20 Time .Placed 3:05 /. Air: Content Slump (inches) 'Unit Weight (1b /ft3) - -- Yirld Water Added (gals.) 3 Specified f'0(psi) , 4000 sun & rain 67 • • TesL .Ago (Days) 64 64 7 Hrs. Hrs. Load Strength (Pounds) (PSI) 46,500 3700 • 43,000 J420 52,000 4140 , 28 72,500 5770 28 71,500 5690 28 67,000 5330 5911 ' Xnspootor:: David j,yat Mortar. C • SPECS' Fracture Type Cone Cone Cone' Cone Cone Shear A11 rebar placed per approved drawings. P.o. flox 399. • Mounl Votnonl,WA R9 Y3•°3". �20QZAx�ly7Q00 ` �jk ''LS 7ESTiNG IIAAEI�IA & CONSULTING NORTHWEST HOSPITALITY GROUP 380 East Parlccenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: (MAY 21 1990 May 17, 119 901TY u: .r ;.+tr vv, ; Report #: 90'G.0THW#30F'T Re: Daily Inspection Report Hampton Inn Permit #: 5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the jobsite at noon for a scheduled pour and deck inspection for pour # 27. All steel was found to be in place per approved plan. The walls for pour # 28 were inspected as well and found to be placed as per the drawings. ARRIVED 12:20 pm 12:10 12:15 1 :00 1:10 1:55 2 :01 DISCHARGED SUPER ADDED WATER ADDED 12:35 600 ounces 12:50 550 1:15 500 1 :20 550 1 :45 550 2 :00 500 2:25 180 to 3 yards A set of test cylinders was obtained from the trucks arriving at 1:00 pm and 1:40 pm. The last truck contained only 3 yards of concrete. If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer RO, Box 309 • Mount Vurnon, WA 90273.0309 • (200) 424 -7680 4050 Auburn Way North, 8uito 6 Auburn, WA 90002 (200) 060.7707 DATE: CLIENT: CONTRACTOR: MIX I.D.: 41 OF YARDS: C r A.4.1,5- M�T�RIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 5 -17 -40 PROJECT: Namptnn Northwest Hospitality Group FILE #1 90001- 100 Northwest Hospitality Group SUPPLIER: Milps SAnd F. Gravp1 Cnmp.►_ A TICKET 41: 137860 57 of 63 TRUCK 41: 009 MAY 2 1 1990 Pt., ,, :t\IING_c� Pour. Location: Pour # 27 walls & decks, 3rd floor elevator walls & enrhs Type: R Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Line Agg. 411 Fine Agg. 412 Admix 411 Admix 412 Admix 413 Admix 014 RH 1000 Pozz. Cylinder Cylinder I.D. 1i Diameter 2837 2838 2839 2840 2841 2842 4" 4,' 4" 4" 4" 4" 611 30 1780 1440 Grout Cylinders _ Grout Prisms 550 nz. /truck 5 o7. /rwt Cylinder Height 8n 8„ 8„ 8" 81, Remarks: Permit #: 5911 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed % Air. Content Slump (inches) 3 5 Unit Weight (l.b /ft ) - -- Yield Water Added Adcled (gals.) 0 Specified t'e(psi) 4000 cloudy 70 68 12:30 1:20 Tent Age Area (Days) 12.57 16 Hr. 12.57 7 12.57 28 12.57 16 Hr. 12.57 7 12.57 28 Load (Pounds) 27,000 29,000 Inspector: Strength (rsI) 2150 11 0 Mortar Cubes SPECS Fracture Type Cone Cone David Lyal • • P.O. [lox 300 • Mount Vornon, WA 00273.03041 • (200) 424.7000 4000 Auliuni Wily �oilii; 8ulie 6 �" • " nubunn; WA 00002 : "' (6O fl 0. ?i07 DATE: CLIENT: Northwest Hospitality Ow:1p CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 1/ OF YARDS: 40 of 63 (- TESTING & I i,� MATERIALS CONSULTINGi NIAY 21 MO COMPRESSIVE STRENGTH TEST REPORT 5 -17 -90 PROJECT: Pour. Location: Pour 27 wa FILE 0: 90001- 99 SUPPLIER: Mi1ea SAnd fv (,ravp1 (:nmpany TICKET 11: 137854 TRUCK 11: 121 • Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type ) 611 Water 30 Fly Ash -" Coarse Agg. 411 1780 Coarse Agg. 412 Fine. Agg;. 411 1440 Fine Agg. 112 Admix 411 RH 1000 550 /truck Admix 112 Pozz. 5 oz. /cwt Admix 4{3 Admix 114 Cylinder Cylinder I.D. 11 Diameter 2837 2838 2839 2840 2841 2842 - 4" 4" - 4" - 4" 4" Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather cloudy Ambient Temp. 70 Concrete Temp. 68 Time Batched 12:30 Time Placed 1:20 7. Air. Content Slump (Inchon) 3 5 Unit Weight (lb /ft ) -- Yield -- Wat•er. , Addod (gals.) 0 Specified Pc(psi) 4000 Mortar Cubef SPECS Cylinder Teat Age Load Strength fracture Height Area (Days) (Pounds) (1'SI) Type ,_x•57 16 Hr. 27,000 2150 Cone 12.57 7 12.57 28 12.57 16 Hr. 29,000 2310 g„ g"• 8" Remarks: Permit #: 5911 12.57 7 12.57 28 Cone Inspector: David Lyal All rebar and mesh planed arnnrding to approvad plane. P.O. Box 300 • Mount Vnrnon, WA 00273.0309 • (200) 424.7500 4050 Aubum Way korl�i, 81:1!116'" A:ubi:rn, WA O002 'or 'OW 050•` »07 C C .�, ��� � a MATERIALS ,��J TESTING & CONSULTING coMrRESSIVE STRENGTH TEST REPORT DATE: 5 -16 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.1).: A 4/ OF YARDS: 20 of 29 PROJECT: Ramptnn 1 Tnn M/Y 21 1990 CITY (.. P FILE 4/: 90001-097 SUPPLIER: Miles SAnd tr Gravel rnmpany TICKET 4/: 137636 TRUCK #: 145 Pour. Location: Pour 26 walls &decks, 4th floo bay 3rd floor shear wall. SW end exterior stairwell wall, utility room pad Type: x Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. 412 Fine Agg. 411 Fine Agg. 412 Admix 411 Admix #2 Admix 413 Admix 414 RH 1000 Pozz. Cylinder Cylinder I.D. 41 Diameter 2826 2827 4„ 2828 4„ 2829 2830 2831 4" 4" 4" 611 30 1780 1440 700 oz /truck 5 oz. /cwt Cylinder Height S" 8" 8" 8u 8u Remarks: Permit 4/: 5911 Area 12.57 12.57 12.57 12.57 12.57 12.57 Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Teinp. 60 Concrete Temp. 65 Time Batched 12:09 Time Placed 1:10 % Ai.r. Content Slump (inches) 4 Unit Weight ().b /ft3) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load (Days) (Pounds) 16 Hr, 32,500 2590 Strength Fracture (1'SI) Type 7 28 16 Hr. 34,000 2700 7 28 Cone Cone Inspector: David Lyal All rebar and mesh planed acre rdirlg to approved plans. P.O. pox 300 • Mount Vorno::, WA 00273.0300 • (100) 424.7000 4050 llubui:i W i Koilii, Si:Ilo 8 ` • 'Auburn, WA 001102 • ` (2b0 060=1707 DATE: =ENT: CONTRACTOR: MIX I.D.: # OF YARDS: MATERIAL TESTING & CONSULTING 'COMPRESSIVE STRENGTII TEST REPORT . 4 -19 -90 PROJECT: 1lampton Inn . Northwest ;hospitality 'Group Northwest 146spitality Group `MiTWOO'. 1890 PILE SUPPt.xrR: Miles Sand & .Grave]. 'Compafiy • A TICKET //: 134299 40.of 56 TRUCK //: *120 Pour Location:, Pour //7, 2nd Floor W ails & Decks, . NF side Type: X Concrete Cylinders Grout Cylinders rizX rnoronTxoNS Cement (Type x ) Water Fly Ash Coarse Aga. //1 Conrse ACC. 4/2 Fine ARC. # /l. Fine: Aag. / /2' Admix 4/1 Adm 1.x #/2 Admix //3 Admix I/4 Cylinder I.D. i 2446 2447 2448 2449 2450 2451 2452 RH 1000 • Pozz. Cylinder Diameter 4" 4" '1 " • 411 4" 4" 4" 611 30 1780 1440 5 5 oz. /1Q0 wt Cylinder Height Area 12.57 ' 12.57 ' 8n .Dn 8.. 8" 8.. R" flwnnrka: Permit #s 5881 , 5911 12.57 12.57 '1 ?_57 12.57 12 q7 Grout, Prisms TEST PROPERTIES & CONDITIONS Weather rain /overcast Ambient Temp.. 65 •. Concrete Temp. 68 Time batched 2 :33 Time .Placed 3 :30 Z Air Content - -- Slump (inches) 5 'Unit Weight (lb /ft3) - -- Yield Water. Added (gals.) 10 Specified Cc(psi) , 4000 Test Age Load ' Strength (Days) (Pounds) (PSI) 16 Hrs. 1„_ 9_„_,__000 16 Ars. 1520 20,000 1600' 16 Arm, 21,000 16811 7 38,500 106n 28 54,000 4300 28 55,000 4380 60,000 4770' 28 Tnopootor, David'Lyni Mortar Cube t+ o SPECS'' Fracture Type re n.. Cone Cone Cone Cone ' Cone' Cone All rebar planed per approved drawings. P.O. ,lox 300 • Mount Vernon, WA 00273.0300 • 200 424.7500 note 1iui:urn Wey lorlli, Tulin G " • Auhurn; •WA oodo • 'TT610 dt6.fy07 DATE: CLIENT: Northwest HospitAj ity Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 1/ OF YARDS: 31 of 31 s -lc -c:n MATERIALS ,' !`j`�!► ';ICI TESTING & CONSULTING { MAY 18 1990 COMPRESSIVE STRENGTH TEST REPORT Pour. Location: Pour # 25 3rd floor, 2nd floor PROJECT: Nampfnn inn Fil,E 1/: 90001— ngS SUPPLIER: TICKET 1/: TRUCK 11: Mi1pn SAnd & Graval Company 137417 010 shear walls. 4th floor curbs Type: g Concrete Cylinders MIX PROPORTIONS Cement (Type Water Fly Ash Coarse Agg. #1 Coarse Agg. 112 Fine Agg. 1/1 Fine Agg. 112 Admix #1 RH 1000 Admix 112 Pozz. Aclinix 113 Admix 114 Cylinder I.D. # 2798 2799 2800 2801 2802 2803 Cylinder Diameter G" G" 4,' 4" 4" 4" 611 30 1780 1440 Grout Cylinders Grout Prisms Cylinder Height Area 12,57 p" 8" 8" 8" 8" 8" Remarks: Permit 11: 5911 12.57 12.57 12.57 12.57 12.57 Mortar Cube: TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 68 Concrete Temp. 68 Time Batched 12:19 '1'inie Placed 1:22 % Ai.r. Content Slump (inches) 5 Unit Weight (1b /ft3) Yield Water Added (gals.) 0 Specified Pc(psi) 4000 Tent Age Load (Days) (rounds) 16 Hr. Strength Fracture (PSI) Type 34,000 2710 Cone 7 28 16 Hr. 32,000 2550 7 28 Inspector: David Lyal Cone • P.O. pox 300 • Mount Vornon, WA 002T3•03011 • (200) 424.7000 nosy riuliui:i Wily Noriii; Sidio 6 .. • .Tiuiliurn, WA 0002 •"' o0 604197 DATE: 5 -9 -90 CLIENT: CONTRACTOR: Northwest Hospitality Group jjJ � � MATERIALS TESTING & CONSUI.TIN COMPRESSIVE STRENGTH TEST REPORT Northwest Hospitality Grnt MIX I.D.: 4 11 OF YARDS: 65 yards Pour Location: PourJ121. 1st pour 3rrI floor PROJECT: FILE 11: SUPPLIER: Miles SAnd f,. Graval Company TICKET #: 136541 TRUCK 11: 182 Type: X . Concrete Cylinders MIX PROPORTIONS Cement (Type __.. Water Fly Ash Coarse Agg. #1 Coarse Agg. 112 Fine Agg. 111 Fine Agg. 112 Admix 111 Admix 112 Admix 113 Admix 1141 RH 1000 Pozz. Cylinder Cylinder I.D. # Diameter 2699 2700 2701 4', 4', 611 30 1780 1440 725 oz. 5 oz. /cwt. Grout Cylinders Grout Prisms Cylinder Height Area 12.57 12.57 12.57 Remarks: Permit #: 5911 TEST PROPERTIES & CONDITIONS Weather sunny Ambient Temp. 75 Concrete Temp. 70 Time Batched 2:28 Time Placed 3:30 Z Air Content Slump (inches) 4 Unit Weight (lb /ft3) Yield Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load (Days) (Pounds) 1A Hr 40,000 7 42,000 28 Strength (PSI) 3160 3340 inspectors David Lyal Mortar. Cubes SPECS Fracture Type Cone Cone All rebar and mash ¢head annnrding to approved plans. P.O. Box 300 • Mount Vernon, WA 00273.0300 • (200) 424-7500 4060 Aubum Woy`Fioilii, Suite'6 "� µ Auburn, WA 001102 b0) fl • 707 DATE: CLIENT: CONTRACTOR: MIX I.D.: 11 OF YARDS: MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 5 -9 -90 Northwest Hospitality Group Northwest Hospitality Group A 35 Pour Location: Pour #21, 1st pour 3rd floor MAY 18 1990 PROJECT: gamrtnn Tnn FILE 11: 90001- (IBA SUPPLIER: Milpa SAnd TICKET #: 136526 TRUCK 11: 108 & Gravp1 (;nmpany Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. 112 Admix #1 RH 1000 Admix 112 Pozz. Admix 113 Admix #4 Cylinder Cylinder I.D. # Diameter 2693 4„ 2694 2695 2696 2697 2698 4" 4" 4" 4,' 4" 611 30 1780 1440 650 5 n7./put Grout: Cylinders Grout Prisms Cylinder Height Area 12.57 TEST PROPERTIES & CONDITIONS Weather gunny Ambient Temp. 75 Concrete Temp. 68 Time Batched 1:13 Time Placed 2:20 Air. Content Slump (inches) 3 4 Unit Weight (lb/ft ) Yield Water Added (gals.) 3 Specified f'c(psi) 4000 Mortar Cubes SPECS Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Hr. 23.00Q 1830 ,Shear -_ILL___ 12.57 7 55,000 4380 Cone 8" 12.57 28 8" 12.57 16 Hr. -_ILL--_ 12.57 7 8" 12.57 28 Remarks: Permit 11: 5911 33.00Q 2600 j:nne 35,000 2780 Cone Inspector: David Lyal All rebar and mphh p1nrad aennrd4pg to approved plans. P.O. Box 309 • Moun1 Varnon , WA 00273 -0309 • (200) 424.7500 4050 Auburn Wey'i�o'itli, Sulte 5 - - Auburn, WA 00()02 -• . l20df .050.7707 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: \ !. MATERIALS TESTING & CONSULTING May 10, 1990 Report #: 90 Re.: Daily Inspection Report Hampton Inn Permit #: 5911 Lh■ I`0-(+9) 1cl.! \!!/l 1 MAY 16 1990 01=087 .Submitted herewith is the MTC Daily Inspection Report of the referenced Project. Inspector.David Lyal arrived at the ,jobsite at 1:00 pm for a scheduled. pour and deck inspection for pour. # 22. Walls for pour # 23 were also inspected as were the walls on the 2nd floor of the North stairwell. ARRIVED 1 :25 pm. 1:45 2:10 2:25 2:55 3:10 DISCHARGED 1:35 2:00 2:20 2 :40 3:10 3:25 SUPER ADDED WATER ADDED 780 ounces 845 780 750 800 600 Cylinders were obtained from the trucks arriving at 2 :10 pm and 2:55 pm. If you have •any . questions concerning this report, or if M.T.C. any further assistance, please call us at (206) 850-7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P,O, Box 309 • Mount Vun►on, WA 90273.0309 (206) 424.7660 4060 Auburn Way North, SOO 6 • Auburn, WA 00002 • (200) 060 -7797 .111‘,111' NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: Submitted herewith is the MTC Daily inspection Report of the referenced project. Inspector David Lyal arrived at the jobsite for a scheduled pour and deck inspection for pour # 25. All steel was found to be in place. The walls for pour # 26 were inspected as well as the exterior wall for SW stairwell on the 3rd floor. RBI p BD MATERIALS TESTING MAY 17 1990 CONSULTING _ ury of. WO LA May 15, 10O Dun. Report #1716001-094 Re: Daily Inspection Report Hampton Inn Permit #: 5911 ARRIVED DISCHARGED SUPER ADDED WATER ADDED 12:20 pm 12:40 715 ounces 12:35 1:05 700 12:50 1:15 600 •••• 1.11 A set of test cylinders was obtained from the truck arriving at 12:50 pm. If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850-7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer . . P,O. Box 309 • Mount Vornon, WA 982730309 • (206) 424-7560 4050 Auburn Way North, Suit° 5 • Auburn, WA 98002 • (206) 650-7797 DATE: C1�1 LJ�J J MATERIALS TESTING & CONSULTING • 1990 5-14-90 STRENGTH TEST REPOR1 MAY 1 5 -14 -90 PROJECT: Impilni;tt„fl • 90001-0%2-- CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.1).: A 11 OF YARDS: 30 of 46 SUPPLIER: Miles SAnd & GravP1 (:nmpany TICKET 11: 137241 TRUCK 11: 109 Pour Location: 3rd floor pour # 24, 2nd floor shear walls (1st 3 on SW end) and 4th flooe curbs rr Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. 111 Coarse Agg. 112 Fine Agg. #1 Fine Agg. #2 Admix 111 RH 1000 Admix 112 Pozz. Admix 113 Admix #4 Grout Cylinders Grout Prisms Mortar. Cubes TEST PROPERTIES & CONDITIONS SPECS 611 Weather overcast 30 Ambient Teinp. 65 Concrete 'Temp. 68 1780 Time Batched 1:36 Time Placed 2:20 1440 % Air. Content - -- Slump (inches) 3 4 575 oz. /Truck Unit Weight (l.h /ft ) Yield Water Added (gals.) Specified f•c(psi) 4000 Cylinder Cylinder Cylinder I.D. # Diameter Height Area 2768 t" a 12.57 2769 4" g"" 12.57 4" 8" 12.57 4" 8" 12.57 2770 2771 2772 2773 4" 4" 8" Remarks: Permit #: 5911 12.57 12.57 0 Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Hr. 18,000 1430 Cone 16 Hr. 17,000 1350 Cone 28 16 Hr. 17,000 1350 7 28 Inspector: David Lyal Cone All rebar and mesh pla(Prl annnrdinC to approved plans. P.O. fax 300 • Mount Vornon, WA 0027:-030' • (200) 42477500 4050 Auburn Way North, Sulto 5 • Auburn, WA 000h12 .. (200) 050.7707 �J J NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: 0 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the ,jobsite at 12:45 am for a scheduled pour and deck inspection for pour # 24. MATERIALS Ii' i 1�r, 1, TESTING & MAY 17 1990 CONSULTIN �l;a May 14w .199V r,.., -"' _ Report'" # :' 0-1x-093 Re: Daily Inspection Report Hampton Inn Permit #: 5911 ARRIVED 1:20, pnr 1:35 2:08 2:35 3:03 DISCHARGED SUPER ADDED WATER ADDED 1:40 pm 650 ounces 1:50 600 2:20 . 575 2:45 500 3:10 260.2 A set of test cylinders was obtained from the truck arriving at 2:08 pm. The truck arriving at 3 :03 pm delivered material used only for shear walls and curbs. The walls for pour # 25 were insPected today. If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer N.O. Box 309 • Mount Vornon, WA 00273 -0300 • (200) 424 -7500 4050 Auburn Way North, Suito 6 • Auburn, WA 00002 • (208) 850-7797 DATE: 4 -17 -90 I1/I,l:rEEFILAL s 1 TESTING 8c M ',. � MAY �� CONSULTIN+V+G. ;' • coMrnEssxvr STRENGTH TEST REPORT- -..'; ._w.� _._:��.w : �_ w CLIENT: Northwest.`Hospitality 'Group CONTRACTOR: Northwest hospitality Group MIX ID.: 4000 p.i PPa (;ravP1 11 OF YARDS: 10 of 22 • X'our Location: Level 1 tunnel liner pour. PROJECT: Hampton Irin . ' • t PILE //: 90001 -054. • • ' ' SUPPLIER: Miles Sand & •Gravel 'Compahy. TICKET //: 134002 TRUCK #: '144 i,i nP A & r, Lino 4 R 5 • Type: X Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type I Water Fly Ash Coarse AGG. #1 7/$' Coarse AGG• 412 Fine AGG. 411 Line AGg. / /2' Admix #1 Pozz. 5 Admix 112 RH1000 . 5 Admix 413 Admix 414 Cylinder Cylinder 1.D. # Diameter 2429 411 2430 14" 2431 2432 2433 411, ' 1o" 4" 2434 4" 611 1780 1440 oz /100 w Gal. Cylinder Height 811 .Rn 8" Remarks: Permit #i 5881 , 5911 Grout. Prisms Mortar. Cube TEST PROPERTIES & CONDITIONS Weather Ambient Temp.. Concrete Temp. Time Hatched . Time .Plnced X Air Content . Slump (inches) 3 4 -8k 'Unit Weight (lb /ft ) Yield Water, Added (gale.) 0 Specified ec(pai) . It rain 50 •65 12:15 1:00 Test Age Area (Days) 12.57 16 Ars. ' 12.57 ' 16 Hrs. 12.57 7 12.57 '17_57 12.57 28 28 4000 Load ' (rounds) 23,050 SPECS' ' ' :.. Strength Fracture (rsx) Type . 1830 Shear 2A i'n 2080 53,500 4260 72,000 5730 72,000 5730 69,500 5530 Inspector: David'Lyal rnnP Cone Cone Cone Shear • All rebar plaood per approved drawings. P.O. flex 309 • Mount Vornont WA 00273.0309 • (200 424.7600 •. nog 7li:fiurn Winf tlorUi;'flufln A " • " Aulniin, Wn oodo " • 8'iij dbd.flo7 DATE: 5 -8 -90 ILJ'Th MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT ( PROJECT: mrrnn Th py FILE #: 90001- 081 CLIENT: Northwest Hospitality Grrntp CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 30 of 43 SUPPLIER: TICKET #: 136335 TRUCK #: 142 L . . Pour Location: Pour # 20, 2nd floor walls & decks, 2nd floor elevator shear walls & 3rd floor curbs. Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) 611 Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 RH 1000 Admix #2 Pozz. Admix #3 Admix #4 30 1780 1440 90 oz. 5 oz. /cwt Grout Cylinders Grout Prisms Cylinder Cylinder Cylinder I.D. # Diameter Height Area 2687 G.. R" 12.57 2688 4" 8" 12.57 2689 4" 8" 12.57 2690 4" 8" 12.57 2691 4" 8" 12.57 2692 _ 4" __ILL_ 12.57 Remarks: Permit #: 5911 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather sunny Ambient Temp. 75 Concrete Temp. 67 Time Batched 1:24 Time Placed 2:35 % Aix Content Slump (inches) 3 3 Unit Weight (].b /ft ) - -- Yield - -- Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Hrs 40,000 3180 Cone 7 45,500 3620 Cone 2R 16 Hrs. 19,000 110n Cone 7 43.000, 3420 (Irmo 28 Inspector: David Tyal All rebar and mesh plaepd arnnrtipg to approved plans. P.O. fox 309 • Mount Vernon, WA 00273 -0309 • (200) 424.7500 4050 Auburn Way Fjortii, SuiIo ti • Auburn, WA 0A002 • 126t► d .1797 DATE: CLIENT: CONTRACTOR: MIX I.D.: 11 OF YARDS: 5 -10 -90 Northwest Northwest A MATERIALS 1, TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECTS Hampton Hospitality Group FILE #: 90001= 89 Hospitality Group 50 of 61 Pour Location: •• MAY 1 G 1,990 rnr /ILA .'EPT. SUPPLIER: Miles SAnd & GravP1 Cnmpany TICKET 11: 136771 TRUCK 11: 012 •. Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. 111 Fine Agg. #2 Admix 111. Admix 112 Admix #3 Admix #4 RH 1000 Pozz. Cylinder Cylinder I.D. # Diameter 2751 _,• 2752 4„ 2753 4„ 611 30 1780 1440 Cylinder Height R •• gn g•• Remarks: Permit #: 5911 Grout Cylinders Grout Prisms TEST PROPERTIES & Weather Ambient Temp. Concrete Temp. Time Batched Time Placed x Air Content Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) 0 Specified f •c(psi) 4000 Mortar Cubes CONDITIONS SPECS overcast 70 65 2:18 3:10 Test Age Area (Days) 12.57 16 Hr. 12.57 7 12.57 28 Load (Pounds) 36,000 Strength Fracture (PSI) Type 2860 Cone Inspector: David Lval All rebar and mesh pl *pad wnnnr114ng to approved plass_ P.O. Box 309 • Mount Vernon! WA 00273.0309 • i200) 424-7500 X060 Aubum Way`No'ilfi;�ails ": r.. si MATERIALS TESTING & CONSULTING AY 10 1990 COMPRESSIVE STRENGTH TEST RETORT DATE: 5 -10 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 30 of 61 ( PROJECT: raRll��ifl G (;'.___ . Hamptnri- Trip • FILE 11: 90001-88 SUPPLIER: Mi1PR SAnd & Gravp1 nnmpany TICKET 11: 136750 TRUCK 11: 183 Pour Location: Pour 11 22, 3rd floor walls & decks, Last 3 2nd floor shear walls Type: g Concrete Cylinders Grout Cylinders Grout Prisms Mortar Cubes MIX PROPORTIONS TEST PROPERTIES & CONDITIONS SPECS Cement (Type ) 611 Weather overcast Water 30 Ambient Temp. 70 Fly Ash Concrete Temp. 65 Coarse Agg. 111 1780 Time Batched 1:31 Coarse Agg. 112 Time Placed 2 :20 Fine Agg. 111 1440 % Air Content Fine A. 112 Slump (inches) 3 4 Admix 111 RH 1000 780 oz /truck Unit Weight (lh /ft ) - -- Acl:nix 112 Pozz. 5 oz. /cwt. Yield - -- Admix 113 Water Added (gals.) 0 Admix 114 Specified f•c(psi) 4000 Cylinder Cylinder Cylinder Test Age Load Strength Fracture I.D. 11 Diameter height Area (Days) (Pounds) (PSI) Type 2745 4" _Mt.__ 12.57 16 Hr. * 4 2746 - 4" 8" 12.57 7 * 2747 4" 8" 12.57 28 * 2748 - 4" 8" 12.57 16 Hr. 30,500 2430 ) Cone 2749 4" 8" 12.57 7 2750 4" 8" 12.57 28 Remarks: Permit #: 5911 C linders 2745 • • Inspector: David Lval ...n • • - 1. be resorted. P.O. Dox 309 • Mount Vomon, WA 00273.0309 • (200) 424.7500 AObO Autiuin Woy �iorlli, Sulto 6 Auliuni, WA 0110112 - • "0661 050.7707 • �!I MATERIALS r TESTING B ; GONSUI..TIN 'COMPRESSIVE STRENGTH TEST REPORT DATE: 4 -16 -90 CLIENT: Northwest.`Flospitality 'Group . CONTRACTOR: Northwest Hospitality Group MIX 1. h.: 3/8 Pea Gravel. 1l OF YARDS: 2Q of 40 'i MAY 1 G 1990 • PROJECT: ;FIG tc0;11 ...,,. ... PILE ill 90 01=053-- SUPPLIER: Miles Sand & •Gravel 'Company. TICKET 11: 133948 TRUCK 11: '010 PoUi Location: 2" from Docks and•wa31s at elevator • io Type: X Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type I ) tJnter Ply Ash Conrno A60. 1l1 Conrse Aga. 1l2 Fine Agg. 01 Fine Aar. 112' Admix 1/1 Rff'1000 Adnl i.X U2 Pozz Admix 1l3 Admix 114 Cylinder T.D. 11 2399 2400 2401* 2402 2403 2404 Cylinder Diameter 4" 4" 4 "' 4" tu 4" 611 30. 1780 1440 5 5 oz /100 wt. Cylinder Height 8" .811 OD 8" 8.. Itamnrka: Permit //: 5881 , 5911 Area 12.57 '12.57' 12 :57 12.57 '17 57 12.57 Grout,Prisms TEST PROPERTIES & CONDITIONS Weather sunny Ambient Temp.. 75 Concrete Temp. 68 • Time Batched 12:20 Time .Plneod 1:20 7. Ai.r. Content 7-- Slump (i.nchen) '4 'Unit Weight (lb /ft3) - -- Yielcl - -- Wnt :er Added (Gain.) + 4 Specified f'c(psi) 4000 Test Age Load Strength (Days) (Pounds) (PSI) . 16 Hrs. 23,000 1830 16 Hrs. 23,000 1830 7 7 28 28 *C lie._ c -. : bad 1 • • • r • 62,000 79.000 80,000 49•n 6360 xnepeotor t David 'i,yal Mortar. Cut . SVECS ' " • Tracturo Type , Shear Shear Novo ennp Cone • A11 rebar planed per approved drawings. P.0, [lox GOO • Mount Vomit, WA 00273.0301 • (4424.7600 non5 Aiir,um 1Nny' Hor16 ;1 lI%e l " • duhtiiti, WA ondo;t" •"""/2611 dI fl Ei o7 MATERIALS r - -_ TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -7 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.A.: A # OF YARDS: 30 of 58 Pour Location: Pour #19, 2nd Floor walls & decks & SW Stairwell #1 walls Virk [NAY ( 1 G 1990 JF PROJECT: Flamptnn_ Tnri\NJN!; n►=PT FILE 41: 90001- 081 SUPPLIER: Milps SAnd & (;ravp1 rnmpany TICKET #: 136165 TRUCK #: 012 Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. #2 Fine Agg. #1 1440 Fine Agg. #2 Admix 411 RH 1000 6 Admix 412 Pozz. 5 oz. /cwt Admix 413 Admix #4 Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather drizzle Ambient Temp. 67 Concrete Temp. 65 Time Batched 1:15 Time Placed 2:10 Air Content Slump (i.nches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) Specified C c(psi) 4000 0 Cylinder Cylinder Cylinder Test Age I.D. # Diameter Height Area (Days) 26.8 AdL p" 12.57 24 Hr. 2679 4" 8" 12.57 7 2680 4" 8" 12.57 28 2681 4" 8" 12.57 24 Hr. 2682 4" 8"" 12.57 7 2683 4" 8" 12.57 28 Remarks: Permit #: 5911 Mortar Cubes SPECS Load Strength Fracture (Pounds) (PSI) Type 37,000 2940 Columnar 56.000 4460 (nnp 39.000 1100 45,000 9sgn Inspector: David Lyal rn1mmnar Conn 511 rebar and mesh planpri annnrriing to app+-AUar�. r P.O. Dox 309 • Mount Varnon, WA 00273.0309 • _ (200) 424 -7500 5060 A:ibuin W:y oilii, Sullo 6 - Auburn, WA 011002 -., /MO 550.7707 MATERIALS TESTING & CONSULTIN COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -7 -90 CLIENT: Northwest Hospitality Grnnp CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 41 OF YARDS: 50 of 58 IMAY1G 1990 1 \ PROJECT: Hampton yInn FILE #: 90001-0R2 SUPPLIER: Miles SAnd & GravPl (;nmpany TICKET #: 136170 TRUCK 41: 013 Pour Location: Pour #19, 2nd Floor walls & decks & SW Stairwell 01 walls Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) 611 Water 30 Fly Ash Coarse Agg. 411 1780 Coarse Agg. #2 Fine Agg. #1 1440 Fine Agg. #2 Admix #1 RH 1000 6 Admix 412 Pozz. 5 oz. [cwt Admix #3 Admix #4 Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air Content Slump (inches) 3 4 Unit Weight (l.b /ft ) --- Yield cloudy 74 65 2:09 2:50 Water Added (gals.) 0 Specified f•c(psi) 4000 Cylinder Cylinder Cylinder Test Age Load Strength I.D. 0 Diameter Height Area (Days) • (Pounds) (PSI) 2684 42 gi, 12.57 24 Hr. 36,000 2RF0 2685 4" 8"' 12.57 7 42,000 3340 2686 4" 8" 12.57 28 Remarks: Permit #: 5911 Mortar Cubes SPECS Fracture Type rowan -&- .Shea• Cone Inspector: David T.ya1 All rebar and mesh plaePd arrnrdine to a►pprovad plans. P.O. Box 309 • Mount Vernon, WA 00273.0309 • (.200) 424.7500 4050 AAuburn Wavy Noith, sulto'5 "' �'- Aubum; WA 0fl 02 • TiOdj O O -fl97 �J J MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -1 - -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 30 of 50 (MAY 16 1990 �. PROJECT: Hampton'" trio....., -. - FILE #: 90001 -90 SUPPLIER: Miles SAnd & Gravel Cnmpany TICKET #: 136953 TRUCK #: 149 Pour Location: Pour # 23 3rd floor & 2nd floor stairwell_Dn North end Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 1780 Coarse Agg. #2 Fine Agg. #1 1440 Fine Agg. #2 Admix #1 RH 1000 700 oz /truck Admix # {2 Pozz. 5 oz. /cwt. Admix ,113 Admix #4 611 30 Grout Cylinders Grout Prisms Cylinder Cylinder Cylinder I.D. # Diameter Height Area 2739 Lel __at__ 2740 4" 8" 2741 2742 2743 2744 4" 4" 4" 4" 8" Remarks: Permit #: 5911 12.57 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed % Air Content Slump (inches) 3 4 Unit Weight (l.b /ft ) - -- Yield sunny 75 70 1:18 2:05 Water Added (gals.) 0 Specified f'c(psi) 4000 Mortar Cubes SPECS Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Hr. 39 000 3100 Cone 7 28 16 Hr. 7 28 43.000 3420 Cons Ingpectorl David i.yal All rebar and mesh planad ancnrAing to approved plans. P.O. Box 309 • Mount Vernon, WA 09273.0304 • (200) 424.1560 4050 Aubum W1yy14 rt i, Sulte 5 Aubuin, WA 90002 -� 7100) 050.7797 DATE: MATERIALS ERIALS TESTING G a CONSULTING. 71SUL■ Ia T`' G. ' COMPRESSXVE STRENGTH TEST REPORT 5 -2 -9(] PROJECT: Ham CL/ENT: Northweet.'Hoepitality *Group CONTRACTOR: Northwest I#ospitality Group MIX Z.D.: A 4/ OF YARDS: 10. of 34 MAY o 7 i990 : • t I"TY t ti- 'I ,.r:. i+•LA t:AS'!r xid,t G •DE ?T.' PILE fit 90001 -072. SUPPLIER: Miles Sand & •Gravel 'Company TXCKET 11: 135591 TRUCK 1/: 132 " .. POUT Locations Pour 1116. 2nd £lnnr•wa11s and dp'kA • Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. 111 Pea'. Coarse Agg. 112 Pine Agg. 411 zinc Agg. 1/2' Admix Ill Admix 1/2 Super 5 611 . 30 0' 1780 1440 '•Pozz. 5 oz. /cwt Acl:nix 113 Admix 1/4 Cylinder I.D. 1/ 2613 2614 2615 2616• Cylinder Diameter 4": 411 4" • 4" • Cylinder Height 811 8" .. 'B"" Remarks: Permit #e 5911 Grout Cylinders Area 12.'57 • 12.57 12.57 12.57 Grout,Prisms Mortar. Cub TEST PROPERTIES & CONDITIONS SPECS ' ' Weather cloudy Ambient Temp., 58 Concrete Temp. Time Patched Time .Placed Z Air Content Slump (inches) 'Unit Weight (lb /ft3) Yield Wnter Added (gals.) Specified f'0(psi) , 4000 60. . 11:50 11 :4U 4' - 8 Test.Age (Days) 16 Hrs. 7 '28. 28 Load (Pounds) 40 ►500 Strength Fracture (PSI) Type 3220 ('.nn inspeotort Scott.C. Moore All rebar planed per approved drawings. • P.O. u Dog 1key Mount o�montWi i 0027WA tondo "".2000 4124 dGd :ttor DATE: lb 0 MATERIAL TESTING & CONSULTIN 'COMPRESSIVE STRENGTH TEST REPORT 5 -2 -90 CLIENT: Northwest.'Hospitality 'Group CONTRACTORt Northwest Hospitality Group MXx X.D.: A if/ OF YARDS: 29 of 34 • POUT Location: Pour #16. 2nd 1 nnr •Wa i 1 a anti riar1 s FILE #1 MAY 07 1.990 • 90'.010`D43. --_. _. ,:,�.. . ' SUPPLIER: Miles Sand & •Grave]. 'Company • TICKET #t 135598 TRUCK 4l: '135 !,Type t X Concrete Cylinders MIX PROPOILTXONS Cement (Type 1 ' ) .i4atar Ply Ash Coarse Agg. 111 Course Agg.' #2 rine Ago. #1 F&na Aar.. 412' Admix 4l1 Admix 412 Admix //3 Admix 4/4 Cylinder /.D. # 2617 2618 2619 2620 Pozz. Super 5 611 30 0 • 1780 1440 5 oz. /cwt Cylinder Diameter 4" 4" 4111 Cylinder. Height 8" .8u 8" Romnrlcn: Permit #i'591,1 Grout Cylinders Grout,Prisms ' Mortar•Cubc Area 12.'57 ' • 12.57 ' 12 :57 12.57 TEST PROPERTIES Weather Ambient Temp., Concrete Temp. Time Batched Time •Placed Air Content Slump (inches) 'Unit Weight (lb/ Yield & CONDITIONS cloudy 60 65 • 12:05 1:05 it3)7�- 8 Water, Added (gals.) 5 Specified f'c(Pai) 4000 Tes t .Age Load ' (Days) (rounds) 16 Hrs. 39,000 7' '28. 28 Ins actor: Strength (rsx) 3100 SPECS.' rraoture Type ,• ,Cone All robar plaoed per approved drawings. P.O. pox 000 • Mount Valiant WA 0027a•030R + 1200 lZ4•7500 nova Auriu:n Wey�lorlli; iulfn d • " A hiini, WA ondo;t • ` d'nj dittr /07 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 . Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: MATERIALS TESTING & CONSULTING May 3, Report 44! Wi MAY 0 7 1990 99_ MAY ova .674a ;;via P.. AN'N! NG DEPT... Re: Daily Inspection Report Hampton Inn Permit ".` 3 5911>;, Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the jobsite at 12:45 am for a scheduled pour and deck inspection. One #7 bar was missing from the NE side. After it was placed, testing of the ready mix trucks began. ARRIVED 1:15 PM 1:30 2:00 2 :10 2:25 2:47 •DI SCIARGED 1:40 PM 1 :50 2:10 2:20 2:40 2:55 SUPER ADDED WATER ADDED 8 Gallons 7 6 6 8 5 0 Gallons 0 0 3 0 0 Cylinders were obtained from the trucks arriving at 2:00 pm and 2:25 pm. Unused material from the truck arriving at 2:47 was used for curbs on the 3rd floor along the South East end. If you have any questions concerning this report, . or if M.T.C. can be.of any further assistance, please call us at (206).850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer N.U. pox 309 • Mount Vuinon, WA 00273.0309 • (206) 424 -7660 4050 Auburn Way North, Suito 6 • Auburn, WA 00002 • • (206) 050 -7797 DATE: 4 -27 -90 CLIENT: CONTRACTOR: Northwest Hospitality Group MIX I.b.: A �yJ MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT Northwest Hospitality Group # Of YARDS: 29 of 47 Pour Location: 3rd Pour on 2nd floor walls MAY 07 1990 64Y Y tie i f: ! Li\ PLAMl;NC DEPT. PROJECT: Hampton Inn FILE 41: 90001 - Q65 SUPPLIER: Miles Sand & Gravpl enmpany TICKET #: 135032 TRUCK 41: 127 & decks Type: X Concrete Cylinders MTX PROPORTIONS. Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. 112 Admix 411 RH 1000 Admix #2 Pozz. Admix #3 Admix #4 Cylindet Cylinder x.D. # Diameter 2556 4" 2557 .4" 2558 4" 611 30 1780 1440 7 5 oz. /100 wt. Cylinder Height 8" 8„ 8„ Grout Cylinders Grout Prisms TEST PROPERTIES Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air. Content Slump (inches) 3 4 Unit Weight (1h /ft ) - -- Yield - -- Water. Added (gals.) 0 Specified L•'c(psi) 4000 & CONDITIONS rainy 55 60 1:05 2:00 Mortar Cubes SPECS Test Age Load Strength Fracture Area (Days) (Pounds) (PSI) Type 12.57 16 Hrs. 38,500 3060 Cone 12 :57 7 38,500 3060 Shear 12.57 28 Remarks: '< Permit # 5911 Tnsp tnr: IIav3 d Lya l All rebar. and W.W. mesh placed according to approved plans. P.O. Doe 309 • Mount Vernon, WA 00273 -0309 • (200) 424.7600 4050 Au °urn Wiy Nui11i;' uile'b`' — 'AiiGiiiii; WA 00d02' "I' 12601166 :T707 MATERIALS TESTING 8( CONSULTING COMPRESSIVE STRENGTH TEST REPOT HATE: 4 -27 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.H.: A // OF YARDS: 39 of 47 PROJECT: • e 1 • ♦ I MAY 07 1990 Y t'F 'I• Vii:vvILJ_\ FILE 4/: 90001- 056 SUPPI..T ER : Jyi] es Sand & Grnvel enmp ny TICKET 1/: 135036 TRUCK #: 137 Pour Location: 3rd Pour on 2nd Floor walls • decks Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. //1 Coarse Agg. #/2 Fine Agg. #1 Fine Agg. 4/2 Admix #/1 RH 1000 Admix //2 Pozz. Admix 4/3 Admix 4/4 Cylinder 1.D. 11 2559 2560 2561 Cylinder Diameter 4" 411 411 611 30 1780 1440 5 oz. /100 wt. Cylinder. Height 8" 8" Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air. Content rainy 55 60 1 :15 2:25 Slump (inches) 3 4 Unit Weight (1h/ft ) - -- Yield - -- Water Added (gals.) Specified Pc(psi) 4000 Test Age I..oad Strength Area (Days) (Pounds) (PSI) 12.57 16 Hrs. . 1A,sno 3060 12.57 7 47,500 3780 8" 12.57 28 Mortar Cubes SPECS Fracture Type Cone Cona Remarks: -'Permit ° # °`591T :' Tnsnento . flaw ..L3ra3 All rebar and W.W. mesh placed according to approved plans. P.O. pox 309 • Mount Vernon, WA 00273.0300 • 4050 nuiiurn "Wey Noiifi;' iiiio 0 "'r "Auiiii�ii; WA 90002 (200) 424-7500 ;.--1260-11104-797 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -3 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 30 of 57 Pour. Location: Poiir # 17, 2nd flnnr wn11 s PROJECT: i0D`2 ii V P MAY 07 1990 P O'r f :._•{:\VILA FILE 11: 90001- 075 IN NG DEPT. SUPPLIER: Miles SAnd & GravP1 f'.nmpany TICKET 11: 135873 TRUCK 11: 014 and 'ienks Type: x Concrete Cylinders MIX PROIPORTIONS Cement (Type Water Fly Ash Coarse: Agg. 111 Coarse Agg. 412 Fine Agg. 411 Fine Agg. 112 Admix 111 Admix 142 Admix 113 Admix 114 RH 1000 Pozz. Cylinder Cylinder 1.1). # Diameter 2621 G„ 2611 4„ 2623 2624 2625 4„ 2626 4" 611 30 1780 1440 6 5 oz. /cwt Grout Cylinders _ Grout: Prisms Cylinder Height Area 12.57 8„ 8., 8" 8" 8" Remarks: ' `Permit #: '5911 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient: Temp. Concrete Temp. Time Batched Time Placed Air. Content Slump (inches) 3 5 Unit Weight: (Ib /ft ) - Yield Water Added (gals.) Specified f'c(psi.) nanny 70 70 1:21 2:10 0 4000 Test Age Load (Days) (Pounds) 16 Nrc. __3.4500 7 28 16 Hrs. 7 28 Strength (PSI) 27660 Mortar. Cubes SPECS Fracture e Type Cone 29,000 2310 Cone Inspector: Hauls T.T 1 P.O. Hox 300 • Mounl Vornonl. WA 99273.0309 • (2.00) 424 :7f,0U 4050 Auburn Wny 'forth, Sulin 5 • Auburn, WA 09002 • '0.00f 050.7797 �J J MATERIALS TESTING & MAY 7 CONSULTING U 1990 COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -3 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.1).: A 41 OF YARDS: 50 of 57 PROJECTS il�mpf nn_ Tnn FILE #: 90001-076 SUPPLIER: TICKET 11: 135884 TRUCK 11: 144 I of • 11 . • Pour. Location: Pour # 17, 2nd floor walls and decks Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Fine Agg. 411 Fine Agg. 412 Admix 411 RH 1000 Admix 412 Pozz. Admix 413 Admix 414 Cylinder Cylinder I.D. 1f Diameter 2627 �u 2628 4" 2629 4$t t" 4" 611 30 1780 1440 Cylinder Height An 8" 8" 8" 8" 8" Remarks Permit 44t 5911` Grout Cylinders Grout Prisms Mor.l :ar. Cubes TEST PROPERTIES & CONDITIONS SPECS Weather sunny Ambient Temp. 70 Concrete Temp. 70 Time Batched 1:57 Time Placed 2 :40 Air. Content Slump (inches) 3 5 Unit Weight (].b /ft ) Yield Water. Added (gals.) Specified Pc(psi) 4000 0 Test Age Load Strength Area (Days) (Pounds) (PSI) Fracture Type 12.57 16 Hrs. 33,000 2630 Cone 12.57 7 12.57 28 12.57 1.2.57 12.57 Inopector: David Lyal d p1ans P.O. Dox 300 • mount Vernan, WA 0021.3.0300 • (200) 421.71300 4000 Auburn Way North, Sullo 5 • Auburn, WA 00002 • (200) 0$64197 DATE: CLIENT: CONTRACTOR: MIX I.D.: 41 OF YARDS: MATERIALS 1 ric.'f; t- ,11\n,v„ TESTING & MAY 7 1990 CONSULTING 1 COMPRESSIVE STRENGTH TEST REPORT 4 -26 -90 Northwest Hospitality Group Northwest Hospitality Group A 20 of 60 PROJECT: FILE 11: Hampton Inn 90001-062 SUPPLIER: Miles Sand & GravP1 ('.nmpeny TICKET 41: 134913 TRUCK 41: 182 Pour Location: 2nd Pour 2nd floor walls & decks Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Fine Agg. 411 Fine Agg. 442 Admix #1 RH 1000 Admix 442 Pozz . Admix 443 Admix 414 611 30 1780 1440 7 5 oz. /100 wt. Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather overcast Ambient Temp. 60 Concrete Temp. 60 Time Batched 12 :57 Time Placed 1:45 Air Content Slump (inches) 3 4 Unit Weight (l.b /ft ) Yield Water Water Aclded (gals.) 5 Specified f'c(psi) 4000 Mortar Cubes SPECS Cylinder Cylinder Cylinder Test Age Load Strength Fracture I.D. # Diameter Height Area (Days) (Pounds) (PSi) Type 2547 4" 8" 12.57 16 Hrs 33,250 2650 Cone 2548 4" 8" 12.57 7 54,000 4990 Cnpe 2549 4" 8" 12.57 28 Remarks: Permit :# :5911 All rebar and W.W. mesh placed according to approved plans. trb pe(tnr nevi d L.3ral P.O. Oox 300 • Mount Vernon, WA 00273.0309 • (200) 424.7900 4050 Autiurin Wi Noi(ii ;' uiio �' 'Auiiiirii; WA 90002' % "1260j'o047791 0'9 DATE: 4 -26 -90 CLIENT: MATERIALS � TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 40 of 60 Pour Location:2nd floor walls &.decks PROJECT: MAY 0 71990 c;i G:+r.. =� i,. I I FILE #: 90001-063 SUPPI..TT R:LMiles Sand & Gravel Cnmpnny TICKET #:134921 TRUCK #:120 Type: X Concrete Cylinders MIX PROPORTIONS. Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. 111 Fine Agg. 412 Admix #1 RI1 1000 Admix #2 Pozz. Admix #3 Admix #4 Cylinder I.D. # 2550 2551 2552 Cylinder Diameter 4" 4" 4" 611 30 1780 1440 7 5 oz. /100 wt. Cylinder Height 8" 8" 8" Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air. Content Slump (inches) Unit Weight (lb /ft3) Yield Water Added (gals.) Specified f•c(psi) overcast 60 60 2:30 4 0 4000 Test Age Load (Days) (Pounds) 16 Hrs. 7 28 Mortar Cubes SPECS Strength Fracture (PSI) Type 31.000 2420 43,000 3420 Remarks: Permit : #`5911:' All rebar and W.W. mesh placed according to approved plans. Cnne Cone Ienentnr, Thwl A Lyg'1 P.O. Box 309 • Mount Vernon, WA 90273 -0900 • (200) 424.7000 4050 1 ibu umlitay W%19O002 - -- 200 650:1797 pt- DATE: 4 -26 -90 CLIENT: 21,11,!. MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 50 of 60 Pour Location: 2nd Dour. 2nd Floor walls PROJECT: FILE #: MAY 0 7 1990 90001- 0.64 SVPPT.TER: Jfj.les Sand & Gravp1 TICKET #: 134925 TRUCK it: 132 & decks 'type: X Concrete Cylinders MIX PROPORTIONS• Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 Rll 1000 Admix #2 Pozz. Admix #3 Admix X14 Cylinder I.D. # 2553 2554 2555 Cylinder Diameter 4" 4" 41, 611 30 1780 1440 7 5 oz. /100 wt. Cylinder Height 8" 8" 8" Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 60 Concrete Temp. 62 Time ]latched 1:45 Time Placed 2:45 Air. Content Slump (inches) 3 4 Unit Weight (1.b /Et ) -- Yie1.d - -- Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age (Days) 16 Hrs. 7 28 Load Strength (Pounds) (PSI) 34.500 2740 48.000 3820 Remarks:, , Permit. # 5911 All rebar and W.W. mesh placed according to approved plans. TnRppntnr: Fracture Type Cnnp Cone navid Lyz1 P.O. Box 309 • Mount Vernon, WA 00273-0309 • (200) 424.7000 4050 Auburii`Wey Nodi , suiio • - "Auliur'n'; WA 96662-1-115060:7397 ,j1A MATERIALS ,5' TESTING & CONSULTING M� IA AY 0 9 1990 COMPRESSIVE STRENGTH TEST REPORT DATE: 4 -30 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 41 OF YARDS: 30 of 45 air • r r r r , n, nor - -;c'p ciTy Jo. FILE #: 9001 -068 P ROJECT: SUPPLIER: Mi1Ps Sand R. Gravel TICKET #: 135322 TRUCK 11: 130 Pour Location: 4th pour 2nd floor walls and dprka Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) 611 Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. 412 Fine Agg. 411 1440 Fine Agg. 412 Admix 411 RH1000 8 Admix 112 Pozz 5 oz. /cwt Admix 413 Admix #4 Cylinder I.D. # 2596 2597 2598 2599 2600 2601 2602 2603 Cylinder Cylinder Diameter Height 4" 8" 4" 8" 4" 4" 4" 4" 4" 4" 8" 8" 8" 8" 8" Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air Content sunny 65 70 2:40 3:40 Slump (inches) 3 5 Unit Weight (lb /ft ) - -- Yield - -- Water Added (gals.) 4 Specified f'c(psi) 4000 Mortar Cubes SPECS Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Rrs. 37,500 2980 Cone 7 42,000 3340 Columnar 2R 98 16 8rs 7 28 28 Remarks: Permit .# 5911 Inspector: David Lyal 37,500 2980 58,000 4620 Cone Shear All rebar and WW mesh placed according to approved plans. Nnrth wall was poured prior to completed inspection of South walls. Proj. Dowel bar to be inserted after wall pours completed, middle and South walls. P.O. Box 309 • Mo m! Vamon, WA 90213.0309 • (200) 424 -7550 4050 Auburn Way North, Sub° 5... • Auburn, WA 90002 • (200) 050.7797 DATE: 5 -4 -90 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT CLIENTS Northwest HosnitaTi_ty o,p CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 30 of 63 Pour Location: Pour #18, 2nd Floor walls MAY 0 9 1990 PROJECT: T lamptnn FILE 11: 90001- 077 SUPPLIER: Mi1pa SAnd & Gravpl (:nmpany TICKET 11: 136014 TRUCK 11: 130 & decks Type: X , Concrete Cylinders MIX PROPORTIONS Cement (Type Water Fly Ash Coarse Agg. 111 Coarse Agg. 112 Fine Agg. 111 Fine Agg. 112 Admix 411 RH 1000 Admix 112 Pozz. Admix 113 Admix 114 Cylinder I.D. 11 2641 2642 2643 2644 2645 2646 Cylinder Diameter G" 4., 4,, 4" 4,. 611 30 1780 1440 8 gals. 5 oz /cwt Cylinder Height g.� 8" 8" 8" 8" 8" Remarks: Permit 11: 5911 Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 12.57 12.57 12.57 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather sunny Ambient Temp. 75 Concrete Temp. 70 Time Batched 12:43 Time Placed 2:00 % Air. Content Slump (inches) 3 5 Unit Weight (1h/ft ) Yield Water: Added (Cn1•s.) 0 Specified f'c(psi) 4000 Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 24 Hr. 37,000 2940 Cone 7 28 24 Hr. 36,000 2860 7 28 Inspector: navid Tyal Cone ' . : : . . /1":41 . . • P.O. Oax 309 Mount Vnmon, WA 0n273.030�) + (200) 420.7500 4050 Auburn Wny North, Suho 5 • Auburn, WA 00002 - • .00j 050.7707 IJJ � MATERIALS � TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -4 -90 CLIENT: Northwest Hos its y Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 50 of 63 Pour. Location: Pour # 18, 2nd floor walls & PROJECT: I-MAY 0 9 1990 NJ!' f)F: vF. 1 FILE 41: 90001 - n7R SUPPLIER: TICKET #: TRUCK #: decks Miles SAnd f,. rravP1 f;nmp my 136n3n 124 Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Fine Agg. #1 Fine Agg. 412 Admix 411 RH 1000 Admix 412 Pozz. Admix #3 Admix #4 611 30 1780 1440 Grout Cylinders Grout Prisms Mortar. Cubes TEST PROPERTIES & CONDITIONS SPECS Weather sunny Ambient Temp. 75 Concrete Temp. 75 Time Batched 1:50 Time Placed 2:35 Air Content Slump (inches) 3 5 Unit Weight (l.b /ft ) Yield Water. Added (gals.) 0 Specified f'c(psi.) 4000 Cylinder Cylinder Cylinder Test Age I.D. # Diameter Height Area (Days) 2647 del R.L 12.57 24 Hr. 2648 - 4" 8" 12.57 7 2649 4" 8" 12.57 28 2650 - 4" 8" 12.57 7 2651 4" 8" 12.57 7 Remarks Permit 411 5911 Load (Pounds) 38.250 Strength Fracture (PSI) Type 3040 Cone Inspector: 1Avid Lyal All rebar and mPAh planar] annnrding to approved plans. P.O, flox 300 • Mount Vernan, WA 05273.0309 • (200) 424 -7000 1060 Auburn Way forth, suite 5 • nubu►n, WA 00002 • j200) 0504797 at a MATERIALS � 1'ES1NG & CONSULTING NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: May 7, Report Re: Daily Inspection Hampton Inn , Permits # x..;691 =1 ' 1990 #: 90001 -080 11i1!_a 0�►.I�I .J' MAY 10 1990 Y CM TUKVViLA ePO LANNINcC DEPT. Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the jobsite at 11:00 am for a scheduled pour and inspections. Dowels and mesh at stairwell #1 and 3rd floor curbs were inspected. Also inspected were walls and decks for pour #19 and 20, as were the 2nd floor walls around the elevator. ARRIVED DISCHARGED SUPER ADDED WATER ADDED 1 :21 pm 1:40 6 gallons 1:40 1:55 6 2:00 2:15 6 2:20 2:40 6 2:50 3:15 6 3:01 3:25 4 Cylinders were obtained from the trucks arriving at 2 :00 pm and 2:5.0 p . If you have any questions concerning this report, or if M.T.C. can ,be o any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P.O, Sox 309 Mount Vernon, WA 99273 -0300 • (206) 424 -7560 4050 Auburn Way North, Salto 6 • Auburn, WA 98002 • (206) 850-7797 01- DATE: MATERIALS(' TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 5 -7 -90 PROJECT: Ramptnn Tnn 11:111;f82ie-, fill MAY 0 1990 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 50 of 58 FILE 11: 90001-OR? SUPPLIER: Milpn SAnd & TICKET 11: 136170 TRUCK 11: 013 Gravol r:nmpany Pour Location: Pour 1119, 2nd Floor walls & decks & SW Stairwell 111 wad s Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. 111 Coarse Agg. 112 Fine Agg. 111 Fine Agg. 112 Admix 111 RH 1000 Admix 112 Pozz. Admix 113 Admix 114 611 30 1780 1440 6 5 oz. /cwt Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather cloudy Ambient Temp. 74 Concrete Temp. 65 Time Batched 2:09 Time Placed 2:50 Air Content Slump (inches) 3 4 Unit Weight (1b /ft ) - -- Yield - -- Water Added (gals.) 0 Specified f'c(psi) 4000 Cylinder Cylinder Cylinder Test Age Load Strength I.D. # Diameter height Area (Days) (Pounds) (PSI) 2684 411 gis - 12.57 24 Hr. 36,000 7R60 2685 ____42:-........... 8" 12.57 7 2686 4" $" 12.57 28 Remarks :_-Permit' #: 5911 Mortar Cubes SPECS Fracture Type a & -Sheaf Inspector: navid T4a1 T. . : : 1 • II : • . • . • . P.O. pox 300 • Mount Vernon4 WA 90273.0309 • (200) 424.7560 50 40 AAuburn Wily Noith, Suite 5 --• Xuiiurn• WA 00002 -• li6Oj 050.9797 MATERIALS „Iill TESTING CONSULTING May 9, 1990 Report #: 90001-085 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd, Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: Re: Daily Inspection Hampton Inn Permit 1,* 5911 1;!)1f7111rdrill Vilf1110 ij) ; iJ 1 r • , MAY 1419901 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the jobsite at noon to inspect a 2nd floor shear wall pour of 5 yards at 12.10 pm and the 3rd floor walls and decks for pour #21. Iron workers were instructed to provide proper clearance at several places along wall 3D-08 on the SW side. After these adjustments, pour #21 began at 1:30 pm. Walls and decks for pour #22 were inspected as were shear walls on the 2nd floor. ARRIVED DISCHARGED SUPER ADDED WATER ADDED 12:10 pm 1:20 1:30 650 oz. 1:40 1:55 700 2:10 2:20 650 +3 gallons 2:44* 3:00 715 * * This truck was rejected at 90 minutes (2:44 arrival time) as was the truck arriving after it. 3:20 3:30 725 4:00 4:15 750 4:26 4:45 300 (5 yards of material) A set of test cylinders was obtained from the truck arriving at 2:10 pm. If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850-7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P.O. 13ox 309 • Mount Vornon, WA 00273-0309 • (206) 424-7560 4050 Auburn Way North, Suito 5 • Auburn, WA 08002 • (206) 050-7797 Pt- DATE: 4 -12 -90 MATERIALS .. . TESTING lac r--777777-7.;, CONSULTING. , L�), lV�lI • • coMPRESSXvr•. STRENGTH TEST REPORT 1 , MY 1 •1990] tin III ' CLIENT: Northwest.Hospitality 'Group CONTRACTOR: Northwest Hospitality Group MXX I.D.: 3/8 pea gravel 4/ OF YARDS: 38 of 38 Pour Location: Docks • PROJECT: PILE #: SUPPLIER: Miles Sand &•Gravel'Company• 't'XCK, r 4/: TRUCK #: '141 133702 . Type: X Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type 1 ) Water Fly Ash Coarse Agg. 411 3/8. Course Agg. 412 Fine Aga. 411 Fine Aga. 412' Admix 411 Admix 412 Admix #3 Admix #4 Cylinder x.D. 4/ 2322 2323 2324 2325 2326 2327 Remarks: RH•' 1000 Pozz. Cylinder Diameter 1" 4" 4" • 4" 4" 611 30 1780 1440 4 AI 5 oz. Cylinder Height Qu R:: 8" ..'8" 8" Area ' 12.'57 '12.57' 12:57 12.57 17_57 12.57 TEST PROPERTIES Grout, Prisms Mortar. Cube, & CONDITIONS SPECS.' Weather sunny /overcast Ambient Temp., 68 Concrete Temp. 70 Time Batched 1:17 Time .Placed 2:20 Aix Content 7-- Slump (inches) 'Unit Weight (1b /ft3) - -- 3 Yield Water Added (Gala.) , 8 Specified f'c(psi) 4000 Toot Age (mays) 16 Drs. 16 Drs. 7 7 28 • 28 Load Strength (rounds) (PSI) . 28,750 2290 29,500 2'350 ' 60,500 4810 64,500 5130 88,000 7000 85,000 6760 Permit #i 5881 ,'5911 Xnepaotor: David'Lyal • rraeture Type Cone Cone • Cone Cone Cone Cone • All rebar placed per approved drawings. P.O. fox 300 • Mount Vomoni WA 00273.0300 • f200). 424.7800 4o06 iiir:um Wny�lorUi; �tutto 1, • " l�ut:iiin, WA °odor ;loll OGO•!to7 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 5 -3 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 30 of 57 Pour Location: • MAY 14 1990 PROJECT: Hamprnn Ttir ('' FILE #: 90001 - 075...'::..._ _.._ SUPPLIER: Miles SAnd 6 Gravel enmpany TICKET 11: 135873 TRUCK 11: 014 Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type Water Fly Ash Coarse Agg. #1 Coarse Agg. 112 Fine Agg. 111 Fine Agg. 412 Admix 411. RH 1000 Admix 412 Pozz. Admix 413 Admix 414 Cylinder I.D. 11 2621 2611 2623 2624 2625 2626 Cylinder Diameter 611 30 1780 1440 6 5 oz. /cwt Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air. Content Slump (inches) Unit Weight (lb /ft3) Yield Water Added (gals.) Specified f'c(psi) 4000 sunny 70 70 1:21 2:10 5 0 Cylinder Test Age Height Area (Days) - G" 12.57 16 Hrs. V 12.57 7 - 4" 8" 12.57 28 4" 8" 12.57 16 .491r4 4" 8" 12.57 7 4" 8" 12.57 28 Remarks: Permit #:. 5911 Toad (Pounds) 36,SOn 53.000 29.000 45,000 Mortar. Cubes SPECS Strength Fracture (PSI) Type Cone 27410 4720 Cone 2310 Cone 3580 Cone Inspector: Tjavi d T.ya1 All rebar and mesh planed annprdin8 to approved plane. P.O. Dos 300 • Mount Vomonµ WA 00271.030.. ' (200) 421.7500 4050 Aubum Wayt�forlb, Sullo 6 ��• Auburn; WA 081)02 �• '1160) d$o.fyo7 DATE: 5 -3 -90 �J J G- llr�flt{ ;f ; -'. r lU MATERIALS �, �� �r,. J TESTING & MAY 14 1990 CONSULTING _ COMPRESSIVE STRENGTH TEST REPORT PROJECT: CLIENT: _Northwest Hos its ity Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 50 of 57 (aamptnn Tn, FILE 11: 90001 -076 SUPPI.IER:les SAnd & Gravel (:nmpany TICKET 11: 135884 TRUCK 11: 144 Pour Location: Pour # 17, 2nd floor walls and decks Type: X Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. 111 Coarse Agg. 112 Fine Agg. 111 Fine Agg. 112 Admix 111 Admix 112 Admix 113 Admix 114 Cylinder I.D. 11 2627 2628 2629 RH 1000 Pozz. Cylinder Diameter 4" 4" 4" 4" 4" 611 30 1780 1440 Cylinder Height out'' Prisms TEST PROPERTIES Weather Ambient Temp. Concrete Temp. Time Batched Time Placed % Air Content & CONDITIONS sunny 70 70 1:57 2 :40 _..__l Mortar Cubes Slump (inches) 3 5 Unit Weight (lb/ft ) Yield Water Added (gals.) Specified Pc(psi) 4000 0 SPECS Test Age Load Strength Fracture Area (Days) (Pounds) (PSI) Type ReL 12.57 16 Hrs. 33,000 2630 Cone 8" 8./ 8" 8" 8" Remarks: Permit 1i: 5911..: 12.57 7 48,000 3820 Cone 12.57 28 12.57 12.57 12.57 Inspector: David Tyal C . : : , . 11 • . . P.O. [lox 308 • Mount Vorn_on WA 00273.0300 • (200) 424 7500 4050 Auburn 1111ny Nortii, sotto 6 • Auburn, WA 01602 --i".1260).004797 DATE: CLIENT: CONTRACTOR: Northwest Hospitality Group COMPRESSIVE 5 -9 -90 MATERIALS r , CONSULTING TESTING & STRENGTH TEST REPORT Northwest Hospitals ty Srnilp MIX I.D.: 0 11 OF YARDS: 65 yards Pour Location: Pour 121. 1st pour 3rd floor MAY 14 1990 PROJECT: fiamptnn Tnn FILE 41: 90001- OR7 SUPPLIER: Milpa SAnd TICKET 11: 136541 . nrnv.1 rnmrany TRUCK 11: 182 'type: }{ Concrete Cylinders MIX PROPORTIONS Cement (Type Water Fly Ash Coarse Agg. #1 Coarse Agg. 1i2 Fine Agg. 111 Fine Agg. 112 Admix 111 Admix 112 Admix 113 Admix 114 RH 1000 Pozz. Cylinder Cylinder I.D. # Diameter 2699 2700 4" 2701 4" 611 30 1780 1440 725 oz. 5 oz. /cwt. Cylinder Height 8" 8" 8" Remarks: Permit' #:' 5911 Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Z Air Content Slump (inches) 4 Unit Weight (l.b /ft3) - -- Yield Water Added (gals.) Specified P c(psi) 4000 sunny 75 70 2:28 3:30 0 Test Age Area (Days) 2.57 16 Hr 12.57 7 12.57 28 Load (Pounds) 40,000 Strength Fracture (PSI) Type 3160 Cone Inspector: David Lyal P.O. Box 309 • Mount Vomon, WA 00273.0308 • (200) 424.7500 A050 Auburn Woy �Toilfi; 8'uite • _ ; Auburn; WA 000(12 • ' "(Noj 0 &i .9 fl7 0( DATE: CLIENT: CONTRACTOR: MIX I.D.: 41 OF YARDS: MATERIAL: TESTING & •i CONSULTING MAY 14 1990 tr �,, •���Ij^ , .r Ramp riii COMPRESSIVE STRENGTH TEST REPORT 5 -9 -90 Northwest Hospitality Grog') Northwest Hospitality Group A 35 Pour Location: Pour #21, 1st pour 3rd floor PROJECT: FILE 41: 90001- nRA SUPPLIER: Miles SAnd & TICKET 41: 1.36526 TRUCK #: 1n8 (:ravp1 (:nmpany Type: g Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. 411 Coarse A6g. 412 Fine Agg. 411 Fine Agg. #2 Admix 411 RH 1000 Admix 412 Pozz. Admix #3 Admix #4 Cylinder Cylinder I.D. # Diameter 2693 _ 4" 4'• 4" 2694 2695 2696 2697 2698 4" 4" Remarks i Permit Os 611 30 1780 1440 650 S n7 _ /rttt Grout Cylinders Cylinder Height Area 12.57 g" 8" 5911. 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES Weather Ambient Temp. Concrete Temp. Time Batched Time Placed % Air Content Slump (inches) Unit Weight (1h /ft3) Yield Water Added (gals.) Specified Pc(psi) Grout Prisms & CONDITIONS SIinny 75 68 1:13 2:20 4 3 4000 Test Age Load (Days) (Pounds) 16 Hr. 23.00Q 7 28 16 Hr. 33.00Q 7 28 Mortar Cubes SPECS Strength Fracture (PSI) Type 1830 Shear 2600 Cnne All rebar and mesh plarPd arrnrfing to approved plans. P.O. Box 309 • Mount Vemont WA 00273.030N • (200) 424 -7560 4050 Autium i�lny Ifoilli, Sulto ti' " • Auburn. WA 00002 1260) 050.7707 (D(. DATE: CLIENT: CONTRACTOR: MIX I.D.: 11 OF YARDS: att 5 -4 -90 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT Northwest Hospitality Group Northwest Hospitality Group A 30 of 63 Pour Location: Pour #18, 2nd Floor walls PROJECT: MAY 12 1990 � `'I T UKVViLA . , .;,J;NC:i DEPT. _,... Namptnn. Tr►m' FILE 41: 90001- 077 SUPPLIER: Mites SAnd TICKET #:136014 TRUCK #:130 & decks F. Gr vp1 innmpany Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. 411 Fine Agg. 412 Admix 411 RH 1000 Ad:ni.x 412 Pozz. Admix 413 Admix 414 Cyl incler I.D. # 2641 2642 Cylinder Diameter 4" 2643 _A„ 4" 4" 4" 2644 2645 2646 611 30 1780 1440 8 gals. 5 oz /cwt Grout Cylinders Grout Prisms Cylinder Height Area 12.57 8" 8" 8" 8" 8" Remarks: Permit 4t: 5911 12.57 12.57 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather sunny Ambient Temp. 75 Concrete 'Temp. 70 Time hatched 12:43 Time Placed 2:00 % Air. Content Slump (inches) 3 5 Unit Weight (l.b /ft ) Yield Water. Added (gals.) Specified f'c(psi) 4000 0 Mortar Cubes SPECS 'Pest Age Load Strength Fracture (Days) (Pounds) (PSI) Type 24 Hr. 37,000 2940 Cone 7 28 52,000 4140 Cone 24 Hr. 36,000 7 28 47,500 2860 Cone 3780 Cone Inspector: Arvid Z�Tzl- All rebar and mesh plarpd annnrd{ng to npprovcd plans. P.O. Dox 300 • Mount Vornon, WA 00273.0309 • (200) 424.7800 A05Q Aubum Wey Fiorlli, su�io "';-" Aiiiiui:i; WA nnUa2 "`• "•li801 ii�0.»07 Avilt MATERIALS TESTING & MAY 1 1990 CONSULTING DATE: 5 -4 -90 COMPRESSIVE STRENGTH TEST REPORT PROJECT: Namptnn Inn CLIENT: Northwest Hospita_li_ty (Troup CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 41 OF YARDS: 50 of 63 Pour Location: Pour # 18, 2nd floor walls FILE #: 90001- 078 SUPPLIER: Miles SAnd & Gravp1 Cnmpany TICKET #: 116010 TRUCK #: 124 & decks Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix 411 RH 1000 Admix #2 Pozz. Admix #3 Admix 414 Cylinder Cylinder I.D. # Diameter 2647 6„ 2648 4" 2649 4" 2650 4" 2651 611 30 1780 1440 Cylinder Height R11 8" 8" 8" 8„ Remarks: Permit # :5911' Grout Cylinders Grout Prisms Mortar. Cubes TEST PROPERTIES & Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air Content Slump (inches) 3 5 Unit Weight (1b/ft ) Yield Water Added (gals.) 0 Specified f'c(psi.) 4000 CONDITIONS sunny 75 75 1:50 2:35 Test Age Load Area (Days) (Pounds) 12.57 24 Hr. 38.250 Strength (PSI) 3040 12.57 7 46,500 3700 12.57 28 12.57 7 49.000 3400 12.57 7 47.000 3740 Inspector: David Lys]. SPECS Fracture Type Cone Cone Cona Cones :,, II -_, 1 • • . • P.Q. pax 300 • Mount Varna'', WA 00273.0309 • (200 ) 424.7500 AO557 ubum illley Fiorth, Sulte 5 • Aubum, WA 06062 •' O6) 060.7707 DATE: TESTING LS& CONSULTING COMPRESSIVE STRENGTH TEST REPORT 5 -8 -90 CLIENT :northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 11 OF YARDS: 30 of 43 Pour Location: rr,"Wq0 I MAY 11-199 0 1 \ i_..... .Pitt.i, i PROJECT: Hamann Inri. • ._...._.._._._.._ --- ___._ FILE 11: 90001- 083 SUPPLIER: Miles And & Gravel (:nmpany TICKET 11: 136335 TRUCK 11: 142 Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) 611 Water 30 Fly Ash Coarse Agg. 111 Coarse Agg. #2 Fine Agg. 111 Fine Agg. 112 Admix 111 RH 1000 Admix 112 Pozz. Admix 113 Admix 114 1780 1440 90 oz. 5 oz. /cwt Grout Cylinders Grout Prisms Cylinder Cylinder Cylinder I.D. # Diameter height Area TEST PROPERTIES & CONDITIONS Weather sunny Ambient Temp. 75 Concrete Temp. 67 Time Batched 1:24 Time Placed 2:35 % Air Content - -- Slump (inches) 3 3 Unit Weight (lb /ft ) - -- Yield - -- Water Added (gals.) 0 Specified f'c(psi) 4000 Test Age Load Strength (Days) (Pounds) (PSI) 2687 A" R" 12.57 16 Hrs 2688 4" _ILL_ 12.57 7 2689 4" 8" 12.57 2R 2690 4" 8" 12.57 16 Hrs, 2691 4" 8" 12.57 7 2692 4" 8" 12.57 28 Remarks: Permit' #: 5911 40,000 39.000 3180 3100 Inspector: David T.yal Mortar Cubefi SPECS Fracture Type Cone Cone All rebar and mesh pi Arad annnrrH ng to Approved plans. P.O. Qox 300 • Mount Vornon, WA 00273.0309 • (200) 424-7560 4080 Auburn Way �fo:t i, Sulto 8 • Auburn, WA 00002 • 1260r0504797 DATE: MATERIALSC . TESTING & CONSULTING. 'COMI?REsSSIVE STRENGTH TEST REPORT '5 -2 -90 CLIENT: Northwest.'Hospitality 'Group CONTRACTOR: Northwest fospitality Group MIX I.D.: A /1 OF YARDS: 20 of 34 ' PROJECT: ti ,.i�aMi l'i 1. IY1PY 11149d CITY 0,1. l;'�Jit,it;il_f1 • PLANNJ NC, •rJcPt .. ;. Hampton Inn . PILE 4i: 90001 -0.73 SUPPLIER: Miles Sand & •Gravel 'Company • TICKET /l: 135598 TRUCK 1: '135 .. Pour Location: pour 4116. 2nd floor •wal i n and dpf'kq a. Types X Concrete Cylinders Grout Cylinders MIX PROPORtTIONS Cement (Type '1 ) Water Fly Ash Coarse Aga. 411 Conrse Agg. 412 Fine Agg. X11 Finn Agg. 412' Admix 411. Admix 412 Admix 413 Admix /14 Cylinder I.D. # 2617 2618 2619 2620 Pozz. Super Cylinder Diameter 4" 4" 4 "' 4" Grout, Prisms 611 TEST PROPERTIES & CONDITIONS Weather cloudy 3Q Ambient Tenip.. 0 ' Concrete Temp. 1780 Time hatched Time .Plnced 1440 5 oz. /cwt • 5 Cylinder Height 8" .8" 8" .. '8" nom :rico t Permit De 5911 Area 12.57 ' 12.57 ' 12 :57 12.57 60 •• 65 • 12:05 1:05 Z. Air Content - -- Slump (inches) 'Unit Weight (lb /ft3) Yield ' Water, Added (gala.) 5 Specified f' c (psi) 4000 Test ,Age (Days) 16 Hrs. 7. '28 28 Load (Pounds) .,39 ,000, ∎ 50,000 Strength (PSI) 3100 3980' ' Mortar. Cul SPECS' • Fraiiture Type Cdne Cone ' Tnapootort Scott C. Moorp All rebar laced •er ap roved drawings. P.O. Don 300 • Mount Vomont WA 03273.0309 • (20o 421.7500 4or,67ui:iiu:it Wey"Norlli;'fiulio N"." Jlul:iiin, WA oodo'r' • 111$ dad:I 07 DATE: • 4 -2 -4n MATERIALS TESTING w/�� & CONSULTING, ' COMPRE:SSxVI's STRENGTH TEST REPORT . PROJECT: Hampton CLIENT, Northwest.'Hospitality 'Group CONTRACTOR: Northwest I#ospitality Group Mxx X.D. : A 11 OF YARDS: 10. of 34 ' PILE 4l: xnn • 90001 -072. SUPPLIER: Milos Sand &.Gravel'Company• TICKET 1/: 135591 TRUCK 11: '132 Pour Location: Pour 1116. 2nd f1oor.wal1R and dPrka Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type x ) Water 30 Ply Ash Coarse AGG. 411 Course A. 1/2 Pine AGG. //1 1440 Pine AGG. 112' Admix 411 "Pozz. 5 oz. /cwt Admix 112 Super . 5 Admix 1/3 Admix 114 611 : Pea'. 1780 Cylinder Cylinder I.D. # D&nmetcii 2613 2614 2615 2616• 4" 4" 4 "' 4" • Cylinder Haight 8" .811 8" 'an Remarkoo,Permit #i 5911 Grout Cylinders Area 12.'57 ' 12.57 ' 12.57 12.57 0. • Grout, Prisms ___ Mortar. Cut TEST PROPERTIES & CONDITIONS SPECS'` Weather cloudy ' Ambient Temp.. 58 , Concrete Temp. 60. . Time Batched Time .Placed Z Air. Content Slump (Inchon) 'Unit Weight (lb /ft3) Yield ' Water. Added (Gals.) Specified f'c(pni) . 4000 11:50 LL:40 4 - 8 5 Toot .Age Load (Days) (Po::ndn) 16 Hrs. 40,500_ 7 45,000 '28. 28 Ins Strength (PST) . 3220 3580 Fracture Type Cone actor: Scott t.C. Moore • All Debar plaoad per approved drawings. P.O. dox 300 • , Mount Vomon, WA 00273.0100 • 14 424.7000 4olio 1Gdium WAy%lorll:� Eulin • 'Rulniin; WA 00do'� "" •"-D611) * dQ6•f 'o7 Jvi NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: f., t4 r MATERIALS TESTING & �,`? 4 ; ('), :.. , -: - - \ CONSULTIN MAy 111990 May 8, c.;i99U�r 1.:;r,., i.r� Rep , rt #V ;90001.x()1 Re: Daily Inspection Report Hampton Inn Permit' 'r'e5911 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyai arrived at the jobsite at 12:30 pm for a scheduled pour and deck inspection. Pour area #20 was inspected and found to be as per drawings. The 3rd floor walls were inspected for pour #21, scheduled 5 -9 -90. ARRIVED DISCHARGED SUPER ADDED WATER ADDED 1:20 pm 1:45 850 oz. 1:45 2:00 850 2:05 2:35 900 2:50 3:05 800 2:51 3:45 250 A set of test cylinders was obtained from the truck arriving at 2:05 pm. If you have any questions concerning this report, or if M.T.C. can be of . any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P.O. Box 309 • Mount Vurnon, WA 00273 -0309 • (206) 424 -7560 4050 Auburn Way North, Sulto 6 • Auburn, WA 00002 • (206) 850 -7797 DATE: MATERIALS TESTING & CONSULTING, 101998 COMPRESSIVE STRENGTH TEST REPORT �'' f �' r 4 -10 -90 CLIENT: Northwest.'Hospitality'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: B # OF YARDS: .20 of 30 Pour Location: PROJECT: Hampton Thi— FILE #: 90001 -0 51. SUPP[.IER s Miles Sand & •Gravel Company . TICKET #: 133477 TRUCK #: 'oin .. Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type T ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 Admix #2 Admix #3 Aclmix #4 7/8 Rif 1000 Cylinder Cylinder I.D. # Diameter 2277 2278 2279 2280 4" 4" 4.. 4" 2281 4" SAC. 29 • 1780 1440 6 Grout Cylinders Cylinder Height Area 12.57 12.57 8" 12.57 12.57 12.57 8n 8" 8" 8" 5911 Remarks: Permit #i 5881 • TEST PROPERTIES Weather Ambient Temp.. Concrete Temp. Time batched Time .Placed X Air Content Grout,Prisms • • Mortar Cubes & CONDITIONS SPECS' sunny 70• 70 1:55 2:55 Slump (inches) 3 4 'Unit Weight (lb /ft ) Yield ' Water Added (gals.) 14 Specified f•c(psi) 4000 Test Age Load ' (Days) (Pounds) 16 Hr. 7 7 28 28 20 ,700 60,000 65,750, 83,000 85.000 Strength (PSI) 1650 4770 5230 6600 6760 Inspectors David Lval Fraature Type Cone Cone Cone Cone Cone All rebar placed per approved drawings. P.O. flax 300 • Mount 400011uhum We y�losli ' iuiie �monc WA i 1 uosrirWA ando "'. "— 1200424-7500 of n7 DATE: CLIENT: CONTRACTOR: MIX I . D. : 11 OF YARDS: • 4 -10 -90 MATERIALS TESTING & CONSULTING. COMPRESSIVE STRENGTH TEST REPORT . Northwest.'Hospitality 'Group Northwest Hospitality Group 3/8 Pea Gravel. 10.of 10 Pour Location: Bays. half of 3. A and 5 Walls 1 PROJECT: Hampton' Inn : .uir - 90001 . FILE #: 50.... .,......:._.- •,.-- .,�--- �._•.., . f, ^�lY 10 090 rtJKWILA SUPPLIER: Miles Sand & Gravel Company. TICKET #: 13346? TRUCK #: •to Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #13/8' %. Coarse Agg. 412 Fine Agg. #1 Fine An. 112' Admix 411 Admix 412 Admix 413 Admix #4 611 30. 1780 1440 RH 1000 - 5 Cylinder Cylinder T.D. 11 Diameter 22 /2 1" 2273 4" 2274 • 4" 2275 4" 2276 4" Cylinder Height 0" 8"" 8" '8" 8" 5911 Remarkos Permit Iii 5881 Grout Cylinders Area I•:i7 12.57 12.57 12.57 12.57 Grout.Prisms TEST PROPERTIES & CONDITIONS Weather Ambient Temp.. 70 Concrete Temp. Time Batched 1:25 Time .Placed 2:05 Z Air Content Slump (inches) 3 4 'Unit Weight (lb /ft ) - Yield Water Added (gals.) Specified f'c(psi) 4000 sunny 70 • 9 Test Age (Days) LG 1115. 213. %141 - -- 7 68,000 5410 Cone 7 70,000 5560 Cone 28 92,000 7320 ' Cone 93,000 7400 Cone • Load Strength (Pounds) (i'SI) Type Mortar. Cubes SPECS' Fracture 28 ' Inspector: David Lyal All rebar placed per approved drawings. P.O. Ilex 309 • Mount Vornon1 WA 00273.0309 • (200) 424.7500 405611ssiiutii Wey ?Isirili,'6ulio " • " 'Auhiim, WA 9odor • "'0 611j 1161.1to7 sf DATE: 5 -7 -90 l Aa MATERIALS m .112i TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: .. r' :,..;,t.. r, 141ple0 I MAY 10 1990 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 30 of 58 FILE 41: 90001- 081 SUPPLIER: Mi1PV SAnd & Gravel Cnmpany TICKET 4/: 136165 TRUCK #: 012 Pour Location: Pour 4119, 2nd Floor walls & decks & SW Stairwell 4/1 walls Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water 30 Fly Ash Coarse Agg. #1 1780 Coarse Agg. 412 Fine Agg. !11 1440 Fine Agg. 4/2 Admix 1/1 RH 1000 6 Admix //2 Pozz. 5 oz. /cwt Admix 4/3 Admix 4/4 611 Grout Cylinders Cylinder Cylinder Cylinder I.D. 41 Diameter Height Area 2628 �,, L 12.57 2679 4" 8" 12.57 2680 - 4" 8" 12.57 2681 - 4" 8" 12.57 2682 41' —ILL- 12.57 2683 4" 8" 12.57 Remarks: Permit 4/: 5911 Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air Content Slump (inches) Unit Weight (lb /ft3) Yield Water Added (gals.) Specified f•c(psi.) drizzle 67 65 1:15 2:10 4 0 4000 SPECS Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 24 Hr. 37,000 2940 Columnar 24 Hr. 39.000 3100 Columnar Inspector: David Lval - 1 . : 1 . iI - Z . . . . . P.O. [fox 309 • Mount Vernon, WA 00273.0309 _ •(200) 424.7600 4050 Aubum Wiy f ooh, tulle 6 -� Xu�uin, WA 0I d02 • . ' /00 0104707 DATE: CLIENT: CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 30 of 60 �r MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 4 -25 -9Q Northwest Hospitality Group Pour Location: 2nd Floor Walls & Dpck SW P f:� (1��0 O UMi;7o7 1990 PLANNING DEPT. C11 Y PROJECT': Hamp 'n "Inn FILE #: 90001- {161 SUPPLIER: Miles Sand & Gravel enmpany TICKET #:134783 TRUCK # :126 onrner Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #i2 Admix 111 RU 1000 Admix #2 Pozz. Admix #3 Admix #4 Cylinder Cylinder I.D. # Diameter 2503 2504 2509 2510 2511 2512 2505 2506 4" 4" 4„ 4" 4" 4"" 4" 4" 611 30 1780 1440 5 5 oz. /100 wt. Cylinder Height 8" 8" 8" 8" 8" 8" 8" 8" 2507 4" 8" Remarks: Permit #.5911 8" All rebar and W.W. mesh placed Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather sttn & wind Ambient Tenip. 65 Concrete Temp. 60 Time Batched 1:30 Time Placed 2:00 Air. Content Slump (inches) 3 4 Unit Weight (1.h /ft ) Yield Water Added (gals.) 20 Specified Pc(psi) 4000 Test Age Load Strength Fracture Area (Days) (Pounds) (PSI) Type 12.57 16 Hrs. 36.500 2900 Cnne 12.57 16 Hrs. 38.000 9020 enne 12.57 7 49,000 3890 Cone 12 57 28 17.57 28 17.57 28 12.57 7 46,250 12.57 12.57 12.57 7 16 Hrs. 16 Hrs. according to approved 47.500 3680 3780 21,700 1730 Cone Cone Cone 2 1 r spO or 167T9,virl T.y oe plans. P.O. Oox 309 • Mount Vernon, WA 00273.0300 • (200) 424 -7500 4050 Auburn Way North, Sulte 5 • Aubum, WA 90001 • Z200} 050.7797 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: MAILS TES77ERIAWG & CONSULTING April Report • MIS u�.(,M,I.ol • MAY 00 1990 • 0 , (9•0 # • %ciUp;1 —o , „ PT. Re: Daily Inspection Report Hampton Inn Permit # :.::5911 .. Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector David Lyal arrived at the ,jobsite at 2 :00 pm for a reinforcing steel inspection of tunnel forms. The North wall was the only area ready for inspection. The columns on interior walls were tied over for clearance and additional #4 bar was necessary to comply with plans. Projection dowels from center wall are to be added after the pour and prior to finishing. 5 dowel bar substitutes were added in 2 places for bundled bar "Type A & Type B" by elevator in slab attached to the South wall. Projection dowels are to be added to the South wall after the pour, prior to finishing. Extra chairs were added in the center of each tunnels dock. South walls and decks were inspected during observation of pour along North wall and deck. Trucks arriving at the listed times were observed: ARRIVAL 2:30 pm 2:35 pm 3:00 pm 3:20 pm 3:45 pm WATER ADDED (GAL) 3 5 4 5 0 DISCHARGE 2:50 pm 3:20 pm 3:40 pm 4:00 pm 4:15 pm A set of cylinders was obtained from the truck arriving at 3:00 pm. The walls and decks on the 2nd floor and shear walls on the 1st floor for #5 pour were inspected prior to the MTC inspector's departure at 5:00 pm. If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIIAALLS TESTING & CONSULTING 4-9rjukASL J. Frank Spears Materials Engineer P.O. Box 300 • Mount Vernon, WA 00273 -0:100 • (206) 424 -7560 4050 Auburn Way North, Sulto 5 • Auburn, WA 011002 • (206) 050 -7707 DATE: 4 -30 -90 ti�� MATERIALS J TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampt n Inn FILE 44: 9001 -068 SUPPLIER: Miles Sand R, (;ravel TICKET 41: 135322 TRUCK 41: 130 CLIENT: Northwest Hospitality Group CONTRACTOR:Northwest Hospitality Group MIX T.D.: A 41 OF YARDS: 30 of 45 ifiiii'(f'jaIIVI �IG1 MAY 0 3 1990 CITY �... r O r.. w, L; k Ni_ANNiNC rrrrT. Pour Location: 4th pour 2nd floor walls and darks Type: x Concrete Cylinders MIX PROPORTIONS Cement (Type ) Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Fine Agg. #1 Fine Agg. 412 Admix 411 RH1000 Aclmi.x 4i2 Pozz Admix 413 Admix 414 Cylinder I.D. # 2596 2597 2598 2599 2600 2601 2602 2603 611 30 1780 1440 8 5 oz. /cwt Cylinder Cylinder Diameter Height 4" 8" 4" 8" 4" 4" 4" 4" 4" • 4" 8" 8" 8" 8"• 8" 8." Grout Cylinders Grout Prisms Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather sunny Ambient Temp. 65 Concrete Temp. 70 Time hatched 2:40 Time Placed 3 :40 Air Content Slump (inches) 3 5 Unit Weight (lb /ft ) - -- Yield - -- Water Added (gals.) 4 Specified f'c(psi) 4000 Test Age Load Area (Days) (Pounds) 12.57 16 Hrs. 12.57 7 12.57 9R 12.57 28 12.57 i6r 12.57 7 12.57 28 12.57 28 Remarks: Permit # 5911. Inspector: David Lyal 37,500 37,500 Strength Fracture (PSI) Type 2980 2980 Cone Cone All rebar and WW mesh .laced accordin to a -. 1 .. 1,. r• . to completed inspection of South walls. Proj. Dowel bar to be inserted after wall pours completed, middle and South walls. P.O. Dox 309 Mount Vernon, WA 08213.0309 • (200) 424 -7560 4050 Auhum Way North, Suito 5 • -Militant, WA 90002' •' (200 050 -7797 att NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek MATERIALS TESTING & CONSULTING wn-RWIP9 MAY 0 3 1990 cfl•'s, • April 27, 1990 Report #: 90001 -067 Re: Daily Inspection Report Hampton Inn Gentlemen: ``Permit #:.5911 is the MTC Daily Inspection Report of the referenced David Lyal arrived at the jobsite at 1:00 pm for a inspection of decks on the 3rd pour, 2nd floor (wall previously inspected). All rebar and mesh were in place. Dobbies added for clearance and #9 bar in 3 columns was retied to provide clearance for cover. Submitted herewith project. Inspector reinforcing steel were were Forty -seven yards of concrete was delivered and sets of obtained at 29 and 39 yards. One set of 3 cylinders was tunnel at the completion of the tunnel pour. The 2nd first placed around the elevator pit at the completion of inspector checked the rear and wire mesh for the walls of 2nd floor, and left the site at 3:30 pm. cylinders were placed in each floor wall was the wall. The the 4th pour, If you have any questions concerning this report, or if M.T.C. can . be o any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING fricA,A,&7494.40— J. Frank Spears Materials Engineer P.O. Box 309 • Mount Vernon, WA 98273-0309 • (208) 424 -7660 4050 Auburn Way North, SuIto 6 • Auburn, WA 08002 • (208) 860 -7797 DATE: CLIENT: CONTRACTOR: Northwest Hospitality Group MIX T.D.: A 11 OF YARDS: a MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT 4 -27 -90 Northwest Hospitality Group 39 of 47 Pour Location: 3rd Pour PROJECT: Hampton Inn FILE 11: 90001- 056 SUPPL,T ER : Miles Sand TICKET 11: 135036 TRUCK 11: 137 on 2nd Floor walls & decks F, Gravel (',nmparly Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. 411 Fine Agg. 412 Admix 111 RH 1000 Admix 112 Pozz. Admix 113 Adrnix 114 Cylinder I.D. # 2559 2560 2561 Cylinder Diameter 4" 4" 4" 611 30 1780 1440 5 oz. /100 wt. Cylinder Height 8" 8" 8" Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time batched Time Placed Air. Content rainy 55 60 1:19 21_25 Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) N Specified f'c(psi) 4000 Test Age 'Load (Days) (Pounds) 16 Hra 7 28 1A, Sno Remarks: Permit'' # 5911 All rebar and W.W. mesh placed according to approved plans. Mortar Cub( SPECS Strength Fracture (i'SI) Type 3060 Cone Tnapeetnr: navi d Tyr'? P.O. Uox 309 • Mount Vornon, WA 90273 -0309 • (200) 424.7600 4050'Aui:um i�iiy i1u► "t' ,hullo _5 Auiiurn, WA 90002 - _ • 1260 a5b.7797 a J MATERIALS 144( 90 ) I TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 4 -27 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS:29 of 47 Pour Location: 3rd Pour PROJECT: Hampton Inn FILE #: 90001- Q65 SUPPLIER: Miles Sand & (ravP1 enmp ny TICKET #: 135032 TRUCK #: 127 on 2nd floor walls & decks Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 RH 1000 Admix #2 Pozz. Admix #3 Admix #4 611 30 1780 1440 7 5 oz. /100 wt. Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air. Content Slump (inches) 3 4 Unit Weight (lb /ft ) - -- Yield Water Added (gals.) 0 Specified f'c(psi) 4000 rainy 55 60 1:05 2:00 Cylinder Cylinder Cylinder Test Age Load Strength I.D. # Diameter Height Area (Days) (Pounds) (PSI) 2556 4" 8" 12.57 16 Hrs. 38.500 3060 2557 4" 8" 12.57 7 2558 4" 8" 12.57 28 Remarks:' .:° Permit # 5911 Inspantnr: All rebar and W.W. mesh placed according to approved plans. Mortar Cubf SPECS Fracture Type Cone navi4 Lyal P.O. Doe 309 • Mount Vernon, WA 00273.0300 •(200) 424.7500 4050 Aubum�iiy NorIh, a�ulle $" • 71uburn, WA 90002" _ T (2OOTIG0.T797 DATE: 4 -26 -90 CLIENT: 1MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A 1/ OF YARDS: 50 of 60 Pour Location: 2nd pour, 2nd Floor walls & PROJECT: FILE 1/: r" Hampton Inn 90001- 0 64 ill �'11] 1�►c► �'', ��, ,r, MAY 021990 CITY t1-TUK .•.., ANNING SUPPLIER: Miles Sand & Graval (`tympany TICKET 1/: 134925 TRUCK 11: 132 decks Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. 1/1 Coarse Agg. 412 Fine Agg. 1/1 Fine Agg. 1/2 Admix 1/1 RH 1000 Admix 1/2 Pozz. Admix 1/3 Admix 114 Cylinder Cylinder I.D. 9 Diameter 2553 4" 2554 4" 2555 4" 611 30 1780 1440 7 5 oz. /100 wt. Cylinder Height 8" 8" 8" Grout Cylinders Area 12.57 12.57 12.57 TEST PROPERTIES Weather Ambient Tenip. Concrete Temp. Time hatched Time Placed Air. Content Grout Prisms Mortar Cub( & CONDITIONS SPECS overcast 60 62 1:45 2:45 Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) Specified f'c(psi) 4000 0 Test Age Load Strength (Days) (Pounds) (PSI) 16 Hrs. 34.500 2740 7 28 Remarks: Permit # 5911 All rebar and W.W. mesh placed according to approved plans. Tnsppetnrn Fracture Type CnnP navid Lyal P.O. Box 309 • Mount Vernon, WA 00273 -0900 • (200) 4244000 4060 AuGum�i�y Nurlii, u(le 6 • Auburn, WA 0000-7-12461607797 DATE: CLIENT: CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 40 of 60 4 -26 -90 MATERIALS TESTING & CONSULTIN COMPRESSIVE STRENGTH TEST REPOit PROJECT: Northwest Hospitality Group FILE 41: 90001-063 IMAY 0 21990 CITY O Hamp 1 \1. , r .! , , vr Pour Location:2nd floor walls & decks SUPPLIER: Miles Sand & Gravp7 Company TICKET #:134921 TRUCK #:120 Type: X Concrete Cylinders MIX PROPORTIONS. Cement (Type I ) Water Fly Ash Coarse Agg. 411 Coarse Agg. #2 Fine Agg. 411 Fine Agg. 412 Admix #1 RH 1000 Admix #2 Pozz. Admix #3 Admix #4 611 30 1780 1440 7 5 oz. /100 wt. Grout Cylinders Grout Prisms Mortar Cub: TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 60 Concrete Temp. 60 Ti.ine Batched Time Placed 2:30 Air. Content Slump (inches) 3 4 Unit Weight (lb /ft ) - -- Yield Water Added (gals.) Specified tic(psi) 0 4000 Cylinder Cylinder Cylinder Test Age Load Strength Fracture I.D. # Diameter Height Area (Days) (Pounds) (PSI) Type 2550 4" 8" 12.57 16 Hrs. 31.000 2420 Gone 2551 4" 8" 12.57 7 2552 4" 8" 12.57 28 Remarks Permit '# 5911. All rebar and W.W. mesh placed according to approved plans. Tnspentnrt HAvia Lyal P.O. Box 309 • Mount Vernon, WA 80273.0308 • (200) 424-7000 4oso n ibum Way Nord , §"uiie is r • 'Aub:iiii; WA 9odoi"' • ` idoyo6o: 797 DATE: CLIENT: CONTRACTOR: MIX I.D.: # OF YARDS: �J J MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTII TEST REPORT 4 -26 -90 Northwest Hospitality Group Northwest Hospitality Group A 20 of 60 Pour Location: 2nd Pour 2nd floor walls PROJECT: 1 i •1i:.: i IL%i Hampton Inn - FILE //: 90001- 0 62 SUPPT..TER: JMiies Sand & nravp1 enmp my TICKET #: 134913 TRUCK #: 182 & decks Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 RH 1000 Admix #2 Pozz. Admix #3 Admix #4 611 30 1780 1440 7 5 oz. /100 wt. Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air. Content Slump (inches) 3 4 Unit Weight (1b /it ) - -- Yield - -- Water Added (gals.) 5 Specified C'c(psi) 4000 overcast 60 60 12:57 1:45 Cylinder Cylinder Cylinder Test Age I.D. # Diameter Height Area (Days) 2547 4" 8" 12.57 1F Hrs 2548 4" 8" 12.57 7 2549 4" 8" 12.57 28 1 Mortar Cub( SPECS Load Strength Fracture (Pounds) (PSI) Type 33,250 2650 Cone Remarks: `, Permit'`/ 591 >1 ' Tnspentnr. All rebar and W.W. mesh placed according to approved plans. navirl Lyal P.O. Dort 309 • Mount Vernon, WA 00273 -0306 • (200) 424.7600 4060T1uburn Wsy North, 5`u(lo • Auburn, WA 90002- : 120G 60.7797 DATE: 4 -25 -90 CLIENT: C MATERIALS illiti,L4 TESTING .----- -__ - CONSULTING I:; - i ! _ I�i if COMPRESSIVE STRENGTH TEST REPORT I (rqfy O 2 1990 PROJECT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: A # OF YARDS: 30 of 60 Pour Location: 2nd Floor Walls & Deck SW l - p • • • • • FILE #: 90601- 061 �.• SUPPLIER: Miles Sandr & Gravpr- Cnmpany TICKET #:134783 TRUCK #:126 cnrner Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #i1 Fine Agg. #2 Admix #1 RH 1000 Admix #2 Pozz. Admix #3 Admix #4 Cylinder I.D. # 2503 2504 2509 2510 2511 2512 2505 2506 2507 2508 Remarksi- All rebar Cylinder Diameter 4" 4" 4" 4" 4" 4" 4" 4" 611 30 1780 1440 5 5 oz. /100 wt. Cylinder Height 8" 8" 8," R" 8" 8" 8,, 8" 4" 8" 4" Permit '# 5911 8,, and W.W. mesh placed Grout Cylinders Grout Prisms TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air Content sun & wind, 65 60 1:30 2:00 Slump (inches) 3 4 Unit Weight (lb /ft ) Yield Water Added (gals.) 20 Specified f'c(psi) Test Age Area (Days) 12.57 16 Hrs. 12.57 16 Hrs. 12.57 7 12 57 28 17.57 28 12.57 28 12.57 7 12.57 7 4000 Mortar Cubc SPECS Load Strength Fracture (Pounds) (PSI) Type 36,50Q 2900 CnnP 38.000 3020 none. 12.57 16 Hrs. 21,700 1730 12.57 16 Hrs. 217'ri pPnr 1671I9vir1 according to approved plans. Cone Lfa°in e P.O. Box 309 • Mount Vernon, WA 90273 -0309 • (200) 424.7560 4050 Auburn Way Nodh, Suite 5 • Auburn, WA 96002.--D-06-0I 060.7797 DATE: 4 -23 -90 MATERIALC' TESTING tic CONSULTING 'co irnisssxvj: STRENGTH TEST RRPOR' PROJECT: 1•I CLIENT: Northwent.i3ospiCa7:i.ty 'Group CONTRACTOR :. Northwent Ilospi.ta7.i.ty Group NIX 1.1),: A // OF YARDS: 30. of 38 Pour Location: 1st Level walls 2nd 1.1eve 2 walls from Line 2 r a • MAY 0'21990 mp.ton- Orin- -: ~__.:. _: - FXLE # /:• 90001- 060 • ' ,' SUPPLIER: W. Les Sand & •Gravc7. 'Compahy • TICKET i/: 134681 TRUCK //: .118 1 . s _. •• •u -• Type: X Conorete Cylinders NIX PROPORTIONS Cement (Type x ) Water. Fly A s h Coarne AGG. #/7. Coarse AGO. #/2 Fine AGG. #1 Pine A. i /2' Admix //1 Adml.x I /2 Admix //3 Admix //4 Cylinder 1 . 1 ) . 1/ 2493 2494 2495 2496 2497 2498 Pozz EH 1000 Cylinder Dinmeter 4" 4" 4 II tin 4,' Remarks: Permit #i 611 3A 0• 1780 5 o7 /700rwr ' Cylinder iiei.81 t 8:: ,•R�i 8" ..131/ 8" 8" Grout Cylinders Grout ,Prisms • Mortar. TEST PROPERTIES & CONDITXONS SPECS ' Weather sun Ambient Temp., 55 Concrete Temp. 59 • Time Batched 1 :15 Time ,Placed Air Content • Slump (inches) 3 '- 7 'Unit Weight (1b /ft3) Yield Water Added (ca1u.) 6 Specified fle(pnl) 4000 ms 2:30 Test Ace Area (D.ayu) 12;57 12.57 12.57 12.57 12.57 12.57 16 Ilrs . 16 firs . 7 28 28 28 • Loud Strength (Poundn) (PSI) . 401 28.650 99Rn 29,325 230. • 64.000 snap ' 5911 ' Inspector: David Lyal • F atti.c7 Type ' i;ohe Cone Cone All velum placed per approved drawings. 11•08 1i1' Q MO "1lor11Mountle o�r� • 'A him .w ooaa •z 't O(i Atlb $ D7 DATE: 4 -23 -90 CONSULTING comet rssxVE STXtiNGT11 my REPORT PROJECT: 1.1nm FILE flt 90061 t 1_i L \:; r . SUPPLIER: Miles Sand & .Gravel 'Com*paizy CLIENT: Northwes1:.'IJospiCa3:ity 'Group CONTRACTOR: Northwest floapa.tality Group Nu: 1.0.: A /l OP YARDS! 50 of 60 ' Pour Locations Tunnels and walls between and 3 deck pours Level 2 • T'AY 0..2 1490• L•ot�rt iri' .1R i:. �� TICKET fit 1345441 T1UJCK //: '128 E & F Lines 2 walls. in 'for '3 wz° Type: X Concrete Cylinders MIX 1'1t01'ORTIONS Cement (Type 1 ) WaLer. Fly Ash Conrne AGG. #I1 Conrne AGG. 412 Fine AGG. #/1 r3.nn Ai,G.. '/2' Admix //l Adm t.x I/2 Admix f/3 Admix //4 Cyli.ncler. T.•1). 2483 2484 2485 2486 2487 2488 Pozz. Cylinder Diametcir. !1n G" till • n 4" ltn:nnrlca t .Permit tlii 611 39 0 • 1780 pea 1440 5 r17 /10n wt Grout Cylinders Grout•Prisms ' Mortar. Cylinder: flex f;bt Area 8" 12;57 .•8tt Gv. 8.. 8" 12.57 12.57 12.57 '19 97 12.57 • TEST PROPERTIES & CONDITIONS SPECS' cloudy mi.t 45 60 • Weather Ambient Tamp.. Concrete Temp. Time (latched Time .1i.need Air Content . Slump (inches) 4 -'8 'Unit: Welch:: (lb /ft 3 )^ Yield Wn1 :er. Added (Gain.) 0 Specified P'0(pni) . 4000 1:32 2:40 Test Age (Days) 16 Hrs. 16 Drs. 7 7R 28 28 Load (Pounds) 18,650 19,100 53,000 • Strength l!xnatu (1'Sx) Type 1485 ;520 4210 5911 XnepQotor t Scott Moore ( nn .Cans-- Cone All rebar placed per approved drawin $3o. innir O ttox Wia'LI.►.11i atioilV0nlont'A Ituui'rWAt►odol " ". Th 1 ti5l0 tln7 • MATERIALS • TESTING Bc CONSULTING. 'Co1PRESSivn STRENGTH TEST REPORT DATE: 4 -20 -90 CLIENT: Northwest.Hospitality 'Group CONTRACTOR:.Norihwest Hospitality Group MIX I.D.: A 11 OIL YARDS: 50 of 60 ' • Ir- • -:- '[�; i('i• WY 0'21990. PROJECT: 1•Inmpton Inn . PILE 11* 90001-058. SUPPLIER: Miles Sand & 'Gravel 'Compahy. TICKET 11 : 134395 TRUCK 11: '182 Pour Location :, Pour 11 8, 2nd Floor walls & decks,, NE side Type: X Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type 1 ) Water Fly A s h Coarse Age. 111 Coarse ACC. 112 Fine An. 411 Pine A. 112' Admix 111 Adml.x 112 Admix 113 Admix 114 611 30 1780 1440 '11111000 5 Pozz. 5 oz. /100 wt Cylinder Cylinder I.D. 11 Dinmetdr 2477 lt�� 2478 2479 2480 2481 2482 411 It n 1" 4" flarnnrico: Permit #1 Cylinder Height Area 12.'57 8s .8s 8" R.. 8" 8" ' •12.57' 12.57 12.57 •17.57 12.57 Crout,Prisms ' Mortar. TEST PROPERTIES & CONDITIONS Weather sun & rain Ambient Temp., Concrete Temp. Time Batched . Time .Placed X Air Content --' Slump (inches) 4 ' 'Unit Weight (lb /ft3) - -- Yield Wnt :er. Added (gals.) 3 Specified f'c(pSi) . 4000 65 67 • . 2:20 , 3:05 'Fist .Ate (Days) 64 64 7 Hrs. Hrs. 28 28 28 Load (Pounds) 46,500 43,000 52,000 SPECS'' Strength Fractut (PSI) Type 3700 Cone J420 Cone 4140 , Cone 5911 ' Xnopnotore David yyal All rebar placed per approved drawings. A p;r:.. w0.:�i.:.1l Mount '. Valmont "'A A 00273.030 ndn ' .'�Te611 fiefrot e7 • MATERIAL. . TESTING Inc CONSULTING, 'COMPRESSIVE STRENGTH CLIENT: Northweet.`IEiospitality 'Croup CONTRACTOR: Northwest Ifospitality Croup NIX t. D.: 4000 paj PPa .nrnva1 r ~ff . APR 2.G 1990 . ......... . . 1 TEST REPORT �.....__..._ lameton Inn . 90001-054. PROJECT: nix 01 ,. SUPP .IER: Milbs Sand & •Gravol 'Company. TICKET 1/: 134002 1/ OF YARDS: 10 of 22 TRUCK 11: '144 Pour Location s, Level Typo: X .. Concrete Cylinders MIX PROP0I1TX0NS Cement (Type X ,) Water Fly Ash Coarse Aaa. #1 7/$''. Coarse Aga. 112 Lino Aga. 111 Gina Agg. 112' Admix /11 Pozz. 5 Admix !12 RH1000 • 5 Admix #3 Admix //4 611 • 1780 1440 Cylinder z.n. # 2429 2430 2431 2432 2433 2434 Cylinder Dinmetdr ro" !tn 1111 • 411 !M 4" • oz /100 wt, gal. Cylinder Height • .Su 8.. • 8" fomnrlcn 1. Pormit #: 5881 ,S911' Grout Cylinders Area 12.'57 12.57 12.57 '17_57 12.57 G1:out, Prisms Mortar. Cu • • TEST PROPERTIES & CONDITIONS SPECS ' Weather Ambient Temp.. Concrete Temp. Time batched 11 rain 50 •65 12:15 Time .Placed 1:00 • Z Air Content Slump (inches) 3 47* 'Unit Weight (1b /ft ) Yield Wnt :er, Added (gals.) 0 Specified f•c(pni) 4000 Tent Age (Days) 16 Urn 16Hrs. 7 7 28 28 Load (Pounds)' 23,050 2A 1Sn 53,500 • Strength Fracture (PSI) Type . • . 1830 Shear 2080 , Cana 4260 • Cone ' Inopeator: Dayid'Lyja All rebar placed par approved drawings. tQl Mott 300 • . Mount Vomont WA 0621010309 • �U00 424.7500 don maim wi11'�A►11.;'bu�ih r . " Auhiiin, wn oo6a . d6fe1yo7 DATE: 4 -17 -90 CLIENT: Northwest :Hospitality 'Group CONTRACTOR: Northwest Hospitality Group cravp7 1. MATERIALS . TESTING et CONSULTING. ' c0MrfESSXvi STRENGTH TEST REPORT . PROJECT :. • PILE 0: SUPPLIER: MIX I.D. 4nnQx,ai Ppa 0 OF YARDS.: 10 of 22 ' Pour Location: Level 1 tunne • . . APR 3 2 1990 . Hampton Inn . . • 90001-054. Miles Sand & 'Gravel 'Compai y• TICKET 0: 134002 TRUCK 0: '144 • ► . • Type: X Concrete Cylinders MIX PROPORTIONS Cement (Typo 1 ) Water Fly Ash Coarse Agg. 01 7/$'•. Coarse Agg. 02 Pine Agg. 01 Pine Agg. 02' 611 178n 1440 Admix 01 Pozz. 5 oz /100 wt,, Admix 02 RH1000 • 5 gal. Admix 113 Admix 1I4 Cylinder I.D. 0 2429 2430 2431 2432 2433 2434 Cylinder Ainmetdr h" 4" 4" 4" 4`• 4" • Cylinder Height 8►► .8•1 0.. '0.1 " 8" Itemarlcn i Permit #: 5381 Grout Cylinders Area 12.57 ' 12.57 ' 12.57 '17_57 12.57 Grout•Prisms TEST PROPERTIES & Weather Ambient Temp.. Concrete Temp. Time Patched Time .Placed X Air Content Slump (inches) 'Unit Weight (lb /ft3) Yield Water Added (gala.) Specified C'c(pei) CONDITIONS it Jain 54 , •65 12 :15 1:00 Toot Age (Days) 16 H rs 16 Hrs. 7 7 28 28 Load (Pounds) 23,050 0 4000 . ,6 1sn 53,500 ' Zna eaters Mortar. Cub sacs • Strength Fraatura (PSI) Type 1830 Shear 20$Q (`.nne. 4260 one All vebar planed per approved drawings. P.O Don 309 • Mount Vernon, WA 00273.0309 • f 200). 424.7500 4Ofl5 ►iir +0►�W , 'U:,11611e •" l�i:huiu; WAO0do�t • 0 8'11$ UMW DATE: ' CLIENT: Northwest.`Ilospitiality •Group CONTRACTOR: Northwest Eloapitality Group ' C0NVnrssxvi? 4 -16 -90 MATERIALb TESTING tic CONSULTING. STRENGTH TES'J REPORT PROJECT: • MIX Z.D.: 3/8 Pea Gravel. d OF YARDS: 20 of 40 • Apr? 26 1990' '1. • • Hampton Inn . • f. PILE #: 90001-053 SUPPLIER: Miles Sand & •Gravel 'Compahy• TICKET 0: 133948 TRUCK 11:, 010 Pour Location: 2" from Docks and•walis at elevator • •.; • • • Types X Concrete Cylinders MIX PROPORTIONS Cement (Type X ) 611 Water Fly Ash Coarse Age. 111 Convict Aar,. 02 Fine Aim. 01 Finn Acr . 1/2 111 Rff'1000 Admix 1)2 Poza Admix 03 Admix 114 Cylinder I.D. 11 2399 2400 2401* 2402 2403 2404 itrmnrtca : ce 1 1 : Cylinder Dinmeta 10: 4" Ate.... 411 4w 30. 1780 • ' 1440 5 5 oz /100 wt. Cylinder Height 8•• .8“ 0" '8u 8.. 8" ba ,. Grout Cylinders ,—__ , ,Grout, rri:3ms ■ Area 12.57 12.57 12.57 12.57 17.67 12.57 • TEST PROPERTIES E. CONDITIONS Weather gunny Ambient Temp., 75 Concrete Temp. 68 • Time Batched 12:20 Time •P1nood 1:20 y Air. Content Slump (Inches) 'Unit Weight (1b /i!t3) - -- Yield Water Added (Gala.) + 4 Specified ro(pni) , 4000 c, Test Ago Load (Days) (Pounds) 16 Hrs., 2.3, 000 16 Ilrn. 23,000 7 . 7 28 28 • 62,000 Strength (PSI) 1830 1830 o 4910 • Inanoators David •Teal • • Mortar. Cu' SPECS'' .• Fracture Type $hgar Shear • • All robar placed per approved drawings. 110* IMO ' M :: A 1$1 rnon° ,WI 082730300 • 12001424.7800 aonG Autrrii walIIorih,Nls Rb um, WA ondo • 61q lGd :f) or • • 101 11 TESTING & MATERIALS CONSULT! NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen: • .• CI A-PR2 1990- • ( A rill:(17:.1.9.9 • Re oz. ' :- —90004-054 Re: Daily Inspection Report Hampton Irin, ;q0g02.0aAtiiIT'.:1 Submitted herewith is the MTC Daily Inspection Report of the referenced project. Inspector Scott Moore arrived at the jobsite at 12:00 pm for a reinforcing steel inspection of tunnel forms. There were no mechanical tie ends at the elevator shaft area. The following "fix" attached was approved by the engineer before concrete placement. If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 860-7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P.O, Box 309 • Mount Vernon, WA 98273-0309 • (206) 424-7560 4050 Aubum Way North, Suit° 5 • Aubum, WA 90002 • (206) 850-7797 ATWOOD•HIINZMAN•JONES, INC. CONSULTING' ENGINEERS eoeE Mat 218 $ Cat RCND • e0& D e3" +4 • ! ) 9230194 • rM (2oe) a7se3M 10$ ATTN s We are transmitting r';', pages plus thin cover sheet. It you did not.reneive all page's, please call (208) 383 -0198. IIMOIEMMEIAJERIT DAIK, 4/17150_ Y *x flo s1'O .2'Z1 -o11'f D18CR *PTION /RMMARK8s 4L4.) :i + 140.14 *o- (At . ww-C ' 12).14.44. Obeogi 40 LAS-4. .410,A.A.4., &Iowa, Aosib *0440%. oinvy) iod prio-r.4.0 /A) 204.4 e. , I A dpiri geAl /'e44/24•444711t4•4 v i Ifk[t'is(!)[;"..1111.3 APR 26 1990 CI'T'Y 0i. ti'te'r: rVc: A PLA'.S yNC, t.•. 1. AATEt_ 4 -23 -90 MATERIALS TESTING Bc CONSULTING. COMI'ItTSSIVI: ST1tENC'TIt TEST REPOUT . PROJECT t »tunpton Inn . FILE 41 :, 90001-058. SUPPLIER: Miles Sand & •Gravel 'Company. TICKET 112 134544 TRUCK 41: '128 • . • ,, CLIENT: Northwest.'I3ospita1ity 'Group CONTRACTOR: Northwest IHospitality Group MIX I.D.: A .11 OP YARDS: 5Q of 60 • Pour Location: Tunnels and walls between E & F • Li es 2 walls. in for.'3 and 3 deck pours Level 2 Type: X Concrete NIX PROrOR'TiONS Cement (Type I W,Ater Fly Ash Conrse A66. #1 Conr.e A80. 412 Fine ARR. 411 Etna A. 412' Admix 111. Admix 412 Admix #3 Admix //4 Cylincler. I.1) X.D. # 2483 2484 2485 2486 2487 2488 Pozz. Cylinder Dinmetdr. 4" 4" !1u 1. 11 4„ Cylinders Remnrkn: Permf.t .7ir :: 611 3Q 1780 pea 1440 5 n7 /1Qn gut. Cylinder nci.rlit 8" a,. ..'8„ 8 ,. 8., 5911:. Grout Cylinders Grout, Prisms , Area 12.'57 '12.57' 12.57 12.57 '12_i7 12.57 TEST PROPERTIES & Weather Ambient Temp., Concrete Temp. Time Batched Timo .Plrced %y i. Air Content S Lump (tnohon) 8 4 'Unit Weight (1b /Tt3) Yield Wnt:er. Added (gain.) 0 specified T'c(p:ii) . 4000 CONDITIONS cloudy mist 45 60 1:32 1 :40 Test Aga (Days) 1..._. 6 11rs . 16 firs .• 7 28 28 28 Load (Pounds) 18,650 19,100 { Mortar. Cub SPECS ' " . 1 • 0. Strength Fracture (PSI) . 'TYne ' 1485 CAna 1524 ' xnnpnotox• t Scott Moore All rebar placed per approved drawings. Ir.0, nc �n • Mount Vo W 002734309 zd11K R81ioyx . fl • 1 ...1 ' " . ' iW A AAnh.. j01t A, • (;2 DATE: • 4 -20 -90 • 7 - r [MATERIALS • . �l.IkF IVF (1 TESTING & r GONSULTIN COM)?ItrsSIvr STRENGTH TEST REPORT CLIENT: Northwest.'Ilospit'ality 'Group CONTRACTOR: Noi hwest Hospitality Group NttX 1.D.: A 11 OF YARDS: 50 of 60 ' Pour Location: Pour 1/ 8, APR .26 1990 • " PflOJPC'T:, Hampton Irin " FILE 1/: 90001 -058. SUPP[,IJR: Miies Sand & 'Gravel 'Company' TICKET /l: 13439 TRUCK //: 182 2nd Floor walls & decks,, NE side Type: X Concrete Cylinders Grout Cylinders HIX PROPORTIONS Cement (Type I ) Water 11.y Ash Coni^ero A. X11 Conrao ACC. //2 r ine A. 111 Fine AGR,• X12' Actrntx //1. Admix 112 Admix 113 Admix 114 Cylinder J.D. # 2477 2478 2479 2480 2481 2482 ' 1 H1000 Pozz . . Cylinder Diameter 4" 4" 4". ern 4n 4., Remarks: Permtt-er 611 30 1780 1440 5 oz. /100 wt • Cylinder Height 8" S!! 8.. 8• 5911 Grout,Prisms TEST PROPERTIES & CONDITIONS Weather .Ambient Temp.. Concrete Temp. Time batched Time .Plncod X Air Content - -- Slump (inches) 4 'Unit Weight (lb /ft3) --- Yield Wnl:er. Added (gals.) 3 Specified f'c(psi) , 4000 sun & rain 65 67 . 2:20 3:05 Test Age Loacl Area (Days) (Poundn) 12.'a7 64 prs. 46,500 '12.57' 64 firs. 43,000 12:57 7 12.57 28 17 57 12.57 28 • 28 Mortar. C SPECS.' Strength Fracture (PSI) Type 3700 Cone i420 one ' Xnapactor: David j,yal All rebar placed per approved drawinea. P.O. Itox 300 • Mount Vomon WA 0021'1.0900 • 1x00) 424.7800 ....wnu. .w i l'. 1 • M1.....�►P t. • ut.t N,_.�. �• u.. wr.lwkn. uw "!' A'!1 /r11N�al.w.• DATE: 4 -23 -90 MATERIALS TESTING Bc CONSULTING. 'coESSXVl STRENGTH TEST REPORT PROJECT: Dam Main Northwest.'Hospitality 'Group FILE 11: 90001-059. CONTRACTOR: Northwest Elospitality Group SUPPL.IER:, Miles Sand & •Gravel 'Cornpany. MIX I.1).: A TICKET 11: 134681 TRUCK 11: .11R ��► - [APR 27 19go Cr1.y c;r: '� 11 OIL ?ARDS: 30. of 38 Pour Location: 1st Level walls 2 walls from Line 2 Types X Concrete Cylinders MIX PROPOUTI0NS Cement (Typ• 1 ) Water Fly Ash Comae ACC. #1 Coarse App. 112 Fine ACC. #1 Pine ACR,. 1i2' Admix 111 Admix 112 Admix 113 Admix 114 Cylinder I.». # 2493 2494 2495 2496 2497 2498 Pozz RH 1000 Cylinder Diametdr 411 hn 4"' to tin 4n nemnrkn v PorMit; 611 • 30 0' 17$0 5 oz /1000wr 5 gals- Cylinder Height 8" .a" 0.. 0.. 8" 8" 5911 Grout Cylinders Area 12.'57 ' 12.57 ' 12.57 12.57 '17_57 12.57 Grout.Prisms TEST PROPERTIES & CONDXTXONS Weather Ambient Temp.. Concrete Temp. Time Batched Time .Placed 2 :30 Air. Content s un 55 59 1:15 %'- 7 ' Slump (inches) 3 � �� 'Unit Weicht (lb /ft3) Yield -- Water Added (Gala.) 6 Specified C'c(psi) 4000 Test Age (Days) Load (Pounds)' 16 firs- 28.650 16 Firs. 29,325 7 28 28 28 Strength (PSI) 22Rn 2330. ' inopuotor r David Lyal Mortar. Ct SPECS'" Fracture Type . rnhe Cone • All rebar plaoed per approved drawings. P.O. now ono • Mount Vornonl WA 00273.031M • S2on 424.7s1o4 Anri►AA..r; ,, Ww"hti,.11r31i:lin 1: • " 'Au6:iin. WA credal "" 612611 dG6:f'!n7 MATERIAL • 1 I ; �_��,.:�;��;;�;;�: TESTING & CONSULTING kAPR. 3.0 1990 CIl l 'COMrnrssxvr STRENGTH TEST ItErORT DATE: 4 -19 -90 PROJECT: Elampton Inn . PILE t' /: 90001 -056. SUPPLIER: Miles Sand &'Gravel'Company. TICKET 1/: 134299 TRUCK 11: '120 Pour Location: Pour #7, 2nd Floor W ells & Decks ,,NE side CLIENT:, Northwest.'Hospitality 'Group CONTRACTOR: Northwest Hospitality Group rtxx I . D.: A // OF YARDS: 40,of 56 Types X Concrete Cylinders Grout Cylinders MIX rROPORTXONS Cement (Type x Water Fly Ash Coarse Age. #/1 Coarse Agg. 4/2 Fine Aga. 1/1 Fine A. # /2• Admix #/1 Admix /12 Acltnix (/3 Admix //4 Cylinder I.D. t'/ 2446 2447 2448 2449 2450 245). 2452 RH 1000 • Pozz. Cylinder Diameter It 11 Orr ttip' 4" 4" 4" 611 30 , 1780 1440 5 5 oz. /1Q0 wt Cylinder Height 8rr . Dsr 8" ..'0" 8,. 8" g.. :lemnrka: Permit :e ::3801 5911 Area ' 12.'57 ' 12.57 ' 12.57 12.57 '19.57 12.57 Grout.Prisms TEST PROPERTIES & CONDITIONS ' ,Mortar. Cut Weather ta•in/ot Ambient Temp.. 65 • Concrete Temp. 68 • Time Batched 2:33 Time .Placed 3:30 X. Air. Content - -- Stump (inches) 'Unit Weight (1b /ft3) - -- Yield - -- Water. Added (gays.) 10 Specified f.e(psi) 4000 5 Test Age Load ' (Days) (Pounds) 16 Hrs. 19.000 16 Hrs. 20,000 16 Hr4, 21,000 7 38.500 ,umn Strength (rsr) 1520 1600• 16m 28 • 28 28 • Inspector: David'1yal SPECS"' Fracture Type 'n o Cone Cone Cone All rebar placed per approved drawings. P.O. Box n Mount °:no AI A n•2 •�^W }1ori 11 le f' Wodor Nei ln7 DATE: 4 -20 -90 CLIENT: Northwest.Mospitaiity 0roup CONTRACTOR: Norihwect hospitality Group Dizx z . n.: A MATERIALS $ TESTING M tat NSULTI 1. ty kAPR.3O1E9D 'co j nrsSxvr sT1irNGTI1 TEST REPORT PfOJECTs hampton inn . '// OF YARDS: 50. of 60 nu 4/: 90001 -058. SUPPLIER: Miles Sand TICKET //: 13439 & .Gravel 'Compa1T<y. TRUCK 4/: '182 Pour Location:, Pour 4/ 8, 2nd Floor walls & decks,, NE side • Type: X Concrete Cylinders Grout Cylinders • NIX PROPORTIONS Cement (Type x ) Water Fly Ash Coarse Age. 41 Course A. #/2 Fine AC8. 4/1 Pine ACS,. # /2' Admix 111 Adtn 1.x //2 Admix //3 Admix //4 Cylinder I.D. # 2477 2478 2479 2480 2481 2482 611 30 1780 1440 $EI1000 5 Pozz. . 5 oz. /100 wt Cylinder Diametor 4" Ott 4•' 101 4.. 4.1 Remarks: Permit 4/i • • Cylinder Height 8" 8,. 8" 8" :'5911. Area 12 :57 ' ' 12.57 ' 12:57 12.57 .1 ?_57 12.57 Grout,Prisms TEST PROPERTIES & CONDITIONS Weather sun & Ambient Temp., 65 Concrete Temp. 67 Time Batched 2:20 Titre ,Placed %Air Content --- Slump (inches) 'Unit Weight (lb /ft3) --- Yield Water Added (wan.) 3 Specified C'c(pni) 4000 3:05 rain 4 ' Test Age (Days) 64 64 7 Hrs. Hrs. 28 28 28 Lord (Pounds) 46,500 43,000 Mortar. C SPECS'" • Strength Fracture (PSI) Type 3700 Cone J420 one . 52,000 4140, ' Xnapaatort David j,yal Cone' All rebar placed per approved drawings. 11.0. flax W)O • - Mount Vomonl,WA 00273.0aurl,��� „- f20014 4 80 yA, • • MATERIALS r; J I'l Ial !ililjtea TESTING lac ��.��3i��;I��,..��:. CONSULTING, APR 23199Q' . ••� - e t,ii i t'�1./1 'COMPRESSIVE STRENGTH TEST REPORT .•� r.,� •: ��r�T.' . .P� .r_1) >, PROJECTS 1lampton.- inn-.- _„_ _._... • -` . . PILES 0: 90001 -056 ' ' ' ' SUPPLIER :, Miles Sand & •Gravel 'Company. TICKET T 1/: 134299 TRUCK 11: • 120 DATES 4 -19 -90 CLIENT: Northweat.`iloepitiality 'Group CONTRACTOR: Northwest lospitality Group NIX I.D. :,A n OF YARDS: 40.0f 56 • Pour Locations Pour 07, 2nd Floor W alas & Decks, NE side • • • • Typo: X Conoreto Cylinder° Grout Cylinders Mxx rnoronTroxs Cement (Type I ) Wntor Fly Ash Conroe ACC. 111 Contse ACC. 02 Fine Aaa. 01 Mina A. 412' Admix 111 Admix ill Admix 03 Admix 114 Cylinder I.D. 0 2446 , 2447 2448 1449 2450 2451 2452 famnt:ka RH 1000 Pozz. Cylinder Diameter 1" 4" 4':' 4" 4'• 4" 4'• 611 30 1780 1440 5 5 o2. /1g0 wt Cylinder Height SN an n" 0'• '8"• 8.. R•• Area 12.57 '12.57' 12.57 12.57 '19_57 12.57 Crout.Pvisms IIIMMIMMOVOMIA TEST PROPERTIES & CONDITIONS Weather rain /overcast Ambient Temp., 65 % Concrete Temp. 68 Time hatched . 2:33 Time .I'lnood • 3 :30 Aix Content • Slump (inches) 5 'Unit Weight (lb /ft3) Yield Wntcr. Added (cals.) 10 Specified f' 0(psi) • 4000 • • Mortar Cut SPECS ' ' Test Age Load ' Strength Fraoturo (Days) (Pounds) (PSI) . Type ' 16 Hrs. 19,000 1520 16 Hrs. 20,000 1600' 1 Cone • 16 Bra, 21.000 1680 • , Cone 28 28 28 Ina actor! • All rebar plaood per approved drawings. P.O. Hox 340 • Mount Vernon, WA 00273.0301) • » (200 )424.7500 Q I " Auburn, WA °odoi' :-1161) dG6.7y07 DATE: CUNT: CONTRACTOR: MIX I.D.: OF YARDS: 4 -17 -90 Northweet.`Hospitality 'Group Norihwest Hospitality Group 4000 poi Ppa naval lOof 22 ' • • • • • MATERIAL :.:.. G. APR .20 1990. ' • T CITY' OF. fUKWVfLA . PSOJECTI namOtdriAENffi DEPT. . • FILE 01 90001.054. • • ' ' • d Miles Sand & •Gravel 'Company • TESTING 13( CONSULT! ' commtussXVJ STRENGTH TEST REPO Pour Location: Level 1 tunnel lager _pour. t,inp SUPPhrER: TICKET fit. 134002 TRUCK fit • '144 1) f. P, lino 6 R S Typo: X Concrete Cylinders Grout Cylinders ,Grout,Prisms Mortar. Cu' TEST PROPERTIES & CONDITIONS SPECS'' MIX PROPORTIONS Cement (Type x) 611 Water Ply Ash Coarse AQC. 01 7/10. 1780 Coarse AGO. 02 Pine A66. 01 1440 Pine Ag . 112' Admix 111 Pozz. 5 oz /100 wt Admix 02 RH1000 . 5 gal. Acltnix 03 Admix 04 Cylinder 1.n. # 2429 2430 2431 2432 2433 2434 Cyl inder Dinmetar .4" 4" 4 "• 4" 11 4" Cylinder Height Axon 8'l 7 12.57 '12.57' 12.57 12.57 •nu 0" • .'8" 8w 8" ltomnrlts t Permit fit 5801 , ,49rlIt_r '17_ %7 12.57 Weather it rain Ambient Tamp.. 50 • Concrete Temp. '65 Time Hatched 12:15 Timo .Plaoed 1:00 % Air Content Slump (inches) 3 -.. 'Unit Weight (1b /ft ) Yield • Witter Added (Gala.) 0 Spooified C'Q(psO.) 4000 as am 40 Teat ACe (Days) 1 6 flr e 16 Hrs. 7 7 28 • 28 Load (Pounds) 23,050 Strength Prncture (PSI) Type • . . 1830 Shear A 1 5(1 20x...., f `nn a Inapaotort David 'Lya1_ All rebar placed per ap roved drawings. PIO. fox 300 • Mount Vernon? WA 05273.03011 • •� goo 424.7500 Anftl A 'm 1144114:.111:'llulis r • - 'Ruli:iin. WA Wok"' • am da6J'io7 DATE: 4 -16 -90 CL /ENT: Northweat.'1loapitality 'Group CONTRACTOR :Norihweat Hospitality Group MIX 1.0.: 3/8 Pea Gravel. n OF YARDS: 20 of 40 • (- MATERIAL' TESTING at CONSUI..TIN 'coMrnl:s.^sx%'l STitENCTII TEST =POE P80JrC ?: ,... ., .. OMO APR, 19 1990' m , . TY TUKvv'1LA • '• • .• PILE 0/, 9 0012 , a , • SUPPLIER: Milo Sand TICKET 0: 133948 TRUCK 0: ' 010 Pour Location :, 2" from'Docks and•walls at elevator & •Gravel 'Company• • • • , • • Typo: X Conorete Mzx rnorOnTXONs Cement (Typo X Water Fly Ash Conrno ABC. 01 Conr:se Aar. 02 Fine Agg. 111 Finn ABB. i12' Admix 01 A:ImLx 02 Admix !13 Admix 114 Cylinder I.D. 11 2399 2400 2401t4 2402 2403 2404 Cylitidera Grout _) 611 30. • • 1780 1440 RY'1000 5 • Pozz . 5 oz /100 pt. Cylinder Diameter • • Cylinder Height 4.. 4.. 4" 4" • 0" 8" Area 12.57 '12.57' 12.57 12.57 12.57 Cylinders Crout,Prisms TEST PROPERTIES t. CONDITIONS Weather Ambient Temp.. Concrete Temp. Time Batched Time .Placed X Air Content Stump (inches) '4 'Unit Weight (1b /ft3) Yield Water Added Added (cals.) Specified f'o(ptii) 4000 sunny 75 •• 68 • 12 :20 1:20 • • IND .11•11,11•1 + 4 • Mortar. C . SPECS'' • • Test Age Load Strength rrni ture (Days) (Pounce) (PSI) . Type 16 Hrs. 23,000 1830 Shear 16 Hrs. , 23,000 1830 Shear 7 7 28 • 28 Itn:nnrka s Permit 0: 5081 5911' ' xne rotor „YCvl indq 02401 w*a a_ bad cylinder and was not exokpn„ All robs= placed per approved drawin8e. 1',P414.0 9.40_' . , w Yts to:!,. J o94/koawn, _ !... 13221 42.4/60.9. DATE: 4 -12 -90 MATERIALS \\ • TESTING & CONSULTING. 'COMPRESSIVE STRENGTH TEST REPORT • PROJECT : Elampton • • . • PILE 11: 90001-052. ,, SUPPLIER: Miles Sand b• Gravel' Company. TICKET 11: 133702 • • . CLIENT: Northweet.`Hospitality 'croup CONTRACTOR: Northwest Uospitaiity Group MIX I.D.: 3/8 pea Gravel. �► or YARDS : 38 of 38 Pour Location: oc APR 18 1990 CITY' Orhr�j'�A •PLANNING• DEPT:. Tar". TRUCK 11: '141 • Type: X Concrete Cylinders Grout Cylinders •Grout.Priems . • MIX PROPORTIONS Cement (Type I*) Water Fly Ash Coarse Age. 01 3/9. Coarse Agg. 112 Fine Agg. 111 Fine A. 02' Admix 111 Admt'x 112 Admix 113 Admix 114 ?;s Cylinder I.D. 0 2322 2324 2325 2326 2327 RH ' 1000 Pozz. • Cylinder Aiamotor 4" A "• 41" 4" 611 1780 MO MN MI 1440 4 4 oz. Cylinder Height gat .8" 0" g.. 89 Remarks* Permit di 580V�A911' • Area 1.....2..`.57 ' ' 12.57 ' 12.57 12.57 12.57 ' Mortar. Cub TEST PROPERTIES & CONDITIONS SPECS'" Weather sunny /overcast Ambient Tamp.. 68 Concrete Temp. 70 • Time Retched 1:17 Time•Pinood 2:20 2 Air Content - -- . Stump (inches) 'Unit Weight (1b /ft3), Yield Water: Added (gala.) 8 Specified 1'0(pat) Test Age (Days) 1.. 6 firs 16 Hra. 7 7 28 • 28 4000 Load ' (Pounds) 28,750 29,500 • Strength Praoture (PSI) Type ' 2290 Cone 2350 one Xnepootort David'LYat • All rebar plaood per approved drawings. P.O. fax 900 • Mount Vornont WA 00273.03011 • » (200 424.7500 $110 ���rr;►.;:► WirN�� �''. %Ohl I ,isin, WA ondolt • "'T al) Q6f1'.ty07 DATE: 4 -12 -90 • • • M TER1�1L '1' TESTING & COIISULTJNG, ' C0MPRESSXvn STXt1:NGTH TEST 1tE1'OitT MDT:, Northweet.Hospitality 'Group CONTRACTORt Northwest Hospitality Group FixX /.0.: 3/8 pea gravel. 11 OF YARDS: 38 of VI Pour Location: Doc s • • • ,t (APR 23 1990 1., •. • X'UOJECT: ttnmpton, Inn , • , . VILE tt: 90003 -0 e , SUrPGIER: Miles Sand & 'Gravel 'Company• 't'XCKET its 133702 • TRUCK 0: '141 • • Typo: X Cylinders MXX rnoroUTioNS Cement (Type 1 ) 611 Water 0 . Fly Ash Conroe AGg. #1 3/8, 1780 Coarse AGg. 02 Pine AGg. Ill 1440 Pine ACe. !12' Admix 01 RN'1000 4 Aj Admix 112 Pozz. . 5 oz. Admix 113 Admix 114 • Cylinder 1.D. 11 2322 2323 2324 2325 2327 Remnrko s Cylinder D&amotor 4" It " h "' 4" Cylinder Height 8" ,S" 0.. g.. 8" Grout Cylinders Area 12.57 '12.57' • 12.57 12.57 '12_57 12.57 • Grout,Prisms • _ Mortar. Cu TEST PROPERTIES & Weather Ambient Tamp., Concrete Temp. Time Batched . Time .1.'lnced • 7. Aix Content • CONDITIONS ' u s nnv/overeast 68 70 . 1:17 2:20 dm NM Ow Stump (i.nahea) 'Unit Weight (1b /ft3) --- Yield • Water Added (cola.) Spoaiftad t"o(pat) Tact Ace (Dnyu) 16 firs 16 Era. 7 60,500 8 4000 Lend ' (Po::ndn) 28,750 29,500 7 64,500 28 • 28 ' Ina actors SPECS ' ` ,'1 Strength Frncturo On) Typo 2290 CAne,� 2350 Con`..,; 4810 Cone 5130 Cone • All rsbar plaoed per approved drawings. P.Ga o San • Mount Vornont WA 00273.0309 • -1oa 4247300 Mar /afoul a �i4 W 1 'I, rlii�'Itulle r • " 'l�ul:tiin, WA aod0�t' ."1265) �GO'.tyo7 DATE: 4 -10 -90 MATERIALS TESTING & CONSULTIN COMPRESSIVE STRENGTH TEST REPORT PROJECT: Elam gii- nri'.r'`3 O%PT. FILE #: 90001-050. SUPPI.IERs Miles Sand & .Gravel 'Company. CLIENT: Northwest.`Hospitality 'Group CONTRACTOR: Northwest (Hospitality Group MIX I.D.: 3/8 Pea Gravel. 0 OF YARDS* 10,of 10 • in,41001.Vjg APR' 19 1990 TJK*ILA TICKET # :, 133462 TRUCK #: Pour Location: Bays. ha1f of 3. 4 and 5 Walls , Types X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water 30, Fly Ash Coarse Agg. 013/8 1780 Coarse Agg. 02 Fine A. #1 Pine F. 02' Admix 01 RH 1000 Admix #2 Admix 03 Admix, 04 Grout Cylinders Grout, Prisms Mortar Cubs TEST PROPERTIES & CONDITIONS 611 Weather sunny • 1440 Ambient Temp.. 70 . Concrete Temp. 70. Time Batched 1:25 Time Placed 2 :05 I Air Content Slump (inches) 4 'Unit Weight (1b/ft3 Yield Water Added (gals.) 9 Specified f'c(pai) 4000 OM* "MINN SPECS'' • Cylinder Cylinder I.1). # Diameter 227.. 2...._... 4" 2273 4" 2274 4"' 2275 4" 227 6 4" Cylinder Haight 8" .8" 8" 8" 5911' nemarkos Permit Ali 5881 Area 12.'57 12.37 12.57 12.57 12.57 Test Age Load (Days) (Pounds) 16 Hrs. 7 7 28 7S_'nn 68,000 70,000 Strength Fracture (PSI) Type . ' 2030 Cone._ 5410 5560 Cone ' Inspector: David Lyal • All rebar placed per approved drawings. P.O. non Me • , Mount Vernon, WA 00213•x300 ' • (2OG 4047500 4x5 " luHiurn W�iy)lo:ili,' uiho I " • " Aulsiiit:. WA Ondoi r"085) 6116:f01 • (?) • MATERIALS TESTING tic CONSULTING, COMPRESSIVE STRENGTH TEST REPORT . • DATE: 4 -10 -90 PROJECT: Ham. ton CLIENT: Northwest.'Hospitality 'Group • . FILE 0: 90001- 0.51,..-7-77 CONTRACTOR: Northwest Hospitality Group SUPPLIER: Miles Sand &•Gravel Company. APR 19 1.90 Inn . MIX I.D.: B 0 OF YARDS: 20 of 30 Pour Location: TICKET 0 : 133477 TRUCK 01 .010 : / . :SO . $ . . Type: X Concrete Cylinders ___ Grout Cylinders Grout. Prisms , ,; Mortar Cub MIX PROPORTIONS TEST PROPERTIES & CONDITIONS SPECS' ' Cement (Type I ) Cfie Weather sunny , ' Water 29. Ambient Temp.. _7p. Fly Ash - --' Concrete Temp. 70• Coarse Aag. 01 7/8 1780 Time Batched 1 :55 Coarse Atg. 02 --- Time .Placed 2 :55 Fine Aga. O1 1440 t Air Content - -- Fine A6g. 02 - -- Slump (inches) 3 4 Admix Ol Ri' 1000 6 'Unit Weight (lb /ft ) Admix 02 Yield Admix 03 Water Added (Gala.) 14 Admix 04 ,; Specified f'0(psi) , 4000 OW GM SIM Cylinder Cylinder Cylinder Test Age Load Strength Frnature I.D. 0 Diameter Height Aron (Days) (Pounds) (PSI) Type 2277 " 4" 8" ' 12.57 16 Hr. 20,700 1650 Crinp 2278 4" 8" 12.57 7 ' 60.000 4770 Cone 2279 4"' 8" 12.57 7 65.750 5230 . ,Cone 2280 4" 8" 12.57 28 2281 4" 8" 12.57 28 Remarks* termit 0i'5881 ' Inspector: David Lval All rebar placed per approved drawings. P.O. flea SAO • . Mount Vernon♦ WA W 213.009 , • w 200 424.7800 401ib J►i:%uin Way Hotifi, luliil V . • " J�uliuin, WA tedo4" • " "'(6iI 6Gb.fro7 DATES 3 -22 -90 MATERIALS TESTING & CQNSUI..TINI COMPRESSIVE STRENGTH TEST REroR PROJECT: 1, CLIENTt Northweet.'Hospitality '(croup CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 sack # OF YARDS: 10 of 18 FILE 0: 90001-037. SUPPLIER: Miles Sand TICKET #: 1315336 TRUCK #1 '07 &•Gravel Company, Pour Locations Grade Beams Line A.throu h C Line 6 4 3.8'. Type: X 'Concrete Cylinders MIX PROPORTIONS Cement (Type •I Water Fly Ash Coarse Agg. 111 Coarse Agg. #2' Fine Aga. 01 Pine Agg. !12 ) 470 33 1 tt4 U Admix 01 RUB 1000 4.5 gals. Admix 112 Admix 03 Admix !14 Cylinder I.D. # 2044 2045 2046 2047 Cylinder Diameter 4" 4" 4 ". 4" Cylinder Height 8" • 8" 8" 13" Grout Cylinders Area 12.57 12.57 12 :57 12.57 TEST PROPERTIES Weather Ambient Temp., Concrete Temp. Time Batched Time .Paced • • • Grout.Prisms ' Mortar Cub, & CONDITIONS SPECS' Lt. Rain , 45 65 1 :00 1 :40 % Air Content • Slump Cinches) 3 ' 6.5 'Unit Weight (1b /ft3) Yield --- Water Added (gals.) 0 Specified f'c(psi) 3000 Test Age Load ' (Days) (Pounds) 7 53.500 28 75.000 28 82,000. 28 81,000 • Strength Fracture (PSI) Type ' 4260 Cone 597A _ Sher • 6520 • Cone 6440 Cone All rebar plaoed per approved drawings. P.O. Don 300 • Mount Vernon, WA 00273.O30e ' • F0 424 60 4111167 iini %y hh' •" hWA *aot "" d ddd.»a7 DATES CLIENT: CONTRACTOR: MIX I.D.: it OF YARDS: 1 MATERIALS TESTING & CONSULTING. COMPRESSIVE STRENGTH TEST REPORT 3 -19 -90 Northwest. Northwest 5 sack 10 of 17 'Hospitality Group Hospitality Group Pour Location: r:d ce;i E Line to 15'•N of f Line W100/01 APR 19 1990 CITY (iF .TUkvVILA PROJECTS Hampton Ind ANNiNG DEPT. FILE 0: 90001 -034. SUPPLIER: Miles Sand &.Gravel Company TICKET O: 111134 TRUCK 0: '141 Type: X Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type .I .zap Water Fly Ash Coarse Aga. 01 Coarse Agg. 02 Fine Agg. 01 Fine Agg. 02' Admix 01 Admix 02 Admix 03 Admix 04 ,• Cylinder I.D. 0 1972 1973 1974 1975 Cylinder Diameter 4" 4•• 4" 4•• 470 33 1820 1480 Cylinder Haight Aran 12.•57 12.57 12.57 12.57 8" 8.• Romarkes Permit O: 5881 s;59;Y� TEST PROPERTIES Weather Ambient Temp.. Concrete Temp. Time Batched Time .Placed Grout. Prisms & CONDITIONS clear 59 64 1:10 2:50 % Air Content --- Slump (inches) 34/ 'Unit Weight (ib /ft3) - -- Yield - -- Water Added (gals.) 5 Specified f•c(pei) 3000 , Test Age (Days) 7 28 28 28 Load .' (Pounds) 51,000 77,000 79,000 80,000 Mortar Cubs SPECS Strength Fracture (PSI) Type 4060 Cone /Split 6130 Cone 6280 Cone Cone ' Inspectors J. Frank Spears. All rebar placed per approved drawings. P.O. Mott 309 • Mount Vornon, WA 00273.0308 • (200424-7550 4ORlAMthm W106,ili; 6114 " • 'liuhum. WA fladoa ' s - •(64) U6.»07 MATERIALS TESTING & rte'' CONSULTIN .I\PFt 519913 . COMPRESSIVE STRENGTH TEST REI'OR H 9 DATE: CLIENT: Northwest. Hospitality 'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 sk # OF YARDS: 20 Pour Location: PROJECT: FILE #: SUPPLIER: TICKET #: TRUCK #: 135 Miles Sand & Gravel Company 130043 • Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 Admix #2 Admix #3 Admix. #4 Cylinder Cylinder I.A. 0 Diameter 1754 1755 1756 1757 Remarks, 4" 4" 4"' 4" 470 33 0' 1820 1480 Grout Cylinders Grout Prisms Cylinder Height Area 12.57 89 8" 8"" 8" 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp.. Concrete Temp. Time Batched Time Placed Air Content Stump (inches) Unit Weight (lb /ft3) Yield Water Added (gals.) Specified f'c(psi) Test Age (Days) 7 7 28 28 Overcast 58 '• 61 12:30 1:15 '3 3/4 0 3000 Load (Pounds) 57,750 56,500 90,000 87,000 Mortar Cube: SPECS Strength Fracture (PSI) Type ' 4590 Cone 4490 Cone 7160 Cone 6920 Cone Ins•eotor :Arli All rebar placed per approved drawings. P.O. Pox 309 • Mount Vornon, WA 00273.0300 . • (200q 431.7500 4Q! 01►i:tiurn Vllny Florth, Buftn • "l�uburn, WA 9n002 •' 1290j d b• »07 MATERIAI. TESTING CONSULTING. 'COMPRESSIVE STRENGTH TEST REPORT DATE: 4 -10 -90 CLIENT : Northwest.`Hospitality 'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: B 0 OF YARDS: .20 of 30 Pour Location: Decks. Rays 3.4.5•and • • . N141MOM APR 1 Z 1990 •CI'T'Y' u; ) JK [ LA PLANNING DEPT, PROJECT: Hampton Inn . FILE 0: 90001-051! SUPPLIER: Miles Sand &•Gravel Company. TICKET 0: 133477 TRUCK 0: .n10 .. and nurha nn floor level Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type II ) Water Fly Ash Coarse Age. 01 Coarse A6g. 02 Fine Asa. 01 Pine Aga. 02 Admix 01 Admix 02 Admix 03 Admix 04 SAG 29 7/8 1780 1440 RH 1000 6 Cylinder Cylinder I.D. 9 Diameter 2277 4" 2278 4" 2279 4"' 2280 4" 2281 4" Remarks: Cylinder Height 8" 8H 8 "' •8" • 8" Grout Cylinders Grout,Prisms Area 12.'57 12.57 12.57 12.57 12.57 TEST PROPERTIES Weather Ambient Temp.. Concrete Temp. Time batched Time Placed Z Air Content • ' Mortar Cub & CONDITIONS sunny 70 •. 70• 1:55 2 :55 Slump (inches) 3 4 'Unit Weight (lb /ft ) Yield ' Water Added (Gala.) 14 Specified f'c(pei) 4000 GM Mb IND Test Age (Days) 16 Hr. 7 7 28 28 Load ' (Pounds) 20.700_ Strength (PSI) 1650 • Inspector: David Lvai SPECS'' Fracture Type ' Celn All rebar •laced er a roved drawings. P.O. Pox 300 • Mount Vomont WA 00273.030 "• 420G 421.7500 sorb 11u�iur:i Wny llo :ili;1ut$. L. • (Wok"' • pbb) now DATE: 4 -10 -90 MATERIAL . TESTING & CONSULTING. COMPRESSIVE STRENGTH TEST REPORT PROJECT: Ham CLIENT: Northweet.'Hospitality'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 3/8 Pea Gravel. 0 OF YARDS: 10.of 10 Pour Location: Bays. half of 1. 6• Anrr 5 Walls APR ). 2'1990 • CITY tonF'iAi N' N G i7 G PT. FILE 0: 90001-050. SUPPLIER: Miles Sand b• Gravel 'Company. TICKET 0: 133462 TRUCK 0: 108 '.. Type: Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type S ) Water Fly Ash Coarse Agg. 013/8'%. Coarse Agg. 02 Fine Agg. 01 Finn Agg. 02' Admix 01 Admix 02 Admix 03 Admix, 04 Cylinder I.D. 0 2272 227 3� - 2274 2275 2276 611 30, 1780 1440 OM OOP RH 1000 Cylinder Diameter 4" 4." .4„• 4" 4" Cylinder Height Area 12.'57 .8" '12.57 8" 12 :57 12.57 ' 8" 12.57 8" ...8" MVP Remarks TEST PROPERTIES Weather Ambient Temp.. Concrete Temp. Time Batched Time .Placed X Air Content Grout. Prisms & CONDITIONS . sunny 70 1 :25 2:05 OMB I= Slump (inches) 4T 'Unit Weight (lb /ft3) - -- Yield - -- Water Added (cats.) 9 Specified f'0(psi) 4000 • Test Age Load ' (Days) (Pounds) 2 S . S nn 7 7 28 ....28 Inspector: Strength (PSI) 2030 Mortar. Cub SPECS'' Fracture Type .' David Lyal All rebar placed per approved drawings. P.Q. Dos 309 • Moun: Vornon, WA 00213.030a ' • w 4200 424.T800 40867066n W y'NOr li;ilullit " • " 'AuW iri; WA osdo4' • " 66 db6 »07 MATERIAL;«{ TESTING & CONSULTING. COMPRESSIVE STRENGTH TEST REPORT 1 • • PROJECT: Hampton DATE: 3 -22 -90 CLIENT: Northwest.'Hospitality 'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 sack # OF YARDS: 10 of 18 Pour Location: Grade Beams Line A. through C APR' 2 1990.1 FILE D: 90001-037. SUPPLIER: Miles Sand TICKET #: 1315336 &.Gravel Company. TRUCK 0: '07 Line 6, 4, 3.8 Type: • Concrete Cylinders MIX PROPORTXONS Cement (Type T Water Fly Ash Coarse Age. #1 Coarse Agg. #2 Fine Agg. #1 Pine A66. #2 Admix 01 RUB 1000 4.5 gals. Admix 02 Admix 03 Admix #4 470 33 LSZU 145u Cylinder Cylinder I.D. # Diameter 2044 4" 2045 4" 2046 2047 Remarks 4 ". 4" Cylinder Height .8" 8" ' '8" ape Grout Cylinders Area 12.57 12.57 12.57 12.57 TEST PROPERTIES Weather Ambient Temp.. Concrete Temp. Time Batched Time .Placed Grout.Prisms • & CONDITIONS Lt. Rain 45 65 1:00 1:40 2 Air Content --. Slump (inches) 3 : 6.5 Unit Weight (lb/ft 3) Yield Water Added (sale.) 0 Specified f•o(psi) 3000 Mortar Cu SPECS .' Test. Age Load ' Strength Fracture (Days) (Pounds) (PSI) Type ,' 7 4260 Cone 28 '28 28 Inspector: Scot C. Moore All rebar placed per approved drawings. P.O. Dan 309 • Mount Vomon, WA 00273.009 • • 5200 424.7300 40fb 1u: hu►n Way Horlti; of o " • 'Aiii:iii: :� WA OO6O6 ' •" •'(66 j 406 :f 07 COMPRESSIVE DATE: 3 -19 -90 CLIENT: CONTRACTOR: MIX I.D.: 5 sack 11 OF YARDS: 10 of 17 MATERIAL6 TESTING & CONSULTING. STRENGTH TEST REPORT PROJECT: Ramp Northwest.'Hospitality Group Northwest Hospitality Group Pour Location: Grade Bea E Line to 15' N of f) Line �• 1!i•AR 28 1990 on 70V I ,?NC DEPT. FILE 11: 90001 -034. SUPPLIER: Miles Sand &•Gravel Company TICKET 11: 117734 TRUCK 11: 141 • O • • Types X Concrete Cylinders Grout Cylinders Grout Prisms MIX PROPORTIONS Cement (Type, I-0 470 Water Fly Ash Coarse Agg. #1 Coarse Agg. 112 Fine Agg. 111 Fine A66. #2• Admix 111 Admix 112 Admix 113 Admix 114 Cylinder Cylinder I.D. # Diameter 1972 4" 1973 4" 1974 4" 1975 4" Remarks: 33 1820 1480 Cylinder Height 8" . 8"r 8" Area 12.57 12.57 12.57 12.57 TEST PROPERTIES Weather Ambient Temp.. Concrete Temp. Time batched . Time .Placed 2 Air Content & CONDITIONS clear 59 64 1 :10 2 :50 4Q Slump (inches) 3 'Unit Weight (1b/ft.)--- Yield ' -- Water Added (gals.) 5 Specified f'c(psi) 3000 Test Age. (Days) 7 28 28 28 Load ' (Pounds) 51,000 ' Ine Mortar Cubes!, SPECS'' Strength Fracture (PSI) Type • ' 4060 Cone /Split• actors J. Frank Sears, All rebar placed per approved drawings. P.O. i urn 300 'ilo:dl, guile one' WA 00273.0309 doi— • .2424:7500 b nt • �J J MATERIAL l" i � �� l_ 4���'� P., TESTING & APR 21990 CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 3 -1 -90 CLIENT: Northwest.' Hospitality Group CONTRACTOR: Northwest Hospitality Group SUPPLIER: Miles Sand & Gravel Company MIX I.D.: S Rk 7/R TICKET 0: 129853 0 OF YARDS: 10 of 19 TRUCK 0: 139 Pour Location: Pile Caps Line E. Line 2.1. 2.2. 2.3. 2.4. 2.5 PROJECT: FILE 0: CITY :1i .1,Jr.v'viuA PLA1,11JING. Dr :PT. Hampton Inn . 90001 -0 24 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I Water Fly Ash Coarse Agg. 01 Coarse Agg. 02 Fine Agg. 01 Fine Agg. 02 Admix 01 Admix 02 Admix 03 Admix• 04 Cylinder Cylinder I.D. # Diameter 1684 4" ,1685 4" 1686 4" 1687 4" Remarks: 470 33 1820 • 1480 0.0 WO OM Cylinder Height 8" 8" 8" 8" 111111111111r Grout Cylinders Area 12.57 12.57 12.57 12.57 Grout Prisms Mortar Cub' TEST PROPERTIES & CONDITIONS SPECS Weather gunny Ambient Temp., 68 Concrete Temp. 60' Time Batched 1:41 Time Placed 2:30 Y. Air Content - -- Slump (inches) 3 3.4 'Unit Weight (lb /ft ) - -- Yield - -- Water Added (Gals.) 0 Specified f'o(pai) 3000 Test Age (Days) 7 7 28 28 Load Strength Fracture (Pounds) • (PSI) Type ' 38.00 3030 Cone 36,500 2900 63,500 5050 Cone 66,000 5250 Cone ' Inspector: Scott C. Moore All rebar planed per approved drawings. P.O. llax 300 • Mount Vernon, WA 95273-0309 • (208 ) 4244500 40561►ubuni Way FJorll:, .ri::lln 6 • liuh::rn, WA 95602" -• r 65j 666; o7 MATERIAL4 TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 2 -26 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 Rk. 11 OF YARDS: 10 of 12.5 Pour Location: Pile Caps PROJECT: FILE #: SUPPLIER: TICKET 11: TRUCK 11: 1$11 lf:IAR 28 1990 CITY (, ...... HamptanE fik-. - ..._.._: i l•. 90001 -0 20 Miles Sand & Gravel Company 129498 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. 111 7/8 Coarse Agg. 112 Fine Agg: 111 Fine Agg. #2 Admix #1 Admix 112 Admix 113 Admix #4 Cylinder I.D. # 1636 1637 1638 1639 Cylinder Diameter 4" 4" 4" 4" 5 sack 33 1820 1480 0 Grout Cylinders Grout Prisms Cylinder Height Area 8" 12.57 811 8" 8" Remarks: 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time batched Time Placed % Aix Content Slump (inches) Unit Weight (lb /ft3) Yield Water Added (gals.) Specified f'c(psi) Test Age (Days) 7 7 28 28 s,,,,ny 60 60 12:40 1 :20 1.5 +5 3000 Load Strength (Pounds) (PSI) 65,000 5170 69,500 5530 91,250 7260 91,250 7260 Mortar Cubes SPECS Fracture Type Cone & Srear Shear Cone Cone Inspectors J. Frank Spears All rebar placed per approved drawings. P.O. Pox 309 • Mount Vernon, WA 90273.0309 • (2089 424.7580 4055 Aiiliii :ri Ws Nor11►; "Suite • 'Auluii:i; WA mint " :'" Wit) 0$0.3397 �J J MATERIALS~ TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 2 -23 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 sk. 7/8 # OF YARDS: 20 of 20 Pour Location:(2) pile caps on A & B Line, & 1st (2) pile cap E of B Line on Lines 3 & 6, and (4) pile caps between B & C Line; N. of 4 Line PROJECT: Ham FEAR 28 1990 Cf1'Y Ur - "!'Jr�vViLl� to ..I.111-A '''ICING DEPT. FILE #: 90001 -018 SUPPLIER: Miles Sand & Gravel Company TICKET #: 00129388 TRUCK #: 0124 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 Admix #2 Admix #3 Admix #4 Cylinder Cylinder I.D. # Diameter 1597 4" 1598 4" 1599 4" 1600 4" Remarks 470 33 gals. 1820 1480 Cylinder Height 8" 8" 8" 8" Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 12.57 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather Ambient Tenip. Concrete Temp. Time Batched Time Placed Air Content C1aar 54 65 1:20 2:15 2.3 Slump (inches) 3 2.0 Unit Weight (lb /ft ) - -- Yield Water Added (gals.) Specified f'c(psi) 3000 Test Age Load Strength (Days) (Pounds) (PSI) 7 67, 000 5330 7 ( 98,500 7840 28 28 97,500 7760 98,000 7800 Fracture Type Cone Cone one one Inspector: J. Frank Spears All rebar placed per approved drawings. P.O. pox 309 • Mount Vernon, WA 911273 -0309 • (206) 424.7500 4050 Auburn Wey North, :quilt) 5 • Antrum, WA 981102 •' (200) 050.7797 MII!ES SAND AND GRAVEL COMPANY P,O, BOX 130 AUBURN, WA 94071 CONCRETE • GRAVEL • CRUSHED ROCK • SAND PLANTS IN AUBURN KENT TACOMA 833.3700 854 -0560 922.9118 February 13, 1990 SHELTON 428.3344 Lydia Construction 4018 148th Ave. N. E. Redmond, WA 98052 Attention: Todd Gentlemen: 2e r•rn i t- all j /rya 1 -0 izAiL4 (.:_n"---7-41' _a ii) )''- to NO EXCEMON TAKEN C% NEJECTED ❑ MAKE CORRECTIONS NOTED REVISE AND RESUBMIT Chec:;utG is C hoc:O only for General conformance with .the Nt o C forinapt s:: Ma tact .,end 8aaneral cc, it? iW.. f inot,..� in ihn rrr'rrrcl r : +711Wny cfi;,� tit? �4.i lr ,. :•f to it :,) rn.�,t ante.:: Any �� Rtracic,r i; ro:pe.._ fii�ri :i ;j firmed c. r; :I rnled &;:E� 7' ,tochniquc:s of C:';1 <;' ;' "i i,' ��)t;:'' of air other tr; • t + fir<:cz , i- %r;; � ' ' ' •.a.�:.7 G+ his 171: performance DATE BY +C - HINVON ONSUATW LTrING ENGINE SPOKANE, WASHINGTON We hereby submit the following mix design with appropt:iate data for your Hampton Inn, Tukwila job. 2p00 PSI 5 1K Concrete - Pilecao$ Cement Type I -II Coarse Aggregate 7/8" (SSD) Fine Aggregate (SSD) Water Slump 4" + or - 1" 470 lbs 1.820 lbs 1,480 lbs 233 lbs Attached are trial batch results and quality control reports on a similar mix. Please feel free to call if you have any questions. Very truly yours, DOUG DONOVAN DD /tnt Attachments This shop drawing has been reviewed by Lydfg Construction for general conformance with design concept only and does not relieve this Subcontractor or Supplier of responc!bliity for conformance, with Contract Documents all of which have dimity over this shop clawing. BY. DATE e 11' LYDIG CONSTRUCTION, INC.: General Contractors PROJECT SPECIFICATIONS Report Date : 10/20/89 Database Name : 89008 -28 Project Name : CONSEC08 THIS PROGRAM IS ANACI 318-83 (BUILDING CODE REQUIREMENTS) PROCEDURE FOR COMPUTING THE STANDARD DEVIATION OF THE FOLLOWING DATA: Project: R/M Supplier: Plant: Dates: Testing Laboratory: Specified Strength: Specified Slump :. Concrete Design:.. 5 Sack Consecutive Breaks Miles Sand & Gravel Kent, Auburn, Tacoma From 06/30/1989 To 10/04/1989 Cascada Testing Lab, Boss Testing. 3000 PSI @ 28 Days 4" S.S.D..Weights per Cubic Yard Cement (Type I -II) Coarse Aggregate (7/8") Fine Aggregate (Sand) Water DESCRIPTIVE STATISTICS Database Name t 89008 -28 Project Name(s) : CONSEC08 Summary of Computer Study Number of Tests Averaged Average Strength Standard Deviation per ACI 318 -83 Within Teat Standard Deviation Within Test Coefficient of Variation Report Date,: 10 /20/89 32 5249 P5! 601 PSI 134 PSI 2.56 % In Field Results + Excellent + Very Good + Good. + Fair + Poor Overall Standard Deviation in PSI + + + + + + Below 400 + 400 -500 + 500.600 + 600 -700 + Above + + + + + 700 + + + + + + + + + + Within test Coefficient + Below 3.0 + 3.0 -4.0 + 4.0 -5.0 + 5.0 -6.0 + Above of Variation in % + + + + + 6.0 + + + + + tEQUIRED AVERAGE STRENGTH )atabase Name : 89008 -28 Project Name(s) : CONSEC08 Report Date : 10/20/89 'Building Code Requirements for Reinforced Concrete" (ACI 318 -83) defines two formulas for computing the Required Average Strength. The Required Average Strength shall be the larger of the two computed values. Method 1 -- The probability that the average of 3 consecutive tests will fall below F'c should not exceed 1 in 100. Required Average Strength by Method 1 s 3805 PSI Method .2 --. The probability of a random test result being more than 500 PSI below Poo should not exceed 1 in 100. Required'Average Strength by Method 2 - 3900 PSI Required Average strength - 3900 P8I TIME vs PSI GRAPH Database Name : 89008 -28 Project Name(s) : CONSECO8 Report: Date: 10 /20/89. Specified Strength: (.). P8I DATE 1000 06/30/89 07/10/89 07/11/89 07/12/89 07/17/89 07/18/89 07/18/89 07/19/89 07/21/89 07/27/89 08/05/89 08/05/89 08/07/89. 09/14/89 09/14/89 09/19/89 09/19/89. 09/21/89 09/21/89 09/21/89 09/22/89 09/22/89 09/25/89 09/26/89 09/27/89 09/28/89 10/02/89 10/03/89 10/04/89 10/04/89 10/04/89 10/04/89 Average Strength: ( +) Test Average: ( *) Plot Specification: MOVING AVERAGE of 3 2000 3000 4000• 5000 6000 + . * + * + * + .* + * + * + + + +:* +. 7000 Frli -1L' i0; 0b 1-t1U1'i I'i i Ltb CASE LISTING Database Name : 89008.28 Project Name(e) : CONSECO8 U 1t3t11�7YJJ h. iUd Report Date : 10/20/89 Page Number : 001 TEST REPORT TEST TEST 'VEST TEST MOVING TEST AVERAGE DATE NUMBER A $ C AVERAGE AVG OF 3 RANGE RANGE 06/30/89 56193 4280 4390 N.A. 4335 N.A. 110 110 07/10/89 56330 4700 4700 N.A. 4700 N.A. 0 55 07/11/89 52411 4850 4970 N.A. 4910 4648 120 77 07/12/89 50323 4370 4330 N.A. 4350 4653 40 68 07/17/89 52550 5180 5150 N.A. 5165 4808 30 60 07/18/89 56342 4580 4970 N.A. 4775 4763 390 115 07/18/89 56341 5160 4600 N.A. 4880 4940 560 179 07/19/89 56343 5310 5270 N.A. 5290 4982 40 161 07/21/89 56347 5160 4920 N.A. 5040 5070 240 170 07/27/89 56355 4790 4920 N.A. 4855 5062 130 166 08/05/89 56199 4790 4650 N.A. 4720 4872 140 164 08/05/89 56198 5220 5480 N.A. 5350 4975 260 172 08/07/89 51020 5360 5310 N.A. 5335 5135 50 162 09/14/89 13 5305 5235 N.A. 5270 5318 70 156 09/14/89 12 5800 5765 N.A. 5783 5463 35 148 09/19/89 15 5340 5765 N.A. 5553 5535 425 165 09/19/89 14 5835 6050 N.A. 5943 5760 215 168 09/21/89 17 5800 5710 N.A. 5755 5750 90 164 09/21/89 16 5940 6155 N.A. 6048 5915 215 166 09/21/89 51755 6120 6100 N.A. 6110 5971 20 159 09/22/89 56373 5080 4880 N.A. 4980 5713 200 161 09/22/89 50550 5890 6150 N.A. 6020 5703 260 165 CASE LISTING Database Name : 89008 -28 Project Names) : CONSECO8 Report Date : 10/20/89 Page Number : 002 TEST REPORT TEST TEST TEST TEST MOVING TEST AVERAGE DATE NUMBER A B C AVERAGE AVG OF 3 RANGE RANGE 09/25/89 56374 09/26/89 56375 09/27/89 56539 09/28/89 14089 10/02/89 51848 10/03/89 14889 1.0/04/89 14089 10/04/89 14089 10/04/89 14089 10/04/89 51431 5450 5450 N.A. 5450 5483 0 158 6260 6490 N.A. 6375 5948 230 161 5130 4970 N.A. 5050 5625 160 161 5130 5305 N.A. 5218 5548 175 162 5940 5730 N.A. 5835 5368 210 164 5340 5305 N.A. 5323 5459 35 159 5800 5555 N.A. 5678 5612 245 162 4210 4210 N.A. 4210 5070 0 ,157 5835 5710 N.A. 5773 5220 125 155 3880 3880 N.A. 3880 4621 0 151. ThTtI D fad MATERIALS !n) TESTING & CONSULTING, COMPRESSIVE STRENGTH TEST REPORT PROJECT: flnmp DATE: 4 -6 -90 CLIENT: Northwest.'Hospitality'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 6 x pea gravel• 11 Of YARDS: 20. of 20 PoUr Location: CPntwr Tnnnolc 1st Floor Walls 1'0 1990. FILE #: 90001 -0 48 SUPPLIER: Miles Sand & Gravel Company. TICKET 11: 133134 TRUCK 11: ' 141 Type: X Concrete Cylinders Grout Cylinders Grout,Prisms MIX PROPORTIONS Cement (Type I Water Fly Ash Coarse Agg. #1 3/8.. 1780 Coarse Agg. 112 Fine AGg. •111 Pine Agg. X12' Admix #1 RH 1000 Admix 112 Admix 413 Admix 114 611 30 Cylinder I.D. 11 2250 2251 2252 2253 2254 Cylinder Diameter 4" 4". 4" 4" 1440 4 Cylinder Height Area 8" ' 12.57 12.57 12.57 12.57 8• 8" 8" Rcmnrka: Permit #i :'5881 12.57 Mortar. Cubes TEST PROPERTIES & CONDITIONS SPECS'' Weather sunny Ambient Temp.. 70. Concrete Temp. 70• Time Batched 2:45 Time .Placed 3:30 Air Content . - -- Slump (inches) 3 '7 'Unit Weight (lb /ft ) --- Yield • - -- Water Added (gals.) 15 Specified f'c(psi) 4000 Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 16 Hrs . 145,000 1150 (:nap /.hoar 7' 7 28 28 ' Inspector: Dave•Lyal All rebar placed per approved drawings. P.O. cox 309 • Mount Vornon, WA 00273.0309 • (200) 424.7500 4oro7►ii�ii:iiiWny }Iorili; i:iln " • "'xiihiini;WA90d02" "• " "' AFb»97 ,DATE: 4 -6 -90 MATERIALS TESTING & CONSULTING. COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampton CLIENT: Northwest.'Hospitality 'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 6 sack, 7/8 'mix APR '(;19.90 • CITY OF PLANNING Inn , FILE 4/: 90001 -049. SUPPLIER: Miles Sand & •Gravel *Company• TICKET #: 133148 . # OF YARDS: 4.0 of 57 TRUCK 41: 182 Pour Location: Center Tunnels, 1st. Floor Decks Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. //1 Course Agg. //2 Fine Agg. 4/1 Fine Agg. 4/2• Admix 411 Admix 412 Admix 413 Admix 414 ,718 564 Z9 1780 1440 "RH 1000 4 Cylinder Cylinder I.D. # Diameter 2255 4" 2256 2257 2258 411 4" 2259 4" AMMO Remarko r' Permit 41 • Cylinder Height 8" .8" 8" 8u 5991 Grout Cylinders Grout.Prisms Area 12.57 12.57' 12.57 12.57 12.57 Mortar Cubc TEST PROPERTIES & CONDITIONS SPECS'" Weather sunny Ambient Temp.. 70 Concrete Temp. 70• Time batched 3 :03 Time Placed 4:30 Air Content Slump (inches) 4 before RH 1000 'Unit Weight (1b /ft3) Yield Water Added (gala.) 10 + 5 Specified f'c(psi) 4000 • Test Age Load ' Strength Fracture (Days) (Pounds) on) Type 16 Nra_ 1'4,nnn 1110 7 28 28 ' Ins • actors Code/Shear All rebar plaoed per approved drawings. P.O. urn 300 n Mount :in Vernon, A ` WA 0000§— •20a a �i� 5�00 yP7 MATERIALS( TESTING 8( CONSULTING. • APR 10'1990 COMPRESSIVE STRENGTH TEST REPORT F ' PROJECT: Hampton In - PILE #: 90001 -043• SUPP[.IER: Miles Sand & Gravel Company. TICKET #s 132203 TRUCK #s 005 DATE: 3 -30 -90 CL /ENT: Northwest.'Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 09 # OF YARDS: 50 of 120 Pour Locations Floor our Power Line Type: X Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2' Admix #1 RH 1000 Admix #2 Admix #3 Admix #4 Cylinder Cylinder 1.1). # Diameter 2154 4" 2155 4" 2156 2157 4" 4" 517 28 1850 1390 3 Cylinder Height Area 12.'57 12.57 12.57 8" 12.57 8" .8" 8.. Remarks : - PsrMit "iii 3881 TEST PROPERTIES Weather Ambient Temp.. Concrete Temp. Time Batched Time .Placed Z Air Content Slump (inches) 3 5 'Unit Weight (lb /ft ) - -- Yield ' - -- Water Added (gals.) Specified f'c(psi) 4000 • Grout.Prisms & CONDITIONS overcast 51) 64 • 7 :07 9:00 Test Age Load ' (Days) (Pounds) 7 50,000 28 '28 28 Mortar Cube SPECS'' Strength Fracture (PSI) Type, 3980 ' Ins actor: Dave L•yai Cone All rebar placed per approved drawings. P.O. fox 300 • Mount Vomon, WA 00273.0300 • (200 ) 424.7500 Aor,ij Au�iutii Wiy ?Iorili;' ulin » • Xiil:iini; WA podok ;' '6n) of . »07 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 3 -30 -90 Ci,I13NT: Northwest. Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 09 44 OF YARDS: 120 of 125 •[f3 L lU� U Vi t.. ,.. APR' 101990. G.:777T :�.,1 PROJECT: fampton Inn . FILE 4/: 90001-042 SUPP[.IER: Miles Sand & Gravel Company TICKET fit 132302 TRUCK 41: 0118 Pour Locations Foundation wall nearest 405 & Grade Beam Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type Water fly Ash Coarse Agg. 01 Coarse Agg. 02 Pine Agg. 411 Fine Agg. X12• Admix 411 RH 1000- Admix 412 Admix 413 Admix 414 Cylinder I.D. 41 2150 2151 2152 2153 Cylinder Diameter 4" 4" 4 "• 4" 517 28 1850 1390 0 Cylinder Height 8" •8" 8• 8" Remarks t Perrot . #x.'5881 Grout Cylinders Area 12 :57 12.57 12.57 12.57 Grout Prisms Mortar Cube TEST PROPERTIES & CONDITIONS Weather Ambient Temp.. Concrete Temp. Time Batched Time .Placed Z Air Content Slump (inches) 'Unit Weight (1b /ft3 Yield Water Added (gals.) 5 Specified re(psi) , 4000 overcast 50 , 60 11:50 1:oa 6' Test Age (Days) 7 28 28 28 SPECS' Load Strength Fracture (Pounds) (PSI) Type 49,500 3940 Shear ' Inspector: Dave Lyal All rebar placed per approved drawings. P.O. Pox 309 • Mount Vomon, WA 00273.0909 • 12014 424.7500 40500liiitiuriiWey1lofili;VA) " • " "Xiil:iii:i;WA Wok— • "••(26 )dtlf••»D7 DATE: 3 -30 -90 MATERIALS TESTING & CONSULTING. 'COMPRESSIVE STRENGTH TEST REPORT PROJECT: FILE #: CLIENT: Northwest. Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 09 41 OF YARDS: 120 of 125 Pour Location: Foundation wall nearest SUPPLIER: TICKET #: TRUCK #: 0118 �� ��, ._�� to fir' � , (l,:i {'i [ 1 tj ] \11111. APR ' 9' 1990 .CITY • P .ANNI C: DEPT,' Ham • ton—nn------------ 90001-0 42. Miles Sand &•Gravel Company. 132302 405 & Grade Beam T.inP 1Q Types Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type 'I Water Fly Ash Coarse Agg. #1 Coarse Agg. X12 ' Fine Agg. #1 Fine Agg. 412' Admix #1 RH 1000'• Admix #2 Admix #3 Admix. #4 Cylinder Cylinder I.D. # Diameter 2150 4" 2151 4" 2152 4" 2153 4" 517 28 1850 1390 NM MO me 0 Cylinder Height Area 12.'57 ' '12.57 12.57 '8" 12.57 •8" 8" Remarks:'.l'Persmit # ' 5881:1 • Grout,Prisms TEST PROPERTIES & CONDITIONS Weather overcast Ambient Temp., Concrete Temp. Time Batched Time .Placed % Air Content Slump (inches) 'Unit Weight (1b /ft3) Yield Water Added (gale.) Specified f'c(psi) 4000 50 . 60 11:50 1:00 5 Test Age Load .' (Days) (Pounds) 7 s3.nnn 28 '28 28 Strength (PSI) 472n Mortar Cube SPECS'' • Fracture Type cnna Inspector: Dave Lyal A11 rebar placed per approved drawings. P.O. flex 309 • Mount Vomont WA 00273.0300 • (200 ) 424.7360 4ot61►ii�iurii Wny Horiii;'i�ulln ' •' 'Auhiiin, wA %Idol"" ;"""00) obil•ho7 DATE: 3 -28 -90 MATERIALS TESTING & CONSULTIN COMPRESSIVE STRENGTH TEST REPORT PROJECT: FILE #: SUPP[.IER: Miles Sand & •Gravel 'Company TICKET #: 132037 TRUCK #: Line 6 Line A CLIENT: Northwest :Hospitality' Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 sack 41 OF YARDS: 10,5 of 13 Pour Location: Grade Beam Line A to C, ri1PR G 1990 i� f • Hampton 3nn.. 90001 -041. 012 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I Water Fly Ash Coarse Agg. #1 Coarse Agg. 412 Fine A6g. 411 Fine Agg. 412' Admix 411 Super Admix #2 Admix 413 Admix 414 Cylinder Cylinder I.D. # Diameter 2122 2123 2124 2125 4" 4" 4" 4" 470 33. 0 ' 1820 1480 6 gals. Cylinder Height 8" .8“ 8" .. •8"" Remarko i-':Pirmil: #i .5881 " Grout Cylinders Area 12.'57 12.57 12.57 12.57 TEST PROPERTIES Weather Ambient Temp.. Concrete Temp. Time Batched Time .Placed Air Content Slump (inches) 3 3 'Unit Weight (1b /ft3) Yield ' Water Added (gals.) 0 Specified f'c(psi) 3000 Grout,Prisms ' Mortar Cube & CONDITIONS Sunny 68 60 1:35 2:35 4 -8 1/2 Test Ace (Days) 7 28 .28 , 28 Load (Pounds) 49,750 Strength (PSI) 3960 SPECS'' Fracture Type Con Ins . actor: Scot; C . Moore All rebar placed per approved drawings. P.0, tlox 309 • Mount Vomon, WA 00273.0309 • (200 424.7500 4oSS71:i�iuri Wny " • " "Aiil:iirn, WA Wok— • 'j O) dGil:fyn7 DATE: 3 -27 -90 MATERIALS TESTING & CONSULTING, COMPRESSIVE STRENGTH TEST REPORT . CLIENT: Northwest.'Nospitaiity 'croup CONTRACTOR: Northwest Hospitality Group MIX I.D.: 08 # OF YARDS: 9 of 12 (pg'. 5'1993 CITY JKvviLA PLANNING QE T, PROJECT: Hampton Inn . FILE #: 90001-040. SUPP[.IER: Miles Sand & •Gravel Company. TICKET #: 131928 TRUCK 11: .135 Pour Location: Struts between Line 2 & 50' S of.2 Grade Beams on Lines 6' &3. West:wine Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type 'I Water Fly Ash Coarse Agg. •111 Coarse Agg. #2 Fine Agg. #1 Fine ABB. 1/2 Admix #1 RH 1000" Admix #2 Aclinix #3 Admix #4 Cylinder Cylinder I.D. # Diameter 2098 4" 2099 4" 2100 4" 2101 4 ". Remarks.riPerldt 470. 33 gal 1820 1480 6 gal. /10 Grout Cylinders cu. yds.. Cylinder Height 8" 8" 8.' 8" 5881 Area 12.57 12.57 12 :57' 12.57 • Grout.Prisms' TEST PROPERTIES & CONDITIONS Weather Sunny Ambient Temp.. 62 Concrete Temp. 60' Time Batched 2:15 Time Placed 2 :45 Air Content --- Slump (inches) 3- 7 'Unit Weight (ib /ft3) - -- Yield ' Water Added (Gals.) 15 gals. Specified f'c(psi) 3nno Mortar Cub 'SPECS' • Test Age Load. ' Strength Fracture (Days) (Pounds) • (PSI) Type 7 38,500 3060 Cone 28 '28 28 ' Inspector: Stan'Wade All rebar placed per approved drawings. P.O. tiax 309 • Mount Vernon, WA 00273.030» • 1200 ) 424.7500 05 40 t " • " nid:t:r:i, WA undo •"-NOM COMPRESSIVE c MATERIALS TESTING & CONSULTING. STRENGTH TEST REPORT DATE: 3 -8 -90 CLIENT: Northwest.'Hospital•ity Group CONTRACTOR: Northwest Hospitality Group MIX I.A.: 5 sk # OF YARDS: 10 Pour Location: Pile C E b 40' PROJECT: ('APR 9••'990 • CITY Oi-• "I UKtiVaLA ' PLANNING [=D -PT. Hampton Inn,. FILE #: 90001 -031. SUPPL..IER: Miles Sand & 'Gravel Company TICKET #: 130259 • TRUCK #: n13 • Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 Admix #2 Admix #3 Admix, #4 Cylinder Cylinder Diameter 1777 4" 1778 4" 1779 4" 1780 4" 470 33 1820 1480 .111a% Oa MI I= MID Grout Cylinders Cylinder Height Area 12.'57' 12.57 8" 12:57 12.57 8• •8•• Remarks rk:.Periait '1 5881 Grout Prisms' TEST PROPERTIES & CONDITIONS Weather overcast Ambient Temp.. 43 Concrete Temp. 57• Time Batched 1 :20 Time .Placed 2:05 % Air Content Slump (inches) Unit Weight (1b/ft 3� Yield ' Water Added (gals.) Specified f•c(psi) 3000_ IN= MO aim Test Age (Days) 7 28 28. 28 Load ' (Pounds) 63,000 94,000 89,500 92,250 Mortar, Cubes SPECS Strength Fracture (PSI) Type ' 5010 Cone 7480 7120 7340 Cone Cone CnnP ' Inspector: Arlie Trumbull. All rebar placed per approved drawings. P.O. tlox 309 • Mount Vomon, WA 00273.0309 • (206 ) 424.7060 " • WA dtb4 o7 DATE: 3 -7 -90 CLIENT: Northwest CONTRACTOR: Northwest MIX I.D.: 5 sk 41 OF YARDS: 10 Pour Location: Pile Cans • MATERIALS TESTING & CONSULTING. i G 1990 COMPRESSIVE STRENGTH TEST REPORT C11 y { , r .. r , `_q PROJECT: Damp FILE #: 90001 -030. SUPPLIER: Miles Sand &Gravel Company. TICKET #: 130203 TRUCK #: '08 .'Hospitality 'Group Hospitality Group Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Fine Agg. #1 Fine Agg. #2' Admix #1 Admix #2 Admix 413 Admix 414 Cylinder Cylinder I.D. # Diameter 1773 1774 1775 1776 4" 4" 4" 4" 470 33 1820 1480 Grout Cylinders Cylinder Height Area 12.'57 12.57 12 :57 12.57 8"" •8" 8". . -.8" Remarks :.Permit: #i `5881 Grout. Prisms Mortar Cube TEST PROPERTIES & CONDITIONS SPECS drizz1A 50 62 1:20 2:00 21 Weather Ambient Temp., Concrete Temp. Time Batched Time .Placed Z Air Content Slump (inches) 3 'Unit Weight (lb /ft.) Yield Water Added (Cats.) Specified f'c(psi) 7 3000 Test Age Load (Days) (Pounds) • 7 28 '28 28 Strength (PSI) 57,000 4530 --Bay= 6760 81.75Q 6500 85.000 6760 • Fracture Type •' . erinp rnna rnno /Split rnna ' Inapeotor:Arlie'Trumbull All rebar planed per approved drawings. P.O. Dox 309 • Mount Vornon, WA 00273.0309 • (200) 424.1500 �0601iiihutii Wey�lorlii; guile • • 'diiifiiiri; WA P0d0O• •"""066) 8W»07 MATERIALS TESTING & CONSULTING. COMPRESSIVE STRENGTH TEST REPORT DATE: 3 -6 -90 CLIENT: Northwest.' Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 sk # OF YARDS: 23.5 Pour Location: Pile Caps E.1, 3.9, 3.8, 3.7 PROJECT: Hampton PILE #: 90001 -028. SUPPLIER: Miles Sand & Gravel Company TICKET #: 130139 TRUCK #: 109 and E.3 'itl i i1n'Si APR 5 1990 CIS "Y C1 E f GRAN LA PLANNING DEPT. Inn. Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #f2 Admix #1 Admix #2 Admix #3 Admix #4 Cylinder Cylinder I.D. # Diameter 1769 4" 1770 4" 1771 4" 1772 4" 470 33 1820 1480 Mil =Saw Cylinder (eight 8" 8" 8p• 8" Grout Cylinders Grout Prisms TEST PROPERTIES Weather Ambient Temp.. Concrete Temp. Time Batched Time Placed Z Air Content Slump (inches) 3 6 Unit Weight (lb /ft ) - Yield • Water Added (gals.) Specified f'c(psi) 3000 & CONDITIONS misty 1:17 2:15 • 0 Test Age Area (Days) 12.57 7 12.57 28 12.57 28 12.57 28 Remarks Psrait : # s 5881 The inspector tested the slump on the 1st Load (Pounds) 42,000 74,500 76,000 75,500 Strength (PSI) Type 3340 Cone 5930 Cone 6050 Cone 6000 Cone Mortar Cubes' SPECS Fracture ' Inspectors Arlie Trumbull truck at 6 "- informed Butch Clancy. All rebar placed per approved drawings. .slumps. respectively. The 2nd & 3rd trucks tented at 3 and 4" P.O. Don 309 • Mount Vernon, WA 00213 -0309 • (206) 434.7560 405a 1►iiiiurn Wn�Ftoriii;'!;i:i�o 6 ' •'"'Xiii:iii:i; WA Qodo2••" • ' (lady:166.3'107 AlJ MATERIALS TESTING & CONSULTIN COMPRESSIVE STRENGTH TEST REPOR PROJECT: H FILE #: 9 DATE: 1 -s -9° CLIENT: Northwest. Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 sk 4t OF YARDS: 20 Pour Location: SUPP[.IER: Miles Sand & Gravel Company TICKET 1i: 130043 TRUCK 11: 135 Type: X Concrete Cylinders Grout Cylinders MIX PROPORTIONS Cement (Type I ) 470 Weather Overcast Water 33 Ambient Temp.. 58•• Fly Ash (b' Concrete Temp. 61 Coarse Agg. #1 1820 Time Batched 12:30 Coarse Agg. #2 Time .Placed 1:15 Fine Agg. 4 #1 1480 Y. Air Content _ - -- Fine Agg. 4i2 Slump (inches) '3 3 4 Admix #1 Unit Weight (lb /ft3) Admix #2 Yield . Admix 4 #3 Water Added (gals.) 0 Admix X14 Specified f'c(psi) 3000 Grout Prisms Mortar Cube: TEST PROPERTIES & CONDITIONS SPECS Cylinder Cylinder Cylinder Test Age Load .' Strength Fracture I.D. # Diameter Height Area (Days) (Pounds) • (PSI) Type ' 1754 4" 8" 12.57 7 57,750 4590 Cone 1755 4" 8• 12.57 7 56,500 4490 Cone 1756 4 "' 8" 12.57 28 90,000 7160 Cone 1757 4" '8" 12.57 28 87,000 6920 Cone 5911 Remarks: Psrmit4s 5881' ' Inspector :Arlie Trumbull All rebar placed per approved drawings. P.O. flax 300 • Mount Vornon, WA 00273.0300 • (205) 424.7500 405071i:buiii Wiiy'Worlh, i:iln $ • ' 'Aiibiirn, WA 90002 " % "'060 dbii4t97 DATES CLIENT: Northwest.'Hospitality'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 08 # OF YARDS: 7 3 -23 90 MATERIALS TESTING &, CONSULTING. lagen77" COMPRESSIVE STRENGTH TEST REPORT f1PR 4190 Pour Location: Grade Beams between Grid PROJECT: latnpt&iiT'#ti .TUKVvILA FILE #: 90@01.20 - NG DEPT.. SUPPLIER: Miles Sand &•Gravel Company. TICKET #: 131685 TRUCK #: .005 _ D & F and 3, 50' N. of 3 . . Type: X. Concrete Cylinders MIX PROPORTIONS Cement (Type 'I ) 470 Water 33 Fly Ash Coarse Agg. 4 #1 1820 Coarse Agg. 42 • Pine Agg. #1 1480 Fine Agg. 4/2 Admix #1 RH 1000 4 gal. /7 yds. Admix 4/2 Admix //3 Admix 4/4 Cylinder I.D. # 2048 2049 2050 2051 Cylinder Diameter 4" 4" 4". 4" Cylinder Height 8" 8•" 8" Remnrks t - Permit'' /i 5881' Grout Cylinders Area 12.57 12.57 12 :57 12.57 Grout. Prisms TEST PROPERTIES & CONDITIONS Weather overcast Ambient Temp., 52 Concrete Temp. 63 Time Batched 1:10 Time .Placed 2 :00 X Air Content Slump (inches) 3 -'B 'Unit Weight (1b /ft3) - -- Yield - -- Water Added (Cats.) 5 gals. Specified f•c(psi) 3000 Mortar Cube SPECS'" Test Age Load ' Strength Fracture (Days) (Pounds) (PSI) Type 7 40,000 3180 Cone /Shear 28 '28 28 ' InepeotortStan W. Wade All rebar placed per approved drawings. P.O. Rex 300 • Mount Vomon, WA 00273.0309 • 5x00 1244500 �10061i::�iuiri Wey Noriii;' uiie ii " • WA 90dOk "" •°'(O 13(14to7 DATE: CLIENT: Northwest.'Hospitality'Group CONTRACTOR: Northwest Hospitality Group • MATERIALS Il LS TESTING & I'��I��. CONSULTIN t. [R3.o 1990 • CITY.)CFUr:in /II.A COMPRESSIVE STRENGTH TEST REPORT 3 -21 -90 PROJECT: 11 MIX I.D.: 08, 5 sack 4i OF YARDS: 10. + Pour Location: 2 Line Grade Beam on struts off 2 Line •,. t•11 t::! , • PILE #: 90001 -0'36 SUPPLIER: Miles Sand & Gravel Company• TICKET #s 131391 TRUCK #s 005 T . . - Type: X. Concrete Cylinders MIX PROPORTIONS Cement (Type •1 Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 RH 1000 Admix #2 Admix 413 Admix #4 Cylinder Cylinder I.D. 4i Diameter 1988 4" 1989 4" 1990 4" 4" 1991 470 33 1820 1480 Grout Cylinders 4 gal /10 cu. yds. Cylinder Height 8"" 8" 8" Remarks °s Permit` #i 5881, Grout. Prisms TEST PROPERTIES & CONDITIONS Weather clear Ambient Temp., 65 Concrete Temp. Time Batched Time .Placed X Air Content Slump (inches) 3 3 -6' 'Unit Weight (lb /ft ) - -- Yield . - -- 66 12:17 1:LU Water Added (Gals.) - -- Specified f'c(psi) ,3000 Test .Age . Load ' Area (Days) (Pounds) 12.57 7 52 , 000 4140 Mortar Cubes SPECS- ; Strength Fracture (PSI) Type 12.57 28 12.57 28 12.57 28 Cnnp ' Inspector: Stan W. Wade All rebar placed per approved drawings. A080 �1ii�iu n Ie Y " Mount p�; in m imWA An 204 4 ii ga do7 •rlailbb D»7 DATE: 3 -20 -90 MATERIAL TESTING & CONSULTING, COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampt• CLIENT: Northwest. Hospitality 'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 08 # OF YARDS: 5 Pour Location: Line FILE #: SUPPLIER: Miles Sand &Gravel Company TICKET #: TRUCK 0: .108 P,MR 3 01990 90001 - 0•.35, 131268 2 -3 struts adjacent to grade beam Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 RH 1000 Admix #2 Admix #3 Admix #4 Cylinder I.D. # 1992 1993 1994 1995 Cylinder Diameter 4" 4" 4 ". 4" 470 33 1820 1480 2 Ral /5 yds. Cylinder Height 8" •8" 8• .. '8" Remarks Grout Cylinders Area 12.'57 12.57 12.57' 12.57 TEST PROPERTIES Weather Ambient Temp.. Concrete Temp. Time Batched Time .Placed Grout. Prisms Mortar Cubes & CONDITIONS SPECS' clear 60 65 1:15 2:05 % Air Content - -, Slump (inches) 3 - 6 'Unit Weight (1b /ft3) - -- Yield - -- Water Added (gale.) 8 Specified f'c(psi) 3000 Test Age Load (Days) (Pounds) •7 48,250 28 '28. 28 Strength (PSI) 3840 .Fracture Type •' Cane ' Inspector: Stan W.'Wade All rebar placed per approved drawings. P.O, [lox 309 • Mount Vornon, WA 00273-0309 • (206) 424.7500 AOfiO'/iii�iuin W,�y%foilfi; ,$ufln " • " "Xubiir:i; WA 9nd02 "" ■flOil) obiPt97 DATE: CLIENT: CONTRACTOR: MIX I.D.: MATERIALS TESTING & CONSULTI COMPRESSIVE STRENGTH TEST REPORT PROJECT: Ha FILE #: 90 SUPPLIER: Sand & Gravel Company TICKET #: 129619 TRUCK #: 126 2 -77 -90 Northwest. Hospitality Group Northwest Hospitality Group 08 # OF YARDS: 10 of 15 Pour Location: Elevator Pits and Pile Caps Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 Admix #2 Admix #3 Admix #4 470 33 gal. 1820 1480 Grout Cylinders Grout Prisms Cylinder Cylinder Cylinder I.A. # Diameter Height Area 1654 4" 8" 12.57 1655 4" 8" 12.57 1656 4" 8" 12.57 1657 4" 8" 12.57 Remarks t: Permit #4 •5881' TEST PROPERTIES & CONDITIONS Weather Sunny Ambient Temp. 65 Concrete Temp. 65 Time Batched 12:23 Time Placed 1:18 % Air Content Slump (inches) 3, 2 3/4 Unit Weight (lb /ft Yield Water Added (gals.) Specified re(psi) 3000 Mortar Cubes SPECS Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type ' 7 7 28 28 5,500 80,000 80,000 78,000 4380 6360 6360 6210 Cone Cone Cone Cone Inspector* Stan W. Wade All rebar placed per approved drawings. P.O. fox 309 • Mount Vernon, WA 90273 -0309 • (200) 124.7500 405011i:burn Wey i`lorlii, uUn $ • duhurn, WA 9802 "•;"... (20fl QG0.3107 DATE: 3 -1 -90 MATERIALS TESTING & CONSULTING. COMPRESSIVE STRENGTH TEST REPORT CLIENT: Northwest. Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 ak 7/g 41 OF YARDS: 10 of 19 Pour Location: Pile Caps Line E. Line 2.1. PROJECT: APR .21990 CITY OF PLANNING. DrYT. Hampton Inn . FILE #: 90001-0 24. SUPPLIER: Miles Sand & Gravel Company TICKET 41: 129853 TRUCK #: 139 2.2. 2.a. 24. 2.5 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Fine Agg. #1 Fine Agg. 412 Admix 411 Admix #2 Admix 413 Admix, 414 Cylinder Cylinder I.D. # Diameter 1684 4" .1685 4" 1686 4"' 1687 4" 470 33 1820 1480 Grout Cylinders TEST PROPERTIES Weather Ambient Temp., Concrete Temp. Time Batched Time Placed Air Content Grout Prisms & CONDITIONS SUnnv 68 60 1:41 2:30 Slump (inches) 3 'Unit Weight (lb /ft ) - -- Yield Water Added (Gals.) 0 Specified f'o(pai) 3000 Cylinder Test Age Load Height Area (Days) (Pounds) • 8" 12.57 7 38,000 12.57 7 36,500 8" 12.57 '28 63,500 12.57 28 66,000 8" '8" Remarks: Pormi.e ` #t Mortar Cub( SPECS Strength Fracture (PSI) Type ' . 3030 Cone 2900 Cone 5050 5250 Cone Cone ' Inspector: Scott C. Moore . All rebar placed per approved drawings. P.O. Cox 300 • Mount Vernon, WA 00273.0300 • (200) 424 -7500 40507►uliuiii Wny'lforili; • i:lln 8 " •''Auhuin; WA 90002" •' - (2bo s�i6 -x'/07 DATE: 3 -22 -90 MATERIALS"" TESTING & CONSULTING, COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampton CLIENT: Northwest.'Iiospitality 'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 sack # OF YARDS: 10 of 18 • Pour Location: Grade Beams Line A. through C [APR. 21990 • FILE #: 90001-037. SUPPLIER: Miles Sand &•Gravel Company. TICKET #: 1315336 TRUCK #: '07 Line 6, 4, 3.8 Type: X.' Concrete Cylinders MIX PROPORTIONS Cement (Type 'I ) 33 Water 3 Fly Ash Coarse Agg. #1 Coarse Agg. #2 ' Fine Agg. #1 Fine Agg. #2 Admix #1 RHB 1'000 4.5 gals. Admix #2 Admix #3 . Admix #4 1810 LL U 1=1 MP MI Cylinder Cylinder I.D. # Diametcir 2044 . 4" 2045 2046 2047 4" 4" 4" Grout Cylinders Cylinder Height Area 12.'57 12.57 12:57' 12.57 8" .8n 8" .;5911. Remarks:._Perait.' #i= .5881= TEST PROPERTIES Weather Ambient Temp., Concrete Temp. Time Batched Time .Placed % Air Content Grout,Prisms & CONDITIONS Lt. Rain 45 65 1:00 1 :40 Slump (inches) 3 _ 6.5 'Unit Weight (lb /ft3) Yield ' Water Added (gala.) 0 Specified fie(psi) , 3000 Test , Age Load . ' (Days) (Pounds) 7 53.500 28 '28 28 _ Mortar Cu SPECS Strength Fracture (PSI) ,' Type 4260' Cone ' Inspector: Scott C. _Moore , All rebar placed per approved drawings. P.O. 11ox 309 • Mount Vernon! WA 00273.0301) • X208 424.7000 40 i6 Au:iium Wny 1loriii;'fluiin �' " • ' 'diil:iin:, WA lode "" " 7'2a1I dGO.fr0T DATE: 2 -23 -90 4r- MATERIALS UI'J' � TESTING & CONSULTING D.) !�, -*!1 1l\ij1 11 MAR 28 1990 COMPRESSIVE STRENGTH TEST REPORT CITY (ii- TUrSvVfLA PROJECT: Hampton Tn 'LANNING DEPT. FILE #; 90001-018 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 sk. 7/8 # OF YARDS: 20 of 20 SUPPLIER: Miles Sand & Gravel Company TICKET #: 00129388 TRUCK #: 0124 Pour Location:(2) pile caps on A & B Line, & 1st (2) pile cap E of B Line on Lines 3 & 6, and (4) pile caps between B & C Line; N. of 4 Line Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 Admix #2 Admix #3 Admix #4 Cylinder I.D. # 1597 1598 1599 1600 Cylinder Diameter 4" 4" 4" 4" 470 33 gals. 1820 1480 Cylinder Height 8,e 8" 8" 8" Remarks , ;Permit #*':5881 • Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air Content Slump (inches) [:1Par 54 65 1:20 2:15 2.3 2.0 Unit Weight (lb /ft3) - -- Yield Water Added (gals.) Specified f'c(psi) 3000 Test Age Load Strength (Days) (Pounds) (PSI) 7 67,000 5330 7 . 98,500 7840 28 28 97,500 7760 98,000 7800 Mortar Cubes SPECS Fracture Type Cone Cone Cone Cone Inspectors J. Frank Spears All rebar placed per approved drawings. P.O. Dox 309 • Mount Vernon, WA 002.73 -0309 • (208) 424 -7500 4050 Auburn Way North, Stalin 5 • Auburn, WA 90002 • (2011) 850 -7797 DATE: CLIENT: .MATERI�ILS J TESTING & CONSULTING. COMPRESSIVE STRENGTH TEST REPORT 2-26-90 Northwest. Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: S sk. # OF YARDS: 10 of 12.5 Pour Location: Pile Caps PROJECT: Hamp FILE #: SUPPLIER: TICKET 41: TRUCK #: [MAR 28 1990 CITY (.u• 1 .:. ,, ; _ta 90001 -0 Zll Miles Sand & Gravel Company 1294498 1R1 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. 411 7/8 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 Admix 412 Admix 413 Admix #4 Cylinder I.A. # 1636 1637 1638 1639 Cylinder Diameter 4" 4" 4" 4" 5 sack 33 1820 1480 0 Grout Cylinders Grout Prisms Cylinder Height Area 8" 12.57 8" 8" 8" Remarks: Permit # 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed % Air Content Slump (inches) Unit Weight (1b /ft3) Yield Water Added (gals.) Specified f'c(psi) Test Age (Days) 7 7 28 28 Sunny 60 60 12:40 1:20 1.5 +5 3000 Load Strength (Pounds) (PSI) 65,000 5170 69,500 5530 91,250 7260 91,250 7260 Mortar Cubes SPECS Fracture Type Cone & Shear Shear Cone Cone Inspector: J. Frank Spears All rebar placed per approved drawings. P.O. Pox 309 • Mount Vernon, WA 00273.0309 • (208) 424.7580 4060 Aiibuiri 1l{iny'North,';Suiln $ " • WA 90002 • "j20R 0611 :7707 �u MATERIALS TESTING & CONSULTING, COMPRESSIVE STRENGTH TEST REPORT pLAiC�.ING DEPT. DATE: 3 -19 -90 PROJECT: Hampton- inn- -�---- CLIENT: Northwest. Hospitality' Group FILE Of lNI,P.1�n(`�..1!'\V /i. l:0• MAR 28 1990 CITY 4j . T�1i;'' v LA CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 sack 11 OF YARDS: 10 of 17 Pour Location: Grade Beams Line 3 E Line to 15' N of b Line • SUPPLIER: TICKET #: 90001-034. Miles Sand &Gravel Company 111134 TRUCK #: 141 to 4 on E. wide of T.inp F + 20'.N of • Tine 4 frnm Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I -ip Water Fly Ash Coarse Agg. #1 Coarse Agg. 112 Fine Agg. 411 Fine Agg. #2' Admix #1 Admix #2 Admix 413 Admix #4 Cylinder Cylinder I.D. # Diameter 1972 4" 1973 4" 1974 4" 1975 4" 470 33 1820 1480 Grout Cylinders Cylinder Height Area 8" 12.'57 12.57 12.57 12.57 •8" 8" .. •g" Remarkss;.Permit #1 "5881' `59U TEST PROPERTIES Weather Ambient Temp., Concrete Temp. Time Batched Time .Placed Grout Prisms Mortar Cubes & CONDITIONS clear 59 64 1:10 2:50 % Air Content - -- Slump (inches) 3z 'Unit Weight (lb /ft3) - -- Yield - -- Witter Added (gals.) 5 Specified re(psi) 3000 Test.Age Load (Days) (Pounds) 7 51,000 28 28 28 SPECS ' Strength Fracture (PSI) Type 4060 Cone/Split. Inspeotors J. Frank Spears. All rebar placed per approved drawings. P.O. Pox 309 • Mount Vernon, WA 00273.0300 • I200 424.7500 000071ubur:s Wi • " Auhurn, WA PfldO2 r' iibo:th7 DATE: 2 -22 -90 CLIENT: CONTRACTOR: Northwest Hospitality Group MIX I.D.: 3000 psi c MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT Northwest.'Hospitality'Group # OF YARDS: 10 of 10 Pour Location: Pile caps line D line 3 to 2.5 PROJECT: FILE #: Hampton Inn . 90001 -017 SUPPLIER: Miles Sand & Gravel Company TICKET 0: 129241 TRUCK 41: 143 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly'Ash Coarse Agg. 411 Coarse Agg. #2 Fine Agg. #1 Fine Agg. 412 Admix #1 Admix #2 'Admix #3 Admix 414 Cylinder I.D. # 1601 1602 1603 1604 Cylinder Diameter 4" 4" 4" 4" 470 33 1820 1480 Grout Cylinders ^ Grout Prisms Cylinder Height. Area 12.57 12.57 12.57 12.57 8" 8" 8" . 8" Remarks:'Permit' : 5881 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed % Air Content Slump (inches) Unit Weight (lb /ft3) Yield Water Added (gals.) Specified f'c(psi) Test Age (Days) 7 7 28 28 Sunny 45 52 12 :30 1:30 3 OM IMP 3000 Load (Pounds) 49.000 48.500 88,000 85,500 ' Ins Strength (PSI) 3900 3860 7000 6800 Mortar Cube SPECS Fracture Type Conp Cone Cone Cone actor: Scott Moore. All rebar placed per approved drawings. P.O. flax 309 • Mount Vernon, WA 00273.0309 • (206 ) 424.7560 40f0 Auburn war iio:li:, fiuiin $ • Auburn, WA 961b'2' "•""'(' ON dGfi.Pr97 DATE: 3 -16 -90 MATERIALS TESTING & CONSULTING, PargRiglIfi MAR. 26 1990 COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampton Inn- CLIENT: Northwest. Hospitality' Group Northwest Hospitality Group 08 CONTRACTOR: MIX I.D.: 41 OF YARDS: 20 FILE #: 90001-033 SUPPLIER: Miles Sand &Gravel Company TICKET #: 131015 TRUCK 41: 144 Pour Location: Between D & F from 2 -3 Interior. Grade Reams Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Fine Agg. 411 Fine Agg. 412 Admix #1 Admix 02 Admix 413 Admix 414 Cylinder Cylinder I.D. # Diameter 1916 1917 1918 1919 • 4" 4" 4" 470 33 1820 1480 Grout Cylinders Cylinder Height Area 8" 12.•57 .8" 8" 12.57 12.57 4" 8" 12.57 Remarks: Permit #i 5881 • Grout Prisms TEST PROPERTIES & CONDITIONS Weather clear Ambient Temp.. Concrete Temp. 65 Time Batched 1:40 Time .Placed 2 :05 % Air Content Slump (inches) 'Unit Weight (lb /ft3) Yield Water Added (gals.) 10 Specified f'c(psi) 3000 58 . Test Age (Days) 7 28 '28 28 Load (Pounds) 49.000 Mortar Cube SPECS' ' Strength Fracture (PSI) Type , ' 3900 Cdnp ' inspector: Stan W. Wade All rebar placed per approved drawings. P.O. 1plV mo ^ i 00273.0309 _ x 0b dof7iiturri We Flo :li ' WA 9ed " •116 n.»a7 DATE: 3 -14 -90 CLIENT: CONTRACTOR: Northwest Hospitality Group MIX I.D.: 4000 psi # OF YARDS: 9 of 9 aft • MATERIALS TESTING & CONSULTING. . MAR 221992 CITY OF TUKWILA In . . t i L r EPT. COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampto 90001- Northwest.'Hospitality Group FILE #: SUPPLIER: TICKET #: TRUCK #: 2. Miles Sand 230647 013 & Gravel Company Pour Location:Elevator Wall from Pile Cap to 1qt Linp of R '0 G Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 Admix #2 Admix. #3 Admix #4 Cylinder Cylinder I.D. # Diameter 1900 4" 1901 4" 1902 4" 1903 4" 517 28 0' 2850 2390 Cylinder Height 8" 8" 8" Remarks t Permit #i 5881 _ Grout Cylinders Grout Prisms Mortar Cube! Area 12 ;57 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS SPECS Weather Lt. Rain Ambient Temp. Concrete Temp. 54 Time Batched Time Placed 8:15 % Air Content - - Slump (inches) 3k' Unit Weight (lb /ft3) Yield Water Added (gals.) 5 Specified f•c(psi) 4000 50 Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type 7 87,000 6920 Cone 28 28 28 ' Inspectors Scott C. Moore All rebar placed per approved drawings. P.O. Pox 300 • Mount Vernon, WA 00273.0300 • (206) 424.7560 405011i:1iurii WiiNorlli ;'8i:ile S " • "'Kiilriiisi; WA 80do2"" • ` (611) o�b•1'!07 DATE: 3 -8 -90 CLIENT: Northwest CONTRACTOR: Northwest MIX I.D.: 5 sk MATERIALS TESTING & CONSULTING. COMPRESSIVE STRENGTH TEST REPORT PROJECT: HamPt FILE #: [P.4,11R..19 1999 ' :Hospitality Group 90001 -031. SUPPLIER: Miles Sand &Gravel Company TICKET #: 130259 • 11 OF YARDS: 10 TRUCK 41: • A13 Pour Location: Pile Cap 1, Eby 40' N Grid 4. 25' N (:r11 [, hptwpon r Hospitality Group Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. 411 Coarse Agg. 412 Fine Agg. 411 Fine AGg. 412 Admix 01 Admix 412 Admix 413 Admix 414 Cylinder Cylinder I.D. # Diameter 1777 4" 1778 4" 1779 4" 1780 4" Remarks :Perntit =.4ii1 470 33 1820 1480 OM OM Grout Cylinders Cylinder Height Area 12.57 g" 8" 12.57 12.57 12.57 8" '8"1, Grout. Prisms TEST PROPERTIES & CONDITIONS Weather Ambient Temp.. Concrete Temp. Time Batched Time .Placed % Air Content Stump (inches) overcast 43 57' 1 :20 2 :05 Unit Weight (1b /ft3) Yield ' Water 'Added (gals.) Specified f'c(psi) 3000 Test Age Load (Days) (Pounds) • 7 63,000 28 28 28 Mortar. Cubes SPECS Strength Fracture (PSI) Type 5010 Cone 5881 • Inspector: Arlie' Trumbull, All rebar placed per approved drawings. P.O. Dox 309 • Mount Vornon, WA 00273 -0309 • (200) 424.7M30 n0 ,01�iihuiii Wny 1 ortii, ?;iilln g " • '11tii►iir:i; WA 9n002 — Qfii?.»97 MATERIALS TESTING & CONSULTING. COMPRESSIVE STRENGTH TEST REPORT PROJECT: Ham ton In FILE #: 90001 -030. • DATE: 3 -7 -90 CLIENT: Northwest.'Hospitality'Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 sk # OF YARDS: 10. Pour Location: Pile Cans SUPPLIER: Miles Sand &Gravel Company TICKET #: 130203 TRUCK #: '08 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type 1 Water Fly Ash Coarse Agg. #1 Coarse Agg. 412 Fine Agg. /11 Fine Agg. #2 Admix #1 Admix #2 Admix #3 Admix. 414 Cylinder Cylinder I.D. 41 Diameter 1773 4" 1774 4" 1775 4" 1776 4" 470 33. 1820 1480 Cylinder Height 8" .8“ 8" 8" Remarks : tlermit ° 4i i' '. 5881'' Grout Cylinders Area 12.'57 12.57 12:57 12.57 TEST PROPERTIES Weather Ambient Temp., Concrete Temp. Time Batched Time .Placed X Air Content Grout.Prisms Mortar Cube & CONDITIONS SPECS'- drizzly . 50 62 1:20 2:00 Slump (inches) 21 'Unit Weight (lb /ft.) - -- Yield Water Added (gals.) 7 Specified £'c(psi) 3000 Test Age Load . (Days) (Pounds) 7 57,000 28 '28 28 Strength (PSI) 4530 Fracture Type Cciny ' Inepector:Arlie'Trumbull All rebar placed per approved drawings. P.O. Pox 300 • . Mount Vornon, WA 00273.0300 • (200k 424.7300 40561►i:�iuiii Wey�lorili, uiin ' • —AO WAcondor' "• 'fabn) 6 b.»n7 DATE: CLIENT: CONTRACTOR: MIX I.D.: # OF YARDS: maJ COMPRESSIVE STR 3 -6 -90 Northwest.'Hospitality Group Northwest Hospitality Group 5 sk 23.5 MATERIALS(' TESTING CONSULTING, ENGTII TEST REPORT PROJECT: Hampton FILE #: Pour Location: Pile Caps E.1, 3.9, 3.8, 3.7 SUPPLIER: TICKET #: TRUCK #: and E.3 • IMMO MAR 2 21990 CITY-OF TUKWILA PLANNING DEPT. 90001 -028, Miles Sand 130139 109 & Gravel Company Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Pine Agg. #1 Fine Agg. #2 Admix #1 Admix #2 Admix #3 Admix, #4 470 33 1820 1480 Grout Cylinders Cylinder Cylinder Cylinder I.D. # Diameter Height Area 1769 4" 8" 12.57 1770 4" 8" 12.57 1771 4". 8" 12.57 1772 4 "'8" 12.57 Remarks : "Permit' # i 5881 The inspector tested the slump' on the 1st Grout. Prisms TEST PROPERTIES & CONDITIONS Weather misty Ambient Temp.. Concrete Temp. Time Batched 1:17 Time Placed 2:15 % Aix Content - -- Slump (inches) 3 6 Unit Weight (lb /ft Yield - -- Water Added (gals.) 0 Specified f'c(psi) 3000 Test Age (Days) 7 7 28 28 Load ' (Pounds) 42,000 • Mortar Cubes' SPECS • Strength Fracture (PSI) Type ' 3340 Cone ' Inspector: Arlie Trumbull truck at 6e- informed Butch Clancy. All rebar placed per approved drawings. Alumps. respectively. The 2nd & 3rd trucks tested at 3 and 4" P.O. Box 309 • Mount Vornon, WA 00273.0309 • (200) 424.7500 40601 ubuiri Vllny'lforlli ;' ubo $ " • 'niihiiiri; WA 9nlio'�"� �.. Alas $7 MATERIALS TESTING & CONSULTING NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek Gentlemen: Re: 'Daily ,Report Hampton Inn Permit# 5881 . ?4 ftr,4..,�i March 7, 1990 Report 1# 90 *dal- 122 9199Q. As requested an MTC inspector arrived at the jobsite at 12:00 pm to turn in reports.. Tom, with North West Hospitality Group, gave the MTC inspector the documentation from the structural engineer, regarding the piles being 18" out of location. This was approved as is, with no alteration n e c e s s a r y . See attached report. If you have any questions concerning this report, or if M.T.C. can be of any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING 4 J Frank Spears Materials, Engineer • P.O. Box 309 • Mount Vernon, WA 98273.0309 • '' (206) 424.7660 4050 Aubum Way North, Suite 6 • Aubum, WA 98002 . • (208) 860 -7797 • a 09s2i a 2083458712 ARCHITECTS ATWOOD•HiNZMAN•JONFS, INC CONSULTING ENGINEERS . eosE OFFM OFF 210 s COLE QM • 006E 0 b3704 • (2($) 323.0!99 • MC I20A) 3755251 7 9OPYER _COVER SHEET PATIC .e 02 We are transmitting pages plus this cover sheet. If you did not receive all pagee p%ano call (208) 323 -0190. DI$CRIPTION /REMARKS r 7#4;.r A» 40C-441+A o . 'Ida/ as / , 4,,A0 scofrio, /j;;$09 eti/*//6e. a MATERIALS TESTING & CONSULTING NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom'Dusbabek, Re. Gentlemen: Daily Report Hampton Inn Permit # 5881 1 MAR .12 7990 March 5, 1990H.% % + J Report #90.0,017.0,27 As requested an MTC inspector arrived at the jobsite at 1:10 pm for a rebar inspection and concrete pour. Pile cap line B.8 line 3.8 is out of location by approximately 18 inches. The #5 dowels from the pile cap for the grade beam ended up at the tip of 3 pile cap instead of in the middle of it, as shown on the drawings. A structural engineers approval for a "fix" will be. necessary. If you have any questions concerning this 'report, or if M.T.C. can be of any further assistance, please call us at (206) 850-7797. Respectfully. Submitted, MATERIALS TESTING a CONSULTING 4g:"&r'-k J. Frank Spears Materials Engineer PO. Box 309 • Mount Vomon, WA 98273 -0309 • (206) 424 -7560 4050 Aubum Way North, Suite 5 • Aubum, WA 98002 • (206) 850.7797 DATE: 1 -5-Qn MATERIALS TESTING & CONSULTING. COMPRESSIVE STRENGTH TEST REPORT CLIENT: Northwest. Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 sk # OF YARDS: 20 . fr1AR 13 1990 Cill' OF Ut. , PROJECT: Hampton Inn:'. „ ; MiNG FILE #: 90001-025. SUPPLIER: Miles Sand & Gravel Company TICKET #: 130043 TRUCK #: 135 Pour Location: Pil P Caps 1 i nP F. 1 i nP A thrrnnej, 7 R Type: X Concrete Cylinders Grout Cylinders Grout Prisms Mortar Cubei MIX PROPORTIONS TEST PROPERTIES & CONDITIONS SPECS Cement (Type I ) 470 Weather Overcast Water 33 Ambient Temp.. 58•• Fly Ash 0' Concrete Temp. 61 Coarse Agg. #1 1820 Time Batched 12:30 Coarse Agg. #2 Time .Placed 1:15 Fine Agg. #1 1480 % Air Content - -- Fine Agg. #2 Slump (inches) .3 3 3/4 Admix #1 'Unit Weight (lb /ft ) . - -- Admix #2 Yield . Admix #3 Water Added (gals.) 0 Admix, #4 Specified f•c(psi) 3000 Cylinder Cylinder Cylinder Test Age Load Strength Fracture I.D. # Diameter Height Area (Days) (Pounds) . (PSI) Type 1754 4" 8• ' 12.57 7 57,750 4590 Con_ e _ 1755 4" 8• 12.57 7 56,500 4490 Cone 1756 4 "• 8" 12.57 28 1757 4" 8" 12.57 28 5911 • Remarks: Permit #: 5881 ' Inspector :Arlie Trumbull All rebar placed per approved drawings. P.O. [fox 309 • Mount Vernon, WA 00273 -0309 • (206) 421.7560 40.ri0 s\ubutn Wey Florl(i;'?)uile • wA endo2"" • tiara) obb•3 07 �J J MATERIALS TESTING & CONSULTING NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek Gentlemen: Th MAR 0 6 1990 I CITY (it PLANNIN March 2, 1990 Report #:90001 -023 Re: In -Place Density Tests Hampton Inn r mi t # 6W17 ""'j 0 As requested M.T.C. performed on -site density test in accordance with current applicable standards. The results obtained were as follows; In -Place In -Place Maximum Test Test Dry. Percent Optimum Dry Percent Percent Materiel 1 Location Density Moisture Moisture Density Compaction Required Type 1 North wing 40' 121.8 8.6% 8.9% 128.5 95.11 95% 8 from North end, top of subgrade, 1 footing 2 North wing, 80'. 123.4 10,0% 8.9% 128.5 96.0% 95% B from North end top of subgrade, 4 footing 3 Nest wing, 50' from 122.5 9.1% 8.9'1 128:5 95.3'1 95'. Most end, top of trench 4 footing Material Type: A: 134.116.9%, Sandy Gran1 Base B: 128.5 4 8.9 '., 5/8' Recycle C: 115.4 8 13,9 %, Natite Trench If you have any questions concerning the results, ' or if M.T.C. can be o any further assistance, please callus at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P.O, Box 309 • Mount Vemon, WA 98273-0309 • (206) 424.7660 4050 Aubum Way North, Suite 5 • Aubum, WA 98002 • (208) 860.7797 MATERIALS TESTING & CONSULTING. COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampton Inn° °: = DATE: 3 -1 -90 CLIENT: Northwest. Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 qk 7/R 41 OF YARDS: 10 of 19 MAR 11.1990 FILE #: 90001 -0 24 SUPP[.IER: Miles Sand & 'Gravel Company TICKET #: 129853 TRUCK #s 139 Pour Location: Pile Caps Line E. Line 2.1. 2.2. 2,3. 2.4. 9.5 Type: X Concrete Cylinders Grout Cylinders Grout. Prisms Mortar Cubes MIX PROPORTIONS TEST PROPERTIES & CONDITIONS SPECS. Cement (Type I ) 470 Weather cunnv' . Water 33 Ambient Temp.. 68 Fly Ash 1820 Concrete Temp. 60 Coarse Agg. 411 Time Batched 1:41 Coarse Agg. 412 1480 Time .Placed 2:30 Fine Agg. 411 - -- x Air Content - -- Fine Agg. #2 Slump (inches) 3 3- Admix #1 - -- Unit Weight (lb /ft ) - -- Admix #2 - -- Yield - -- Admix 413 - -- Water Added (Gals.) 0 Admix 414 - -- Specified f'c(pai) 3000 Cylinder Cylinder Cylinder Test Age Load Strength Fracture I.D. # Diameter Height Area (Days) (Pounds) (PSI) Type ' 1684 4" 8" • 12.57 7 38.000 3030 f'she 1685 4" 8" 12.57 7 36,500 2900 Cone 1686 4 ". '8" 12.57 28 1687 4 "'8" 12.57 28 5911 Remarks: Permit #s 5881 ' Inspector: Scott' C.. Moore All rebar placed per approved drawings. P.O. 110* 309 • Mount Vernon, WA 00273.0309 • (206) 424.7500 406ii liutiurn Wey'lisirili;'8isiln •' • Kuhiiin, WA onooz" ";" (266 obii;. r07 J EIALS TESTING & CONSULTING NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek March 1, 1990 Report #:90001 -022 Re: In —Place Density Temps MA QJr 1990 Hampton .. Permit # 0 CITY 6r.7a>„t_ ,;•„riLA Gentlemen: Pl t tros.1?fi!r^ s ``''T'. As requested M.T.C. performed on —site density test in accordance with current applicable standards. The results obtained were as follows; 5881 In -Place In -Place Maximum Test Teat Dry Percent Optimum Dry Percent Percent Material 1 Location Density Moisture Moisture Density Compaction Required Type 1 West wing, 90' 123.5 9.0% 8.9% 128.5 96.1► 95%, B from West street end footing backfill 1 Surface 2 North wing, 90' 122.9 8.1% 8.9% 128.5 95.6% 95% 1 from North end backfill 1 footing 3 North wing, 45' 128,7 8.4% 8.9% 128.5 100.2% 951 from North end backfill 1 footing Materiel Type: k: 134.1 1 6.9%, Sandy Gravel Base B: 128.5 1 8.9 %, 5/8' Recycl, . C: 115.4 1 13.9►, Native Trench If you have any questions concerning the results, or if M.T.C. can any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING rx CONSULTING J. Frank Spears Materials Engineer e of P.O. Box 309 • Mount Vernon, WA 98273.0309 • (208) 424.7560 4050 Auburn Way North, Sults 6 • Aubum, WA 98002 • (206) 860.7797 Aviit MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT:; Hampton Inn FILE 1:. -90001=02r-- '::...._ . DATE: 2_27_90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 08 # OF YARDS: 10 of 15 Pour Location: Elevator Pits and Pile Caps AR 031990 SUPPLIER: Miles Sand & Gravel Company TICKET #: 129619 TRUCK 11: 176 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. 412 Fine Agg. 411 Fine Agg. #2 Admix #1 Admix #2 Admix 413 Admix #e Cylinder Cylinder I.D. # Diameter 1654 4" 1655 4" 1656 4" 1657 4" 470 33 gal. 1820 1480 Grout Cylinders Grout Prisms Cylinder Height Area 12.57 8" 8" 8" 8" Remarks: Permit 41: 5881 12.57 12.57 12.57 TEST PROPERTIES & CONDITIONS Weather Sunny Ambient Temp. 65 Concrete Temp. 65 Time Batched 12:23 Time Placed 1:18 % Air Content Slump (inches) 3 '2 3/4 Unit Weight (lb /ft ) Yield Water Added (gals.) Specified f'c(psi) 3000 Test Age Load (Days) (Pounds) 7 5.500 7 28 28 Ins•eotor: Strength (PSI) 4380 Mortar Cubes SPECS Fracture Type ' Cone All rebar placed per approved drawings. P.O. tlox 309 • Mount Votnon, WA 00273.0309 • l2O61.424.7500 40501►iifiu:n Wny "Fio:Iii; (;u$tn $ • • • "Auin:m; WA 96002 • (20610sb•iin7 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek Gentlemen: As requested M.T.C. performed on -site density test in accordance with, current applicable standards. The results obtained were as follows; MATERIALS TESTING & CONSULTING February 27,. 1990. "" "-- Report #:90001 -019 Re: In- Place Density Tests Hampton Inn In -Place In -Place Maximum Teat Test Dry Percent Optimum Dry Percent Percent Material 8 Location Density Moisture Moisture Density Compaction Required Type 1 Station 21 + 00 109.9 13.7% 13.9% 115.4 95.21: 95% C Top of Trench. Station 22 + 62 110.3 11,4% Top of Trench Material Type: h: 134.1 4 6.9 %, Sandy Gravel Baas 4: 126.5 4 4,9 %, 5/4' Recycle C: 115.4 4 13.9%, Native Trench 13.9% 115.4 95,6+1 95% If you have any questions concerning the results, or if any further assistance, please call us at (206)850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P.O. Box 309 • Mount Vernon, WA 98273.0309 • (206) 4244590 4060 Aubum Way North, Sults 5 • Aubum, WA 95002 • (200) 450.7197 jjJ l � MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 2 -26 -90 CLIENT: Northwest. Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: S sk_ # OF YARDS: 10 of 12.5 Pour Location: Pile Caps PROJECT: Hampton Inn FILE #: 90001-02D SUPPLIER: Miles Sand & Gravel Company TICKET #: 1294198 TRUCK #: 1R3 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash - -- Coarse Agg. #1 7/8 1820 Coarse Agg. #2 Fine Agg. #1 1480 Fine Agg. #2 Admix #1 0 5 sack 33 Admix #2 Admix #3 Admix #4 Cylinder Cylinder I.D. # Diameter 1636 1637 1638 1639 4" 4" 4" 4" Grout Cylinders Cylinder Height Area 8" 12.57 8" 8" 8•• Remarks: Permit #: 5881 12.57 12.57 12.57 TEST PROPERTIES Weather Ambient Temp. Concrete Temp. Time Batched Time Placed X Air Content Slump (inches) Unit Weight (lb /ft3) Yield Water Added (Gals.) +5 Specified f'c(psi) 3000 Grout Prisms & CONDITIONS Sunny 60 60 12:40 1 :20 1.5 Test Age Load Strength (Days) (Pounds) (PSI) 7 65,000 5170 7 69,500 5530 28 28 Mortar Cube SPECS Fracture Type Cone & Shea: Shear ' Inspector: J. Frank Spears All rebar placed per approved drawings. P.O. fox 300 • Mount Vernon, WA 08273.0309 • 4208) 424.7580 4050 Aiibum Wa liorii►;Auile $ " • 9nf02 "• 0O6 6$6.1197 DATE: CLIENT: CONTRACTOR: MIX I.D.: 11 OF YARDS: a MATERIALS TESTING & - CONSULTING COMPRESSIVE STRENGTH TEST REPORT 2 -23 -90 Northwest Hospitality Group Northwest Hospitality Group 5 sk. 7/8 20 of 20 Pour Location:(2) pile caps on A & B Line, & 3 & 6L and (4) pile caps between B & C Line; Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. 412 Fine Agg. 411 Fine Agg. X12 Admix #1 Admix 412 Admix X13 Admix X14 Cylinder I.D. # ],597 1598 1599 1600 Remarks Cylinder Diameter 4" 4" 4" 4" 470 33 gals. 1820 1480 Cylinder Height 8" 8" 8"• 8" PROJECT: Hampton Inn FILE 11: 90001 -018 SUPPLIER: Miles Sand & Gravel Company TICKET 41: 00129388 TRUCK 41: 0124 1st (2) pile cap E of B Line on Lines N. of 4 Line Grout Cylinders Grout Prisms Area 12.57 12.57 12.57 12.57 Mortar CubeE TEST PROPERTIES & CONDITIONS SPECS Weather l'_7 par Ambient Temp. 54 Concrete Temp. 65 Time Batched 1:20 Time Placed 2:15 % Air Content 2.3 Slump (inches) 2.0 Unit Weight (lb /ft3' Yield Water Added (Gals.) Specified f'c(psi) 3000 MD Mb Test Age Load (Days) (Pounds) 7 67,000 7 28 28 Strength Fracture (PSI) Type 5330 Cone Inspector: J. Frank Spears All rebar placed per approved drawings. P.O. fax 300 • Mounl Vernon, WA 90273.0309 • (208) 424.7580 4050 Auburn Wey North, Sulle 5 • Auhurn, WA 90002 • (200) H30.7787 MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT DATE: 2 -21 -90 CLIENT: Northwest Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 5 sack # OF YARDS: 10 of 111g Pour Location: 6 pile PROJECT: Hampton Inn FILE #: 90001 -015 SUPPLIER: Miles Sand & Gravel Company TICKET #: 00129047 TRUCK 11: 122 caps, straight S. of line D -1 and 4 (2) pile caps at intersection of E line and 2 line Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix 111 Admix #2 Admix 113 Admix 114 Cylinder Cylinder I.D. # Diameter 1583 4" 1584 4" 1585 4" • 1586 4" can 91 gals. 1870 14R0 Grout Cylinders Grout Prisms Cylinder Height' Area 8" 12.57 8" 8" 8" " _-" Remarks: Permit I: 5881 12.57 12.57 12.57 Mortar Cube: TEST PROPERTIES & CONDITIONS SPECS Weather overcast Ambient Temp. 52• Concrete Temp. 65 Time Batched 12:29 Time Placed 1 :25 Air Content Slump (inches) Unit Weight (lb /ft3) Yield Water Added (gals.) Specified f'c(psi) 3' 3000 Test Age Load Strength Fracture (Days) (Pounds) (PSI) Type . 7 53,000 4220 Cone & Split 7 54,000 4300 Cone 28 28 inspector: All rebar placed per approved drawings. P.O. fiox 309 • Mounl Vernon, WA 00273 -0309 • (200024-7500 4050 Aiitiuvn V11eyNorii:; Fume 5 " • "Aui:iiin; WA 9000"" •"" 'OM 850.3107 MATERIALS TESTING & CONSULTING COMPRESSIVE' STRENGTH TEST REPORT DATE: 2 -22 -90 CLIENT: Northwest.' Hospitality Group CONTRACTOR: Northwest Hospitality Group MIX I.D.: 3000 psi # OF YARDS: 10 of 10 Pour Location: Pile caps MAR ' o P• 19 a ,).... PROJECT: • Ham • t • n FILE #:. 90001'017"°" - SUPPLIER: Miles Sand &' TICKET #: '129241 . TRUCK #: .143 line D line 3 to 2.5 Gravel Company Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. #1 Fine Agg. #2 Admix #1 Admix #2 'Admix #3 Admix 04 .. Cylinder Cylinder, I.D. # Diameter' 1601 4" 1602 1603 1604 4... 4". 4" 470 33 • 1820 14$0 SO MI. IMO Cylinder Height 8" 8" • 8" Remarks Permit ids 5881 - / Grout Cylinders Grout Prisms Area 12.'57 12.57 12.57 12.57 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS. Weather Sunny 0 Ambient Temp. 45 • Concrete Temp. 52 Time Batched 12 :30 Time Placed 1 :30 X Air Content Slump (inches) 3 3 Unit Weight (lb /ft ) Yield Water Added (gals.) Specified f'c(pei) 3000 • OM NO MN 'Test•Age (Days) 7 7.' 28 28 Load Strength :. Fracture (Pounds) .(PSI). ' Type . 49.000 3900 ronp 48.500, 3860 Cone` ' Inspectors Scott Moore All rebar placed per approved drawings. P.O. Box 300. • Mount Vernon, WA 00273.0300 • (308 421.7560 dgii011i:bun: *sy Fiorti:, Suiln 6 • Auburn, WA 90tfo2" "'•.""(6) litiP o7 TESTING & r _ CONSULTING February 22, 1990 - Report- #90001 -016 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Duebabek Re: Daily Report Hampton Inn, Gentlemen: As requested M.T.C. was on -site to perform inspection of rebar and concrete. All reinforcing steel for pile caps line 3-3.8, line D line 3C through D were placed to approved drawings. The following ready mix trucks were tested for slump and air content: TIME TRUCK SLUMP TEMP AIR COMMENTS 1:30 pm 129241 3 52 8 gale. Super added 2:00 pm 129251 3 51 - 7 gals. Super added A set of cylinders was obtained from Truck #143, Ticket #129241. If you have any questions concerning the results, or if M.T.C.. can be of any Further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING J. Frank Spears Materials Engineer P.O. Box 309 • Mount Vernon, WA 98273-0309 • (208) 424.7680 4060 Aubum Way North, Suite 5 • Auburn, WA 98002 • (208) 850.7797 DATE: 2 -21 -90 CLIENT: CONTRACTOR: Northwest Hospitality Group MIX I.D.: MATERIALS TESTING & CONSULTING COMPRESSIVE STRENGTH TEST REPORT PROJECT: Hampton Inn 90001 -015 Northwest Hospitality Group 5 sank 41 OF YARDS: in n f 111/2 Pour Location: 6 pile caps, FILE 41: SUPPLIER: TICKET 41: 00129047 TRUCK 41: 122 straight S. of line D -1 and 4 (2) pile Miles Sand & Gravel Company caps at intersection of E line and 2 line Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. 412 Fine Agg. 411 Fine Agg. 412 Admix #1 Admix #2 Admix #3 Admix #4 Cylinder Cylinder I.D. # Diameter 1583 4" 1584 4" 1585 4 "' 1586 4" eon 53 gals. 1420 1480 Grout Cylinders Grout Prisms Cylinder Height Area 8" 12.57 8" 12.57 8" 12.57 8" 12.57 Remarks` ±Permit' : 5881 TEST PROPERTIES & CONDITIONS Weather Ambient Temp. Concrete Temp. Time Batched Time Placed % Air Content Slump (inches) Unit Weight (lb /ft3) Yield Water Added (gals.) 0 Specified f'c(psi) 3000 overcast 52 65 12 :29 1 :25 3% Test Age Load Strength (Days) (Pounds) (PSI) 7 53,000 4220 7 28 28 54,000 4300 78,000 6210 80,500 6400 Inspector: Mortar Cube: SPECS Fracture Type Cone & Spli1 Cone Cone Cone All rebar placed per approved drawings. P.O. Box 300 • Mount Vernon, WA 80273 -0309 • (208) 424.7580 • 4050 Auburn �lllnr'Norii:; Tulle 5 " 'Au )iii:i; WA 90002 " •'' T2O8j o50- 787 /07 DATE: 2 -19 -90 MATERIALS TESTING & CONSULTING fYIAR 201990 COMPRESSIVE STRENGTH TEST REPORT I F.; PROJECT: Hampton Inn CLIENT: Northwest Hospitality Group CONTRACTOR: NAG MIX I.D.: 5 sk # OF YARDS: 10 of 14 Pour Location: Pile Caps line E 1 through FILE 41: 90001 -013 SUPPLIER: Miles Sand & Gravel Company TICKET #: 128878 TRUCK 41: 134 3 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. 411 Fine Agg. 412 Admix 411 Admix 442 Admix #3 Admix #4 Cylinder Cylinder I.D. P Diameter 1567 4" 1568 4" 1569 4" 1570 4" 5 sk 1820 1480 Grout Cylinders Grout Prisms Cylinder Height Area 12.57 8" 8" 8" 8" Remarks: �Perm t ? #i`Y= `5881 12.57 12.57 12.57 Mortar Cubes TEST PROPERTIES & CONDITIONS SPECS Weather Sunny Ambient Temp. 45 Concrete Temp. 51 Time Batched 12 :13 Time Placed 1:08 Air Content Slump (inches) 3 4 3/4 Unit Weight (lb /ft ) - -- Yield Water Added (gals.) 0 Specified f•c(psi) 3000 Test Age (Days) 7 7 28 28 Load Strength Fracture (Pounds) (PSI) Type 54,250 4320 Cone 54,500 4340 Cone 82.250 6540 Shpar 86,500 6880 Cone Inspector: Scott Moore All rebar placed as Per Structural /Shop Drawings. P.O. Box 309 • Mount Vernon, WA 90273.0309 • (200) 424 -7500 4050 Auburn Way Ninth, Sutie 5 • Auburn, WA 90002 • (200) 05U4797 DATE: CLIENT: CONTRACTOR: MIX I.D.: 41 OF YARDS: 2 -19 -90 MATERIALS TESTING & CONSULTING, COMPRESSIVE STRENGTH TEST REPORT, PROJECT: Ha%mton Northwest'Hospitality Group NHG 5 sk 10 of 14 Pour Location: Pile Cans line E 1 through 3 14...1.3 .23 1a q, Inn FILE 41: 90001 -013 SUPPLIER:Miles Sand & Gravel Company TICKET #: 128878 TRUCK #: 134 Type: X Concrete Cylinders MIX PROPORTIONS Cement (Type I ) Water Fly Ash Coarse Agg. #1 Coarse Agg. #2 Fine Agg. 411 Fine Agg. #2 Admix #1 Admix #2 Admix #3 Admix #4 Cylinder I.D. # 1567 1568 1569 1570 Cylinder Diameter 4" 4" 4" 4" 5 sk 1820 1480 Cylinder Height 8" 8" g" Remarks Permit #: 581-17 /f Grout Cylinders Area 12.57 12.57 12.57 12.57 TEST PROPERTIES Weather Ambient Temp. Concrete Temp. Time Batched Time Placed Air Content Slump (inches) Unit Weight (lb /ft3) Yield Grout Prisms & CONDITIONS Sunny 45 51 12 :13 1:08 4 3 4 Water Added (gals.) 0 Specified f'c(psi) 3000 Test Age (Days) 7 Load (Pounds) 54,250 7 54,500 28 28 Mortar Cubes SPECS Strength Fracture (PSI) Type 4320 Cone 4340 Cone Inspector: Scott Moore All rebar placed as Per Structural /Shop Drawings. P.O. Box 309 • Mount Vernon, WA 90273.0309 • (200) 4247560 4050 Auburn liy iloilii, ulii �� �Auliurn, WA 9�2(�e) AM .1797 �J J MATERIALS TESTING & CONSULTING I CITY (A". February 14, 1990 Report #:90001 -014 FEB 2 21990 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek Re: / Daily Report Hampton Inn, Permit # 5881 Gentlemen: As requested M.T.C. was on -site to perform inspection of rebar and concrete. All reinforcing steel for pile cape line F, lines 1 through 3 were placed to approved drawings. All steel and piles were washed down with water before the concrete pour. The concrete mix used was 5 ak, 3000 psi. The following ready mix trucks were tested for slump and air content: TIME TRUCK TICKET SLUMP TEMP AIR COMMENTS 1:08 pm 134 128878 3 3/4 51 1 :50 pm 125 128885 3 1/4 A set of cylinders was obtained from Truck #134, Ticket #.128878. Tom Dusbabek of Northwest Hospitality Group was notified of the 4 3/4" slump as the job specifications call for 3" maximum on the foundation. If you have any questions concerning the results, or if M.T.C. can be of any further assistance, please call us at (206) 850 - 7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING 4. J. Frank Spears Materials Engineer P.O. Box 309 • Mount Vernon, WA 98273 -0309 • (206) 424-7560 4050 Aubum Way North, Sulte 5 • Aubum, WA 98002 • (208) 850.7797 ri MATERIALS TESTING & CONSULTING FEB 20 1990 I February 144,' 1990' Report # :90001 -012 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek Re: Pile Driving Hampton Inn, Permit # 5881 Gentlemen: As requested M.T.C. was on -site to perform inspection of the timber piles that were placed on the above referenced date and project in accordance with current applicable standards. The type of pile driving rig used was a Vulcan Model 1 with a single acting steam hammer. It has a rated energy of 15,000 ft-pounds, with a striking weight of 5,000 lbs . and a stroke of 3 feet. Pile # Location 232 41' W of line A 11' S of line 3 233 41' W of line A 14' S of line 3 234 44' W of line A 35' S of line 3 235 41' W of line A 39' S of line 3 236 1' W of line D 16' N of line 4 237 On line D 13' N of line 4 238 1' E of line D 16' N of line 4 239 10' E of line D 16' N of line 4 240 11' E of line D 13' N of line 4 241 13' E of line D 16' N of line 4 242 8' E of line E On line 4 243 11' E of line E On line 4 244 8' E of line E 25' N of line 4 Pile Depth # Blows Resistance in Length Driven Last Foot Last Foot 40' 26' 52 91,000 lbe 40' 31' 48 86,000 lbe 40' 27' 48 86,000 lbe 40' 227 49 87,000 lbe 40' 30' 52 91,000 lbe 40' 28' 52 91,000 lbe 40' 26' 55 94,000 lbe 40' 30' 52 102,000 ibe 40' 29' 56 95,000 lbe 40' 29' 53 92,000 lbe 40' 29' 50 88,000 lbe 40' 28' SO '88,000 lbe 40' 34' 55 94,000 lbe P.O, Box 309 • Mount Vernon, WA 98273 -0309 • (206) 424.7560 4050 Aubum Way North, Suito 5 • Aubum, WA 98002 • (206) 850-7797 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek MATERIALS TESTING & CONSULTING February 14, 1990 Report # :90001 -012 Pile Pile Depth # Blows # Location Length Driven Last Foot Resistance in Last Foot 245 21' N of line 4 40' 30' 52 91,000 lbe 8' E of line E 246 11' E of line E 40' 33' 47 84,000 lbs. 25' Nof line 4 247 21' N of line 4 40' 29' 55 94,000 lbs 11' E of line E 248 1' W of line E 40' 29' 52 91,000 lbs 16' Nof line4 249 On line E 40' 29' 55 94,000 lbs 13' Nof line 4 250 1' E of line E 40' 28' 50 88,000 lbs 16' Nof line 4 251 1' S of line 4 40' 30' 50 88,000 lbs On line F 252 1' N of line 4 40' 31' 55 94,000 lbs On line F 253 8' E of line E 40' 27' 58 98,000 lbs 10' Nof line 4 254 8' E of line E 40' 28' 55 94,000 lbs 13' Nof line 255 12' E of line E 40' '28' 55 94,000 lbs 12' Nof line 4 256 8' E of line E 40': 29'. " 50 88,000 lbs 1' Nof line 3 257 1' E of line E 40' 29' 52 91,000 lbs 1' S of line 3 258 10' E of line E 40' 27' 50 88,000 lbs On line 3 259 8' E of line E 40' 32' 56.. 88,000 lbs 10' S of line 3 260 8' E of line E 40' 30'' 56 88,000 lbs 13' S of line 3 261 11' E of line E 40' 30' 50„ 88,000 lbs 12' S of line 3 262 On lino F 40'. 34' 50 88,000 lbs 10' Nof line 4 263 On line F 40' 30' 48 86,000 lbs 13' Nof line 4 P.O. Box 309 Mount Vomon, WA 96273.0309 • (2. 424.7580 4050 Aubum Way North, Sub 5 • Aubum, WA 98002 • (206) 850.7797 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek. Pile Location a MATERIALS TESTING & CONSULTING February 14, 1990 Report IF:90001 -012 Pile Depth *.Blows Length Driven Last Foot 264 On line Fine 40' 33' 50 25' N of line 4 265 On line F 22' N of line '4 Resistance in Last Foot 88,000.1bs 40' 30' 55. 94,000 lbe I£ you have any questione concerning the results, or if M.T.C. can be of any further assistance,'please call us at (206) 850- 7797. Respectfully Submitted, MATERIALS TESTING St CONSULTING Stan W. Wade. P.E. Branch Manager /Senior Engineer P.O. Box 309 • Mount Vernon, WA 982730309 • (208) 424.7580 4050 Auburn Way North, Suite 6 • Aubum, WA 98002 • (208) 860.7797 MATERIALS TESTING &I FEB 20 1990 February 13; ,19,9'0 Repot -t:. #-: 90001 -011 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek Gentlemen: Re: Pile Driving I •e Hampton Inn, Permit # 5881 �12j As requested M.T.C. was on -site to perform inspection of the timber piles that were placed on the above referenced date and project in accordance with current applicable standards. The type of pile driving rig used was a Vulcan Model 1 with a single acting steam hammer. It has a rated energy of 15,000 £t- pounds, with a striking . weight of 5,000 lbs . and a stroke of 3 feet. Pile # Location Pile Depth Length Driven # Blows Last Foot Resistance in Last Foot 176 16' N of line 4 40' 23' 54 93,000 lbs 2' E of line C 177 13' N of line 4 40' 24' 56 95,000 lbe on line C 178 16' N of line 4 40' 23' 50 88,000 lbs 10' E of line C 179 16' N of line 4 40' 23' 49 87,000 lbs 13' E of line C 180 13' N of line 4 40' 24' 58 98,000 ibe 12' E of line C 181 1' N of line 6 40' 27' 51 89,000 lbs 11' E of line C 182 1' N of line 6 40' 26' 57 97,000 lbs 13' E of line C 183 1' N of line 6 40' 28' 53 92,000 lbs 22' E of line C 184 1' N of line 6 40' 26' 67 107,000 lbe 25' E of line C 185 1' N of line 6 40' 30' 53 92,000 lbs 13' WW of line D 186 1' N of line 6 40' 30' 63 103,000 lbs 10' W of line D 187 23' N of line 4 40' 25' 51 89,000 lbs. 24' W of line D 188 20' N of line 4 40' 26' 53 92,000 lbs 23' W of line D P.O. Box 309 • Mount Vernon, WA 98273-0309 • (208) 424.7580 4050 Aubum Way Nolth, Suite 6 • Aubum, WA 98002 • (208) 850.7797 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek Pile # Location 189 20' N of line 4 26' W of line D 190 16' N of line 4 26' W of line D 191 16' N of line 4 23' W of line D 192 13' N of line 4 24' W of line D 193 1' N of line 6 1' E of line D 194 1' N of line 6 10' E of line D 195 1' N of line 6 11' W of line E 196 23' N of line 4 12' W of line D 197 20' N of line 4 14' W of line D 198 20' N of line 4 11' W of line D 199 16' N of line 4 14' W of line D 200 16' N of line 4 11' W of line D 201 13' N of line 4 12' W of line D 202 10' S of line 3 2' W of line D 203 13' S of line 3 2' W of line D 204 11' S of line 3 1' E of line D 205 12' S of line 3 5' E of line D 206 12' S of line 3 12' E of line D 207 12' S of line 3 18' E of line D MATERIALS TESTING & CONSULTING Pile Depth Length Driven. 40' 25' 40' 24' 40' 24' 40' 26' 40' 31' 40' 30' 40' 28' 40' 25' 40' 25' 40' 26' 40'. 27' 40' 30' 40' 28' 40' 26' 40' 26' 40' 28' 40' . 29' 40' 31' February 13, 1990 Report :90001 -011 # Blows Last Foot Resistance in Last Foot 52 91,000 lbs 48 86,000 lbs 50 88,000 lbs 53 92,000 lbs 47 84,000 lbs 49 87,000 lbs 52 91,000 ibe 54 93,000 ibe 88,000 ibe. 88,000 ibe 86,000 lbs 89,000 lbs 87,000 lbs 45 82,000 lbs 63 103,000 lbs 87,000 lbs 84,000 lbs .48 86,000 ibe` 40' 29' 59 February 13, 1990 P.O, Box 309 • Mount Vernon, WA 98273-0309 • (208) 424.7580 4050 Auburn Way North, Suite 5 • Auburn, WA 98002 • (208) 850.7797 99,000 lbs LS � TESTING MATERIA & CONSULTING Report #:90001 -011 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek Pile Pile Depth # Blows # Location Length. Driven Last Foot 208 4' N of line 4 40' 26' 56 9' E of line 13 209 1' N of line E 40' 25' 52 9' E of line B 210 4' N of line 4 40' 25' 55 13' E of line B 211 1' N of line 4 40' 26' 54 14' E of line B 212 4' N of line 4 40' 25' 50 13' Wof line C 213 1' N of line 4 40' 24' 50 13' W of line C 214 4' N of line 4 40' 23' 52 10' Wof line C 215 1' N of line 4 40' 23' 58 10' Wof line C 216 20' S of line 3 40' 30' 51 12' E of line D 217 20' S of line 3 40' 25' 50. 6' E of line D 218 20' S of line 3 . 40' 26' On line Dline 2 219 22' S of line 3 40' 25' On line Dline 2 220 25' W of line 3 40' 27' 51 2' Wof line D 221 25' S of line 3 40' 24' 54 1' E of line D 222 20' 3 of line 3 40' 28' 53 18' E of line D 223 22' S of line 3 40' 28' 51. 18' E of line D 224 24' 3 of line 3 40' 28', 53 17' E of line D 225 1' N of line 6 40' 27' 56 2' Wof line E2 226 1' N of line 6 40' 29' 57 1' E of line E 48 Resistance in • Last Foot .50 95,000 lbs 91,000 lbs 94,000 lbs 93,000 lbs 88,000 lbs 88,000 lbs 91,000 lbs 98,000 lbs 89,000 lbs 88,000 lbs 86,000 lbo. 88,000 lbe 89,000 lbs 93,000 lbs 92,000 lbs 89,000 lbs 92,000 lbs 95,000 lbs 97,000 lbe RO. Box 309 • Mount Vernon, WA 98273-0309 • (206) 424.7660 4050 Aubum Way North, Suite 6 • Auburn, WA 98002 • (206) 850 -7797 ...alMATERIALS TESTING & at A CONSULTING February 13, 1990 Report #:90001 -011 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek Pile Pile Depth * Blows Resistance in # Location Length Driven Last Foot Last Foot 227 25' S of line 3 40' 29' 51 89,000, lbs 4' W of line E 228 8' N of line 4 40' 32' 50. 88,000 ibe 12' Wof line A 229 12' N of line 4 40' ' 30' 51 89,000 ibe 12' Wof line A 230 14' S of line 3 . 40' 32' 52 91,000 ibe 12' Wof line A 231 11' S of line 3. ' '40' 30' 51 89,000 lbs 12' Wof line A If you have any questions concerning the results, or if M.T.C. can be of any further assistance, please call us at (206) 850-7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING.. Stan W. Wade, P.E. Branch Managor /Senior 'Engino•er: P.O, Box 309 • Mount Vernon, WA 982730309 • (208) 424.7680 4050 Aubum Way North, Suite 5 • Aubum, WA 98002 • (208) 850.7797 •_� C MATERIALS -K `M TESTING & 0661. G g3� CONSULTING NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Duebabek Gentlemen: K1 1 01r'{l Febr�iies.r.y=- .-'2';� Report #:90001 -010 Re :/ Pile Driving Inspection Hampton Inn, Permit # 588 /774' As requested M.T.C. was on -site to perform inspection of the timber piles that were placed on the above referenced date and project in accordance with current applicable standards. The type of pile driving rig used was a Vulcan Model 1 with a single acting steam hammer. It has a rated energy of 15,000 ft- pounds, with a striking weight of 5,000 lbs. and a stroke of 3 feet. Pile # Location 124 1' S of line 3 1' W of line B 125 1' S of line 3 1' E of line B 126 5' N of line 3 5' E of line B 127 1' W of line B 17' S of line 3 128 On line B 15' . S of line 3 129 1' E of line B 17' S of line 3 130 On line 3 10' E of line B 131 On line 3 13' E of line B 132 13' W of line C 5' N of line 3 133 On line 3 13' W of line C 134 On line 3 11' W of line C 135 1' W of line C On line 3 136 1' E of line C On line 3 Pile Depth # Blows Resistance in Length Driven Last Foot Last Foot 40' 23' 45 82,000 ibe 40' 24' 47 84,000 lbe 40' 26' 50 88,000 ibe 40' 27' 45 82,000 ibe 40' 24' 48 86,000 lbe 40' 26' 48 86,000 lbs 40' 29' 48 86,000 ibe 40' 23' 48 86,000 ibe 40' 29' 50 88,000 ibe 40' 26' 46. 83,000 ibe 40' 24' 47 84,000 ibe 40' 26' 46 83,000 ibe 40' 27' 55 94,000 ibe P.O. Box 309 • Mount Vernon, WA 98273 -0309 • (208) 424.7580 4060 Aubum Way North, Suite 6 • Aubum, WA 98002 • (208) 860.7797 February 12, 1990 Report 4:90001 -010 Pile # Location 137 1' W of line C 26' S of line 3 138 On line C 23' S of line 3 139 1' E of line C 26' S of line 3 140 On line 3 10' E of line C 141 On line 3 13' E of line C 142 10' E of line C 26' S of line 3 143 26' S of line 3 13' E of line C 144 12' E of line C 24' S of line 3 145 36' E of line C On line 3 146 On line 3 13' E of line C 147 2' E of line D 1' N of line 32 148 On line D 1' N of line 3 149 On line D 1' 3 of line 3 150 On line 3 14' W of line D 151 On line 3 11' W 'of line D 152 On line 4 1' W of line A 153 On line 4 1' E of line A 154 On line A 15' N of line 4 155 On line A 12' N of line 4 �a MATERIALS ,J TESTING & CONSULTING Pile Length Depth Driven # Blows Last. Foot Resistance in Last Foot 40' 26' 52 91,000 lbs 40' 25' 67 107,000 lbe 40' 24' 64 104,000 lbs 40' 30' 58 98,000 lbs 40' 27' 58 98,000 lbs 40'. 25' 56 95,000 lbs 40' 25' 66 106,000 lbs 40' 25' 58 98,000 lbs 40' 27' 57 97,000 lbs 40' 26' 62 102,000 lbs 40' 27' 53 92,000 lbs 40' 28' 53 92,000 lbe 40' 26' ,55 94,000 lbs 40' 31' 60 100,000 lbs 40' 31' , 60 100,000 lbs 26' 54 93,000 lbs 40' 25' 68 109,000 lbs 40' 28' 48 86,000 lbe 40' 29' 47 84,000 lbs P.O, Box 309 • Mount Vernon, WA 98273-0309 • (208) 424.7580 4050 Auburn Way North, Suite 5 • Auburn, WA 98002 • (208) 850.7797 artMATERIALS TESTING & CONSULTING February 12, 1990 Report 4:90001 -010 Pile Pile Depth # Blows Resistance in # Location Length Driven Last Foot Last Foot 156 On line 6 40'• 29' 48 86,000 lbs 1' Wof line B 157 On line 6 40' 26' 58 98,000 lbs 1' E of line B 158 On line 6 40' . 28' 48 86,000 lbs 1' Wof line 159 On line 6 40' 25' 53 92,000 lbs 1' E of line C 160 On line 6 40' 26' 52 91,000 lbs 13' W of line C 161 On line 6 40' 26' 52 91,000 lbs 10' Wof line C 162 On line 6 40' 25' 51 89,000 lbs 11' E of line . B 163 On line 6 40' 26' 53 92,000 lbs 14' E of line B 164 On line 4 40' 26' 56 95,000 lbs 1' Wof line B 165 On line 4 40' 24' 56 , 95,000 lbs 1' E of line B 166 1' W of line B 40' 32' 53 92,000 lbs 12' N of line 4 167 On line B 40' 26' 51 89,000 lbs 15' N of line 4 168 1' E of line B 40' 25' 53 92,000 lbs 12', N of line 4. 169 12' E of line B 40' 29' 57 97,000 lbs 26' N of line 4 170 11' E of line B 40' 25' 61 101,000 lbs 23' N of line 4 171 14' E 'of line B 40' 26' 51 89,000 lbs 23' N of line 4 172 11' W of line C 40' 25' 49 87,000 lbs 20' S of line 3 173 10' W of line C 40' 23' 53 92,000 lbs 23' S of line 3 174 13' W of line C 40' 23' 54 93,000 lbs 23' S of line 3 175 1' W of line C 40' 24' 61 101,000 lbs 16' Nof line4 P.O. Box 309 • Mount Vernon, WA 98273.0309 • (208) 424.7580 4050 Aubum Way North, BuIle 5 • Aubum, WA 98002 • (208) 8507797 MATERIALS TESTING & CONSULTING If :..you have, any 'questions concerning the results, or if M.T.C. can be of -any further assistance, please call .us at (206) 850 -7797: Reepectfully Submitted, MATERIALS TESTING &CONSULTING Stan W. Wade, P.E. Branch Manager /Senior Engineer P.O, Box 309 • Mount Vernon, WA 98273.0300 • (206) 424.7560 • 4050 Auburn Way North, Suite 5 • • :Auburn; WA 00002 • • (208) 850.7707 • MATERIALS.- TESTING & -- - CONSULTING [FEB 151990 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek Gentlemen: Februa Report 9iTY F 11.511 i l.A DEPT._ Pile Driving Inspection Hampton Inn, Permit # 5881 Ae requested M.T.C. was on -site to perform inspection o.€ the timber piles that were placed on the above referenced date and project in accordance with current applicable standards. The type of pile driving rig used was a Vulcan Model 1 with a single acting steam hammer. It has a rated energy of 15,000 ft- pounds, with a striking weight of 5,000 lbs. and a stroke of 3 feet. Pile Pile Depth # Blows # Location Length Driven Last Foot Resistance in Last Foot 74 1' E of Line E 40' 31' 54 93,000 lbs 24' S of line 2 75 1' E of line D 40' 31' . 50 88,000 lbs 33' . S of line 2 76 1' E of line D 40' 30' 48 86,000 lbs 37' S of line 2 77 3' E of line E 40' 32 44. 80,000 lbs 33' S of line 2 78 3' E of Line E 40' 30' 50 88,000 lbs 33' S of line 2 79 3' E of line E 40' 28' 50 88,000 lbs 37' S of line 2 80 1' E of line E 40' 32' 50 88,000 lbs 36' S of line 2 81 3' E of line E 40' 31' 52 91,000 lbs 49' S of line 2 82 1' E of line E 40' 29' 46 83,000 lbs 47' S of line 2 83 1' W of line D 40' 29' 60 100,000 lbs 46' S of line 2 84 1' E of line D 40' 29' 52 91,000 lbs 49' S of line 2 85 3' E of line E 40' 30' 52 91,000 lbs 57' S of line 2 86 3' E of line E 40' 29' 56 95,000 lbs 61' S of line 2 P.O. Box 309 • Mount Vernon, WA 98273-0309 • (206) 424 -7580 4050 Auburn Way North, Suite 5 • Auburn, WA 98002 • (206) 850.7797 February 9, 1990 Report #:90001 -009 Pile # Location 1 sk a MATERIALS � TESTING & CONSULTING Pile Depth # Blows Length. Driven Last Foot 87 1' E of line E 40' 27' 51 59' S of line 2 88 1' E of line D 40' 32' 52 60' S of line 2 89 3' E of line E 69' S of line 2 40' 27' 65 90 3' E of line E 40' 28' 54 69' S of line 2 91 3' E of line E 40' 30' 52 72' S of line 2 92 1' E of line F 40.' 29' 50 70' S of line 2 93 1' W of line D 40' 30' 52 69' S of line 2 94 3' E of line E 40' 31' 48 81' S of line 2 95 3' E of line E 40' 30' 57 84' S of line 2 96 1' E of line E 40' 30' 8' S of line 2 97 1' E of line D 40' 28' 80' S of line 2 98 1' E of line D 40' 29' 84'. S of line 2 99 1' E of line D 40' 29' .52' 93' S of line 2. 100 3' E of line E 40' 29' 48 96' S of line 2 101 1' E of line E 40' 28' 50 94' S of line 2 102 1' E of line D 40' 28' 50 92' S of line 2 103 1' E of line D 40' 28' 58 95' S of line 2 104 3' E of line E ..40' 28' 55 72' N of line 4 105 3' E of line E 40' 28' 55 69' N of line 4 106 1' E of line E 40' 27' 52 69' N of line 4 Resistance in Last Foot 89,000 lbs 91,000 lbs 105,000 lbs 93,000 lbs 91,000 lbs 88,000 lbs 91,000 lbs 86,000 lbs 97,000 lbs 91,000 lbs. 92,000 lbs 91,000 lbs 91,000 lbs. 86,000 lbs 88,000 lbs 88,000 lbs 98,000 lbs 94,000 lbs 94,000 lbs 91,000 lbs P.O. Box 309 • Mount Vernon, WA 982730309 • (208) 424 -7580 4050 Auburn Way North, Suite 5 • Aubum, WA 98002 • (208) 850.7797 C 11hit MATERIALS TESTING & CONSULTING February 9, 1990 Report #:90001 -009 Pile Pile Depth # Blows Resistance in # Location Length Driven Last Foot Last Foot 107 1' E of line D 40' 27' 52 91,000 lbs 72' N of line 4 108 1' E of line D 40' 27' 58 98,000 lbs 69' N of line 4 109 3' E of line E 40' 32'. 52 91,000 lbs 60' N of line 4 110 3' E of line E 40' 27' 50 88,000 lbs 57' N of line 4 111 1' E of line E 40' 28' 50 88,000 lbs 59' N of line 4 112 1' E of line D 40' 28' 48 86,000 lbs 60' N of line 4 113 1' E of line D 40' 26' 48 86,000 lbs 57' N of line 4 114 3' E of line E 40' 32' 55 94.000 lbs 49' N of line 4 115 3' E of line E 40' 29' 47 84,000 lbs. 46' N of line 4 116 1' E of line E 40' 29' 47 84,000 lbs 47' N of line 4 117 3' E of line E 40' 32' 47 84,000 lbs 37' N of line 4 118 3' E of line E 40' 29' 46 83,000 lbs 33' N of line 4 119 1' E of line E 40' 28' 47 84,000 lbs 35' N of line 4 120 On line A 40'. 27.` 49. 87,000 lbs 15' S of line 3 121 1' W of line A 40' 28' 48 86,000 lbs 1' S of line 3 122 1' E of line A 40' 25' 50 88,000 lbe 1' S of line 3 123 On line A 40' 32' 48 86,000 lbs 5' N of line 3 If you have any questions concerning the results, or if M. T . C can be of any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIJ►LS TESTING &c CONSULTING St W. Wade. P.E. Branch Manager /Senior Engineer P.O. Box 309 Mount Vernon, WA 98273-0309 • (206) 424.7580 4050 Auburn Way North, Sulte 6 • Auburn, WA 98002 • (208) 8607797 r ji MATERIALS TESTINIAG & CONSULTING c �-- February 8, 1990 ----- Report #:90001 -008 FEB 151990 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek Gentlemen: Re: Pile Driving Inspection Hampton Inn, Permit # 5881 As requested M.T.C. was on -site to perform inspection of the timber piles that were placed on the above referenced date and project in accordance with current applicable standards. The type of pile driving rig used was a Vulcan Model 1 with a single acting steam hammer. It has a rated energy of 15,000 ft- pounds, with a striking weight of 5,000 lbs. and a stroke of 3 feet. Pile Pile Depth # Blows Resistance in # Location Length Driven Last Foot Last Foot 23 11' E of line E 40' 29' 52 91,000 lbe 48' S of line 2 24 1' W of line F 40' 33' 48 86,000 lbe 45' S of line 2 25 1' W of line F 40' 28' 52 91,000 lbs 48' S of line 2 26 9' E of line E 40' 32' 52 91,000 lbs 57' S of line 2 27 9' E of line E 40' 28' 60 100,000 lbs 60' S of line 2 28 11' E of line E 40' 27' 50 88,000 lbe 58' S of line 2 29 1' W of line F 40' 33' 50 88,000 lbe 56' S of line 2 30 1' W of line F 40' 27' 55 94,000 lbs 59' S of line 2 31 9' E of line E 40' 29' 50 88,000 lbs 69' S of line 2 32 9' E of line E 40' 31', 52 91,000 lbe 72' S of line 2 33 11' E of line E 40' 29' 55 94,000 lbs 70' S of line 2 34 1' W of line F 40' 30' 55 94,000 lbe 68' S of line 2 35 1' W of line F 40' 30' 65 105,000 lbs 71' S of line 2 P.O. Box 309 • Mount Vemon, WA 98273 -0309 • (206) 424.7660 4050 Auburn Way North, Suite 6 • Aubum, WA 98002 • (206) 850 -7797 February 8, 1990 Report #:90001 -008 Pile # Location 36 9' E of line E 80' S of line 2 37 9' E of line E 83' S of line 2 38 11 E of lino E 81' S of line 2 39 1' W of line F 79' S of line 2 40 1' W of line F 82' S of line 2 41 9' E of line E 92' S of line 2 42 9' E of Line E 95' S of line 2 43 11'E of line E 93' S of line 2 44 1' W of line F 91" S of line 2 45 1' W of line F 94' S of line 2 46 9' E of line E 72' N of line 4 47 9' E of line E 69' N of line 4 48 11' E of line E 71' N of line 4 49 9' E of line E 60' N of line 4 50 9' E of line E 57' N of line 4 51 11' E of line E 59' N of line 4 52 1' W of line F 71' N of line 4 53 1' W of line F 68' N of line 4 54 1' W of line F 60' N of line 4 55 1' W of line F 57' N of line 4 February 8, 1990 �� a MATERIALS 44,1 � TESTING & CONSULTING Pile Depth #.Blows Resistance in Length Driven Last Foot Last Foot 40' 31' 55 94,000 lbs 40' 27' 49 87,000 lbs 40' 30' 50 88,000 lbs 40' 32' 50 88,000 lbs 40' 31' 60 100,000 lbs 40' 31' 52 91,000 lbs 40' 31' 48 86,000 lbs 40' 27' 52 • 91,000 lbs 40' . 33' 50 88,000 lbs" 40' 30' 50 88,000 lbe 88,000 lbs 7,000 lbs •'.94,000'1be• 91,000 lbs. 27'• 52 91,000 lbs 40' 26'. 50 88,000 lbs 40' 30' . 46 83,000 lbs 40' 28' 50 88,000 lbs 40' 32` ... 44 80,000 lbs. 40' 29' 60 ' 100,000 lbs P.O. Box 309 • Mount Vernon, WA 98273.0309 • (208) 424 -7580 4050 Auburn Way North, Suite 5 • Auburn, WA 98002 • (208) 850-7797 IJ• �� � MATERIALS 441 � TESTING & CONSULTING Report #:90001 -008 Pile Pile Depth # Blows Resistance in # Location Length Driven Last Foot Last Foot 56 1' W of line F 40 32' 49 87,000 lbe 48' N of line 4 57 1' W of line E 40' 32' 48 86,000 lbe 45' N of line 4 58 1' W of line F 40' 30' 65 105,000 lbs. 36' N of line 4 59 3' W'of line E 40' 37' 46 83,000 lbs. 2' N of line 2 60 3' W of line E 40' 31'. 50 88,000 lbe 1' S of line 2 61 1' E of line D 40' 37' 44 80,000 lbs 1' N of line 2 62 1' E of line D 40' 37' 46 83,000 lbe 2' S of line 2 63 3' W of line E 5' S of line 2 64 3' W of line E 8' S of line 2 65 3' E of line E 9' S of line 2 40' 37 47 . 84,000 lbs 40' 37' S3 92,000 lbs 40' 37' 54 93,000 lbe 66 3' E of line E 40' 32' 48: 86,000 lbs 13' S of line 2 67 1' E of line E 40' 33' 50 88,000 lbe 12' S of line 2 68 1' E of line D 40' 37 47 " 84,000 lbe 9' S of line 22 69 1' E of line D 40' 37' 44 80,000 lbs 13'. S,of line 2 70 1' E of line D 40' 36' 50': 88,000 lbs 21' S of line 2 71 1' E of line D 40' 33' 50 88,000 lbs 24' S of line 2 72 3' E of line E 40' 31' 44 80,000 lbe 22' S of line 2 73 3' E of line E 40' 33' 50 . 83,000 lbs 25' S of line 2 PO, Box 309 • Mount Vernon, WA 98273 -0309 • (206) 424.7560 4050 Aubum Way North, Suite 5 • Aubum, WA 98002 • (206) 8507797 � MA TERIALS TESTING & CONSULTING: February 8, 1990 Report #: 90001 -008'. If you have any questions concerning the results, or if M.T.C. '. can be of any further assistance, please call us at (206) 850-7797. Respectfully Submitted, MATERIALS TESTING Bc.CONSULTING Stan W. Wade, P.E. Branch Manager /Senior Engineer RO. Box 309 • Mount Vernon, WA 98273 -0309 • (208) 424.7580 4050 Aubum Way North, Suite 5 • Aubum, WA 98002 • (208) 850.7797 att MATERIALS TESTING & CONSULTING NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusbabek Gentlemen: LI;iI��f_�UCIf�!o1 FEB 1 51990 CITY 61: 711r.VVILA Febru� 'y-- I.6 =1.9. .Y0 orp—r. Report #:90001 -007 Re: Pile Driving Inspection Hampton Inn, Permit # 5881 As requested M.T.C. was on -site to perform inspection of the timber pile:. that were placed on the above referenced date and project in accordance with current applicable standards. The type of pile driving rig used was a Vulcan Model 1 with a single actin4 steam hammer. It has a rated energy of 15,000 ft- pounds, with a strikinc weight of 5,000 lbs. and a stroke of 3 feet. Pile # Location Pile Length Depth Driven # Blows Resistance in Last Foot Last Foot 1 Online F & line 2 40' 37' 52 91,000 lbs N pile 2 15' E of line E 40'. 37' 52 91,000 lbs 2' N of line 2 3 15' E of line E 40' 36' 50 88,000 lbs 1' S of line 2 4 15' E of line E 40' 37' 52 91,000 lbs 5' S of line 2 5 15' E of line E 40' 36' 58 98,000 lbs 9' 3 of line 2 6 9' E of line E 40' 37' 45. 82,000 lbs 10' S of line 2 7 11' E of line E 40' 37' 48 86,000 lbs 12' S of line 2 8 9' E of line E 40' 37' 48 86,000 lbs 14' 5 of line 2 9 1' W of line F 40' 36' 51 89,000 lbs 10' S of line 2 10 1' W of line F 40' 37' 52 91,000 lbs. 14' S of line 2 11 9' E of line E 40' ' 36' 58 98,000 lbs 22' S of line 2 12 9' E of line E 40' 37' 58 , 98,000 lbs 25' 5 of line 2 13 11' E of line E 40' 36' 60 . 100,000 lbs 24' S of line 2 P.O. Box 309 • Mount Vernon, WA 98273-0309 • (206) 424 -7560 4050 Aubum Way North, Suite 5 • Auburn, WA 98002 • (206) 850.7797 ant February 7, 1990 Pile ..Location 14 1' W of line F 22' .S of line 2 15 1' W of line F 25' S of line 2 16 9'. E of line E 34' S of line'2 17 9' E of line E 37' S of ' line 2 18 ,11 E of line E 36' S of line 2 19. 1' W of line F 34' • S of line 2 20 1' W of line F 37' S of line 2 21 9' E of line E 46' S of line 2 22. 9' E of line E 49'. S of line 2 MATERIALS TESTING & CONSULTING Report #:90001 -007 Pile' Depth # Blows Length. Driven Last Foot Resistance, in Last Foot 40' 36' ' 70 110,000 lbs • 40'. 36' . 48 . 86,000 lbs 40' . 35' ' ' ' 50 ' 88,000 lbs 40' 35' . 44 80,000 lbs 40' 29' 64 104,000 lbs 40' 35' 46 83,000 lbs 40' 31' 80. 120,000'113s 40' 36'. 52 91,000 . lbs 35' 52 91,000.'lbs If,.you have any questions concerning the resulte,,or if any further assistance, please callus at (206) 850 - 7797. Respectfully Submitted,.; MATERIALS TESTING 6: CONSULTING, eti 44.4' Stan W. Wade, P.E. Branch Manager /Senior Engineer P.O, Box 309 • Mount Vernon, WA 98273-0309 • (208) 424-7560 4050 Aubum Way North, Suite 5 • Auburn, WA 98002. • (206) 850.7797 NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Torn Dusbabek Re: Gentlemen: MATERIALS TESTING & CONSULTING February 5, . 1990 Report #:90001 -006 In- Place Densit Hampton Inn ermit # 5881 Tests As requested M.T.C. performed on -site density test in accordance with current applicable standards. The results obtained were as follows; In -Place In -Place Maximum' Test Toet Dry Percent Optimum Dry Percent Percent Materiel 1 Location Density Moisture Moisture Density Compaction Required Type 1 Storm Drains, 91.8 , 28.2% 13.9% 115.4 79.6► 95'. C Stations 21 +00 Top of trench 2 Storm Drains, 90.5 26.1► 13.9% Station. 22 +63 Top of trench Material Type: A: 134.1 1 6.9 %, Sandy Gravel Base B: 128,5 a 8.9'►, 5/8" Recycle C: 115.4 1 13.9'., Native Trench 115,4 78.4. 95% C If you have any questions concerning the results, .or if any further assistance,: please call us at (206) .850- 7797., .Respectfully Submitted, MATERIALS TESTING $ CONSULTING J: Frank Spears Materials Engineer P.O. Box 309 • Mount Vernon, WA 98273-0309 • (208) 424 -7680 4050 Aubum Way North, Sulte 5 • Auburn, WA 98002 • (208) 850.7797 a MATERIALS ,14.1 TESTING & CONSULTING NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Duhabek Gentlemen: January 23, 1990 'Report #:90001 -005 Re: Pile Driving Test 'tiles Hampton Inn,CPermit # 5881 As requested M.T.C. was on -site to perform inspection of five test piles that were placed on the above referenced date and project in accordance with current applicable standards. The type of pile driving rig used was a Vulcan Model 1 with a single acting steam hammer. It has a rated energy of 15,000 ft- pounds, with a striking weight of 5,000 lbs. and a stroke of 3 feet. The resistance developed in the pile was computed using the Engineering Nows Formula where: R - 2 x W x I•I / (s + 0.1) This formula has an assumed safety factor of 6 in it. R - The resistance developed in pounds W - The weight of the striking parts H - The height of drop (stroke) in feet s - The penetration of one blow in inches Pile Pile Depth # Blows Resistance in Location Length Driven Last Foot Last Foot W. side of line D6 40' 31' 57 97,000 lbs 14' S. of line 40' 36' 44 80,000 lbs F3, S. pile 71' S. of 2 line, 40' 36' 44 80,000 lbs on D line, S. pile S. side of line F2 40' 37' 52 91,000 lbs 23' S. of line A3 40' 36' 52 91,000 lbs Based on the data obtained from the test piles the length of piles ordered should be a minimum of 40 feet. If you have any questions concerning the results, or if M.T.C. can be of any further assistance, please call us at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING 4"—„.e.A . Frank Spears Materials Engineer P.O. Box 309 • Mount Vernon, WA 98273 -0309 • (206) 424 -7660 4050 Aubum Way North, Suite 6 • Aubum, WA 98002 • (206) 850-7797 MATERIALS TESTING & CONSULTING January 19, 1990 Report #:90001 -004 .NORTHWEST HOSPITALITY GROUP 380.:East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom Dusabek :Gentlemen': In- Place Density Tests Ha :As 'requested M.T.C. performed on -site density test in accordance with current applicable standards. The results obtained were "as follows; In -Place In -Place Maximum Test Test Dry Percent Optimum Dry # Location Density Moisture Moisture Density 1. 30' N & 60' E of SW 122.8 9,4% 8.9% 128.5 Building Pad Corner South Wing; top of Pad 2 10' S & 50' E of S Wing, NW Corner Building Pad; top of Pad 124.8. 10.1% 8.9% 20' N & 20' E of S Wing • 122..8 10'.496 NW Corner Building: Pad top of Pad If you have any questions•:.concerning the re'sults ;, • or if any further assistance, please call us at .C206) 850 -7797: Percent Compaction. 95.6% 128.5 96.996 Respectfully Submitted, MATERIALS TESTING & CONSULTING. 5-77:0A J. Frank Spears Materials Engineer. P,O. Box 309 • Mount Vomon, WA 98273 -0300 • (206) 424 -7560 4050 Aubum Way North, Suite 6 • Aubum, WA 98002 • " (206) 850.7797 J MATERIALS TESTING & CONSULTING NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, Idaho 83706 Attn: Tom'Dusabek Gentlemen:. JAN • al 1990 January 1g.g..�.._.,._..._.....,.. Report #:90001 -003 Re: In -Place Density Tests Hampton Inn /hermit # 5881 �!r/ As requested M.T.C. performed on -site density test in accordance with current applicable standards. The results obtained were as follows; In -Placo In -Place Maximum Test Test Dry Percent Optimum Dry Percent # • Location Density Moisture Moisture Density Compaction 120.8 4.5% 8.9% 128.5 94,0% 127.9 4.9% 8.9% 128.5 99.59 20' N 4 15' W of SW Building Pad Corner; 1' below top of Pad 50' S 4 20' W of NE Building Pad Corner; at top of Pad 10' S 4 15' W of NE Building Pad Corner; at top of Pad 124.9 6.5% 8.9% 128:5 97.2% If you have any questions concerning the results, or if any further 'assistance, please callus at (206) 850 -7797. Respectfully Submitted, MATERIALS TESTING & CONSULTING M.T.C. Can e of • Ck-1-4"'3.4"' J. Frank Spears Materials Engineer P.O. Box 309 • Mount Vernon, WA 98273-0309 • (208) 424.7560 4050 Aubum Way North, Suite 5 • Aubum, WA 98002 • (208) 850 -7797 MATERIALS TESTING & CONSULTING NORTHWEST. HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite Boise, Idaho 83706 Attn: Tom Dusabek 310 January 17,i .1.990 Report it :90'001.1002 Re: In -Place Density Tests Hampton Inn Gentlemen: ermit # 5881 As requested M.T.C. performed current applicable standards. Test Test #. Location on -site density test The results obtained were as follows in accordance In -Place Dr y Density 1 Building Pad; 80' S & 124.6 15' E of NW Corner; 1' below top of Pad with In -Place Maximum. Percent Optimum Dry Percent Moisture Moisture Density Compaction 6.496 8.996 128.5 97.096 Building Pad; 30' S & 120.7. 4.596 8.996 128.5. 93.9% 20' E of NW Corner; 1' below top of Pad 3 Building Pad; 50' S. .'121.3 10' W. of NE Corner; 1' below top of Pad If you have any questions concerning any further assistance please call us 4,796 8.996' 128.5 94:496: the , r esults , or if M T C can be at (206) 850- 779.7,. R"eopectfully Submitted, MATERIALS TESTING Sc CONSULTING. J. Frank Spears Materials Engineer P.O. Box 309 • Mount Vomon, WA 98273 -0309 (208) 424 -7680 4050 Aubum Way Na;1h, Suite 6 • Aubum, WA 98002 • (208) 850-7797 �� � MATERIALS 41,1 � TESTING & CONSULTING NORTHWEST HOSPITALITY GROUP 380 .East Parkcenter Blvd. Suite 310 Boise,.I'd'aho 83706 Attn: Tom Dusabek January 16.; 1990 Report #:.90001 -001 . -In'-Place Density TestV, Hampton Inn Gentlemen: current applicable standards. The results obtained were as follows; Permit # 588 requested M.T ;.C.. performed on -site density test in accordance with Test. Test Location 1 .South Parking Lot. 150' E. of W. End. South Parking Lot 100' E. of. W. End South Parking Lot 125' E. of W. End In -Place In -Place Maximum Dry Percent Optimum Dry Percent Density Moisture Moisture Density. Compaction 120.6 4.9% 8.9% 128.5 93.9% 121.0. 5.0% 8.9% 128.5 94.2% 118.5 5,2% 8.9% 128.5 92.2% `If you have any questions concerning the results , oa: if .any .. ny further as sia,tanceplease call usat (206)850- 7797.. Respectfully Submitted, TERIALS TESTING & CONSULTING • YasiJ_Jix 3.. L'rank Spears Materials, Engineer • P.O, Box 309 • Mount Vernon, WA 98273.0309 (200) 424 -7660 4050 Auburn Way North, Suite 6 • Auburn, WA 00002 • (206) 050-7797 MATERIALS TESTING CORPORATION NORTHWEST HOSPITALITY GROUP 380 East Parkcenter Blvd. Suite 310 Boise, ID 83706 Attn: Tom Dusbabek Gentlemen:. October 2, 1990 Report # :90001 -147 Re: Final Inspection Report Hampton Inn Permit: 5911 This letter Is to certify that in accordance with Section 306 of the Unifomi Bulling Code,'we have performed special Inspection of the following Items for the above referenced project:: • Pliedriving • SoNs Reinforced Concrete Structural Steel All Inspections and tests were performed and reported in accordance with the requirements of the Uniform Building Code and King County Building and Land Development Office. To the best of our knowledge, the work was performed in accordance with the applicable provisions of the U.B.C. and B.A.LD. codes and standards. If you have any questions concerning this, report, or If.M.T.C. can be of any further assistance, please call • .us at (208) 850.7797. • Respectfully Submitted, MATERIALS TESTING CORPORATION J. Frank Spears , P.E. General Manager 1 ROWE J OCT 0 41990 CITY C7f TUKWILA PLANNING. DFPT ;'4050 Auburn Way North, Suite 5 . Auburn, WA 98002 • (206) 850.7797 Sy/ NORTHWEST HOSPITALITY GROUP /7 zr, 7A� September 17, 1990 Duane Griffin City of Tukwila Department of Community Development - Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 Duane, This letter is to document our discussion of September 17, 1990, regarding employees employed at the Hampton Inn in Tukwila. As we discussed, all employees working at the site are employees of the General Contractor, Northwest Hospitality Group. The 'only exception to this is the employees of our subcontractors, (electrician, plumbers, etc). As employees of Northwest Hospitality Group, all employees are covered under our Washington State Industrial Insurance Policy, Builders Risk Insurance, Property Liability Insurance and General Liability Policy. The employees are used in construction cleanup and all around preparation of the building and Northwest Hospitality Group assumes all liability for said employees. Thank you for your assistance in this matter. Sincerely, 4 Rober J. Suits President NORTHWEST HOSPITALITY GROUP kmd RecetvEo CITY OF TUKWILq 5EP25199 PEAMIrCENTER 580 East Parkcsntet I!)vd, Suite 310 • Boise, Idaho 63706 • (208) 343.3439 • Fat (306) 344.4748 Geo 0Engineers Architects Incorporated 1197 Main Street Boise, Idaho 83702 Attention: Mr. Randy Haverfield December 7, 1989 Consultation Proposed Hampton Inn Tukwila, Washington File No. 1458- 002 -B05 This letter provides a response to questions regarding Hampton Inn in Tukwila, Washington. The allowable pile capacities presented in our September 29, 1989 include a factor of safety of about 2.5, Consulting Geotechnical Engineers and Geologists the proposed report dated As stated in our report, if the existing grades in the building and adjacent pavement areas are raised by no more than 6 inches, downdrag forces need not be considered in design. Where the existing grades are raised by more than 6 inches, either the fill should be allowed to completely settle prior to pile installation or, alternatively, downdrag forces should be considered in the design. - 0 0 0 - We trust that this letter provides the information you need at this time. If you have any questions, please call. NLT :JBT:cs ,.e,ZyB.Tho•n0 e� of VYgs .. So A.v* 42 0 GeoEngineers, Inc. 2405 140th Ave. NE, Suite 105 Bellevue, \X'A 98005. Telephone (206) 746.5200 Fax. (206) 746.5068 Yours very truly, GeoEngineers, Inc. JCLAMAm. "B James B. Thompson Associate t.- w..:..,�. .. ..r,.,; . � x. e•.;:...-«^ t- ;T.St'Ytn.'4fCrr,!�,'Y2t�SC�. �� :!r•,xr,T'0.1�•r:T,"';'!+��/s7R l`%l fi5°.? S+ qAt' re ^'R4Y'+"�� +^?�'w'!'r ±Hr'M..ry,. -.ter• 1�'•�.•..O "w. . '! i^ t`#' I .rw:}ld± /•.!+n5- .v..wu..w.!.�f REPORT OF GEOTECHNICAL ENGINEERING SERVICES PROPOSED HAMPTON INN TUKWILA, WASHINGTON FOR TUKWILA ASSOCIATES - LIMITED PARTNERSHIP ).PJ. .10' • ,^ • 14 g , • 41." ■i:IA■••••.■.t • • O'li,40:4;tiVitteP4‘‘,41:41.34:174;'-4.4A,1" V..vA)■,6 v Vt. .1' REPORT OF GEOTECHNICAL ENGINEERING SERVICES ;PROPOSED HAMPTON. INN TUKWILA, WASHINGTON TUKWILA ASSOCIATES - LIMITED PARTNERSHIP Ax j Geo Engineers September 29, 1989 Tukwila Associates - Limited Partnership 380 Park Center Boulevard, Suite 310 Boise,, Idaho 83706 Attention: Mr. Bob Suites Consulting Geotechnkal Engineers and Geologists We are please to submit three copies of our "Report of geotechnical Engineering Services, Proposed Hampton Inn, Tukwila, Washington, for the Tukwila Associates - Limited Partnership." The scope of our services was outlined in our proposal dated February 19, 1988, and our proposal supplement dated March 3, 1988. Our services were authorized by Mr. Bob Suites with EBCO, Inc. During the course of our services, we have been in contact with you to discuss design issues, foundation options, and to provide information and recommendations as our findings were developed. It has been our pleasure to be of service to you on this project. If you have any questions regarding the contents of this report or if we can be of further service, please contact us. Yours very truly, GeoEngineers, Inc. James B. Thompson Associate JBT:cs File No. 1458 - 002 -BO5 GeoEngineers, Inc. 2405 140th Ave. NE, Suite 105 Bellevue, WA 98005 Telephone (206) 746 -5200 Fax. (206) 746-5068 Geo Engineers INTRODUCTION SCOPE SITE CONDITIONS 3 SURFACE CONDITIONS 3 SUBSURFACE CONDITIONS 3 AND RECOMMENDATIONS 4 GENERAL 4 SITE PREPARATION AND EARTHWORK , 5 Site Preparation 5 Structural Fill 6 Cut and Fill Slopes 8 Fill Settlement 8 FOUNDATION SUPPORT 8 General 8 Axial Capacity 8 Pile Downdrag 9 Lateral Capacity 9 Settlement 10 Installation 10 SLAB SUPPORT 11 SWIMMING POOL 12 PAVEMENTS 13 DRAINAGE CONSIDERATIONS 14 OTHER SITE CHARACTERISTICS 15 %.:. T A B L E . O F C O N T E N T S Page No. 1 .USE,OF.THIS REPORT SITE PLAN List of Figures APPENDIX 15 Figure No. 1 Page No. FIELD EXPLORATIONS AND LABORATORY TESTING A -1 FIELD EXPLORATIONS A -1 LABORATORY TESTING A -2. TABLE OF CONTENTS,(CONTINUED) List of Appendix Figures SOIL CLASSIFICATION SYSTEM KEY TO BORING LOG SYMBOLS LOGS OF BORINGS LOGS OF TEST PITS Figure No. A -1 A -2 A-3 thru ` A-7. A -8 thru A -9 A -10 A-11 CONSOLIDATION TEST RESULTS DIRECT SHEAR TEST RESULTS Geo ti Engineers REPORT OF GEOTECHNICAL ENGINEERING SERVICES PROPOSED HAMPTON INN TUKWILA, WASHINGTON FOR TUKWILA ASSOCIATES — LIMITED PARTNERSHIP INTRODUCTION This report presents the results of our geotechnical engineering services for the proposed Hampton Inn in Tukwila, Washington. The location of the project site and proposed new facilities are shown on the Site Plan, Figure 1. We understand that the proposed development will include a four -story hotel building with a swimming pool and surrounding paved parking areas. The building will be L- shaped with dimensions of about 150 feet north -south by 130 feet east -west. The pool will be located east of the south wing and extend 5 feet below grade. We understand that the majority of the building will be supported on continuous wall footings having loads of on the order of 8 to 10 kips per lineal foot. A few individual column footings having loads in the range of 80 to 100 kips will also be used. The first floor slab will have a live load of about 80 pounds per square foot. We understand that new grades will be close to the existing site grades. The site plan indicates that Nelson Place will extend along the south side of the property. This portion of Nelson Place has not yet been constructed. The design of Nelson Place is being performed and is not included in the scope of this study. SCOPE The purposes of our services are to explore the subsurface soil and ground water conditions at the project site and to develop geotechnical recommendations and design criteria for the proposed development. Our specific scope of services includes the following: GeoEngineers 1. Explore subsurface conditions by drilling three test borings, excavating five test pits, and reviewing available information from previous studies performed in the site vicinity. 2. Provide geotechnical design and performance criteria for the most economical foundations, including allowable bearing capacities for spread footings (if appropriate) and pile capacity— penetration relationships for pile foundations. 3. Establish criteria for embankments, grading, filling and backfilling, including estimates of settlements due to the placement of new fill. 4. Availability of fill material and compaction requirements for site fill, construction backfill, and for the support of structures and pavements. 5. Subgrade recommendations for building foundations, floor slabs and /or pavements on grade. 6. Anticipation and management of ground water during construction of structures and pavements, especially with respect to the planned swimming pool. 7. Temporary excavation and temporary protection such as excavation sheeting, underpinning and temporary dewatering systems, as appropriate. 8. Criteria for temporary and permanent cut and fill slopes. 9. Lateral earth pressures for design of walls below grade, including criteria for backfill, compaction and drainage. 10. Pavement design criteria and subgrade preparation. 11. Evaluation of seismic hazard and local or state code require- ments. 12. Frost penetration depth and effect for the Puget Sound area. 13. Evaluation and comments on the effect of weather and /or construction equipment on soil during construction. 14. Evaluation of soils to ascertain presence of potentially expansive, deleterious, chemically active or corrosive materials or conditions, or presence of gas. 15. Review project plans and specifications. 2 .� �1 G `-,:`.:.Engineers A Phase 1 site assessment has also been completed in conjunction with this study. The results of the site assessment are presented as a separate letter report dated April 4, 1988. SITE CONDITIONS SURFACE CONDITIONS The site is located on the east side of West Valley Highway (SR 101), immediately south of Interstate 405. The parcel is approximately 300 feet in length on the north property line, increasing to about 500 feet in length along the south property line, and about 430 feet wide north to south. The site is currently occupied by three houses located on the west half of the property. Numerous sheds are present east of the houses. An abandoned concrete swimming pool is present near the west edge of the property about 140 feet south of the northwest property corner. This pool appears to be 10— to 12 —feet deep at one end. The survey which you provided to us shows an old building foundation in the north portion of the site. At the time of our explorations, this foundation was not noticeable above the existing ground surface. The east edge of the property is currently occupied by a portion of Nelson Place. We understand that this portion of the street will be abandoned and that Nelson Place will be relocated to a parcel situated immediately south of the site. The ground surface is nearly level across the site, sloping slightly downward to the east. Existing vegetation consists of sod, blackberry bushes, landscape plants, and scattered deciduous trees. Trash and debris are scattered across the site. We understand that the north portion of the site was recently used as a contractor staging area. SUBSURFACE CONDITIONS Subsurface conditions were explored by drilling three test borings and excavating five test pits at the locations shown in Figure 1. In addition, two monitor wells were installed as part of the site assessment 3 • • Geo= Engineers study. The description of the wells is presented in our site assessment letter report dated April 4, 1988. A description of the field exploration and laboratory testing procedures and the logs of the explorations are presented in Appendix A. The site is situated on the broad alluvial plain of the Green River. The river channel is located 300 to 400 feet west of the site, trending north - south. Relatively consistent subsurface conditions were encountered in our explorations. In general, the site is underlain by soft to medium stiff silt which is, in turn, underlain by dense to very dense sand. The silt extended to depths of 21 feet in Boring 1 and 27 to 28 feet in Borings 2 and 3. Layers of loose fine sand and silty sand were encountered near the surface and interbedded with the silt from a depth of 9 to about 20 feet. Boring 1 encountered a layer of medium dense sand and silty sand from a depth of 21 to 27 feet. At a depth of 27 to 28 feet, dense to very dense fine to medium sand was encountered in all of the borings. The sand extended to the maximum depth drilled (44 feet), and based on our knowledge of general geologic conditions in the area, probably extends to a depth of more than 100 feet. Ground water seepage was observed in Test Pits 1 and 3 at depths of 10 and 9 feet, respectively. Ground water levels were measured in the monitor wells at a depth of 11 to 12 feet. However, the silt generally was wet and stained below a depth of about 4 to 5 feet, indicating that the ground water often rises to this level. We expect that the ground water levels at the site will fluctuate with variations in seasonal precipitation and with the level of the Green River. CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on the results of our explorations, it is our opinion that the project site is suitable for the proposed development. Compressible silt was encountered to depths of about 21 to 28 feet across the site. 4 Geo4; .Engineers To minimize post — construction settlement of the building, two foundation support options have been considered. The first option consists of supporting conventional spread footings on a 4— to 5 —foot thick pad of structural fill in combination with a preload fill in the building area. This option would require overexcavation on the order of 5 feet below existing grade, and allowing the preload to remain in place for about 4 to 5 months. The second option consists of supporting the building on piles which extend into the deeper competent sand deposits. We have discussed both options with you and understand that the building will probably be pile supported. Recommendations for pile support of the building are presented in detail below. If you elect to support the building on spread footings, we should be consulted to provide the necessary modifications to this report. At the time this study was completed, site grades were not established. In our opinion, there are three options for slab support, depending on the final grades selected. These options are (1) place the top of the slab at or below the existing ground surface and support on- grade, (2) support the slab on —grade above the existing surface and preload the building site to pre— induce settlements, or (3) structurally support the slab on piles. SITE PREPARATION AND EARTHWORK Site Preparation: We recommend that all brush, sod, organic soil, and debris be removed from settlement sensitive areas (e.g., building and pavement areas). We expect that the required depth of stripping will be on the order of 3 to 5 inches. We recommend that tree stumps be removed and tree roots grubbed such that all roots 2 inches or more in diameter are removed. We recommend that any existing foundations or slabs within the footprint of the new building be either totally removed, or removed to a depth of 3 feet below the existing surface. Any existing features which should interfere with pile installation should also be removed. 5 Geoff Engineers Three residences and an abandoned swimming pool currently occupy portions of the planned parking areas. Based on our site visits, it appears that at least one of the houses may contain a partial basement. We recommend that all foundations and slabs be removed from beneath pavement areas. Where subgrade walls are present, we recommend that these walls be broken off to a minimum depth of 2 -1/2 feet below the existing surface or 3 feet below the finished grade of the pavement, whichever is greater. Concrete rubble may be used to fill in basements or the swimming pool to within 3 feet of the finished pavement grade provided the concrete is broken into chunks no larger than 1 foot in size, and placed such that void spaces are minimized. The remaining portions of basements and the pool must be backfilled with structural fill as described below. Once stripping and foundation removal is completed, we recommend that the exposed subgrades in pavement areas (and slab areas if the slabs are to be supported on- grade) be evaluated by thorough proofrolling with heavy rubber - tired construction equipment (dry weather) or by probing (wet weather construction). During dry weather, we recommend that any loose, soft, or otherwise unsuitable areas be compacted with a heavy roller such that the upper 12 inches is at least 92 percent of the maximum dry density determined in accordance with ASTM D -1557. If the subgrade can not be adequately compacted or if the work is performed during wet weather, any soft or loose zones should be removed and replaced with structural fill to a depth determined by the geotechnical engineer. Most of the near- surface soils are moisture sensitive and will be difficult to work on or compact during wet weather. Therefore, we recommend that stripping and earthwork be accomplished during periods of dry weather when these soils will be less susceptible to disturbance and provide better support for construction equipment. If earthwork proceeds during wet weather, we recommend that construction access roads consisting of 18 to 24 inches of gravel or quarry spalls be used across the site, and that construction traffic be confined to these temporary access roads. Structural Fill: All new fill in settlement- sensitive areas should be placed as compacted structural fill after the site has been prepared as described above. All structural fill material should be free of debris, 6 Geo Engineers organic contaminants and rock fragments larger than 6 inches. The suitability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing No. 200 sieve) increases, soil becomes increasingly more sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. We recommend that structural fill contain no more than about 5 percent fines for placement in wet weather. The percent fines can be higher for placement in dry weather, providing that the fill material is moisture conditioned as necessary for proper compaction. The near - surface soils at the site consist of interbedded silty fine sand and sandy silt. This material is unsuitable for use as structural fill. We suggest any excavated soil either be used in landscaping areas or removed from the site. At the time our explorations were completed, there was some standing water in the existing swimming pool. We recommend that any water in the pool be pumped out prior to placing fill. Structural fill placed in building or pavement areas should be compacted to at least 95 percent of the maximum dry density determined in accordance with ASTM D -1557. Utility trench backfill should be compacted to at least 90 percent, except for the upper 2 feet which should be compacted to 95 percent. We recommend that structural fill be placed in loose layers not more than 8 inches thick, conditioned to the proper moisture content for compaction, and uniformly compacted to the specified degree before placing subsequent layers. We recommend that a representative from GeoEngineers, Inc. be present during site stripping, proofrolling /probing and structural fill place- ment. The representative would observe the work, evaluate subgrade performance under proofrolling /probing, perform representative in -place density tests to determine if the required degree of compaction is being achieved and advise on any modifications to procedure which may be appropriate for the prevailing conditions. 7 Geo << Engineers Cut and Fill Slopes: As the lower floor for the building will be established close to existing grade, we do not anticipate any cut or fill slopes on the site with the exception of the swimming pool excavation. This excavation is described in the SWIM'7ING POOL section of the report. Fill Settlement: The site is underlain by 21 to 28 feet of compres- sible silt which could experience significant settlement under the weight of new fill. We estimate that 1 foot of new fill could produce up to 1 inch of settlement, and 2 feet of fill up to about 2 inches of settle- ment. This settlement would occur slowly over about three to five months. Fill induced settlements could affect the performance of settlement sensitive facilities such as pavements, utilities, sidewalks, patios and entryways, and should be carefully considered in design. Of particular consideration would be the different settlements which could occur between the pile supported building and surrounded facilities supported on grade. Some options for reducing postconstruction settlement include keeping finish grades at or below existing grades, placing the fill three to five months prior to construction of settlement— sensitive facilities, or preloading critical areas. FOUNDATION SUPPORT General: As mentioned above, we understand that the building will probably be supported on pile foundations which extend into the underlying competent sand. Based on the anticipated design loads for the structure (5 to 10 kips per lineal foot for construction wall footings and 80 to 100 kips for individual column footings), it appears that individual pile capacities in the range of 20 to 40 tons per pile will be required to support the structure. We believe that driven timber piles are best suited to this load range. The timber piles will extend above the water table and should be pressure treated. Axial Capacity: The allowable axial capacity of treated timber piles having a minimum tip diameter of 7 inches driven to a minimum depth of 35 or 40 feet, or to practical refusal, as defined below, can be taken as 20 and 30 tons for downward acting loads, respectively. The allowable uplift capacity of 7— inch —tip piles driven to depths of 35 or 40 feet can 8 Geo; "CGS �: Engineers be taken as 10 and 15 tons, respectively. For timber piles with a minimum p diameter of 9 inches riven to a minimum depth o_f 35 or eet, the allowable downward capacity can be taken as 30 anc 40jtons, respectively. The allowable uplift capacity for 9 -inch tip timber piles driven to 35 or 40 fee ray be taken as 15 andji ons, respectively.. Structural - characteristics of pile materials may limit the allowable capacity and should be evaluated by your structural engineer. The above allowable pile capacities may be increased by one -third when considering design loads of short duration such as wind or seismic forces. There is some risk associated with supporting structure elements on single piles. Therefore, we recommend that all major structural elements be supported on pile groups consisting of two or more piles. The pile capacity penetration relationships presented above are estimates and may vary due to variations in the depth and density of the competent sand layer. We recommend that either a test pile driving program be accomplished prior to ordering the pile lengths, or that the ordered pile lengths be at least 5 feet greater than the lengths presented above for the selected pile size and capacity. Pile Downdrag: Pile downdrag forces develop when surrounding compressible soils settle relative to a pile, thus interacting with and adding load to the pile. At the time of our study, site grades had not been established. If the existing grades in the building and adjacent pavement areas are raised by more than 6 inches, we recommend that downdrag forces-FE - considered in design. If downdrag forces need to be considered, we recommend that downdrag loads of 9 an. 11 tons be used for 7 -inch and -inc timber piles, The downdrag forces should be added to the nominal design load for each pile to compute the total load acting on the pile. Lateral Capacity: The allowable lateral load for the 7- inch -tip and 99- inch_,,,timber piles may be taken as 2 an gips per pile, respect - respectively. iv ely. These lateral capacities assume a center -to- center pile spacin of at least three pile diameters and pile head fixi.t_y again4t ra on..._ The capacities are based on a maximum pile deflection of approximately 1/2 inch. 9 Geo Engineers Resistance to lateral loads can also be developed by passive pressures on the face of pile caps and other embedded foundation elements. The allowable passive resistance on the face of pile caps or other__ embedded foundation elements neatly cast against native soil may be computed using an equivalent fluid density of 300 pounds per cubic foot (pcf) for a level surface. Alternatively, passive pressures may be computed using an equivalent fluid density of 450 pcf if all soil extending out from the face of the pile cap or other foundation element for a distance of at least equal to 2 -1/2 times the height of the element consists of structural fill compacted to at least 95 percent of the maximum dry density determined in accordance with ASTM D -1557. These values do not include a factor of safety. An appropriate `�/ factor of safety should be used when evaluating overall resistance to fort Y`l' lateral design forces. Settlement: We estimate that the settlement of pile foundations, 1/y�; eye designed and installed as recommended, will be less than 1/2 inch. Most ' j/ /( of this settlement will occur rapidly as loads are applied. Postcon- ) '�S G'Gf,�a�G i P' struction settlements should be minor. V Installation: We recommend that the 7 -and 9- inch -tip piles be driven with a hammer that has a minimum rated energy of 15,000 and 19,500 foot- pounds, respectively. Larger hammers are acceptable, providing that they do not cause structural damage to the pile. To develop the indicated downward capacity, timber piles should be driven to the penetrations indicated, or to refusal, whichever occurs first. Refusal criteria will vary with the hammer size actually used by the contractor and its efficiency. We should be consulted to provide refusal criteria for the selected pile size and load after the hammer has been selected by the contractor. It should be noted that the recommended pile penetrations and allowable capacities presented above are based on assumed uniformity of soil conditions between the explorations. There may be variations in the depth to and relative density of the supporting soils. Accordingly, we 10 �cu Geo R Engineers 11 Geo Engineers need to remain in place would be at least three months. We should be consulted to provide the surcharge height and estimated time required if this option is selected. Option 3 consists of structurally supporting the slab, i.e., supporting the slab on piles. If this option is selected, we recommend that either an air space or a vapor barrier be placed below the slab for moisture control. SWIMMING POOL We understand that a swimming pool will be constructed at the location shown in Figure 1 to a maximum depth of 5 feet below the adjacent grade. We anticipate that loose sand and medium stiff sandy silt will be encountered in the pool excavation. Temporary cuts in these soils may be sloped at 1.5:1 (horizontal to vertical). The excavation face may experience some sloughing and raveling. During wet weather, it may be necessary to cover the temporary cut slopes with heavy plastic sheeting to protect the excavation face from erosion due to rainfall or surface runoff. At the time our explorations were completed, seepage was observed at depths of 9 to 11 feet. Based on staining present in the upper deposits, we expect that the ground water level occasionally rises to a depth of 4 to 5 feet below the surface. Therefore, we anticipate that seepage might be encountered in the bottom of the swimming pool excavation. We expect that the amount of seepage will be such that it can be adequately handled during construction by installing sumps in the lowest parts of the excavation and pumping from the sumps as necessary. We recommend that a zone of clean (less than 5 percent passing the No. 200 sieve) sand and gravel at least 12 inches in thickness be placed on the bottom of the excavation to provide a stable working surface for the pool construction. As discussed above, ground water levels might rise to a depth of 4 feet below the existing surface during prolonged periods of precipi- tation. As the pool will only extend a maximum of 5 feet below the existing ground surface, in our opinion no drains or pressure relief 12 Geo E °Engineers values need to be installed to deal with buoyancy effects. However, we do recommend that the pool be fully drained only during periods of extended dry weather, which usually occurs in the late summer and early fall months. If the pool is constructed as a free - standing structure (i.e., not shotcreted in place), we recommend that the pool backfill meet the requirements for structural fill defined under STRUCTURAL FILL. All backfill for the pool should be compacted to between 90 and 92 percent of the maximum dry density determined in accordance with ASTM D -1557. The upper two feet of backfill should be compacted to 95 percent of ASTM D -1557. Measures should be taken to prevent the buildup of excess lateral soil pressures due to overcompaction of the backfill behind the wall. This can be accomplished by placing the zone of backfill located within 5 feet of the wall in lifts not exceeding 8 inches in loose thickness and compacting this zone with a hand - operated or small self - propelled vibrating plate compactor. The lateral soil pressures acting on the pool walls will depend on the nature, density and configuration of the soil behind the wall and the amount of lateral wall movement that can occur as backfill is placed. Assuming that the pool is constructed as a free- standing structure and that the walls are backfilled as outlined above, we recommend a design lateral pressure of 45 pounds per cubic foot, expressed as an equivalent fluid density. This value assumes that the swimming pool walls will be semi - rigid. PAVEMENTS Our recommended design pavement sections assume that the subgrade will be prepared as recommend under SITE PREPARATION AND EARTHWORK. For asphaltic concrete pavement, we recommend that the pavement section consist of 2 inches of Class B asphaltic concrete, 4 inches of crushed rock base course, and 6 inches of clean, free - draining sand and gravel which contains no more than 5 percent fines. For entryways or portions of the pavement which will be subject to more frequent truck and car traffic, we recommend increasing the thickness of the asphaltic 1.3 14 Geo, -'t .Engineers OTHER SITE CHARACTERISTICS This section discusses the potential of the soil to be corrosive or expansive, frost penetration depth for the Puget Sound area, and a discussion of seismic hazards. In our opinion, the soil deposits encountered at the site are not potentially expansive, deleterious, chemically active or corrosive, nor likely to produce gas. Wood fragments, which could indicate mild corrosive conditions, were encountered in Test Pit 3 at a depth of 9 feet. However, Test Pit 3 is outside of the building or pool area, and the wood was encountered relatively deep (9 feet). Design frost depths in the Puget Sound area are typically taken as 18 inches below the ground surface. We believe that 18 inches is an adequate design frost depth for the proposed building. The site is located within a seismically active area in which numerous earthquakes have been recorded. On the basis of past earthquake activity, the Uniform Building Code has assigned the Puget Sound a Zone 3 rating for seismic activity on a scale of 1 (lowest) to 4 (highest) In our opinion, the site soils have a low to moderate potential for liquefaction. USE OF THIS REPORT We have prepared this report for use by the Mariner Hotel Corporation and their consultants in the design of a portion of this project. The data and report should be provided to prospective contractors for bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are any changes in the loads, grades, locations or types of facilities planned, the conclusions and recommendations presented in this ;. report might not be fully applicable. If such changes are made, we should be given the opportunity to review our conclusions and recommendations and to provide written modification or verification, as appropriate. When the design has been finalized, we should be retained to review the final design drawings and specifications to see that our recommendations have been interpreted and implemented as intended. 15 WEngineers Geo The scope of our work does not include services related to construc- tion safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions between the locations of the explorations and also with time. A contingency for unanticipated conditions should be included in the project budget and schedule. We recommend that we be retained to provide sufficient monitoring, testing and consultation during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other conditions, express or implied, should be understood. The conclusions and recommendations in this report should be applied in their entirety. If there are any questions concerning the report or if we can provide additional services, please contact us. NLT:JBT:cs Respectfully submitted, GeoEngineers, Inc. Nancy L. Tochko Project Engineer J. 3 James B. Thompson Associate 16 1297 -01 -5 • • • SR 181 West Valley Highway REFERENCE: DRAWING ENTITLED "TUKWILA HAMPTON„ PROSPECT/MARINER, PRELIVINARY SITE PLAN", DATED 1/15/88 BY FARRELL & ASSOC. ARCHITECTS. In •• • , YetrowIl -',.4i.• .......4 : . ., 4 -.. •••. th•••• • •1•,......•...,4.•.;. 1‘,3- Hwirt pokit : ,: %... it 17.;:" hoil .1 Am li 7 .. • <.?t'lla.v.4:411:". tt9 ..medinieliev... Seattle:':'d' i , -,..,"X:n::: I. p... 1 frio310.:% 1 A w.p , . , ; gt.' 'Misr ar nt aeN :: . Arts ':,, r rt4 • .040.0, 10 S....4 MiliCER " 110: ,:. 1:47":„,...,:\slt. N t Itniarlile' „, Ty oSt.AP4o sitIntod c' MI t• MIN ' • • ;L •ti • 1" a V 17.1 is i • ,•■•••., • • \,\• • ,Tukwita 14 Loa / I Lanliiceps. • 1 SR 181 West Valley Highway HAMPTON, PROSPECT/MARINER, PRELMINARY BY FARRELL & ASSOC. ARCHITECTS.ii ■•■••••••••=osarlesnIESCOMMICEMICL.13CISONIM••••• 617flifterfli KEY: 1+ 1+ A r- Aron:: .t. Renton kuy • oh. SITE VICINITY MAP No Scala 0 -50 1 SCALE IN FEET BORING LOCATION AND NUMBER TEST PIT LOCATION AND NUMBER MONITOR WELL LOCATION AND NUMBER GeoEngnoers Incorporated SITE PLAN FIGURE 1 adl wi• G 'Engineers A P P E N D I X FIELD EXPLORATIONS AND LABORATORY TESTING FIELD EXPLORATIONS The subsurface conditions at the project site were explored by drilling three test borings and excavating five test pits at the locations shown in Figure 1. Explorations locations were measured by taping from existing site features. The test pits were excavated with a rubber -tired backhoe on March 10, 1988 to depths ranging from 10 to 11 feet below existing grade. The borings were drilled on March 11, 1988 to depths of 34 to 44 feet using a truck- mounted, continuous flight, hollow -stem auger drill. Bag samples were obtained from the test pits. Relatively undisturbed samples were obtained from the borings using a 3 -inch outside diameter split- barrel sampler driven into the soil using a 300 -pound hammer free - falling 30 inches. The number of blows required to drive the sampler the last 12 inches, or other indicated distance, is recorded on the boring logs. The test pits and borings were continuously monitored by a represen- tative of our firm. Soils were classified in general accordance with the classification system described in Figure A -1. A key to the boring log symbols is presented in Figure A -2. The logs of the borings are presented in Figures A -3 through A -7. The logs of the test pits are presented in Figures A -8 and A -9. The exploration logs are based on our interpretation of the field and laboratory data and indicate the various types of soils encountered. They also indicate the depths at which these soils or their characteristics change, although the change might actually be gradual. If the change occurred between samples in the borings, it was interpreted. Ground surface elevations were interpreted from the elevations shown on the site survey which you provided to us. Two monitor wells were installed at the locations shown in Figure 1 to monitor ground water levels and obtain samples of ground water for chemical analysis. A description of the monitor wells is presented in our site assessment letter report dated April 4, 1988. A — 1 Engineers LABORATORY TESTING All soil samples were brought to our laboratory for further exami- nation. Selected samples were tested to determine their moisture content, dry density, strength, and compressibility characteristics. One- dimensional consolidation tests were performed to measure the dimensional and time -rate compressibility characteristics of two represen- tative fine - grained soil samples. The consolidation test results are presented in Figure A -10. Strength tests consisting of strain - controlled direct shear tests were performed on five selected samples. The direct shear test results are presented in Figure A -11. The results of the moisture content and dry density tests are presented on the boring logs and, where applicable, in figures presenting the results of other laboratory tests. ca W (9 SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED SOILS MORE THAN 50% RETAINED ON NO. 200 SIEVE . GRAVEL MORE THAN 60% OF COARSE FRACTION RETAINED ON NO. 4 SIEVE CLEAN GRAVEL GW WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY - GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND MORE THAN 60% OF COARSE FRACTION PASSES NO. 4 SIEVE CLEAN SAND SW WELL- GRADED SAND, FINE TO COARSE SAND SP POORLY- GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE GRAINED SOILS SILT AND CLAY LESS i HAN IT 0 INORGANIC ML SILT CL CLAY i ORGANIC OL ORGANIC SILT, ORGANIC CLAY MORE THAN 60% PASSES NO, 200 SIEVE SILT AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY LIOUID LIMIT 60 OR MORE ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification Is based on Dry - Absence of moisture, dusty, dry visual examination of soil in general to the touch accordance with ASTM D2488 -83. Moist - Damp, but no visible water 2. Soil classification using laboratory tests Is based on ASTM D2487-83. Wet - Visible free water or saturated, usually soil Is obtained from 3. Descriptions of soil density or below water table consistency are based on Interpretation of blowcount data, visual appearance of soils, and /or test data. �a p 4� GeoEngineers lik■ Incorporated SOIL CLASSIFICATION SYSTEM FIGURE A -1 LABORATORY TESTS: SOIL GRAPH: AL CP CS DS GS HA K M MD SP TX UC CA Atterberg limits Compaction Consolidation Direct shear Grain-size analysis Hydrometer analysis Permeability Moisture content Moisture and density Swelling pressure Triaxial compression Unconfined compression Chemical Analysis BLOW - COUNT /SAMPLE DATA: Blows required to drive Dames & Moore sampler 12 inches or other Indicated distances using 300 pound hammer falling 30 inches. 'P' indicates sampler pushed with weight of hammer or hydraulics of drill rig. NOTES: 22 II 12 P ❑ 10 Soil Group Symbol (See Note 1) Distinct contact between Soil Strata Gradual Change between Soil Strata Water Level Bottom of Boring Location of relatively undisturbed sample Location of disturbed sample Location of sampling attempt with no recovery Location of sample attempt using Standard Penetration Test procedures 4o 0 Location of relatively undisturbed sample using 140 pound hammer falling 30 inches. 1. Soil classification system is summarized in Figure A -1. 2. The reader must refer to the discussion in the report text as well as the exploration logs for a proper understanding of subsurface conditions. 0' GeoEngineers l‘■/. Incorporated KEY TO BORING LOG SYMBOLS FIGURE A -2 0 5 10 16 F- w w u. -20 x r a w KSK:NLT:EL 1297 -01 -5 25 30 35 40 TEST DATA m„ c y r W y ay - CO N -.I 1- 00 BORING NO. 1 Group Symbol Approximate Elevation: 21 feet DESCRIPTION - SP- SM SM DARK BROWN FINE SAND WITH SILT AND SILTY FINE SAND (LOOSE, MOIST) - - MD 13% 82 5 • - — ...-""--' .- ML MOTTLED GRAY AND BROWN FINE SANDY SILT (SOFT, MOIST TO WET) - - MD 49% 72 2 • - ML GRAY SILT WITH FINE SAND AND CLAYEY SILT - (SOFT TO MEDIUM STIFF, WET) 6 • SM DARK BROWN SILTY FINE SAND AND BROWN FINE !. ML SANDY SILT (LOOSE, SOFT, WET) - MD 46% 75 7 ■ _ F- SP DARK GRAY INTERBEDDED FINE SAND AND SILTY - SM FINE SAND WITH OCCASIONAL LENSES OF FINE - SANDY SILT (MEDIUM DENSE, WET) - 13 • - /- _ SP BLACK FINE TO MEDIUM SAND WITH A TRACE OF SILT_ (DENSE TO VERY DENSE, WET) MD, DS 26% 101 42 • 81 ■ OCCASIONAL LENSES OF SILTY FINE SAND r _ / SP DARK GRAY FINE TO MEDIUM SAND AND SILTY FINE MD, DS 23% 104 78 • SM SAND (VERY DENSE, WET) - Note: See FiguroA-2 for Explanation of Symbols 4001/P' GeoEngineers Incorporated LOG OF BORING FIGURE A -3 TEST DATA BORING NO. 1 `4 T (Continued) al G I "ti t H C RIy- o �m co Group o . . 20 op Frio cn Symbol DESCRIPTION 40 SP BLACK FINE TO MEDIUM SAND (VERY DENSE, WET) 50- IIn BORING COMPLETED AT 43 FEET ON 3/11/88 45— Mom OMNI Immo CO CO r4 In -J 111 H -J tri z 1,1 H O t` rr Note: See FlguroA -2 for Explanation of Symbols GeoEnglneers Incorporated LOG OF BORING FIGURE A -4 0 6 10 16 H w w u. —20 a w 0 26 30 35 40 N N J N TEST DATA w C M N_ 0 0 W C 00 BORING NO, 2 0 o'o Group my to Symbol Approximate Elevation: 22 feet DESCRIPTION Note: See Figure A -2 for Explanation of Symbols <<` GeoEngineers Incorporated LOG OF BORING FIGURE A -5 ML BROWN SANDY FINE SILT WITH OCCASIONAL ROOTS (MEDIUM STIFF, MOIST) - MD 29$, 73 4 • ML - MOTTLED BROWN AND ORANGE FINE SANDY SILT WITH A TRACE OF ORGANIC MATTER (VERY SOFT TO SOFT, - WET) MD, CS 46% 73 1 • - ML GRAY CLAYEY SILT AND FINE SANDY SILT (SOFT, WET) - MD 56% 66 3 ■ - ML GRAY SILT AND FINE SANDY SILT WITH A TRACE OF ORGANIC MATTER (MEDIUM STIFF, WET) - 7 • - MD 61% '62 4 • 84- ■ SP BLACK FINE TO MEDIUM SAND (VERY DENSE, WET) - 9" - MD, DS 11% 104 92- • 11" MD 26% 98 59 ■ i Note: See Figure A -2 for Explanation of Symbols <<` GeoEngineers Incorporated LOG OF BORING FIGURE A -5 40 TEST DATA BORING NO. 2 (Continued) r co C +�, d N ▪ y r N ' C 0 m 0 0 . 0 c o 0 Group �� iU oc mU co Symbol DESCRIPTION w w z — MD, DS 24% 103 w • — 0 4b-- 86- • 11" I30RING'COMPLETED AT 44 FEET ON.3/11/88 Note: See Figure A -2 for Explanation of Symbols WINO MON GeoEnglneers Incorporated LOG OF BORING FIGURE A -6 0 5 10 15 TEST DATA y c c 0 ( C o' coo N N n E 0) MD 21% 86 MD 45% 74 w MD 46% 75 w u —20 x 1- a w 25 30 35 MD, CS 79% 48 MD, DS 27% 95 4 2 I1 4 • 3 • u 50- 0 4" 22 • BORING NO. 3 Group Symbol SM ML ML ML SM SP DESCRIPTION Approximate Elevation: 22 feet BROWN SILTY FINE SAND WITH OCCASIONAL SILT LENSES (VERY LOOSE TO LOOSE, MOIST) (BROWN FINE SANDY SILT (SOFT, MOIST TO WET) Mae SLIGHTLY MOTTLED GRAY CLAYEY SILT AND SILT (MEDIUM STIFF, WET) GRAY FINE SANDY SILT AND SILTY FINE SAND (SOFT, LOOSE, WET) GRAY SILT WITH ORGANIC MATTER (SOFT; WET) BLACK .FINE TO MEDIUM SAND. (MEDIUM DENSE TO DENSE, WET) BORING COMPLETED AT 34 FEET ON 3/11/88 Note: See Figure A -2 for Explanation of Symbols 4a" GeoEngineers Incorporated AMMO LOG OF BORING FIGURE A -7 DEPTH BELOW GROUP SOIL GROUND SURFACE CLASSIFICATION (FEET) SYMBOL LOG OF TEST PIT DESCRIPTION TEST PIT 1 APPROXIMATE ELEVATION: 21 .0 FEET. 0 - 2.8 SM BROWN SILTY FINE SAND WITH LENSES OF SILT (LOOSE, MOIST) 2.8 - 5.5 ML BROWN SILT WITH FINE SAND (SOFT, MOIST) 5.5 - 10.5 ML MOTTLED REDDISH -BROWN SILT AND SILT WITH A TRACE OF CLAY (SOFT TO MEDIUM STIFF, MOIST TO WET) TEST PIT COMPLETED AT 10.5 FEET ON 3 /10 /8B GROUND WATER SEEPAGE OBSERVED AT 10.0 FEET BAG SAMPLES OBTAINED AT 1.0, 3.5 AND 7.5 FEET 0 - 0.3 0.3 - 2.8 2.8 - 5.7 5.7 - 10.5 TEST PIT 2 APPROXIMATE ELEVATION: 22.0 FEET ML DARK BROWN SANDY SILT WITH ROOTS (SOFT, MOIST) (TOPSOIL) BROWN INTERBEDDED FINE SANDY SILT AND FINE SAND (MEDIUM STIFF, LOOSE, MOIST) ML SLIGHTLY MOTTLED BROWN FINE SANDY SILT (SOFT TO MEDIUM STIFF, MOIST) M1. SLIGHTLY MOTTLED BROWN SILT WITH A TRACE OF FINE SAND AND ORGANIC MATTER (SOFT, MOIST TO WET) TEST PIT COMPLETED AT 10.5 FEET ON 3/10/88 • NO GROUND WATER SEEPAGE OBSERVED BAG SAMPLES OB'T'AINED AT 1.0, 3.5 AND 7.0 FEET ML/SP TEST PIT 3 APPROXIMATE ELEVATION: 22 FEET 0 - 0.3 111.. DARK BROWN FINE SANDY SILO WITH ROO'T'S (MEDIUM STIFF, MOIST) (TOPSOIL) 0.3 - 6.0 ML /SP BROWN FINE SANDY SILT WITH LENSES OF FINE SAND (MEDIUM STIFF, LOOSE, MOIST) 6.0 - 6.5 SP REDDISH -BROWN FINE SAND WITH A TRACK OF SILT (MEDIUM DENSE, MOIST) 6.5 - 9.0 M1. SLIGHTLY MOTTLED BROWN SILL' WITH A TRACE OF FINE SAND AND ORGANIC MATTER (SOFT, MOIST TO WET) 9.0.- 10.0 ML BLUISH -GRAY SILT WITH WOOD (SOFT, WET) TEST PIT COMPLETED AT 10.0 FEET ON 3/10/88 GROUND WATER SEEPAGE OBSERVED AT 9.0 FEET BAG SAMPLE OBTAINED AT 9.0 FEET THE DEPTHS ON THE TEST PIT LOOS, ALTHOUGH SHOWN TO 0.1 FEET, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FEET. to GeoEnglneers Incorporated LOG OF TEST PIT FIGURE A -8 LOG OF TEST PIT DEPTH BELOW GROUP SOIL GROUND SURFACE CLASSIFICATION (FEET) SYMBOL DESCRIPTION TEST PIT 4 APPROXIMATE I1,EVATION: 22.5 FEET 0 - 0.5! GP CRUSHED ROCK 0.5 - 4.0 ML /SP INTERBEDDED BROWN FINE SANDY SILO AND FINE SAND WITH A TRACE OF ORGANIC MATTER (MEDIUM STIFF, LOOSE, MOIST) 4.0 - 6.0 ML /SM BROWN FINE, SANDY SILT AND SILLY FINE SAND (SOFT TO MEDIUM STIFF, LOOSE, MOIST) 6.0 - 10.5; ML SLIGHTLY MOTTLED BROWN SILT WITH FINE SAND (SOFT, MOIST TO WET) WET BELOW APPROXIMATELY 8.0 TO 9.0 FEET TEST PIT COMPLETED AT 10.5 FEET ON 3/10/88 NO GROUND WATER SEEPAGE OBSERVED BAG SAMPLES OBTAINED AT 2.0 AND 4.0 FEET •, 0 - 0.5. O.5 - 1..5; 1.5 - 7.0, 7:0 - 11.0 TEST PIT 5 APPROXIMATE ELEVATION: 23.0 FEET ML: DARK BROWN SILT WITH FINE ROOTS (SOFT, MOIST) (TOPSOI [.,) ML BROWN SILT .WITEI'FINE. SAND AND OCCASIONAL ROOTS (MEDIUM STIFF, MOIST) INTERBEDDED BROWN FINE SANDY SILT AND FINE SAND. .(ME:DIIIM STIFF, MEDIUM DENSE,' MOIST) 'SLIGHTLY MOTTLED BROWN SILT WITH FINE SAND (SOFT, MI, /SP • MOIST TO WET). WET AT 9.0 FEET ::TEST PIT COMPLETED, AT 1 1 . 0 FEET ON 3/10/8B NO GROUND WATER. SEEPAGE OBSERVED OeoEngIneers Incorporated LOG OF TEST PIT FIGURE A -9 NLT:KKT PRESSURE (LBS /FT2 x 103) .1 .2 .3 .4 .5 1 2 3 4 5 10 20 30 40 50 CONSOLIDATION (INCHES /INCH) N N N N F-. N f--+ f-. 1-+ O O O O Q1 -P. N O CO QT -' N O 00 en N t I T 1 I - 7 - 1 1 I T 1 I t I I I I 1 1 r t 1 1 I 1 1 ' .....,„. I I I 1 I 1 r� r r I I t I I t I \ \ 1 1 I 1 I I I I I 1 \ ► I I I ....... '.., t 1 I I 1 1 I 1 I 1 1 4 .N..... 4...... I"t•..... I I t I I 1 1 -•.. 1 _._ J 1I 1 1 I I I I 1 I 1 1 r I 1 1 I 1 I 1 1 1 1 1 1 1 I I I I 1 I I I 1 ' KEY BORING NUMBER SAMPLE DEPTH (FT) SOIL CLASSIFICATION MOISTURE CONTENT DRY DENSITY (LBS /FT3) 2 8 23 BROWN- ORANGE FINE SANDY SILT WITH A TRACE OF ORGANIC MATTER GRAY SILT WITH ORGANIC MATTER (ML) 46% (ML) 79% 73 48 --- -"-' 3 GooE �'M•� Incorporated CONSOLIDATION TEST RESULTS FIGURE A -10 *SUMMARY OF DIRECT SHEAR TEST DATA Peak Sample Moisture Dry Normal Shear Boring Depth Sample Content. Density Pressure Strength Number (Feet) Description (%) (PCF) (PSF) (PSF) 1 28 Black fine to medium sand 26 101 1600 1700 with a trace of silt (SP) 1 38 Gray fine to medium sand 23 104 2800 1900 and silty sand (SP /SM) 33 Black fine to medium sand 11 104 2100. 1600 (SP) 2 43 Black fine to medium sand 24 103 3500 2600 (SP) 3 33 Black fine to medium sand 27 95 2400 2100 (SP) *All tests performed on submerged samples at a strain rate of 0.05 in /min. OeoEnglnoers Incorporated DIRECT SHEAR TEST RESULTS FIGURE A -11 bUILUI1 i rtHrnu I (POST WITH INSPE...ION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: FEES DESCRIPTION AMOUNT RCM' N DATE BUILDING PERMIT FEE 10 MAO 6.975,00 j5 '' A67 02-Q-90 ).0 -03 -89 PLAN CHECK FEE BUILDING SURCHARGE 4.50 PHONE 29$ -345 -3561 a -a -qQ ENERGY SURCHARGE OCC. LOAD OTHER: OCC. LOAD SQUARE FEET OCC. LOAD TOTAL • ._ 17,711.50 lst 15.825 PLAN CHECK #89 -299 I- •'.'ESS 7200 S 156 St PROJECT INFORMATIOr SUI # ALUE O • r• Q S UC# z4Z.1 4Q0 '2 i'- 957 -I' PROJECT NAME/TENANT Ham ton Inn S•- A • 3 -� 'OM Is TYPE OF 17 New Building • Addition ■ Tenant Improvement (commercial) • Demolition (building) • Grading/Fill WORK: 0 Rack Storage ❑ Reroof ❑ Remodel (residential)_ 0 Other: DESCRIBE WORK TO BE DONE: New construction of 155 room 4 -story hotel. PROPERTY OWNER Tukwila Asso is -s Li i -d Partiershi. PHONE 208- 343 -3439 ADDRESS 380 East Parkcenter Boulevard. Suite 310. Boise, ID ZIP83706 CONTRACTOR Northwest Nos•itatit Grou, PHONE 208 -343 -3439 ADDRESS East Parkcenter Boulevard, Suite 310, Boise ID ZIP83706 WA. ST. CONTRACTOR'S LICENSE # NORTHHG115P5 EXP. DATE 10 -02 -90 ARCHITECT Neal Kolbo. Architect PHONE 29$ -345 -3561 ADDRESS 1197 Main Street Boise ID ZIP83702 JSE Hotel /R -1 W CODE. COMPLIANCE UTILITY PERMITS REQUIRED?�yes QNo (through public War ta) !ONING: 1 BAR /LAND USE CONDITIONSQYes QNo COMPANY: Na cze_ et, s7 I1i,spr7_ LOOR SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET . TOTAL OCC. LOAD lst 15.825 79 15,825 79 2nd 15,615 78 15,615 78 3rd 15,615 18 15,615 78 4th 15,615 Z$ 15,615 78 'OTAL 62,670 313 _ _ 62,670 _ 313 rYPE OF CONSTRUCTION:1 I FR UBC EDITION (year)88 SETBACKS: N __ E - W IRE PROTECTION: ®Sprinklers Detectors Q N/A UTILITY PERMITS REQUIRED?�yes QNo (through public War ta) !ONING: 1 BAR /LAND USE CONDITIONSQYes QNo COMPANY: Na cze_ et, s7 I1i,spr7_ ONDITIONS (other than those noted on or attached to •erms/.Ians): PNHOVED FOR , 1 - ■ ;SUANCE BY: ' ' to A BUILDING OFFICIAL know the same whether specified the provisions to sign DATE: ,) ;?- 2- K,) to be true and correct. All provisions herein or not. The granting of of any other state or local laws for and obtain this building permit. I hereby certify that 1 have read a examined this permit and of law and ordinances governing this work will be complied with, this permit does not presume to give authority to violate or cancel regulating construction or the pertorance or work. 1 am authorized IGNATURE: / - - DATE: 2 A. VD RINT NAME: ze{dusr a s I7 ll.S'l32 atuf COMPANY: Na cze_ et, s7 I1i,spr7_ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last Inspection. ERTIFICATE OF CCUPANCY NO. DATE ISSUED: Y7i T Oar • ti KEYNOTES ■ ■ ADVAKEITVRAINAGE SYSTEMS IADS 1 t2"(AASHTe M29') STORM DRAIN FIVE. �. GATOi•BAS!N, W$ DOT I, PER STANDARD PLAN 3-1. CATCH hASIk WSO OT TYPE 11,•48" DIA. PER STANDARD PLAN B-1 E. JOINTS BETWEEN CATCH.: BASIN SECTIONS SHALL BE WATERTIGHT USE 'NON - p .' SHRINK GROUP OR APPROVED EQUAL. 12" PAD OF QUARRY SPALLS, PER WSf)OT SPEC. 9 -13.6 - SLOPE TO DRAIN TO EAST, AT 2%. 3. CATCH BASIN, WSDOT TYPE I I 540 DIA., AS SHOWN, PER STANDARD PLAN 01-E, USE R! Si COVER. N.�.: PUMP STATION, SEE DETAIL 3/C -3. PROVIDE ALUMINUM LOCKING MANHOLE COVER, FLYGT CORP. TYPE "C" QR APPROVED EQUAL 30I `ITS BETWEEN MANHOLE/PUMP STATION SECTIONS SHALL BE WATERTIGHT, USE NON- INK GROUT OR APPROVED EQUAL. 7'. ifs END OF 12" PIPE AT TERMINATION AT MANI -TOLE. USE NON- SHRINK WATERTIGHT GROUT. 480 .O1iAMETER DETENTtOI4 TAMS. , USE CC ARIGATED ALUMINUM PIPE OR GALY. R`.icATED STEEL PIPE WITH ASP -HALT COATING (TREATMENT #1 OR III), IN ACCORDANCE W1 I.1 WSaOT - 9-0.54 'COtsISTRUCT TALK { AT. ` SLOPE. TI- DETENTION TANK MD RISERS SHALL FE ` M •ACT RE AND ASSEMBLED.TO BE WATER-- nciir. MANUFACTURING ' OF DIE TANK St.IALL INCILUDE TIE, INSTALLATION OF . RUBBER BEADS IN LOO C NG SEAM OF TI-E TANK. FIEW -JOINTS SHALL BE MADE USING 2° _. WIDE STEUJALUMIIsIUM COUPLING ANDS AND 3/8* RUBBER GASKETS, 36" DIAMETER AC SEE DETAIL. 7/C-3. I PUMP - INSTALL WHERE ILIN aOF SIGHT TO PUMP STATION °s AVM 1 1 .. INSTALL 011-,P t1LUTION CONTRillk .DEVICE. SEE DETAIL 10 /C=3. 12.' ZINC • A (ALVANIZED) STS DRAIN 1 ." 03. :O (.4 CK V -, FLVO POMP* . ripe OR APPROVED EQUAL. VALVE SIZE E E , A . • DI ,(;E PI ' GENERAL NOTES i. COMPACT BAO(FILL & PIPE BEDDING TO 95% MAX. DENSITY. 2. AT TIC 5O% COMPLETION OF TI-E PAVING FOR PARKING AREA, PUMP STATION SHALL. BE OPERATIONAL. 3 . CLEAI�I OUT ALL CATCH BASINS PRIOR TO USE. INFORMATION ONLY: I. THE PUMP 5 r tION & HATCH AS SPECIFIED IS OVERSIZED TO ACCOMODATE A LARGER PUMP IN 1171,E. FUTURE. FUTURE PUMP: FLYGT CP -3152 IMPELLER 624 3 DIA. 1299 GPM. 17' W.AD . C0fz1.*Hep, L- ,ASPHALT P4VrIEMENT SECTION O.N1,1PRET PiAVEMENT ' N SECTIO �1... -..i ��: 1 •cam / .' ‘,6\'469 • I 1 21.42 "21.7'2. .° OYMESOL. LEGENIO OF C.LJ G 'f I V�i�'�l,,..ft f IN. 51...6.\ //A% rI 6.1e ^i75 eat r WITH PI REC.7 -1 C N5\ / I✓ 11,JI I--i G r)5 aKK 15irr I Ne CIR.A\5 C. c„,t Tc J Ta S.5 11F15i::). 1~ ke>1 T11 i_ INS. tS` I%-1C TAE . I R 730- VNIFo Ni , CON TCA°1i�� N rr 1 E;)1CA71"e 1 • •2a. R. -at. - �I {EMI 1 (I • -/ 22.17 $ emu/ alz 21,. GO `31. - : 2.610 2 21,010 I�eo'ter, •.r. I . 1.S ,2% 0, •* Ifs' 1•E, 2.% VOUT LE. 141. "j'-a,." J-r ® �~ epice.ADE p I1'r! T1:a \\.:27 Al .F�j, v+ AA.h10.C1h_C•CR1•bM �yy.1�1.NIKtiNfrb,•,I�tlnp•.gyp 2;0. *0 2� _` .MAY... .o... ..... M.... M..a� w all....111:•• Mo. 41•••■• lez311..C.1.17.141r4.........""f:t..dr •••• Nim •••••• ALT o U M T I ON GIFIAOING, DRAINAGE S SITE UTILITIES PLAN *CA:b\i,e 1.11.:. 243 L p':_, S, 156TH STREET I I I ` l � l l l � l � l l l J l � l l l ' 1 ' I I I � I I I � I I I I I I t � t itI 1 1 1 1 1 1 + 1 1 1 s 1 ( i 1 1 1 1 j 1 1 �t t . (I I 1 111 III 1 2 3 4 5 6 0 18 TMs 1M444 ,y r 12. e2.2.. I. I ,• 10.1,1 IN I. a.1 c'81 T I. E, 10.2, air-"T, Nr'ic,N - 1 =rte &A :.P CN. L.IMF' i�l ;--t . • CITY OF TUKWILA APPROVED FE 1990 B ILO G DIVISION rtt NOTE: If the t.icrofilmed document is less clear notice, it is due to the *y g' nt. quali., of the agri .cnal docuate s� tiz eZ EZ tjz OZ 6l eL LI 9Il 91. bl el Zl a OL 6 e L 9 S 47 e z t r:w 0 111111111111111111:if., . ► 1rilll!! i !1ii11111111l1111111111111I1III 11Th! lilllfi111illlllli(I l{ Illlilll1ll llil!II'Ili{IIII11lli1!; 11111111 llifillllll!l1111l,li1111111111 I i I!° :: I' I i i I >rc , ;� r w�,•:. - �r ..,..� l,Il ll . �IIIIII {Inlll����Inilnlillll�Lillll,I Ilnfllllllilll�llllllllliillllllll •,�i,�''�ix ,. ^C'�^k.rl2!:Y``•w'.. \"�1• , }�t� �`F; ,,;J, c ;�S,aF,, ^,... �:.•��#r �"G ;. '*�i r: rM_ *' %..;7'� ,�'^,r +h •r ,r,.n+� M� '.� ^. ,., r ° / Y , „•!j'��.r- :., ,-t' '�,:ds' .�'7 . s .r.•r. .N x, k :.♦ w' - v7,�-r ._ ;. ?':`T�::Y ,�!Pr4 ;-i..ti : r.. !�., ^kr -, . F r-: _�,,��^? 4 ,y{•,9 1„ ..t. k I ✓�. �.. a..� 7 ,_,�i /.. .� t ..� � � +^'J�t 5 ..',',.1- S 2q�� �': f ,e"� r- :'i� �..'�'b. x:'i> .�..� y' .•i y.0 * ti. , • 4 • I", r ,," • t," • . • •: • „ ‘1. 1 ...".4i*. ' •,...1...,,, '-, - 1.;,. icluarmosomeesseurommirromart, ABBREVIATIONS Et. AND Z. ANGLE kT cE. CENTERLINE 0 DIAMETER OR ROUND tt. • PLATE 1/ • POUND OR NUMBER EQ. EXH. EXIST. EXP. EXT. SYMBOLS LEBEINID ELECTRICAL PANEL. BOARD EQUAL EXHAUST EXISTING - EXPANSION EXTERIOR • A.B. ANCHOR BOLT • ACOUS. ACOUSTICAL A.D. AREA DRAIN ADJ. ADJUSTABLE AFS AUTOMATIC FIRE SPRINKLER ALUM. ALUMINUM ANOD. ANODIZED APPROX. • APPROXIMATELY ASB. ASBESTOS ASPH. • ASPHALT AVE. AVENUE BD. BLDG. BLVD. 130T. BSMT, B.U. BOARD • BUILDING BOULEVARD BOTTOM BASEMENT BUILT UP CAB. CABINET CEM. CEMENT • CLG. CEILING C.O. CLEAN OUT COL. COLUMN CONC. CONCRETE CONSTR., CONSTRUCTION CONT. CONTINUOUS CORR. CORRIDOR CSK. COUNTERSUNK DBL. DEPT. DET. D.E. DIA. -.- DIM. • DN. DRWG. DOUBLE DEPARTMEt IT DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DRAWING F.D. FLOOR DRAIN- • F.E.C. -FIRE EXTINGUISHER CABINET FIN. FINISHED FL. FLOOR F.O. FINISHED OPENING F.O.C. FACE OF CONCRETE F.O.F. ' FACE OF FINISH F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD FOUND. FOUNDATION FT. FOOT OR FEET GA. GAUGE GALV. GALVANIZED G.B. GRAB BAR GYP. GYPSUM H.B. H.C. HDWD. H.M. HDWR. HORIZ. HR. HT. I.D. INSUL. INT. INV. JAN. JT. HOSE BIBB HOLLOW CORE HARDWOOD HARDWARE HOLLOW METAL. HORIZONTAL HOUR • HEIGHT INSIDE DIAMETER INSULATION INTERIOR ' INVERT JANITOR JOINT KIT. KITCHEN E.A. EACH ELEC. ELECTRICAL ELEV. ELEVATION LAB. LAM. LAV. LABRATORY LAMINATE LAVATORY MAT. MATERIAL MAX. MAXIMUM M.B. MACHINE BOLT M.C. MEDICINE CABINET MECH. • MECHANICAL MET. METAL MFR. MANUFACTURE MIN. MINIMUM MISC. MISCELLANEOUS M.O. MASONRY OPENING N.1.C. NOT IN CONTRACT NO. • NUMBER NOM. NOMINAL N.T.S. NOT TC SCALE OBSC. O.C. O.D. OFF. OPP, OBSCURE ON CENTER OUTSIDE DIAMETER OFFICE OPPOSITE P.A. PUBLIC ADDRESS PL. PLATE PLAS. PLASTIC PLYWD. PLYWOOD PR. PAIR T &G TONGUE AND GROOVE T.O.C. • TOP OF CURB T.O.P. TOP OF PAVEMENT T.O.S. TOP OF STEEL T.O.W. • TOP OF WALL T.V. TELEVISION TYP. TYPICAL ROJECT DATA (2 FINISHED GRADE . - BRICK OR STONE VENEER U.O.N. UNLESS OTHERWISE NOTED UR. URINAL R. RADIUS R.D. ROOF DRAIN REC. RECESSED REFRIG. REFRIGERATOR REINF. REINFORCING REQ. REQUIRED RM. ROOM R-0. ROUGH OPENING • R.W.L. RAIN WATER LEADER S.C. SI-1. SHT. SHTHG. SHWR. SIM. S.M. S.M.S. SPEC. S.S. STOR. STRUCT. SQ. SUSP. SYM. SOLID CORE SHELVES SHEET SHEATHING SHOWER SIMILAR SHEET METAL. • SHEET METAL SCREWS SPECIFICATIONS . STAINLESS STEEL STORAGE STRUCTURAL SQUARE SUSPENDED SYMMETRICAL V.A.T. VER T. VEST. W/ W.C. WD. IN/0 WP. WR. WT. W.W.F. VINYL ASBESTOS TILE VERTICAL VESTIBULE WITH WATER CLOSET WOOD WITHOUT WATERPROOF WATER RESISTANT WEIGHT WELDED WIRE FABRIC EXISTING GRADE ()--- . COLUMNGRID LINT i DETAIL NUMBER SHEET NUMBER POURED-IN-PLACE:OR PRECAST CONCRETE PROJECT DATA - BUILDING CODE REVIEW A. GSNIERAL BUILDING DESCRIPTION: Hotel; four stories; concrete "tunnel" formed roof, floor and interior well structure; exterior finish system over metal stud exterior walls; metal mansard; single-ply roofing; thru-wall HVAC units. B. HOTEL DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES AND ORDINANCES: 1. Uniform building code 2. Uniform fire code 3. Uniform me• Weal code 4. National fire protection assoc. 5. Uniform plumbing code 6. Washington dote energy code 7. Washington state regulations for barrier free facilities C. SEISMIC ZONE: 3 0. OCCUPANCY GROUP: HOTEL R, DIVISION 1 CONSTRUCTION TYPE: HOTEL TYPE: II F.R. Project shall be fully fire sprinklered per NFPA 13 requirements. E. ACTUAL BUILDING AREA 1st floor 2nd floor 3n:1 floor 4th floor total SOUND WALL ' SMOKE PARTITION E.: V.VAL.L. asgriTI ON TYPS SHEET NUMBER INTERIOR ELEVATIONS (Letter) CROSS SECTION (Letter) SHEET NUMBER DOOR MARK (Letter) WINDOW TYPE (Letter) --LOUVER TYPE (Letter) ROOM IDENTIFICATION (Number) EQUIPMENT TYPE (Number) WORK POINi, CONTROL POINT, OR DATUM POINT of- SOIL BORING MATCH LINE (Stioded portion indicaies side considered.) METAL FRAME PARTITION I • WOOD STUD PARTITION 1988 mlition /988 edition 1988 edition 1989 edition 1988 edition 1988 edition 1989 edition 151l825 sq.ft. (27 guest roorns) 15,615 sq.ft. (43 guest rooms) 15,615 sq.ft. (43 guest rooms) 15,615 seat. (42 est rooms) 152,00 sq.ft. 1S5 guest rooms F. ALLOWABLE BUILDNG AREA Hotel (R-1, Type 11 FR) 29,900 solt. allowed (UBC table 5C) 29.900 sq.ft. (100% increase for sprinkler system -UBC 506(c) ) 59,00 sa.ft.- subtotal 59,800 sq.ft. (100% increase for separation oll sides LiEr 506.3) 109,600 sq.ft. sub.toto I 109,600 sq.ft. (100% increase for mufti-story building, sprinkled - UBC SOS (b) ) 239,2oo sq.ft.- total allowed 119,600 scat (toto I allowed per any one floor UBC 505 (b) ) G. LOCATION ON PROPERTY: Min. 40 ft. separation, all sides. H. ALLOWABLE BUILDING FEIGHT: 12 stories/I60 ft. (UBC, table 5-D). I ACTUAL BUILDING HEIGHT: 4 stories/44 ft. J. FIRE RESISTIVE REQUIREMENTS: I. Exterior man-bearing walls and openings unprotected (UBC 1903 (a) exception 1). 2. Exterior bearing walls: 2 hr. (UBC 1903 (a) exception 2). 3. Interior non-bearing walls: I hr. (UBC, table 17-A). 4. Shafts, stairs, and elevator enclosures: 2 hr. (UBC, table I7-A). 5. Structural frame: 2 hr. (UBC, table I7-A). 6. Floors: 2 hr., (UBC, table 17-A). 7. Roof: 1 hr. (UBC, table 17-A). HANDICAPPED REQUIREMENTS: DRAWINGS DEVELOPED TO BE IN 'COMPLIANCE* winmmeuarrntrFActurr_s REGULA11ONS FOR t-4kNP1CAPPED PERSONS AS ' REQUIRED BY THE STATE OF WASHINGTON BUILDING CODE WAC 51-10 CONSULTANTS GEDTECHNICAL GEOENGINEERS INC, '4405:140th. AVE., SUITE 1()S BELLEVUE, WASHINGTON 980,00't (208048-0200 • CIVIL STRUCTURAL MECHANIC AL ELECTRICAL LANDSCAPE 'CENTRAC ENGINEERS :01-8804 NORTH' CREEK PARKWAY . BOTHELL, WASHINGTON, .8-801,V, f208)488,8800, :ATWOOD HINZMAN JONES 110AIOUTH -COLE-ROAD, - 430ISE, IDAHO 83709- - (208) 323O1-9a ;MUSGROVE ENGINEERING 4.019 EMERALD STET $1.1JTE ISOISE, IDAHO 83708, (2 0 )3 4.-05 8 5 EIDAM & ASSOCIATES 7,815 PARK BLVD.,- . BOISE, IDAHO 03708 (208)345-7127. HAL BEIGHLEY & ASSOCIATES /12840 N.W. CORNELL ROO POFJTLAND, OREGON 97229 503) 643-4796 LOCATION! MAO - BLOCK WALL / • J l. CITY OP TUKWILA ZON1NO ' ilEttnfitioaw-„ 1171:". ; C-1 EXISTING SITE CONDITION'S, DEMOLITION & EROSION CONTROL PLAN C-2 GRADINGs DRAINAGE & SITE UTILITIES PLAN MISCELLANEOUS CIVIL DETAILS C-1,1 COalspl06 f.t2 Of 6licas - 4- C.- 'L-1 LANDSCAPE PLAN AND SPECIFICATIONS L-2 SITE IRRIGATION PLAN AND DETAILS A2.0 GROUND LEVa. FLOOR FLAN A2.I SECOND LEVEL FLOOR PLAN • A2,2 THIRD LEVEL FLOOR PLAN A2.3 FOURTH LEVEL FLOOR PLAN A2.4 ROOF PLAN & DETAILS 14+120 ..04s. 114I . 1 ••••• .11 A3.0 ENLARGED PARTIAL FLOOR PLANS A3.I ENLARGED PARTIAL FLOOR PLANS A3.2 INTERIOR ROOM & MILLWORK ELEVATIONS A3.3 INTERIOR MILLWORK ELEVATIONS A4.0 CTED CEILING PLAN - GROUND FLOOR A4.I REFLECTED CEILING PLAN - 2M) & 3RD FLOORS A4.2 REFLECTED OILING PLAN - 4TH FLOOR A5.0 WEST & SOUTH EXTERIOR ELEVATIONS A5.1 EAST & NORTH EXTERIOR ELEVATIONS A6.0 BUILDING SECTIONS A6.1 CONSTRUCTION DETAILS A7.0 INTERIOR DETAILS AELO INTERIOR & EXTERIOR DETAILS A9.0 DOOR & WINDOW SCHEDULES A9.1 DOOR & WINDOW DETAILS 51.0 GROUND LEVEL PLAN & DETAILS $L1 SECOND THRU FOURTH LEVEL PLAN & DETAILS "i 51.2 ROOF PLAN & DETAILS' S1.3 STRUCTURAL DETAILS 51.4 STRUCTURAL NOTES & SCHEDULES MI.0 MECHANICAL SITE PLAN M2,0 GROUND LEVEL PLUMBING PLAN • M2. I SECOND LEVEL PLUMBING PLAN fTHIRD FLOOR SIMILAR) M2.2 FOURTH LEVEL PLUMBING PLAN M3.0 RISER DIAGRAMS M4.0 GROUND LEVEL HVAC PLAN M4.I SECOND LEVEL HVAC PLAN M4.2 FOURTH LEVEL HVAC PLAN M5.0 FIXTURE SO-IEDULES, RISER & ENLARGED PARTIAL PLANS E1.0 ELECTRICAL SITE PLAN E2.0 GROUND LEVEL ELECTRICAL PLAN E2.1 SECOND THRU FOURTH LEVEL ELECTRICAL PLAN E2.4 ROOF PLAN - ELECTRICAL E2.5 ENLARGED PARTIAL PLANS E3.0 FIXTURE SCHEDULES, ONE-LINE DIAGRAM E3. PANEL sa-Eputss E3.2• TELEVISION, TELEPHONE & FIRE ALARM RISER DIAGRAMS . , . • ••• • • I 1. • if, 11111-,%•-* - torf .., • ' ; AA.; ro*,:ri fit w 4,,,,,;;;a:,1.ki, kll, r "II dii, 41% Ir,t, • 11 .1 • r , , IsAlaidue Allem AithillikeL.11;17....1.1%;;:k111.1Lia • .400.404.y • • I understand that the Nan Check approvals are subject to errors and omissions and approval tol plans does not efutherIrs the vloiatIon of any adopted code or ordinance. Receipt of contractor's copy 01 Plum ackn9wQed. j. ••••■•■•11 Nn•Ir4,••• :1 1\2-12cA \R10* L \• rr's4 •111 1.7-111•A AGRICULTURAL fl F Li 0 LJ ctn. F42.- 81.0•03 CENTER C-M IskluSTra AL PAN (4440 SINGLE F414.1 reCOMAIL •4.ce wz.tE F74.41..Y ;ecEsmat. 1,142 Stal FA.' 4TIAL, T▪ w3 Pamir IIESCENTai. rl E AND WI ;WAY Rat'INTIAL LO• N 4•••ThENTS ONisl PESCENCE l4 DEP.STY • .•011,11 LOIT MUST Rif RESTRICTED ZONING tX ; , i`•=l V I • .LIA/TEtt I Ns\ II I ;5, M2 / 1 iF ALVO' GENIERAL NOTES TO CONSTRUCTION' OOCUIVIENTS 1. THE GENERAL CODE & FIRE RESISTANCE DESIGN INFORMATION COVERED APPLIES TO THE COMPLETE PROJECT. THE FIRE RESISTANCE DESIGNS WILL BE INDICATED WM-1 EACH DETAIL AND ARE CONTINUOUS AT ALL FLOOR AND WALL OPENINGS TD MAINTAIN REQUIRED FIRE PROTECTION. THE REQUIREMENTS AS NOTED ME BASE) ON INSURANCE FIRE PROTECTION, REQUIREMENTS, AS WELL AS THE MOST RE.STRICTIVE BUILDING CODE' MINIMOMS. EACH DESIGN DISCIPLINE WLL NOTE THE MAJOR CODE TO EE FOLLOWED IN THE SUBSET OF THESE DOCUMENTS (STRUCTURAL, MECHANICAL, ELECTRICAL, ETC). ALL WORK PERFORME) SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION. 2. EACH DESIGN DISCIPLINE WILL BE DIE PRIMARY SOURCE FOR INFORMATION REGARDING 11-IAT SUBSET (ARCHITECTURE., STRUCTURAL, MECHANICAL, ELECTRICAL, ETC.). HOWEVER, IT WILL NOT EE THE ONLY SOURCE FOR COORDINATION OF DIMENSIONS, FIRE RESISTANTT DESIGN, DETAILING AND FINISHED APPEARANCE, TRIM MATURES. 11-E CONTRACTOR IS RESPONSIBLE FOR REVIEW OF RELATED OBIGN DOCUMBSITATION AS THEY AFFECT COORDINATION. 3. REFER 10 GENERAL NOTES TO EACH SERIES CONTAINED IN SET OF SERIES' (A2, A3, A4, ETC.) FOR PROPER USE OF EACH SERIES. . VERIFY BUILDING DIMENSIONS BEFORE ORDERING ANY MATERIAL OR .PROCEEDING. CONTRACTOR SHALL VERIFY EXISTING srm CONDITIONS, AND IS RESPONSIBLE FOR NEW CONSTUCTION ACCURACY, ALL PIPE WORK AND DUCTWORK TUBES THRU FLOOR SLABS AND WALLS' SHALL BE S.FEVED EXCEPT WERE SHAFTS OR OPENINGS ARE PROVIDED. VODS 'WITHIN SLEEVES SHALL EE FIRE STOPPED AS SPEC1AED. . MECHANICAL AND ELECTRICAL. TRADES SHALL BE RESPONSIBLE FOR PROPER SETTING OF SLEEVES AND .BOXES FOR THEIR RESPECTIVE VialK 7. BEFORE CONCRETE FLOORS OR WALLS ARE POURED. LOCATE SUSPENDED OEUNC HANGERS AND CHANNELS TO AV0101 CUTWORK AND PROVIDE PROPER SPACES FOR RECESSED LIGHT FIXTURESt4 DIFFUSERS, CONVECTORS, ETC. &EE REFLECTED, CE:1LING PLANS AND, ELECTRICAL AND MECHANICAL DRAWINGS • FOR L.00ATION. CEILING/ • MODULE SHOWN FOR FINISFIE:II SU ED CEILINGS OTHER THAN GYPSUM BOARD ARE SHOWN ON REFLECTED CEILING PLANS SHALL GOVERN.,THEI LOCATION OP LIGHT FIX-TURES, DIFFUSERS, EfC, • ; 84 INTERIOR PARTITIONS WAIL BE NOT LESS THAN OE-HOUR FIRE RESISTIVE coNsrRucilom • DO NOT SO.I.E DRAWINGS; tiet FIGURED DIMENSIONS ONLY.: tAJI404.s.1.4 ARCHITEMWITH ANY CONFLICTS FOR rttspLuTtoNt_ 10. REYIEW SPECFICATION FOR EACHI AREA OF yiceK WORE PROCESXNC,4", • • SIEVIIIVEDI • ecT •' • - A es 2.14","s'.."..e!..",,■ i 0 le THS INC" 2 • 3 iJlI 1IIl 11111111111111111111111111111 111111111111111111 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 11111111111111,11111111111111111111111111111 9 10 11 "Mtitief"Ag 12 1 " ,f •:- - KEYNOTEB 2. 3. 4. 154-06 SANITARY SEWER EASEMENT REC. NO. 8905040544. CLUSIVE ACCESS EASEMENT REC. NO. 8905040545. EXISTING; HOUSE FOUNDATION TO BE REMOVED AND HOLE WILLED, EXISTING STRUCTURE TO BE REMOVED, ALONG WIREL'ATEO FOUNDATION SYSTEMS. P FILL HOLES AFTER REMOVAL • 5. EXISTING STRUCTURE TO BE REMOVED BY O' S UNDER SEPARATE CONTRACT. 6, EXISTING CONCRETE LAB 1'O BE REMOVED ALONG WITH RELATED FOUNDATION SYSTEMS, INF'ILL FMS AFTER REMOVAL 7. EXISTING POOL TO EE REMOVED ALONG WITH ANY RELATED PIPING, ETC. INFILE. HOLE AFTER REMOVAL 0. EXISTING BOLLARD TO I REMOVED ALONG WITH FOOTING. ! NFILL HOLE AFTER REMOVAL 9. EDGE OF EXISTING PAVEMENT TO EIE REMOVED. 10. EXISTING SANITARY MANHOLE TO REMAIN. 11. EXISTING FENCE CE ANND RELATED FOOTINGS, GATES, ETC. TO OE REMOVED. INFILI. HOLES AFTER REMOVAL STOCK PILE CHAN LINK FABRIC IN ROLLS AT LOCATION ON SITE INDICATED BY OWNER° 12. EXISTING FENCE TO EE REMOVED BY OTHERS, UNDER SEPARATE CONTRACT. 13. EXISTING TREE. VERIFY WITH LANDSCAPE PLANS IF TO REMAIN OR TO BE REMOVED. 14. EXISTING 12" DIA. UNDERGROUND SANITARY SEWER LINE TO REMAIN. 15. E XIS[ING 8" DIA. UNDERGROUND SANITARY SEWER LINE TO BE ABANDONED. L\ 16. EXISTING FIRE HYDRANT TO REMAIN. 17. EDGE OF EXISTING PAVEMENT. 18. AREA FOR SEDIMENT TRAP. FIELD VERIFY LOCATION. GRADE INTERCEPTOR DIKE OR SWALE ALONG EASTERN PORTION OF SITE TO DIRECT FLOWS TO TRAP. NSTAN -E L. c'rIc WALE ca.N.elS A`7• 19. DISCONNECT & CAP ANY WATER & WASTE PIPING AT THE PROPERTY LINE. 20. THE °"GEO ENGINEERS" WLL, REMOVE THE EXISTING MONITOR WELLS INSTALLED IN TEE ENVIRONMENTAL SITE STUDY. EROSION CONTROL NOTES 1. CONTRACTOR TO PROVIDE 15' WIDE X 100' X 12" THICK ACCESS PAD OF 4-6 QUARRY SPALLS AT POINT OF ENTRY /EXIT FROM SITE. CONTRACTOR SHALL WASH WI-EELS OF VEHICLES EXITING SITE IF MUD IS NOT REMOVED BY ROCK PAD. 2. CONTRACTOR SHALL CONSTRUCT EROSION CONTROL SYSTEM PRIOR TO COMPLETION OF CLEARING AND GRADING. 3. CONTRACTOR SHALL CONSTRUCT 2' -6" SILT FENCE ALONG THE NORTH, SOUTH 'AND EAST PROPERTY LINES. USE PERMA-TEX 2100 SILT FENCE OR APPROVED EQUAL. SEE INSTALLATION DETAIL. 4. CONSTRUCT SETTLEMENT TRAP PER DETAIL, LOCATE AT NE CORNER OF SITE. 5. INSTALL FILTER FABRIC FENCES SURROUNDING ALL CATCH BASINS WHERE STRUCTURE IS EXPOSED TO RUNOFF FROM NATIVE GROUND, TO PREVENT SEDIMENT FROM ENTERING STRUCTURE. CLEAN -OUT ALL STRUCTURES FOLLOWING INSTALLATION OF PAVEMENT. 6. WI-ERE STRIPPED AREAS ARE TO EXPOSED TO WET WEATHER FOR A PERIOD CF GREATER THAN 30 DAYS,, WHERE HEAVY WEAR BY CONSTRUCTION TRAFFIC 1S NOT ANTICIPATED, CONTRACTOR SHALL FERTILIZE, HYDROSEED AND MULCH THESE AREAS. APPLY -ERTILIZER PER MANUFACTURES RECOMMENDATIONS-APPLY HYDROSEED MIXTURE AT 120 Lt35 /ACRE. NAME REDT011(AGROSTIS ALBA) ANNUAL .Y (LOL.!UM MULTIFLORUM) CRE N NG U (FESTUCA RUBRA COMMUTATA) K W., AD W ar WRITE DUTCH CLOVER , (TRIFOLIUM REPENS) der HYDROSEED MIX PROPORTIONS BY WEIGHT 10% 10% 40% 40% PERCENT PURITY PERCENT GETIM INATION 90 98 90 97 80 96 90 1T. 9. WI-ERE AREAS THAT ARE SEEDED BETWEEN NOV. 1 TO MARCH 3I ST, CLEAR PLASTIC COVERING SHALL BE INSTALLED MEETING WSDOT REQUIREMENT 9- 14.5. INSTALL 10' X 10' ROPE ANCHOR GRID, WITH 12" OVERLAP AT SEAMS. TOE -IN PLASTIC COVERING AT TOP OF SLOPES. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY OWNERS, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION IN THE FUTURE, MUST CEASE AND THE OWNER /CONTRACTOR WILL IMMEDIATELY COMMENCE RESTORATION METHODS. RESTORATION ACTIVITY WILL CONTINUE UNTIL SUCH TIME AS THE AFFECTED PROPERTY OWNER 15 SATISIFJED. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL • MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES NECESSARY TO PROTECT ADJACENT PROPERTIES, SE1ISITIVE AREAS, NATURAL WATER COURSES AND /OR STORM DRAINAGE SYSTEMS. I! Filter Feb* Material 60' wide onto. Use staples or wire rings to attakti fabric to woe zr by 2 by 1 a f a. Mire Fabric at equiv. ws =r. 6' Max. 2" by 4° wood pMSts, standard at boater or ecptel allerna*: S1, ' Ace poets LT FENCE DETAIL ..M...,. Fitter Fabric Malarial 2° by 2' by t4 cis. Wire Fabrc or equiv. Prov,+.is 3/4• - f.6" washed gravel backlit to trench *rod on bolt rrlros M tamer Woo fabric on des surface 2' by 4' wood post Aft: Steel fence pots 8" Min, • N..7139.142 • J14? 0/!3/ SITE RECAP OU T I. 'T, SITE CONTAINS 103,833 S.F. OR 2.385 ACRES. 2. EASEMENTS ON PROPERTY: A. AEC. NO. 337825 PIFELItNE RIGHT- OF-WAY OVER EXISTING WATER PIPES WITH PRIVILEGE OF GOING UPON THE I, AND FOR PURPOSE OF INSPECTING AND REPAIRING SAID PIPES (1905). LOCATION INDETERMINATE. INATE. B. REC. NO, 8905040544 SANITARY SEWER EASEMENT 15'-0" IN WIDTH. C. REC. NO. 8905040545 NON OCCLUSIVE ACCE S EASEMENT. 3. ELEVATION DATUM: N.G.S. BRASS DISK 5249 RESET 1984 ELEV. 18.73 IN N.W. CORNER OF N.W. FNDN. PAD, POWER TOWER SOUTH OF 1 405, EAST OF RAILROAD, NORTH OF LONGACP.ES PARKING LOT. 4. SITE BENCH: CHISELED SQUARE SOUTHE • " ORNER CONCRETE PAD ON WEST SIDE RENTON AUCTION, ELEV. 1' . 5. SITE BENCH: NORTH RIM MON. CASE AT INT. OF CENTERLINES NELSON PLA SOUTH 158TH STREET, E LEV. 17.63. SYMOOL LEGEND *er*ra - .. SMISSSMOMINS \\ SOLID LINE INDICATE EXISTING CONTOUR ELEVATION PROPERTY LINE EDGE OF EXISTING STRUCTURE, PAVEMENT, ETC. KEYNOTE. REFER TO DESCRIPTION OF ITEM ON LEFT HAND SIDE OF THIS SHEET. 1 f mire. VACATED NELSON PLACE NO GiaiQR SWALE 2 1 Ms Material compacted 2 min. 90% Standard Proctor 18" min. 1 ., 8' m. ID EMPORARY TERCEPTOR !DIKES/BERMS Le .. . I 0 It OA 41.11040 s . • i. r' 741 : cs�ssa oss row rr&a rdfraN i L"' a$eA7ri.,• 04.4 CROSS SECTION MO SCALE f osr- rti'a,, Dy.rl. r' I'; l qtr . ([�' ttirs!<4►rycl Filler fm's rtiminf k6fe; Met be weir: 4d 61 4Ldvat*en or t y boldoil a Germ ,.1' Se, /r ici't S%5r^.y� rt' semi/., sa9.ns 1' Doom of P - 4' aoce 1' L'c lr or• ;4111-t! :' mss* d f vtvi SEDiNEKi r TRAP OUTLET No SC/14.4 SEDIMENT TRAP S. 1 SETH STREET CUNT G Tr-.4_ CT1c7N1 fit' o-ri -ir) EXISTING G SITE•CQNE3ITIONS, DEMOLITION S. EROSION COIOITI lOL PLAN GPI.•L••1II3'0 0 - 5�.::ew..t'.S�PL.r3.w.15t::* iL�s'_�.`��.t',a �.a�" ��(r ..�"�..3'!'�7ffsti7'C�'XiY L'x`#�'Lv'�'v'�[.�' Tar' �. t�dC:.} aY�- �,w�a"+��}yJ'.Yaiex/tv`:].dGri 3k`.�4a>,.r- .1�!4:•- ,� ^:r_ •000s'Osssoo 011410 40.0 X__ _.... -A --- -_ _X --., '\ T (frCTUAL•\ t e.Z144 ^ I Ot'J 7:7 11111 111111111111111111111111111111 I1 �11111II11111II91111III � 1� I111N1l ���������1�1������i�1I1 Ili! 111111111 0 ,ems! cu 1 2 3 4 5 6 7 8 9 ,; 10 11 "MAN/ 12 NOTE: If the microfi :aed document is less clear than this notice, it is due to the quality of the original document. OE 6Z 134 LZ 9Z SZ 4iZ £Z :'..Z tZ 0? 6! OL LI 91 St ',I £t Zl It o( 6 Q L 9 Iititliil +litlt1111111111111111111111 1111111W HOW 1111�1111!!! i!;,! l�l�l�littii! �► �l�i! iilliJfiillllllllllllIillii !lliiillili�l!iliil!I1111 1111:1111 !Ill�lil!!lIIIII! r .. .: «�. :,i�' ♦..,..�w.,i s..._..F •',. '� -.�r. : :.-..... a, �.. , ., ,. .. .., -4'+r .. . � '✓ °�7.:1`. �:. . i.. ...- f:.'Y: _�.4.'"4` .. .. °.+47. �. .�r - _. S.':aa,.it'V'r. j✓:.'iG':_'.._.4..a:.. iv.. , .... JL',. ^,l'JSL_ ., it.1•!}i11�. rj .. .,...`5 . , }..er.....i .,•_ ..•�" �`7-;.r,. I 11ii 44 C TUK APPRTY GF OVED iIA i E�� c k 19• } \1 p. E31 0 G DI A SION - Y.eAfl'VTi�= ilMCl'{R ..4 Fe.; 71 1 * -..'ilui- ■••.. ' :.. •. .... '..!: • • APPLICATION RATES MULCH QUALITY `` Ali ' R DEPTH OF MATERIAL STANDARDS • SQ. FT. ACRE APPLICATION HAY OR AIR- DRIED; 75 -100 1.5 LIGHTLY STRAW FREE FROM UNDESIRE- LESS., 2-3 2.51. 90- COVER ENTIRE ABLE SEED BALES I 20 SURFACE & COARSE (APPROX. BALES (MIN. 2 ") MATERIAL . 2"THICK) 1T. 9. WI-ERE AREAS THAT ARE SEEDED BETWEEN NOV. 1 TO MARCH 3I ST, CLEAR PLASTIC COVERING SHALL BE INSTALLED MEETING WSDOT REQUIREMENT 9- 14.5. INSTALL 10' X 10' ROPE ANCHOR GRID, WITH 12" OVERLAP AT SEAMS. TOE -IN PLASTIC COVERING AT TOP OF SLOPES. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY OWNERS, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION IN THE FUTURE, MUST CEASE AND THE OWNER /CONTRACTOR WILL IMMEDIATELY COMMENCE RESTORATION METHODS. RESTORATION ACTIVITY WILL CONTINUE UNTIL SUCH TIME AS THE AFFECTED PROPERTY OWNER 15 SATISIFJED. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL • MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES NECESSARY TO PROTECT ADJACENT PROPERTIES, SE1ISITIVE AREAS, NATURAL WATER COURSES AND /OR STORM DRAINAGE SYSTEMS. I! Filter Feb* Material 60' wide onto. Use staples or wire rings to attakti fabric to woe zr by 2 by 1 a f a. Mire Fabric at equiv. ws =r. 6' Max. 2" by 4° wood pMSts, standard at boater or ecptel allerna*: S1, ' Ace poets LT FENCE DETAIL ..M...,. Fitter Fabric Malarial 2° by 2' by t4 cis. Wire Fabrc or equiv. Prov,+.is 3/4• - f.6" washed gravel backlit to trench *rod on bolt rrlros M tamer Woo fabric on des surface 2' by 4' wood post Aft: Steel fence pots 8" Min, • N..7139.142 • J14? 0/!3/ SITE RECAP OU T I. 'T, SITE CONTAINS 103,833 S.F. OR 2.385 ACRES. 2. EASEMENTS ON PROPERTY: A. AEC. NO. 337825 PIFELItNE RIGHT- OF-WAY OVER EXISTING WATER PIPES WITH PRIVILEGE OF GOING UPON THE I, AND FOR PURPOSE OF INSPECTING AND REPAIRING SAID PIPES (1905). LOCATION INDETERMINATE. INATE. B. REC. NO, 8905040544 SANITARY SEWER EASEMENT 15'-0" IN WIDTH. C. REC. NO. 8905040545 NON OCCLUSIVE ACCE S EASEMENT. 3. ELEVATION DATUM: N.G.S. BRASS DISK 5249 RESET 1984 ELEV. 18.73 IN N.W. CORNER OF N.W. FNDN. PAD, POWER TOWER SOUTH OF 1 405, EAST OF RAILROAD, NORTH OF LONGACP.ES PARKING LOT. 4. SITE BENCH: CHISELED SQUARE SOUTHE • " ORNER CONCRETE PAD ON WEST SIDE RENTON AUCTION, ELEV. 1' . 5. SITE BENCH: NORTH RIM MON. CASE AT INT. OF CENTERLINES NELSON PLA SOUTH 158TH STREET, E LEV. 17.63. SYMOOL LEGEND *er*ra - .. SMISSSMOMINS \\ SOLID LINE INDICATE EXISTING CONTOUR ELEVATION PROPERTY LINE EDGE OF EXISTING STRUCTURE, PAVEMENT, ETC. KEYNOTE. REFER TO DESCRIPTION OF ITEM ON LEFT HAND SIDE OF THIS SHEET. 1 f mire. VACATED NELSON PLACE NO GiaiQR SWALE 2 1 Ms Material compacted 2 min. 90% Standard Proctor 18" min. 1 ., 8' m. ID EMPORARY TERCEPTOR !DIKES/BERMS Le .. . I 0 It OA 41.11040 s . • i. r' 741 : cs�ssa oss row rr&a rdfraN i L"' a$eA7ri.,• 04.4 CROSS SECTION MO SCALE f osr- rti'a,, Dy.rl. r' I'; l qtr . 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MOUNT CABINET WITH TOP AT 60" ABOVE ANISEED FLOOR. CABINET SHALL BE FIELD PAINTED TO MATCH CORRIDOR WALLCOVERING. 3. COFINER CUARD CLEAR PLASTIC 3" X 3" X 48" AT ALL OUTSIDE CORNERS IN CORRIDOR THROUGHOUT FLOOR. SEE DETAIL I I /A7.0. 4. SHELVING METAL 1'X4" WIDE BY 7'X0" HIGH CONTINUOUS AS SHOWN. SHELVING AT 18" VERTICALLY. EQUAL TO INDUSTRIAL PRODUCTS DIV. BY REPUBLIC PRODUCTS. 5. LINEN CHUTE. SEE SECTION ! 2/A6. I . 6. DRYER EXHAUST. SEE MECHANICAL. 7. VENDING MACHINES. SEE GEN. NOTE 14. 8. SEALANT AT EDGE OF FIN. CONC. & ABUTTING GYP. BOARD WALL. JOINT SHALL. BE SMOOTH AT SURFACE FOR VINYL WALL COVERING APPLICATION. 7r- 0 s:7(-611 .� ...•wl Ja.l.l.`.l��w� r3,--4T3-1 J r QUEEN QUEEN DOUBLE QUEEN DOUBLE QUEEN KING DOUBLE QUEEN KING 341 KING STUDY KING 339 •=0; C ral Ordi:)1 O c<?./1 KING STUDY KING 337 KING STUDY KING DOUBLE QUEEN (332'I KING STUDY O "KING STUDY [331] KING STUDY F3-2-81 KING 329 KING KING KINQ STUDY 304 KING STUDY 306J 'HANDICAP KING STUDY [ioJ KING STUDY KING LINEN STORAGE VENDING 322 DOUBLE QUEEN 325 0 o DOUBLE QUEEN 3�3 _ CORRIDOR KING STUDY DOUBLE QUEEN 301 KING,! HANDICAP KING .KING STUDY DOUBLE QUEEN. Q ci4\1/4) , s .. • ' < i'.►!I+I!I!I!I!I!I + !I!I+I!i! 1lIlIiIlIlIiI+I lilllI +I +r'!I!I!IlfI! I (IlIlIlI+IiIlItlIlIrIlIl I{I{I IIij+iil!l ! 1I1 IaII i VilIiIi I 0 THS IHCH 1 2 ' 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear. than L-his notice, it is due to the quality of the original document. 70- O �J • II II +� +I I1IIIIIIIII+IIIIII)IIII+IIIIjI IIIIIIII +I+III 10 11 »N' 12 0E 6Z 8C LE 9Z SE.. 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S.f a 0 <A> CITY OF TUKWI± A APPROVED PE ` 1990 BUI D NG .!VISION ■ L() Li) (N \�J ( 0 0 Ll1 0 l.l.J u.i w Cv Z r-. cf c-- mml Inv z 0 0 z 2 a 2 !a: 0� a 3 REGISTERED ARC4tT •C 1~5g NEA L B. KOt: B° OF.WASHING`r)U r it[YI *Ka 1+ fe 11" DRAWNj.SYj: - :�iell�I • cH¢clk1c2 " •H ;[T DA Ti • .IDC 8910 1 =r A2.2: I OF' 8 14381 r :11.G711 LS V!NiNfL. Ceti" • • • • ,•• • • ROOM_NAME: FLR. BASE 7.94NRAL NC1TES.. rio.rar pcpm 1-11".446 T2 & pp R5s=3 P,AIN4 TQ 7r-cY.-r-rft°, PF.MINfr-it=e4R Or, dia)F14- fecazms Te) BE wfm-f sPfkgsr Tro<tx ntirspii ce:fto4pRzle L4N6 \r/iyaires iJ Ha-it M1 7'4" 4-7' eosin:NI:7*Z) craiLINel. APAr:A S tt' al-o" AT TegpzIaD ciTe•ex~r" A-Re-A*4c, ReareP. IREOLeeria:) cal JN rt-ogs*s!S 14=f, Lotrdegic*,16, ,AU, . gorfasuH E4:*1.1P VLL 54HeCt)4.4,:t TO i* ftte.fr',1117-X) o64:e "rcv RaaE-NE OrAt.416 AL. Trtx714Ata FTINIqsH ; FOURTH FLOOR PLAN 1_ % 1 /.e II 11 cd I -c)1 , I ry I ••••■••■••■•■■MMIONIINIIMIMINIIIIIIMINI■YMIMII KEYNOTES: I. FIRE EXTINCUSFER CABINET RECESSED, 5 LB. A.B.C. MOUNT CABINET WITH TOP AT 60" ABOVE FINISHED FLOOR, CABINET SHALL BE FIELD PAINTED TO MATO-I CORRIDOR WALLCOVERING. 2. FIRE EXTINGUISHER CABINET RECESSED, 5 LB. A.B.C. WITH FIRE LINE CONTROL VALVE MOUNTED IN BOX. MOUNT CABINET WITH TOP AT ar ABOVE FINISFED FLOOR. CABINET SHALL BE FIELD PAINTED TO MATCH CORRIDOR WALLCOVERING. 3. CORNER GUARD CLEAR PLASTIC 3" X 3" X 48" AT ALL OUTSIDE CORNERS IN CORRIDOR THROUGHOUT FLOOR. SEE DETAIL I I /A7.0. 4. SHELVING METAL PX4" WIDE BY 7'XO" HIGH CONTINUOUS AS SHOWN. SHELVING AT 18" VERTICALLY. EQUAL TO INDUSTRIAL PRODUCTS DIV. BY REPUBLIC PRODUCTS. •5., LINEN CHUTE. SEE SECTION 12/A6.I. 6. DRYER EXHAUST. SEE MECHANICAL. 7. VENDING MACHINES. SEE GEN. NOTE A. 8. SEALANT AT EDGE OF FIN. CONC. & ABUTTING GYP. BOARD WALL. JOINT SHALL 13E SMOOTH AT SURFACE FOR VINYL WALL COVERING APPLICATION. 4 ■44:44:144,i, • ;•'•;•?.•• ,'• - • , • • 4 4751.- &it •1•■••■■•••••• 446 QUEEN DOUBLE QUEEN f444 QUEEN 445 KING KING 441 DOUBLE QUEEN KING STUDY 14401 KING STUDY KING STUDY F473—il) KING STUDY [436 KING STUDY 44044. Ot 'el:il r---3 0 Ei .t.:,.„_%,,,,,,,.,,„,,,,,,,,,,,,,,,,,r.A...7,.,... ,,. . ....nrATtritail KING Li)LA§.1 ••44 •1•••• DOUBLE QUEEN [432] KIP.G KING STUDY 'KING STUDY KING STUDY ' DOUBLE _QUEEN KING STUDY KING STUDY HANDICAP LINEN STORAGE DOUBLE QUEEN KING STUDY VENDING [4 1 0 ri A.. -TA -":',NW.4n,r7i".....•31., i t® CORRIDOR DOUBLE QUEEN KING 45351 DOUBLE QUEEN HANDICAP 407 0 KING 1 KING ':.."1140110,saii* 418 DOUBLE QUEEN L1231 ..- 1-;". , ..'• :- "•.' -:_-: • -1.:_:'–'; -.-..T.f..f.',, '''; -:.";" .7'; .7...!.1-.M.:.=:7--.'":=72.=.1,7:. : DOUBLE QUEEN • 77-',041,`-!'`""" 4091 KING • P` .. i `;'-' -,..'..., ., . ."7.-"C. ‘ ''. • ,-: t. • : -7. 7. , : ..'" ".:Utntr.. 7.trr.4.. Nt".7•\•-7:4- -:'.. , .. .-. -,.1 ri. %I:re.: - .,..: . -7.r.'.7-7 Zr,V. a MC • 2800 ' \.......,,, . REGISTERED ARCWITirdi • ...;?; 9ein; . . 'EAL B. KOLBO • VAR OF WASHINGTON • • . CITY OF TUKWILA APPROVED FE A 1990 .; IIIIIIIIIIIIIIIII/IIIIIIIIIIIIIIIIIIIIIIIIPP 11111111111111111111/11111111111111111111 II ilpill 111111 111 ll 1 111/11111 0 16 TH1 INCH 1 2 ' 3 4 5 6 7 8 NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the original document. 111111111111111111 11 WdX PI GERMANY 12 • 0c 6Z 84 LE 9E GE hmhdmilumIldunkihmhannlinhimmiloulmhmilnHhulluohndunhqinHhniuhmillinhiluhnlirohnhihminlihdimihmindlidnuhnillinhillihnilmihmilmhilohdnihipubjunhollulihd 17Z 2 ZE L OZ 6L 9 41. 91 G1 4;1 CI, Et IL 8 L 9G CZ I. "Pi 0 `••\ BU DI G DI !SION KEYNOTES: 2, MEMBRANE ROOFING BALASTED CONTINUOUS ACROSS COMPLETE ROOF INCLUDING 1 LOW MANSARD SCREEN. SLOPED TO DRAIN AT I /2', PER FOOT WITH TAPERED INSULATION. 3. METAL ROOF STANDING RIB MANSARD SCREF...N IN SELECTED COLOR. LIGHT GAIL METAL FRAMING IS BY METAL SCREEN SUPPLER. 4, WALKING PAD COI`` tE M 2°X2' SET ON ROOF BEFORE BALAST IS PLACED. 5. EXHAUST FAN & C .R.N - SEE MECHANICAL. 6. 7. EXHAUST FAN & CURB BELOW MANSARD COORDINATE WITH MANSARD SCREEN TO PROVIDE CLEARANCE AT FANS 8 CONTINUOUS SCREEN FRAMING. 8. RIDGE OF DRAINAGE AREA CREATED WITH TAPERED INSULATION. 9. ME HANICAL ROOF MOUNTED UNIT & CURB - SEE MECHANICAL. 10. EXHAUST VENTS AT BOILER -,SEE MECHANICAL. I I . LINEN 0-1U IrE EXHAUST VENT. 12. ELEVATOR PENTHOUSE WITH MEMBRANE ROOFING SLOPED TO GUTTER. 13. DRYER EXHAUST .. SEE MEOIANICAL. 14. SPLASH BLOCK CONa E_ � E SETTING BELOW DOWNSPOUT FROM ELEVATOR 15. GUTTER b "X6' COATED METAL WITH DOWNSPOUT TO LOWER ROOF. 16. ROOF MOUNTED ANTENNA BASE - O( 'l.l err - ANT'ENN ' MF6- 17. MANSARD SCREEN PPE COLUMN SUPPORTS - SEE STRUCTURAL FOR SITE AND FASTENING. SUPPORT SPACING IS PROPOSED - ACTUAL SPACING TO BE PER SCREEN AND FRAMING SUPPLIER. THE PIPE SUPPORTS DESIGN LOADS AI) PLACEMENT SHALL BE REVIEW`:D BY THE STRUCTURAL ENGINEER. MANSARD SCREEN FRAMING DESIGN DRAWING SHALL BE SEALED BY AN ENGINEER REGISTERED IN WASHINGTON. SEE DETAIL 1/A2.4 FOR FLASHING AT ROOF. 18. THE NUMBERS SHOWN IN THE BOX ON THE ROOF PLAN INDICATE 11-E THICKNESS OF INSULATING FILL MATERIAL ABOVE RIGID INSU.BOARD TO PROVIDE PROPER DRAINAGE SLOPES ACROSS TI-E ROOF. THIS THICKNESS AND APPLICATION SHALL CONFORM TO THE REQUIREMENTS OF THE FIRE RESISTANT DESIGNS INDICATED. 19. METAL ROOF STANDING RIB, FLASHED TOP, EDGE & BOTTOM tN SELECTED COLOR. 20. LINEN CHUTE VENT (4'8" Him W /SELF FLASHING BASE. GENERAL. NOTES . T ROOF I, AU. MECHANICAL AND ELECTRICAL ROOF PENETRATION SHALL BE FREE OF LEAKS, APPROVED AND COORDINATED WITH THE ROOF FOR CONFORMANCE WITH TFE ROOF SYSTEM SPECIFICATION AND INSTALLATION REQUIREMENTS, 2. ROOF CRICKETS ARE TO SLOPE ALL. VALLEYS TO T1•E DRAIN SUMPS AND REMOVE STANDING WATER IN THE SPECIFIED TIME, AREAS OF PONDING WATER WILL BE REWORKED. 3. OVERFLOW/ RELIEF• DRAINS ARE DESIGNED TO MEET U.B.C. REQUIREMENTS UP TO VERTICAL 2" ABOVE PRIMARY DRAIN OR INCREASED ROOF LOAD. THIS IS DONE WITH SCUPPERS. 4. ALL ROOF TOP EQUIPMENT OR LARCH BLOCKADES TO NORMAL WATER - DRAINAGE SHALL', RECEIVE A CRICKET IN THE FILL MATERIAL TO PROVIDE REMOVAL OF WATER. 6 AC? Yl: 'FS�!,?urn:sw.:.,>. s.. r.+. ,.,:.Y..y..M.r..r..�..n+,a....: LoC."iiON 1-10' \ 01 0 ~ _ti .,• (MIMI , it. . •:" : lall Ji " T0- IIROOF /I4VI R,FLOW SG y 1 ., • ' P O. - .worm..- -..... 0 DRAIN ■rN SI Nc• T - '2 ' &a% - &.1. Cr' ' > atie* C> -a6il FL,- �! z I Ara c�. fatle c lam, ur+ I r NW-4 O ROOFA' UNIT CURB AT CONOa UNI C;)1 VP. 1 • f iG "ReN1 N C•F=' IR/C. ‘-.)I COeR �- W/PI. .1.. 144E F1 / / / .211 C1c s ', V5i..17 M e-ml VENT PIPE Imo... .� i �---� Wes:. -Kw�r p "o ( " .) 1 `l - vyvl lef`. !G � �C�OV41Ni) . V /�, '2 `I�+ J --- 1 L,,,,4•7 1 ¥riRLI " , X15 .1c;> -- ff / Ir1NC ' 0,7 o-a 0 0. a VERTICAL ROOF PENETRATION FC'C C:...a� 2 N/; N4 5T-I.. �.L�,b.lp• j ► t -c C,...r�x� �1 �",�L.. - LANG -P •-tiN6► Oil ( .2ac2. m ; 1...!"J 4- 1' = 1 I-4GL' l_,AN"r 1 C2..J _ .,.. iploo Adillar ' LA..* ii C. Gump Cc (------rc ROOF C4: RB ice. /Pr, MIN, r=tt GouNm�+r��Jt•lK .� F :7* Its./ =1: I`''1! -J.) d r. 1.191 I • • ;-• di ii elm II II il ROOF PLAN 11111111111'111IIII1IIIIII O 1•THSINCN 1 IIIIIIIIII III h 111IIIIIIIIIII]111111111Irip1971-11717171711 11171IIiIIII IIIIII 11 1 4 5 6 7 8 NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the apr'iginal. document. 0E 6z se Lz 9Z Qz 41z 6Z ea lz OZ 6l 8l Ll 91 SI 9l £ 11111:11 ..� i ! {Illllii lilllllll 1,11111 „ III. Ilil Iilllllll Jlll�tl �I +11_il,I� 1,�11��1.,.lIII!Ill;ilillllll .�lIIIL{ II�I;111l,IIIlINII i!lllllliii!IIIIIfIllllllllil .. fr.. J. W .'i ,r 1 % T�'. �',f wrj,f�'Yj -•.r '`�'., ll' 1 1'�' K'i�' titj� .l,:,... X• . .. ,.. ajf .. _ ., ....., ,!cX-.;.7. .r era . ,�: ?_a+ -., _.- <.. ,...._.._.. _.,. ... ,f:`'c�.r :L`5�S3- .ps......� 111111111111 111111111111111111111111111111111111111 9 l_ 10 11 tliGERMANY 12 al 11 8 L 9 s +, 1 a l ww 0 I�IIIIIIlIn11111II 11111111111 !i111111111III!1111111 11111111fi11I!I!IJIl111111 I I ` 'I , + , I I IIIII, Illilll.Illllill,l,llllll �d.P � : "ft�.:r!'�..5' +.r.:•,'95.'r..' i:....k :� ,� y.[,.. 'r .te.,..- n�y.. ?; .:.i:670.."1/4 • „..... ..,:.. .... CITY OF TUKWILA APPROVED FEK) . 1990 BUILDING DIV SI51 tC7`- '' ,;HEAL B. 1(01.150 STATE OF WASHE AION KEYNOTES . CONCRETE FORMED WALL - SEE STRUCTURAL. CONCRETE SHALL BE FINS-ED TO PROVIDE SMOOTH FINISH FOR DIRECT APPLICATION OF VINYL WALL COVERING. WALL SHALL PROVIDE SUBSTRATUM WITH NO IMPERFECTIONS THAT CkNNOT BE FLOATED AND FILLED WITH DRYWALL COMPOUND. 2. SF.ALANT AT EDGE OF FINISHED CONCRETE AND ABUTTINd GYPSUM BOARD WALL. JOINT SHALL BE SMOOTH AT SURFACE FOR VINYL WALL COVERING APPLICATION. 3. TOILET EXHAUST SHAFT, DUCT, DAMPER AND GRILLE - SEE MECHANICAL DOCUMENTS. 4. GYPSUM BOARD 1/2" THICK WATER-RES1STANT BOARD AT TUB ENCLOSURE FROM TOP OF TUB TO CF.ILING. 5. ROOF DRAIN PIPING - SEE PLUMI3ING. 6. FURR-DOWN AT EDGE OF L; IANGE OF CEILING LEVEL - SEE REFLECTED CEILING PLAN. • 7. SHELVES PLYWOOD 24 DEEF', A" THICK WITH HARDWOOD EDGE BAND ON FRONT AND ENI: PROVIDE 1" DEEP CUTOUT ALONG BACK 1 " LONG AT 16" ON cosn-E.R. AN WTWEE N BRACKETS AT 16" O.C. A IL GYPSUM BO:) rtt:, THICK MOISTURE RESISTANT WALLBOARD ON ALL PARTMON FA* ,t ' Tr X THIS SPACE. 9. HANDICAPPEr: TO HAVE SLOPED FRONT SIMILAR TO PUBLIC TOILET VANITY SHOWN riortA7...S.3. 10. EKTEND HANDRAIL 1Z BEY NOSING OF TOP & BOTTOM RISERS. L GRAB BAR - SEE TOILET ACCESSORIES SCHEDULES, SHT. A3.2. 12. PROVIDE TWO 4" X 4" GYPSUM COARD LINED CABLE CHASES THROUGH PARTITION BETWEEN PBX ROOM AND COUNTER IN ROOM AO4FOR PRINTER 3. FIRE CABINET - SEMI-RECESSED WALL MOUNTED. TOP AT 60" ABOVE FRASH FLOOR. CABINET nan PAINTED TO IviATO1 WM_ WALL COVERING. 14. ELEVATOR EGIJPMENT LAYOUT PROVIDED BY APPROVED EQUIPMENT SUPPLER. 15. FIRE EcfINGUISHER & FIRE VALVE CABINET - SURFACE MOUNTED. TOP AT 6011 ABOVE FINISHED FLOOR CABINET FIELD PAINTED TO MATH VINYL WAU. COVERING. • 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30: 3 I . 32. 33. 34. 35. 36, 37. RAMP - CARPET COVERED - SEE STRUCTURAL FOR SLAB DETAIL. EDGE OF TILE FLOORING, CARPET EDGING BY CARPET SUPPLIER. SECURITY CLOSET FOR SAFE PROVIDE 18" DEEP WOOD SHELVING PAINTED, SPACED AT 12" VERTICALLY STARTING AT 301° ABOVE FINISHED FLOOR TO 7'0". CORNER GUARD CLEAR PLASTIC 3" X 3" X 48" AT ALL OUTSIDE CORNERS IN CORRIDOR THROUGHOUT FLOOR. SEE DETAIL I I /A7.0. DRINKING FOLMAIN. SEE PLUMBING SHEETS. ELEVATOR DOOR SILL SUPPORTED ON 4" X 4" X 3/8" STEEL ANGLE, CONT. ACROSS SHAFT, WELDED TO IMBEDDED PLATES IN SLAB EDGE. ANCHOR ELEVATOR SILL AND GROUT SOLID. ELEVATOR DOOR CASING BY ELEVATOR MANUFACTURER. ELEVATOR PIT LADDER, SEE DETAIL 7/A7.0. DOTTED LINES INDICATE SUGGESTED ROOM FURNITURE ARRANGEMENT. SYNTHETIC MARBLE TUB SURROUND. MARBLE THRESHOLD. SEE DETAIL 9fA9.I. TYPICAL FASTENING PLACE. SEE DETAIL 81A7.0. RETURN SYNTHETIC MARBLE AROUND EDGE I-1/2". GUEST ROOM VANITY, SEE DETAIL 12/A3.3. STAINLESS STEEL SINK. SEE PLUMBING PLANS. GLASS WASI-ER SPACE, OWNER FURNISHED CONTRACTOR INSTALLED. REFRIGERATOR SPACE, OWNER FURNISHED OWNER INSTALLED. PLUMBING AREA. 1,-0" WIDE BY l'-3" BLOCK OUT IN FLOOR SLA13 FOR EXHAUST SYSTEM. DOTTED LINE INDICATES LIGHT FIXTURE ABOVE. SHELVES PLYWD.(.6.4ht ), 3/4" THICK WITH HARDBOARD EDGE BAND ON FRONT & ENDS; PROVIDE I" DEEP CUT OUT ALONG BACK I" LONG AT 16" 0.C. ALIGN BETWEEN BRACKETS AT 16" O.C. 4'-0" HIGH WALL WITH EXT. FIN. SYSTEM ON TOP, SIDES AND END. 1 aummwismost 44ti,10 MOW ivagekoti ble • EN,LARGEO plyIEST ROOM, BATH W4111. t 11 111 111 11 1 11 11 1 11 11 11 11 11 II 11 1 11 11 1 11 1111 1 11 11 1 II 1 1 11 II 11 ---II-- ---- -a-- -* - - --41I-.-- __IL_ ik et 11 11 11 11 • ENLARC3Ep Hie.NDICAP,. GUEST ROOM BATH A • 1-A03-" HANDICAP KING STCI. I I el E:L.V.• GriAerr IM. , • mr•••••• cult ,W1 CORRIDOR (Di .. • +. -4,4 al 51- 1 cf;z H. 5.1..-e\//x 1 1049, f". I / I If 1-- M. i'•iiil HCISPITALITy -SUITE • f." ! 1 LI 151 KING STD. 117 DOUAILE QUEEN 5,0 1 I CITY OF TUKWILA PPROVED FE 1990 K,,t'ker'*-.VV.VAWP'defft.qlaeePK*g6QrAr"gMVFAIGo"*dn,'wvr4.4voml'Y'so'z,tv."*.rea*ws'ok•*rv.'iotvea•auxesrmt*:^4•*0t**•2*i,*x4**4t.*ir,c..t•wc.4:',..4s****•'-4t..•*i.,,• PARTIAL ,IcIaROUND LEVEL FLOCIIR PLAN 1/.41-"1. a 4,1U' PeI •• • ii:1660k..-'40atteiktedfj," • . . .,•,Nt,t,,,,v; 41° , . .,-, , . -.,,:‘, t•',.., .../.:.,. I .. 7 ,:. • ' ''' ' ' / '■ .., ; ''''''!' • , ',' • • 1., ' i',. .rr ■-"....• , , V...., ::, .. •,, i .. -,..... ,. ''. ' i IIIIIIIIIIiI11111111111111111i111111111111r IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIITIIIIIIIIIIIIIIIWIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII 0 f 6 THS INCH 2 3 4 5 6 7 a NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the original document. pe 62 Ete LE 9Z SZ •17Z EZ ZZ tZ 0 Z 61. Eit 41 91 St lit CI Et lt OL 6 9, s c z 1 " hqdldliflh111111HhHIIIIHIIIHMIN111111dHOhnlipHhifil!04:1.4HdHHIAHNIIHMILIIIIIIIIIIIIIIIIMIIIHilHdHIJIMIIIIIIIIIIIINI16111111hIldHHhildWIHhIllINNh11111116111*111111161H114111111611HHhHIIHHIINII . . • ' - 1 ' 1111111111 -. --Y. 10 11 "wiE'NKRNAm 12 T BU ID • DIVISION KEYNOTES: Si I. CONCRETE FORMED WALL •- SEE STRUCTURAL. CONCRETE SHALL BE FINISI-ED TO PROVIDE SMOOTH FINISH FOR DIRECT APPLICATION OF VINYL WALL. COVERING. , WALL SHALL PROVIDE SUBSTRATUM WITH NO 1 ECTJONS THAT CANNOT BE FLOATED AND FILLED WITH DRYWALL JN$). 2. SEALANT AT EDGE OF FINISt-ED CONCRETE AND ABUTTING GYPSUM BOARD WALL. JOINT SHALL BE SMOOTH AT SURFACE FOR VINYL WALL COVERING APPLICATION. 3. TOILET EXHAUST SHAFT, DUCT, DAMPER & GRILLE. SEE MECHANICAL DOCUMENTS. 4. FURR DOWN AT EDGE OF CHANGE OF CEILING LEVEL - SEE REFLECTED OILING PLAN. 5. FIRE EXT1NG1..tlSI•ER CABII'+ET - SEMI-RECESSED WALL MOUNTED. TOP AT 60' ABOVE FINISH FLOOR. CABINET FIE'[..!) PAINTED TO MATCH VINYL WALL COVERING. 6. CORNER GUARD, CLEAR PLASTIC 3" X 3"X 48" AT ALL OUTSIDE CORNERS IN CORRIDOR THROUGHOUT FLOOR. SEE DETAIL 11/A7.0. 7. DOTTED LINES INDICATE SUGGESTED ROOM FURNITURE ARRAN CEMBIT. 8, MIRROR I /4e THICK EX n • NG FROM TOP OF BASE TO 7'-0" ABOVE FINISH FLOOR AND FULL WIDTH OF ROOM (ON SOUTH WALL ONLY). 9. FLOOR DRAIN. SEE PLUMBING PLANS, W. METAL SHELVING $•-4! WIDE, 7'-O" HIGH. ANCHOR TO WALL AT TOP WITH CLIP ANGLES AND ?&TAL SCREWS TO WALL STUDS OR CONC. STRUCTURE. I I. LOCKERS. OWNER FURNISHED, OWNER INSTALLED. 12. WASHING MACHINE - OWNER FURNISHED, CONTRACTOR INSTALLED. 13. WASHER TRENCH DRAIN WIMETAL GRATE, SEE STRUCTURAL. 14. LINEN CHUTE. 15. DRYERS -. OWNER FURNISHED, CONTRACTOR INSTALLED. 16. SINK. SCE PLUMBING DOCUMENTS. 17. GLASS WASHER, OWNER FURNIS -ED, CONTRACTOR INSTALLED. 18. REFRIGERATOR SPAN, OWNER FURNIS -ED, OWN•? iil INSTALLED. 19. DRYER EXHAUST - SEE MECHANICAL. 20. WALL CLOSURE TO BE I" OF ROUGH -1N DIMENSION OF DRYERr, ^?CVRDE 1 X 3 WOOD TRIM PAINTED AT ALL I-EAD & JAMBS TO CLO`.4'r .;"NIT G.. 21. RAISED CONCRETE ISOLATION PAD FOR WASI-ERS (VERIF : '7E_ REQ'_ IR D WITH WASHER MFR.). SEE STRUCTURAL FOR CONS zR.3CT!$ TYP.' OILMEN 4. Ir° - r/rditZ ' 1./4 p . °04:4 w szw 4"-tra w,•..rsw..m,w.. aara,.a.w,.s.r ny..w rr s:r. .avowtto ei ra asx,mn.w_,axie a� u r,,0assu:vQa.40.:, i!c:7) I t rY I IP 1..41 .1,111 12.1-1c745" t 7 7�- AT 1 i II,,;H 11 1 U ...I -7 II Imo' tail II &i! AT 114 U E E N y 7 L -.'..e.--N14.5.4,.- :k"Ts: t7•2"" p,17.. .A.7,- f•'�'xi-siG y',^.• ):- ..„.fir -.-+, 4,•7t r�r --1. }. , *.`. ��v: .�it. Y ��: . «,•. . •�•r 3•: •'.ie•.. ylr .ice :',I f.:- JI'r,.r.. _;± ‘=' u m.1- e. t G EXERCISE ARM 171 (.0 a <rp+ t ^�qrn efr: ••nrr mra *vr i v .>m, neat m+a! rri ..1r:.. .. 4-�1.•�S•31+. ..1.... ,.�...! . ..- 'y �^ {.N.ipl;a�!`•,. .,�.'.Cre � ".kJair`F• 4. i�iNx••±�,x ♦r,}. _��w a. .f. i'.� �r..�.�n�• t+;�. '•rt?,... t'"rT, J~y, }!;� •..,'"alY' .i;rr .ttf?:Or :1. • _.t f- NOING .DOUBLE QUEEN 't :fgl nrn'tfire t 4„=Miin ir'..=•'r'=,,: "Z9't?:.rt' `i% ! : ' '' + i r TYPICAL, KING 114 =LLd 1 b JTYPte��.+r K1N1 1tC,��11•I IIIT .I1 ' UNIT' .,C :t.'A..is. s.,...s..._ .•,..:: i'1. :n.. r. . :.i•. ;"..,: _. a.:'.,,'i;",2!%v • LAUNDRY L_ - cs.'�r�; 'Y.er:•,trp :,.0 cF� iI eyw• v!'�'ira^.it� f• c.., .�� .. :.� ::'_Crr•.t"J'Xa`r' .°f;, r..°d'""s?ur'i.k. , �""i!i`r _�;�`�_.. _a:,_. r'' r :iC?iII II ;}a:E:.'i�+.z'!f.+.lf n..: i',c�'Y ^sir...�.',i ^��:; .t»•,LT;P +fv' �"Y'�•t�`5: xaa X'. aX` 4�+. ELEV. DOUBLE 3UEEN na 1 i `;;m' ^ 71 r.:(...kr. "..JAI`" Z�.�` +.k•t f : :.3d�R ulR ls: Ai: �1:!'d'X,icili/R't'..T.7�JK :�54 p :'f'��,�yat.3t�r....17f -sg l 116 2800. REGISTERED ARCH TECT NEAL B. KOLBO SANE OF WASHINGTON • DOUBLE QUEEN IIIgYI¢[D: ".r :1 /'I-11, L: , • 111iI111I111I11111111111 11JAVA II111I1I1l1E4i.iVIII�IIiII 2 3 0 is TNS INCH 1 oe 6Z 9 ZZ 97. 1 I �Ill;fl!II li !i�ll!!IUli�lllIIIII ►lillll;lii Arammimain ! II 'PARTIAL priClUN®I .LEVEL FLOOR PLAN 111,1 11Iif11I11 111 1511111111111 •I11111I11I1111I1i1I1 i 1I1� _I1 4 6 7 NOTE: If the aicroftlmed document is lease clear La:.tice, it is due to the quality of the original 5Z 47Z £Z ZZ LZ ()Z 6S 91 Lt 9L St *Jt CI Zt I 1 I ' !!! I�IIIIIIIIIIIIIII; IIIIIIIIIIi !II!IIIlt11�!!111111!�I! 111111! Illi! II1liIl�I11 !lil�!IIIIIIII�!!IIIII!!il! Iii !illil!I!Illlliilll�illll!III {ilia _�4�i � .!'r � r i r�,',i}"R?f ti�TYt °w,v Jr.i � •r _,�r4�'A ".. .. 'N �li.,y- r ,F, �t •- w.r. �� � J K •f .r,..• :;✓ .rd�! -r`, ;K' YY 4.f. .Y :t °.•} ,�rrrR�r .`1 :�c �yf �r'',��1.�SJ, .. � _ .. :..fir.. .^, r...... , .r. _ .�it� >s ° :��t .._;Sep � r. . ;`: . :?'N'S:.v a' Y:.. 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[TA-4 J TA -5�1 1811 SHEIF F r- IN I I' -8 SAY .1=:: 1 0 TOWEL SHELF WITH BAR S.M. GYP I C4LINk.3 TA - -12 J WOMEN'S ONLY 1 GRAB BAR (TUB) S.M. 1 A--5.1 I. 2P-6" [ J ci TOILET . SEAT [ TOILET SEAT HEIGHT csC HEIGHT GRAB BAR (TOILET/2-WALL) S.M. GRAB BAR (TOILET/1 -WALL) S.M. [TA -5.3 J TA MINIMUM 36" X 40" MIRROR �'�-• SKIRTING PER LOCAL HANDICAP CODES CT TOP SET BASE eol+.r- • N egg I(;) 5g0 PLAN ,1 1,1 „ CT TOP ,,1.11 I' al• � SET BASE Nr TA -�3_J w 6 TA -2 tvISTAL. BLK. Q, • 0 V SYNTH. MARBLE _ ? TUB ENCLOSURE CT TOP SET BASE GYP. BD. CEILING TA -E-1 SYN. MARBLE SURROUND ---- CT TOP SET BASE :sue P'►- ,ls•r.1 41 -11•1 /211 --�' CT TOP SET BASE rrr i1r I..1 GYP. BD. CEILING TA-3 ---FT-A-5. 3 TA -7 i CT SOAP DISH CT TOP SET BASE z w U b GRAB BAR (TUB) S.M. >- 1 O s DOUBLE ROBE HOOKS S.M. 06,e, !°N TA--7 TOWEL BAR S.M. • . PAPER TOWEL DISPENSER RECESSED ere M..„or■► GYP B CT TOP SET BASE pet Ae {TA -3 1I 0 C� TOP SET BASE OUESITe O i ,EATI'h TYPICAL - ELEVATION 24* MP* 3/4A, 'MI K . WMARD#'oory ` 'tom SAND ON FRONT' p VIDE 24 OEEP CUTOUT ALONG BACK 12" LONG AT I6" 'ACIGN BRAo<ETS AT f6" O,C. 2 : .LOCATION FOR IELEPtiONE EQUIPMENT BOX. 3. 4- PLYWOOD COUNIER1OF', SPLASH, FAEt AI EDGE, 3/4" THICK PLASTIC LAMINATE ci.Ao. iviw000 fC RAw R FRONT, 3/4"' THICX, PLASTIC LAMINATE CLAD rnI_L SURFACES, FLUSH FACE DESIGN. 5. STAINLESS STEEL. S1P <, SEE PLUMBING FIXTURE SCHEDULE.. 1 . VERIFY OPENING REQut o FOR REFRIGERATOR. '. CO. BOARD TD C ILING. �ry0.7�'!'rrw'v'Il r.+• .�.•Y w...+- �M1:.wiw.,.q,N __,, a.._......._._ }- — x�.^APlx7 /i li . e.-.. wrrnM .Ylch'Y.r^.�!aS;ryyl.:+aw�r.: AG" r!M'J.'A9i+S,9fTR�..�nJ�I.1d784 tiRgYi'!C.'�aG,"TLYi3I.:T�� . aY:• J�ii6•, t34�Xr/ 1L7�3 :H�.1GiiSwY.Sai:G;':f(,`+'.". , t.. R'..+ °a�ii'Fr +wli:�v_" k`cS'...i-•. <�- ,:r;.,a. f?A '!d;'"?'.'.,iP�7K'l�w.A�Ar,y' GYP. BD. CEILING CT TOP SET BASE • • 0 CO • [TA -9.1 1 ,E] TOWEL ASH TRAY 'DENSER S.A. S.M. MIRROR S.M. TA -11.11 [TA --12 1 ITA- -13 24" X 4$ M MIRROR S.M. SAN. NAPKIN TOWEL DISP./ DISPENSER WASTE RECEP. RECESSED RECESSED �TA -3 TA -4 1 TA --5.3 r� SYNTH. MARBLE _ TUB ENCLOSURE cO Zo 0 Li) TA -5 l W /WOOD BLK F.R. • CT SOAP DISHES SYN. MARBLE TUB ENCLOSURE CT TOP SET BASE 0" CEILING •JaPITALI'tV' SUITINAIATH ELEVATION GYP BD CEILING MIRROR vAN Mr" e CT TOP SET BASE r . GY' BD. CEILING --1 TA ! TA -1 CT TOP SET BASE 1 1 0 iv SAN. NAPKIN SAN. NAPKIN DISPOSAL DISPOSAL S.M. THRU -WALL tee. GYP BD CL f TA--3 11 {TA -5 J W`• I`'1Ti.� r.3L.}C r9 , CT SOAP DISHES SYN. MARBLE TUB ENCLOSURE 0 • 4 CT TOP SET BASE 111 A 1 2;a' Riff I-IOSPITA LITY SUITE # `CAE, EL PEX E UIPMENT ROOM ELEVATION : f ! ' F .. ~1 ICI 1I {I 1I {I 1 I {i 11 {I 1 I!I 1I {I 1III 1 1 {I 1 I {I 1 I141 1:P I I I i {I II II I I {I I I {I Ii I II Ci I t {I I I {I I I {I I i {I I !�I I 'TIT II(II I {Ij ! {f Il ( I {II Ijll ,1I• If1l( lj1 I (i I l {iI l l I 1jl IIll ! ljl1 IjlI l {I I I {I II {Ii I{I I 0 s,N3INCM 1 2 3 4 5 6 7 8 9 10 11 "3"4 "1564" 12 NOTE: If the microfilmed document is less clear than this notice, it is duo to the quality of tho original document. i 0€ 6Z 8e 4Z 9Z SZ 4ilZ £Z 2Z I {2 OZ 6I 81. 4I 91 SI 47 £i ZjI II ()f�, 6 8 4 9 S 47 C Z 1 ww 0 111! Illdilllliii; liilll! lI1 IIIIIillilllliiiillllllllli !IIIIIli 1, 111' 111111111 111 11MlIIPIIIIIIIIIIIIMiliililllllliliillllll111111illll !Ilillll1111111l11111{IIIll 11;1111 1111111 111 '1 1 ' 1 �' ' 1 ( 111111111111111111116111111111111111611 .- _....,.,r x•.. .,_.. I�.11i III11lfillIl Illllll III. IlllllJlJl� ,lllllltl( • i .,... F�� r ., :e1't ,s ,fit ^r ;} U..� u, .1. o .. !`C. ��, _s fl, sr,+ .r. �'. _,.�t_7� �.... : a r.:.. .ly rt '�.' <y .. ..._ ,�} ".� . _.,... CITY OF TUKWILA APPROVED FE;` 1990 BUILD G DIVISION HaSPIT' L.ITY SUITE #41 CAB.. �►G x tip *'f ,. ,; ._. :•.;�..S�.xYSyXrr •.'%/".i: /ri$+L+4`.'PFNE..r_,... . ,‘• 'A • . • . • iPLYWOOD couwalroPp stuksit FACE AND EDGE, 3/4" THICK PLASTIC 11-AMINATE CLAD. 2. 'LINE OF' WALLMOORXEIUNG. VLYWOCID FIXED, 3/4" THICK WITH EDGE BANDING ALL EDGES. 4. 11...YWOOD BACX, 1/2" THICK. S. PLYWOOD DOOR/DRAWER FRONT, 3/4" THICK, PLASTIC LAMINATE CLAD AU.. SURFACES, FLUSH FACE DESIGN. votie MAME. 7. EDGE STIFFNER CUT FROM 2X. TASK LIGHTING, SEE ELECTRICAL FOR TYPE OF FIXTURE AND NUMBER i REQUIRED. 9. SCHEDULED BASE. 10. DRAWER ON SIDE MOUNTED SLIDES. I I. OPEI41NGS FOR VENTILATION OF CABINET, Is X P-6" LONG.. 12. 'PLYWOOD DOOR, I 3/4" THICK, PLASTIC LAMINATE CLAD AU. SURFAC1S, WITH OPENINGS CONTAINING EXPANDED METAL GRILLES. 13. WIRING ACCESS OPENINGS, 4 X 402 TYPICAL EACH SIDE OF EACH UNIT/DIVIDE. . - 14. CASH DRAWER, ON SIDE MOUNTED SLIDES, LOcKAeLE, SIZE DRAWER TO RECEIVE CASH DRAWER INSERT PROVIDED BY OWNER. 15. REMOVABLE DIVIDERS, 1/4r HARDWOOD, N ROUTFX. SLOTS AT r ON CENTER, PROVIDE BLOCK AS REQUIRED TO SHORTEN POCKETS AS Re2UIRED. ; 1 TELEPHONE MOUNTING SURFACE'. 17. COORDINATE OPEI4ING REQUIRED FOR EQUIPMENT WITH OWNER. 1€1. STAIKESS STEEL. SINK, SSE PLUMBING FOR SIM. • 19. VERIFY OPENING REQU1RED,FOR REFRICERATOR/GLASS WASHER. 20. SYNTIrETIC 110,R8� VANITY TOP WITH INTEGRAL LAVATORY AND SET ON SPLASH.' 21. REMOVABLE CABINET FRONT FOR ACCESS TO PLUMB1 ,NG 3/4" PLYWOOD PLASTIC LAMINATE CLAD. PROVIDE PERMANENT TMEADM INSERTS, CLEATS; SUPPOR1 :3, ETC. AS REQUIR8) FOR FLUSH APPEARAN10E. nu PRO st.,OPED FRONT REQUIRED TO CLEAR PLUMBING MID PROVIDE AC=S PER HANDICAPPED CODES. 23, SWING DOOR ACCESS TO TRASH CONTAINER. 24. PAY TELEPHOWS, MOUNTED AT STANDAFt0113GriT. , IS: PAY TELEPHONE, MOUNTED AT HANDICAPPED ACCESSAELE HOGHT. 26. IN EDIATE 5LORT. . 27. • PROVIDE OPENING FOR EXHAUST FAN, VERIFrY SIZE WITH OWNER. 28. PROVIDE BLOOONG IN WALL TO CARRY VANITY. 29. REGISTRAIION )13k FRONT, PLYWOOD, 3/4" THICK, PLASTIC LAMINATE CLAD ALL SURFACES, FASTEN TO FRONT OF MODULES ON BEVEL'S) I MOUNTING CLEATS, RETURN TO WALL AT ENDS. 30. REGISTRATION DEW TOP, PLYW000, 3/4" THICK, Fuksric LAMINATE CLAD ALL SURFACES, ADHERE TO TOP OF MODULES AFTER FRONT IS INSTALLED, FieTuRN TO WALL AT ENDS. 31. SEE 10/A3.3 FOR ADDMONAL NOTES AND DIMENSIONS. 32. PLYWOOD 9IELF, 3/4° THICK WITH EDGE BANDING ALL EDGES, ON ADJUSTABLE STANDARDS. • 33. CABINET BASE SUPPORTS, 2 X 6. 34. PAPER f•teD LOT ID1 X FULL WIDTH OF MODUI.E, CARRY PLASTIC LAMINATE INTO sun. 35. PROVIDE FULL. WOTH HARDWOOD STOP TO BE MD APPLIED TO ACCOMODATE EQUIPMENT. . . 36. PLYWOOD BOTTOM, 3/4* THICK. 37. INTERRUPT PLYWOOD %SPLASH" TO FORM OPENING. 38. LINE OF SIDE MODULE. 39. LINE or SPLASH AT END WALL WI-ERE OCCURING. 40. PLYWOOD SDES, DIVIDERS SHELF, MO< AND FRONT, 3/4" ma< PLASTIC LAMINATE CLAD ALL SURFACES, RETURN SIDES TO WALL, 41, FASTEN CUBICLES TO WALL ON BE a 1116 MOUNTING CLEATS. 42. GUEST DEPOSITORY AND DROP SAFE OWNER FURNISHED AIfl CONTRACTOR INSTALLED. 43. WIRING ACCESS OFE.NING WITH ESCUTCHEON AND CLOSURE PLA'TE. 44, DOOR/DRAWER PULL BEYOND. ‘ 1/411 THI444° 14411‘r,:4 r)1./IT:›Elq 4 g.Hel-r- t .„ RECEPTION OEEIK EIACK ELEVATICIN er.dektailia%g 11.6.1.1 III" .. 14 1 lb 1 r 2 c, - EMPLOXEIE LOTJNBE CAB. ELEV. aCA.C.S.: I /12=1 - - • ei ,2u -21,c,-?" .021' .i. cpli 1C-c,t1 WORK AFIEA *2 ELEVATION ,,...NL.E.: 1/02"=1-oa 11 VSK.IFT' JciPotwl5Nle:7N \Af/e3ykirsiafk. 4;f4eolkiET-G Jet,- eam,asl‘ OEPOSIT9RY COUNTER ELEVATION L Ree'R fiFfk REICEPT,ION DESK FRONT ELATION BASE/WALL CABINET SECTION 7b134 tia!'w (:)11 AMMOOPPOI•IIRIMULP erL-E : SW= t Le •••••■■•••7•11=0101•••■ 0•IMMOSIM811=&11■•••■•••&& Ir CORNSP. 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Zi 1 "" 0 "1.'.. .• , • , „, . . . . . . • 4.7:•-;; , • TELEPHONE CUBICLE ELEVATION 046e:311.1ln II-0" TELEPHONE CUBICLE SECTION Sci•-t-444zeiLd! • WeIRK AREA *1 COUNTER ELEVATION sc-ALas it'd I- ii • CITY OF TUKWILA APPROVED FEBi 1990 BUILDI DI ON WORK A REA, *1 COUNTER ELEVATICI4 sc"Lel 1 11- (:)" 11/211. Et;). 5:>, 11/4' A • • WORK AREA 01 COUNTER ELEVATION seALE: lia!--z:11.611 • .,•7,„"f. • • 4' . . .11Y1401"11113: SPRAY ApPLED Thx1iPEo �LING, COAT ALL EXPOSED /41141 WITH • KAT INHIBITOR APO • FLo T our ALL FORM MARKS %Wow APPLYING TExTURED MATING. LIGHT FIXTLIRE - REFER TO ELECTRICAL F SCHEDULED FIXTURE. TYPE. ExPOIED CONcRETE STRuCTURE,. rwkIsor SOSFMED LAy4N CABLING IN MIME) STEEL GRID. .5. FLOAT UNDOISIDE CF CONCRETE SLAB AND PAINT wM-1 TWO COATS SEml. GLOSS El4AML. 6• DRYWALL PAM-1MM To CLOSE AcROSS TOP OF DRYERS WITHIN Ift OF DRYERS. PROVIDE I X3 WOOD TRIM PAINIVD TO SEAL TIGHT TO DRyERs. 7. CONTROL JOINTS AS SHOWN 3/41/ WIDE. S. CONTROL JOINT AT EDGE OF CANOPY ColsiliNUOUS 9. 34W WDE, UNEN CHUTE WITH TWO HOUR RATED DRYWALL ENCLOSURE. ENCLOSURE TO'COMPLETELY SURROUND CHUTE AT Bonom. 10. PAINT ALL EXPMED METAL STAIR STRUCTURE COMPONENTS, 11.. • FURR DOWN CEILING TO P.M WON* GYP, BOARD ON METAL SUSPENSION SYSTEM, TA‘eleb, "ttsokall"15 # tigkiNuri. FuRR DOWN CEILING TO 7.-10* WI5f8 GYP. BOARD GN METAL SUSPENVON SYSTEM.-r5 11Pe1OSS ritkiktr: 13. ExTER1oR FINI94-1 WS-MM OvER 1/2" GYP. SI-EMI-ONG. 14. SLOPED GLAZING IN ANODIZED ALUMINUM FRAMING SYSTEM. 15. DRYER DO4AUST WITH TWO HOUR RATED DRYWALL B•ICLOSURP- IP -1 `t TO cOmPLErELy SuRRouND AT PENETRATION 11-RU SE c FLOOR SLAB.- .N. TOILET ROOM EXHAUST SHAFT WffH TWO HOUR RATED DRYWALL ENCLOSURE. 1% FURS Gkr,V.IN c.eiLINI st-01 vv//180,11 &Tom ea). mers.. q ON '911V-T-Eri. Tr , 'MATURE 4 FlikINIT, leh FL-11`qt. Dikykedis `"%si'42FP217 TZ, 71-4" ottick. so. ct•-i METL. pptioM f 1J6I "pekriiie.FLe:000■T 4. toovrAft w/virtyl. exavect1W6, 141, e..74-124ISEP Civt.4rkETS CODE TO PARTITION TYPES p-1 • HR 50 to 54 WP 1021 AS6SMOLY DgSCRIPTION SKETCH AND DESIGN TA Fire Gypsum Walibessd, Metal Studs One layer Ile type X gypeuni wallboard applied parefiel to one side of Vie metal studs 24' ea. with 11 Type S drywall screwa 6"o.c. to vertical edges and Ne* adhesive Deeds to Intern mdiato shade Opposite side baste layer Tie type X gypsuin wallboard applied parallel to studs with 1" Type S drywall screws 8" c.c. to vertical edges and 12" ac. to intermediate studs. Face layer Vs" type X gypsum wallboard applied parallel to studs with 1 Type S drywall screws 6' ac. to vertical edges and with adhesive beads over joints at Interrnediate studs. Stagger feints 24* ac. each layer and face Face layer may be predecorated. Sound tested using 3'#a glass fibe friction fit In stud space and atilay- ofs sorews attachgd without .adliesIve Also sound tested on t-J stitd&PL1317`,1-roa meTeki.. VrtIPIST AT WALLS INPte.pqmp 17- PL.erlfe. Fire Side Fire Side Thickness: 4", 7142." Limiting Height: 13'5" Apprcot. Weight: 7 psf Fire Test: FM WP 66. 12-8-66 Sound Test: RAL-11.8664. 2-17-80 RAL-TL88-854 2-18-88 2 4,dfousli/ HR 55 to 59 WP 1530 Gypsum Wallboord, Metal Studs Base layer Vs" type X gypsum wallboard or veneer base applied parallel to each silo of 1 sle" metal studs 24* o.c. with 1" Type S drywall screws 12" o.c. Face layer eh" type X gypsum wallboard or veneer base applied on each side parallel to studs with 13/4" S drywall strews 12" o.c. Stagger joints 24" ac. each layer and side. Sound tested using 1112" mineral fiber In stud space. (NIS) 1 'Thickness: Vie" Limiting Height: 124* Apprize. Weight: 9 psi Fire Test: tiC. 12-7-64 Field Sound Test: AC I 1131a, 7-14-64 - 1 p- 45 to 49 WP 1208 GENERAL NOTES: HR •t-E FIRE -ASSEMBLY RATED WALLS THAT ARE SHOWN ARE- CONTINUOUS AROUND ALL RATED OPENINGS MID ARE TIGHT TO THE STRUCTURAL DECK; PAR riTtoN Tin:Es ARE NOTED ON RFFLEcrED CEILING PLANS. WALL ASSEMBLES TO MEET 11-E RATING NOTED. REFER TO "CODE TO PARTITION TYPES,* FOR DESCRIPTION OF WALL ASSEMBLES. , THE REFLECTED CEILING PLAN IS TO PROVIDE KEY RELATIONSHIPS BETWEEN WALLS ANO CEILING GRID. LIGHTS, GRILLES, FURR-DOWNS AND SCREENS ARE LOCATED FOR POSITION, SPRINKLER I-EADS, SMOKE DETECTORS, MOVEMENT DETECTORS, SPEAKERS, Exrr SIGNS AND ALL SECONDARY CEIEJNG SYMMS WILL BE CENTERED IN THE CEILING GRID. VERIFY LOCATION WTTI-I LOCAL CODE AUTHORITIES. 4. FOR COMPLETE ME.1-1ANICAL AND ELECTRICAL INFORMATION, SEE THOSE SEcTIONs-oF TM, DocumENTS. cr:IP tAr-cuesirri can...NG Gerwrsms *HALL- INGTYht-t-sc) IN E WITH Lnexc GTANsica"R.9 Na , 47- , GI gaNEFIAL reit:rinse TO PARTITION TYPES FIRE-RATED PAR IIONS ARE CODED ON PLAN'S WITH SYMBOLS; •PARTITION CONSTRUCTION MUST CONFORM TO UL TESTED DESIGNS OR OTHER TEST APPROVED BY LOCAL CODE. SEE 'CODE TO- PARTMON 'TYPES FOR ASSEMBLY NJMEER. AT NOISE BARRER PARTITIONS, SEAL PERIMETER AND PENETRATIONS. DRYWALL PARTITIONS WHICH INCLUDE SOUND INSULATION SHALL BE FULLY SEALED AS NOISE I3ARRER PARTTrIONS. NOSE PARTITIONS*LL CONTAIN A MINIMUM OF 3-I/Z° mo< BAIL ACOUSTICAL INSULATION OR AS INDICATED IN CODE TO PARTITION TYPES. ACOUSTICAL INSULATION WILL RE CONTINUOUS THROUGHOUT TIE ENTIRE WALL. ALL NOISE DAR TA N S R 1 O HTC A IC 0 ATiit. AT F'ARTMON 114TERSECTIONS, REFER TO DETAIL-S. AT DRYWALL PARTITION CONTROL JOINTS. REQUIRED AT APF'ROXIMATELY 301-01' STRAIGHT AND CONTINUOUS ON CENTER IN A WALL 5. AT LOCATIONS WI-ERE FULL I-EIGHT DRYWALL PARTITIONS ABUT STRUCTURAL FRAMING MEMBERS AT DECX, REFER TO DETAIL. 6. AT FRAME OPENINGS AT DRYWALL PARTITIONS, SEE DETAIL. 7• PARTITION STANDARD: IT 15 INTENDED THAT TI-E FACE OF EVERY CONTINUOUS PARTITION EE FLUSH wrrHour OFFSETS EVEN AT AN INTERMEDIATE CHANC E IN PARTITION TH100E55. CHANGES IN PARTITION THICTOESS SHALL ONLY OCCUR AT INSIDE OR OUTSIDE CORERS. THE FACE OF CORRIDOR WALL. PARTITION SHALL ALIGN ALONG THEIR ENTIRE LENGTH REGARDLF_SS OF INTERMEDIATE SEPARATIOIC AND AU_ ADJUSTM DUE TO CHANGE IN PARTITION THICKI‘ESS-SHALL OCCUR ON THE ROOM SIDE OF CORRIDOR PARTITION AT AN INSIDE OR OUTSIDE CORNER. SEE FINISH SCHEDULE FOR THE APPLIED FINISH ON EACH WALL TYPE. ALL DRYWALL WALLS W1LL BE TAPED, FLOATED, SANDED .SMOOTH TO REMOVE ALL INDICATIONS OF THE DRYWALL JOIt4tS WITH A VISUAL INSF'ECTION. AT FIRE EXTINGUISHER LOCATION CONFORM TO DETAIL PROVIDING LARGER STUD SIZE, IF REQUIRED, To REcESS CABINET OR OTHER EQUPMENT. 50 to 55 Gypsum Wallboard, Metal Studs One layer Ns" type X gypsum wallboard or veneer base applied at right angles or parallel to each side of 35/8" metal studs 24" 0.6. with 1" Type S drywall screws 8" o.c. to vertical edges and 12" o.c. to top and bottom runnets and intermediate studs. Stag- ger ail vertical ancthorizontal Joints 24" o.c. each side and oppo- site sides, (NI.8) fuse for " NfIMTAL. 9fUPS Wett../..f Nrae.."-re,P. Pl...127114 131.44.440, Thickness: eh", -7k4-11 Limiting Height: 17'3" Approx. Weight: 6 psf Fire Test: FM WP-45, 6-19-68 °SU T-1770, 8/61 Sound Test: MX 2385, 7-28-70 TABLE NO. 43-C-MINSIBM PROTECTION FLOOR OR ROW; CONSTRUCTION • MN HUMP, , CONSTRUCTION ium*“ OF FLOOR CR 000. RAS Ps autos) ifilelliflaiiiirel P/ 5.0 Ian 111=1111111111 1111 AMNIA* gi n111111111 2.7 1 OF COMO ISN V4 wriciorne am lik 4 fic 1. siliceous Aggregate Concrem Slab (no ceiling required). Min*. go mem cover er nonprestressed reinforcement I ASO be DOI ICU than 3/4 • inch." ' Milig III 2. Carbonate Aggregate Concrete III 3. Sand-lightweight Concrete 3.1.1 111111 4. Ughtweight Concr ete 4.1.. • S. Reinforced Concrete foiats ' . • 5.1.1 Slab with suspended ceiling of vermiculite gypsum plaster over metel lath attached so 3/.. cob:f- ruited channels spaced i2 on :en- let Ceiling located W minimum below joists. rmawvv•mmv.......m.o...voon...00aovanow • Av. • • •I • • • 4• Thick 0• Thick W Thick STC STC STC 48 50 55 . CAST DI PIACI COMCILITS MINIMUM SLAB THICKNESS . AslissimmossaissiossossoosscslunINIIIIIIMOI 11111115118151 PLAN SYMBOLS • 02 .rtOUIR. 1,*4476$0 4A-t414=7") e.,L7urr62a. 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SOS o ..••••■••••••••• •••••••••••• ••,•••••■••••••••••..... 111111111 1,111111111111111111111i11 11111 111111111111 9 10 11 huomentmm, 12 • • •, ••■,, ••• LI, . `..••• •,"'• 1 •• CITY OF TUKWILA APPROVED FEB 1990 T BUILD G DIVISION • • : 1 • . • : • • ".•";;;;;:- • • '• ": );.+"* • • ;" , , r v)4,i • , •71. ‘;(.‘' - INIOTESt .11; spRAy APfL f;) mixtuRea. ciaLING. coAt ExPoseD METAL WITH mitirstoR' ANY P''.71,0At out ALL FORM MARKSBEIFtga. AYNG Tockego coATINc. k • • • Fix:roftE RE1O1 TO 51....ECTRcAk FOR. SO-IEDULF.,100 FIXti:AIRE„TypE. 0010%ED CC:4'401E1E STRUCTURec_..M'SIM • • * WV4P4Epi,,AIrtit'fC14.1N.G-!N"PAIter,„D REM GRIM tiNc.4,4 %A TM W; ti TWO HOUR RATEIXDRYWALI- ENCLOSIAL INCLOSE* TO ,COMPLETIZLY SURROUND ClitnE AT eorrom; - ;'• PAINT ALL EkPOSED.METAL STAIR SITS...,I4!...TURE' CO : - s.FuRtsteR mapowN c 114INCF-, TO 7%-0, WI518" 9VP BOARD ON, METAL St.'153ENSIC*11,. 41. DRYER EXHAUST • WITH TWO. HOUR RATED " DRYWiLL, 8SICL.OSURE4; " ENO-P.510E TO COMPLETELY SURROUND VENT AT.,PENEIRATION :THRU; ' SECOND FLOOR SLAB. . , TOILET ROOM EXHAUST SHAFT W.!TH TWO HOUR. RATED DRYWALL 'aC.LOi.131,4 . irttFet4ec) t, • • e • • • t • , FtRE A-SEMBLY RATED WALLS .THAT ARE SHOWN ARE t.."ONTINUOUS AROUND ALI. RATED OPENINGS AND 'ARE TIGHT TO THE STRUCTURAL.' DECK; PARTITION TYPES ARE NOTED ON REFLECTED CEIL,ING,PLANS: WALL. ASSEMBLIES TO MEET mie RATING NOTED. REFER TO vaCODE TO PARTMON -TYPES," FOR DESCRIPTION OF WALL ASSEMBLIES. _ 2. 111E, REFLECTED C8LING PLAN IS TO,- PROViOE • KEY • RELATIONSHIPS BETWEEN WALLS AND ,CEILING GRID. uanst GRILLES, FURR-DOWNS AND 3. •CREENS ARE LOCATED FOR post-nom • • ; • SPRINKLF3 I 1 -EADS, SMOKE DETECTORS, 'MOVEMENT DETECTQRS,,HSPEAKERS, • exir •NNE),ALL.SECONDARY CEILING. sysTEmp,tvii.x. BE:_CEI:41EREDIN4 7n*(XILING'GRO. VERIFY LOCATION W[TH LOCAL,CODE AUTHORMES. . 'FOR' COMPt.E. TE MECtriANICAL AND Ei.Ec-rRicAL, 1147ORMATION, SEE THOSE. SECTIONS' OF THE DOCUbiliWS2 . • • IN 11•4C4PIR2-e,5 • Groaq...1171.1440,..› NO. 44:711?", . • .:, Aid „:" 1 • •■••• **.01••■■•■•••••47....■■•■••••....... ...111.10■■••••■••WINFINIMA. •■•••••••RIM101.••■■••••.. - ; P1EFLECTEC3 CEI6N13 PLAN • 12NCI.I' 9 3R OO ScANI-5'; 1 /811 -‘ii° aiaotosrlmmmwora•Kwmms•aloll""msl"'"Mali"MIMI'alMIMMIMIMII1UraMegilleaigaaIXIIIMI"liall'i".la..EdaiaINMMIIIIaa"lillir2gl""Illii"Ig"."1""M"."•IIIMIWWIM.n.j.1"Nilliai"IMSWIILaggIMMCea"Ialg"e"i"mlliail".laila""Mird16"1"almalijillwaMeitillinsull.""M"emmll""1"."iug"IllNIW1 mum "ttlivetof;,miti.toortre,mwst.vtatI4vtveor4tettAroverteKsV-Phitts4r412,MerArie.;170,,evo4leattlieniftft.ViriOftetift‘AIF.,-.1ts'OX'S.14.,,,4)teit4410,:•''"..nr,-..4,11.,tW0021-ft,?:•,:.f.t- - • -• 4 ; • • . • • . . • 'a: III 111 0 16 TMS INCH 1 2 3 4 5 6 7 8 9 10 11 """U".14.1 12 NOTE: If the microfilmed document is less clear than this • oc 62 eye LE 111111 notice, it is due to the quality of the original document. " • * 47Z CZ, ze tz 0? 61, 91 LI 91 GI. CL I lit of, 6 6 1111141.,1111111111111JIIJII.HIMI!IIIIIIIP1111,1111,1,1f114,11111 9 .c; C virt I I • ;";•,$7.4; . . _ • CITY OF TUKWilik APPROVED FE 1990 K gr ecumatrit • „ • • • ,,,...”,#,.......r-e....m.batorozesc...220,144,15,741'00,41e4VektorlitiigMff,*Strfitazoktor0,40:;,...pouraPig:.,..?`4..,*,,o, • • , • . t 1 • . • . - • - WALLS �� B. �' I PA! NTH D- cef?"r IC lI.. E vld 49 A,2 E:1. r•t' i i . A,C> t- 64 r A,p 13°; Ic;TL r c v1 A,f c.Latzr Rc A,0 rte$- A 4,5 A i,2 * j L ;ate_ _�_ .._.- �.__..�_ -- ... - . . r G: �L Na Lift11 i N "lb 6d,. '"G c!t +` 1� Tom' ``,,..gT; cc c, , L; RANG G G:� " ..)1`�'� 1M•i..Li*" ' 12 hM ''."t"c� Raca 1 A "N L.L N 0Ir -.iv 1`/ 'H I NI '•T ' ci'Y�` 6". rr . tt 4 .Tr ..a..5i' �Y `t"4 I� c::1•41 `',P'C.j t . f q : ,i -r -t S 1 2 ; -IMF✓ F.w ✓rvJ J.IJw -.wy v':'J4'sf�iir}{ ,tie��krn!.a- -w'n n /.:I�',� +.i .rl.: t-. rw+1.. A.t...:..ru. . ► r' • SEL ONO FLOOR PLAN 5. 6.. 7. 8. YT: FIRE EXTINGUISHER CABINET RECESSED, 5 LB. A.B.C. MOUNT CABIP♦ET WITH TOP AT 60" ABOVE FINISHED FLOOR, CABINET SHALL BE FIELD PAINTED TO MATCH CORRIDOR WALLCOVERING. FIRE EXTINGUISHER CABINET ''.N ., 5 LB. A.B.C. WITH FIRE LINE CONTROL VALVE MOUNTED IN BOX. MOUNT CABINET WITH TOP AT 60" ABOVE FINISHED FLOOR. CABINET SHALL BE FIELD PAINTED TO MATCH CORRIDOR WALLCOVERING. CORNER GUARD CLEAR PLASTIC 3" X 3" X 48" AT ALL OUTSIDE CORNERS IN CORRIDOR THROUGHOUT FLOOR. SEE DETAIL I 1/A7.0. SI- ELVING METAL 1'X4" WIDE BY 7'XO" HIGH CONTINUOUS AS SHOWN. SHELVING AT 18" VERTICALLY. EQUAL TO INDUSTRIAL PRODUCTS DIV. BY REPUBLIC PRODUCTS. LINEN CHUTE. SEE SECTION 1 /A6.1. DRYER EXHAUST. SEE MECHANICAL. VENDIAG MAC I-iINES. SEE GEN. NOTE 14. SEALANT AT EDGE OF FIN. CONC. & ABUTTING GYP. BOARD WALL. JOINT SHALL BE SMOOTH AT SURFACE FOR VINYL WALL COVERING APPLICATION. DOUBLE QUEEN DOUBLE QUEEN E?"'61 MILEME <\> <‘\ KING UlMeEl StEMIXIEIZEMEIBIEREEMEEEKEI KING STUDY KING STUDY gsgignasiezeszemerszeet KING STUDY <'a K;!/> 234 DOUBLEQUEEN 123_2j KING STUDY KING STUDY 234 KING STUDY [228 DOUBLE QUEEN vsrp KING ��� "j. DOUBLE QUEEN ikli.104 544+% Ai: Z4n: 110a 4.5::1.42: 1,1,,a:iEf•4,11l+tgitr4'2474i$4. %iei :.:.,I: Wasq.k.i✓r.ir:• DOUBLE QUEEN KING 202 DOUBLE ' QUEEN KING STUDY!' HANDICAP 20 4 KING STUDY r210 KING STUDY!' KING VENDING 222 Ci DOUBLE QUEEN F2211 ® ~0 CORRIDOR e..® KING STUDY STAIR # DOUBLE QUEEN DOUBLE QUEEN HANDICAP KING STUDY KING STUDY DOUBLE QUEEN L =J u 1 t, .. , +. . ._ a '. ' ' T'',„. + ' .q;, / �,� -/. r:N' 4'.';',,4',• r ' t.r 4;,. .i,), tKr1; - d.1 '+• yn y . . < r - � �r �,rS ■.Y •. 2:b . i.!': .. r.� ., ; „ .. .{ ..S• ..♦ . ...• � .rr, 4./A .. pr;.,; ..,,.? -'. . .:.;3 7. A T. 'l fi iv_ N a ♦ -i `; :l► .,3,.h i— `i. y li; .l, y +" <I, �:- III IIiIl11111I1l111liIII♦ IIIIIililililllii iiijlt1i1: 1illf IIIj1PlililliliIl !IIIIIIIII►I►j1l+llllIiIIIiji `ill = IIItlllltliliili ili, Ili�I ti Iiifji I il11l1( ililiL' I iliiiii lili lI i l il1I ► p ee 4N9 INCH 1 3 4 5 9 10 11 W ruwr 12 • NOTE: If the microfilmed document is less clear than this • 'j notice, it is due to the quaiity of the original document. ... OE 6Z se t,z 97 5z 47Z CZ zz re OZ is a� a s� s� 471 CI Z1. • 11 4 6 e e g z t "W p M, . .1 1 1 � 1 c ! I 1 111 1111111.111I1111111l 1111111111111111 111111111111111111111111 11' 111111111 1111111111111111111 11f,...... 11111n1I11IIIl1�I, nr. r;....,„... .... I.. . ...... ........ ..,. � ...i....�..... �... . .. . ; 1 i I I I I I I . I I 1 kr- K4\> &> CITY OF TUKWILA APPROVED FEEW ,1990 SWIM NG 0 10171 i `'"^' RE: STERED 1 NEAL B. KOLBO s A7E Of WASHINGTON PRA:ME & Li OOExL 00. SAPS OFFSET. SEE NOTE 5. FRAME �\ 8. COVER Ei-irVAZ'tOtt_.isccP, PLAyN,, ov RFC/ ELEV. to Z PRQviDE bEceN't1ON a OIL 9C,PANo'ftOIS PER Pt..mAR. 1s N ROUND sOUO CIWER- MARKS D " URA t.)" WITH LOCK( p1Ca t3Ai..''Fi. tsiiE 01M4x:3. 1h 49 01.50 !CMS. elPty SiUPPORT(Tt)) Oe I4 .O90 CsA AE A'+t.` IBO O1� Itvt(Bt dDFi1 2" t N WA%.L Alt MAX. 5' i'I'tVr4CitiC1 SottH 0ivi8 St. Point. STANDM.D 4AiVAhllzaD met. LADDUU /infra. CLRANOUT OATS: SMEAR. 6At'�• 5Bei Qtly. N. `13 KCRS INLET Wed DR PIPES {WWI* f'eLRV PER PLAN . INVERT ELEV. PER PLANS.-- 40, CATCH BASIN TYPE, 2 OIL ROLLU"I° N ICON TRDL DEVICE • NOTES: 1. SHEAR GATE SHALL BE A. SHEAR GATE, CAST IRON BODY AND GATE, OLYMPIC FDY . STD. OR EQUAL OR B. SHEAR GATE ALUMINUM OR CAST IRON. DRA I NAE;E SPEC;AI.TIES (SAVANNAH, GAS) STD. OR EQUAL. 2. GATE SHALL 8F. 8" DIAN. UNLESS OTHERWISE SPECIFIED. 3. BATE SHALL BE -JOINED TO TEE SECTION IIY BOLTING (THROUGH FLANGE) , WELDING, OR OTIIEK SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY NPR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER ANt) ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. FROR -T SHEAR GATE DETAIL No NOTES: I. SEE SURFACE MATER NOT DIV. SULLL�'N "MULTIPLE ORIFICES" EFF. SEPT. 1. 19aa. . Z. PIPE SIZES AND SLOPES: PER PLAN *. 3. OUTLET CAPACITY: NOT LEW. THAW COMBiNED INLETS. 4. METAL PARTS' CORROSION RESISTANT. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT I. E. FRANS • LADDER OR STEPS MOST 911 A. CLEANUUT GATE IS VISIBLE FROM TOP. S. CLIMB -DOWN SPACE IS CLEAR OP RISER AND . CLEANOut GATE. C. FRAME 1S CLEAR OP CURB. A. iP METAL OUTLET PIPE OSSINECTS TO CL1tiSMT CONCRr`E PIPC: OUTLet PIPtI TO NAVE SWOTS 0.0. EQUAL Y0 CONCRETE PIPE 1•D. i.ES3 t /4'. 9. MULTI-ORIFICE ELBOWS KAY EE LOCATED AS SNOW OR ALL ON ONE SiDE OP RISER TO ASSURE LADOI;R CLEARANCE. PLAN V %E V OIL POLLUTION CONTROL DEVICE. TEE TYPE. (FROP -T) KING COUN 1 Y, IDNr. WASHINGTON 5t2.. FLANGED END SP16.Qi' END FROP -T SHEAR GATE DETAIL KING COUNTY, WASHINGTON 2" CLR TYP 2" CLR TYP 2" CLR TYP ..•6 Hors 0 7" centers bottom fore with 1" )11W cover 96" TOP SLAB .5 Bars 0 6" centers bottom face with 1" i4$ over _•4 20" 72" TOP SLAB Bors 0 6" centers bottom face with I" MIN cover 48" & 54" TOP SLAB 1. t2 " MIN' TYPICAL ORIENTATION FOR ACCESS AND STEPS NOTES' 1.Proprietory catch bosin steps a: a acceptable, provided that they conform to Section R, ASTEJ C 478 tAASHTO 14 199) and inert 011 WISIiA requirements. 2.Colch basin step legs shoes be poro8sl or approximately radial at the option of the monllfochs-or, except that ai atop* in any catch basin shalt be similar. Penetration of outer wall by o leg is prohibited. 3.Siob opening may be 24" x 20" or 24" diameter. 4.As on acceptable alternate to rabor, welded wire fabric having a minimum oreo of 0.12 square inches per foot may be otis.11. Welded wire fabric shod comply to /ISTN A 497 (MSHTO tl 221). •6 galvanized deformed rebor CATCH BASIN STEP DROP RUNG CATCH BASIN STEP ,V1 - 24" -•Ii•- I" clearance GRADE RING MIS C. CATCH BASIN DETAILS d -t A Frame 170 Lbs. Grata 1E$ Lbs. Total 7�l11 Lbs. a 3 r1I 1 T U 1 �- - _J -_ _.___ __ ..J 1 ; __ 1 I � _ 1 U- b V4" RAMIE '1:. Gi ION A- A s "I 11 74" center to center •E3 galvanized deformed rebor bar '3 bor (See note 4) ltdxat . tinge! ~`-I 74" R �-•7 galvanized smooth steel PREFABRICATED LADDER MISCELLANEOUS CATCH BASIN DETAILS aMrr -[,l.l MMlwl,7l Ww6001 ile *RAP IWWILOWNIF MOW mope n4rer.IL.ir 08. 1986 STANDARD PLAN 8 -iz , 1 LJ LJ .t:omnhi (1)1A) . GRATE 4" Normal to Bar 1 /a'k. or ( /0 "Chomfer(Typ.) T.�e. • .e: ;gyp I -w 'weans bstwaon 2 rIJN OPTIONAL 9ESt414 FOR keATE OPEkilk/6 EMI APPROXIMATE' rittO1475 Frame 170 Lbs. Grata 1E$ Lbs. Total 7�l11 Lbs. 1 0 I101' Normol ,'•yp) to bar ICI OPTIONA II - OOTTCM VIEW '3 Dor loch corner jt�'�`�•drzY \fie •3 bor each side '41. •3 bar •OCh way Frome and prate (See Stondord Plan for dutallt,) 6' Riser Section 1l' Riser .Sec i ion PrecuSt Bose Section Measurement of the fop Of the boss CATCH BASIN TYPE 1 4&L- . ?O' X %4' 0, 24'dlor•etu'- NNote5t rOtch 8OSTne to be Const:'Jcted In uccor dance with AS1M C !iN (A451110 M 19916 AS IM l 890 unless U1 :1u1 wise ehOwn on pions or meted in the Standar d Soeclf!cations. 66 on acceptable olternote to rebor, storied ,.Ir O fr.•bric /loving O minimum o.'un of 0.12 scoot e iro:ttes •. r foot m0, to used. Selaed wlr a (knw It shall comply to A °,IM A 497 (aASt.TO 1.1 22a. Sir o fobrIc Ghall not Pis pith eel In trio knot:km.15. iho bat tom of the b. trees' bubo section my be rounded. Pt scoot ba5e5 Shall be furnished with cu too ur knockouts. Knockout, shall hove o sail thickness of 2. mint:num. Knock outs nil }' be on Oil 4 sides with nlal lml vn diameter Of 20 Knot bouts moy be 6lihor r ound Or 'O' shape. PIpO t.• be Installed In factor y supDlluJ kelockoues. Knockout o cutout hole size Is equal trr Pipe outer diame tar plus Catch basin wall thickness. The moalmum duet to ".nom inn finished gr ado to the pipe Invert 15 S'-0'. Shy tot,•er- on the Slobs of the (:r'ecast Paso S8ClIOr, and riser S.+CtIOn ShaS nOt e..COnd t/f f t. Catch bosh, frdrne and gr o to :.bun h'1 In occur drnco with Standard c4 eCIfICOtions and meet the Sit enOtt, r orfutrment5 of (oderol Spot;fJcutIan NN•f 521D. Mating 5urfoces finished so assure non-rocking fit. slog be Frump and grate may be Ins tonod will, fiongy down or cost into riser. CATCH BASIN T YPE I •4041, ..,, ,.•, SlANDAI�D PLAN E3 1 f1 ()Me o'd Grote or ping •jr. Cover nl5or or AJJustment Soc1 :-" ! b•idhof d riot 6101. cover Stops and (odder >tj 31 • L 5• to 8. Graft oermlesd os resew. 2 weerrrlg fro+ eerrelttee a OttronehL, shill sore ; V' tottrettok 6r ei* eel nstef 40' INA • 6', 4 roonety wczes tall be embo,isd on toe of yes L.'t.r* M to be recessed V)6" S Sege *7 grate libel be 000d>tlellet eel r/ sow et % Nfarrate A shell boa pees I me o 3/r', 1/8. w $. Tally cost elm n. woe. Aa.nto e B Oen be o mod* u d arrow oudlfia a ►T" &ECM, Doman e4* (See Section E -Al b MWerla s 1n Swart so* fft Wow 9 a4 3letewe Spill catk ll Bitten 'METAL FRIAC APIO aRATF MR CATCH BASIN OR OB.ETS' 7 'AatriS deed fa Grab thdl ba tfic%r'alsd by wee blahs 'O f(Ovabenkr.CS"iC4fst9IM roar Mt.. .-.- METAL FRAM AND GRATE FOR CATCH BASIN 1.J© �.. 1 "1"I tom► METAL FRAME AND GRATE FOR CATCH BASIN AND INLET r-74-7-7.---7-7 54.OIA-if' Ralnforcfn4 steel ifnr firncost babe ylth integral riser) O15 SO 7114/trill In OoGh d'reotIOn fc'r 4e'PU p.ly SO 4s onch dlrecNOn far 54' CI4 Irecast bolo with !mew at riser Gravel bockfI fe- oleo Sending. 6' Lei convected depth. ror- precOSt b.Ir9a only. •ror secures cunt In DIOCe Only '0' PING -- I Ie4P•we e.wwr swim emote* le, I1S STAM R1,M a -2 PUMP DISCHARGE SECTION �L•___. Nerim 2/1 Ii�.. G,..a�+(�,,�y.. A 'K� r7, !: r, A r.,i ?.. ._� r:x ?r• ,•r> r r ainr> �: ...a..!, II 111111111111t1I11111111111111111 ±Il111111111.(i'I111111 1 2 3 0 167NS INCH Peecost doge Joint SuDortite coal n7 Pico 1. O•{. Of 3110Of ate precast lose Reinforcing steal (for seperute bale orgy) 0.25 SO Iflil 1 In each sir onion or 4P.' DIA OA SO Nt%r T )n each dl' to. l Ion for 54' (IA pouch Ae6urep!Itn$ Son bear Ina volt.) eq ola 5900 •/f 1 moo CATCH BASIN' TYPE 2 Notes: d:olch Bu51ns to be conslructod In accordance with ASTM C 418 IAASIII0 M I59/ A ASTM C 890 unless otherwise shown on plcu,s or note'! In the Standard Specifications, Hondholds In riser or adjustment section snail hove 3' minimum clnorance. Steps In catch basin shall hove 6' minimum clear- ance. No stops are required when 'B' Is 4' or less. An reinforced cost In place concrete shall bo Class A. Narrrelnf or cod concrete In channel and shelf shag be 01066 C. All precast concroto shod obtain 4000 PSI0 28 days. Precast boson shat be rurnls3hed with Cutouts or knock- outs. Knockouts shot, hove n wall thickness of 2' mtntmum. Knockout or CiJ "out holo size Is equal to pTpe outer dlometor plus catch basin wog thickness. Moximum hole size Is 36' for 48' catch basin. 42' for 54' catch tosln. Minimum d(stonce between holes Is 8'. Frame and grate or ring and cover shot be In occordonce with Standard Spoclilcntions and moot the strength requirmonts of Federal Specification RR -F -6210. Meting Sur- faces shall be finished to assure non - rocking fit. AN bose reinforcing steel shall hove o minimum yield etrength Of 60.000 PSI and be placed In the upper holf of the babe with r minimum cleor once. The bottom of tho precast Catch Basin may be rounded. For details showing frame and rote , ring and cover sea Standard Plan 'Metal Irons and Grote for Catch Basin and Hilo t'. For details Showing ladder. stops, handrail and top slob se's Stonderd pion 'Miscellaneous Catch Basta Details'. Frame and groto olny be Installed with flange down or cost Into riser. CATCH BASIN TYPE 2 48' & 54• 1140019•01,40t fire's w w�tsw"rra amen warn". MAXIM thewr.I , wpm .....r. Osawsoar C 1.384 STANDARD PLAN B•'le SECTION A -A LOCK N$ MANHOLE FRAME IicLEi IiIIlil�lii�I�Ijlilll (Ij►filli ►ji {i�I�I��jl ljl(IjIIIII�I "�III�i1I�I HIP I111111111111111111111111111111111111111111 4 5 6 , 1M (tiJ41. PRDM CEP TE1. N•F:ifl S/© N / 1 I ' 4'e vviii---t---„,„--,/,!. BOLT - DOWN DETAIL NOTES' 1 MATERIAL IS CAST IRON ASTM A-445 CLASS SO. a. DRILL AI40 TAP "THREE " -1I NC HOES THRU FRAME IT 12O6 AND 11 iJrr.1" PADt US • 3. SEE SECTION 7.01. K C.R51. LOCKING MANHOLE FRAME XING COUNTY, OWG (("'�� WASHING TO?4 NO '\A i3 9 10 11 ANISE. 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. • 0E: 6e. 8C 12 9Z OZ di? £Z eZ LZ 03 61 91 Lt 9L 5L 4 £L ZL LL 01, 6 8 L 9 s b £ Z 1 "PI () I ` I 1 I j I II'Il�llll Milli: i! il!! 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TOP 'ft-f( MAX. gJ eel t , 3lv Q M94 . , 4ANte MATERJA12L 4 ZIti4E Ats, TANK WaL:Ie.D cR. feowSE.D TO TNNt4C PEX J110tJ 1-id1,4 1 0.i NO _- 14cT1r>'• 1• t.Psa aD.)06TING1 51uW* 7 A%+ (ItrG2'0 TO 2 M.L. )' AtreRtrn.i-Av jD SE b+;t- l)MtAJl�M Ae5Pf-1ALI^ Lot-TEp C'te,irl - rME_h!r $izl NC: FOAM ID y RA'De Gf� L-{ Allele' A+oZ.ED IOb Berrefk. � DETENTION TANK ACCESS DETAIL . �w.....wl PUMP STATION R DIMENSIONS (INCHES) , STATION ,';r A 8 C D F N Q S T U 1+++ OPTIONAL COVER (AL,ST.) 4'� IS -�' IoT , 72 5111 �e;ri'i z AD _a SIP _ r __. ..r r __ ___ Itar r �mrr_ i In .� ..r.u..r CHAO. NOOK V \ 'ice \/ �W EQUALLY ROACCO .141 AnOuk0 1 1 T X • 1 2 --t_ - (Make) v(el Plni •AD NOTE e c. ,hrl. Pert •oRrEP Cu:OE 5AR 9RACKEI 4cCC.Ii /Ludt ) I �� 5t Tldel4 Pe!C tone I s l worm 1•70 x12 MEP (A7SRC! C- 1"\ b ,, . I Ar.CN0e e0.T LDCA.TIOPII MUSY eE htla TO NANtTAsN ! uK TOACScoves, ,u CE PLYtiT CONTROL CENTER ASOVI OR ELL,*Qo ter MALL POLE Ca PE-;ES•AL NOUN'INa SeJeJEC- 0 E•;INiER 3 SPECI",CATtO.+S 61R74N0 EL ?d •f OEPTN or *Et INTERNE: -r- SE BAR 5".- .sE: roll 4Jr9E 1104$ 0“." :: r . 1 r-+ (j C.380. ; 1` NOLOEF e 't Or LQ PAO E_sy you epos .L 2•5AL• PIPE 'WOW RECrt ACTett rwr RrLTST ..�_ ••P MCA rt ...., roll tx3TALLA• L - LOT4Tr tC•,� -VALVE INrt'.EhT - Rs -;I .ASS ,ZS •LAO ;t - CV 7777077.7777177 = 01s ANCHOR SOLr3I2'PAGJEC 0:4 seErAstscpvtt AEIRFpacto contetTE PIPE Dews ow. CITI OF TUKWILA APPROVED FEfi 1 _1990 aLDR VISION i.7 J't011'A:ES ikfOrsiAT1O, 10 Si 0f'.EPHInEO g7 OTHERS. 2. 40.AM6fFEKTS Of PIPING AMl v1.vtS BY CJf4101114 ERGIREER. 3. LOCAMF A1Cw09 WETS OSIRC CLERA !NSW EOSE Or ACCESS MIK Aye CENTER LIRE AS REFERESCE A A.:ESS COYEk 'RfORNATIOR ts; 8E r :7OSO :R THE ACCESSORiES SECTION. Pwsrar t :2Ga t WI rr&7EM L Vf I YfUST NOT PALL stLOS Toe Vr VOLUTE MW "ASE ELEVCYrON >az1G, _ - leNI •tASO'.R. OPENING oIMERSICNI. riegraRe • 71- 11. I S 14, - -ric' 1 c :.A 11.. 1- i FT ; cb•Pr I at...I P@ 14 JNA? r P10 UMRSTATION DETAIL REVISED: t:t%k N. 242,11/01 lO$ NO. e ,'� {tom $MtcT Ht1Mal11 90 OF REVISED: t:t%k N. 242,11/01 lO$ NO. e ,'� {tom $MtcT Ht1Mal11 KEYNOTES: i. I5'-' SANITARY SEWER EASEMENT REC. NO. 8905040544. 7. NON - EXCLUSIVE ACCESS EASEMENT REC. NO. 8905040545. 3. EXISTING HOUSE FOUNDATION TO EE REMOVED AND HOLE 1NFILLED. 4. EXISTING STRUCTURE TO BE REMOVED, ALONG IN/RELATED FOUNDATION SYSTEMS. INFILL HOLES AFTER REMOVAL 5. EXISTING STRUCTURE TO BE REMOVED 13Y OTHERS UNDER SEPARATE CONTRACT. 6. EXISTING CONCRETE SLAB TO ESE REMOVED ALONG WITH RELATED FOUNDATION SYSTEMS. INEILL HOLES AFTER REMOVAL 7. EXISTING POOL TO BE REMOVED ALONG WITH ANY RELATED PIPING, ETC. !NFU- HOLE AFTER REMOVAL 8, EXISTING BOLLARD TO LE REMOVED ALONG W M-1 FOOTING. !NFU- HOLE AFTER REMOVAL, 9. EDGE OF EXISTING PAVEMENT TO BE REMOVED. 10. EXISTING SANITARY MANHOLE TO REMAIN. 11. EXISTING FENCE AND RELATED FOOTINGS, GATES, E TC. TO BE REMOVED. INFILL HOLES AFTER REMOVAL STOCK PILE CHAIN LINK FABRIC IN ROLLS AT LOCATION ON SITE INDICATED BY OWNER. 12. EXISTING FENCE TO BE REMOVED BY OTHERS, UDDER SEPARATE CONTRACT. 13. EXISTING TREE. VERIFY WIT! -1 LANDSCAPE PLANS IF TO REMAIN OR TO EC REMOVED. 14. EXISTING 12" DIA. UNDERGROUND SANITARY SEWER LINE TO REMAIN. 15. EXISTING 8" DIA. UNDERGROUND SANITARY SEWER LINE TO BE ABANDONED. 16. EXISTING FIRE HYDRANT TO REMAIN;. 17. EDGE OF EXISTING PAVEMENT. 18. AREA FOR SEDIMENT TRAP. FIELD VERIFY LOCATION. GRADE INTERCEPTOR DIKE OR SWALE ALONG EASTERN PORTION OF SITE TO DIRECT FLOWS TO TRAP,. Ihl.97,4.l..(.., <y .W 4E406%L..e c ,6N --I- 1, F X7 ta-1° I hates, 19. DISCONNECT & CAP ANY WATER & WASTE PIPING AT THE PROPERTY LINE. 20. THE "GEO ENGINEERS" WILL REMOVE 11-E EXISTING MONITOR WELLS INSTALLED IN THE ENVIRONMENTAL SITE STUDY. EROSION CONTROL NOTES I. CONTRACTOR TO PROVIDE 15' WIDE X 100' X 12" THICK ACCESS PAD OF 4-6 G UARRY SPALLS AT POINT OF ENTRY /EXIT FROM SITE. CONTRACTOR SHALL WASH WHEELS OF VEHICLES EXITING SITE IF MUD IS NOT REMOVED BY ROCK PAD. 2, CONTRACTOR SHALL CONSTRUCT EROSION CONTROL SYSTEM PRIOR TO COMPLETION OF CLEARING AND GRADING. 3. CONTRACTOR SHALL CONSTRUCT 2' -6'° SILT FENCE ALONG THE NORTH, SOUTH AND EAST PROPERTY LINES. USE PERMA -TEX 2100 SILT FENCE OR APPROVED EQUAL. SEE INSTALLATION DETAIL. 4. CONSTRUCT SETTLEMENT TRAP PER DETAIL, LOCATE AT NE CORNER OF SITE. 5, INSTALL FILTER FABRIC FENCES SURROUNDING ALL CATCH BASINS WHERE STRUCTURE IS EXPOSED TO RUNOFF FROM NATIVE GROUND, TO PREVENT SEDIMENT FROM ENTERING STRUCTURE. CLEAN -OUT ALL STRUCTURES FOLLOWING INSTALLATION OF PAVEMENT. 6. WI-ERE STRIPPED AREAS ARE TO EXPOSED TO WET WEATHER FOR A PERIOD OF GREATER THAN 30 DAYS, WHERE HEAVY WEAR BY CONSTRUCTION TRAFFIC IS NOT ANTICIPATED, CONTRACTOR SHALL. FERTILIZE, HYDROSEED AND MULCH THESE AREAS. APPLY FERTILIZER PER MANUFACTURES RECOMMENDATIONS..APPLY HYDROSEED MIXTURE AT 120 LBS /ACRE. NAME REDTOP AGROSTIS ALBA) ANNUAL Ft-17E (LOLIUM MULTIFLORUM) CHEW INGS FESQUE (FESTUCA RUBRA COMMUTATA) J M -TOWNA, : Ats R-, HADOW OR }ET"" INi-l{TT! DUTCH CLOVER (TRlFOLIUM REPENS) HYDROSEED MIX PROPORTIONS BY WEIGHT 10% 109 40% 40% PERCENT PERCENT PURITY GERMINATION 92 90 98 97 96 80 90 MULCH QUALITY EER i 60 PER ATES DEPTH OF MATERIAL STANDARDS • SQ. FT. • ACRE APPLICATION HAY OR AIR- DRIED; 75 -100 1.5 LIGHTLY STRAW FREE FROM UNDESIRE- LBS., 2 -3 23T 90- COVER ENTIRE ABLE SEED BALES 120 SURFACE & COARSE (APPROX. BALES (MIN. 2 ") MATERIAL 2 "THICK) '7. WI-ERE AREAS THAT ARE SEEDED BETWEEN NOV, 1 TO MARCH 31ST, CLEAR PLASTIC COVERING SHALL BE INSTALLED MEETING WSDOT REQUIREMENT 9- 14.5. INSTALL 10' X 10' ROPE ANCHOR GRID, WITH 12" OVERLAP AT SEAMS. TOE -IN PLASTIC COVERING AT TOP OF SLOPES. 8. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY OWNERS, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT, THAT WILL AGGRAVATE THE SITUATION IN THE FUTURE, MUST CEASE AND THE OWNER /CONTR,ACTOR WILL IMMEDIATELY COMMENCE RESTORATION METHODS. RESTORATION ACTIVITY WILL CONTINUE UNTIL SUCH TIME AS THE AFFECTED PROPERTY OWNER IS SATISIFIED. 9. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE .ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND /OR STORM DRAINAGE SYSTEMS. Fitter Fabric Materiel 60' wide Use staples or we rings to snatch fabric b7 wipe 2' by 2' by 14 Ga. Wire Fabric or equiv. Z' by 4' wood posts, standard or better or equal alternate: Steel fence posts SILT FENCE DETAIL. .. �._.�<rtV_'i.`"2 <+if� �, �✓ ,<rh;z+•?•,•YX.:;w�.k',:.X4'3p4 Filler Fabric Material 2'by2'try 14 Ga. Wore Fabric or equiv. Provide 314' - 1.5• washed gravel badc5li in trench and on bath sides .of filler fence fabric on the sure oe 2' by 4' wood post Alt: Steel fence posts 9 Lr) E P'4 0";./ 01'..&// Ne tfAs 1 SITE RECAP SITE CONTAINS 103,833 S.F. OR 2.384 ACRES. 2. EASEMENTS ON PROPERTY: A. REC. NO. 337825 PIPELINE RIGHT --OF -WAY OVER EXISTING WATER PIPES Wf1H PRIVILEGE OF GOING UPON THE LAND FOR PURPOSE OF INSPECTING AND REPAIRING SAID PIPES (1905). LOCATION IND ETERM !NATE. B. REC. NO. 8905040544 SANITARY SEWER EASEMENT 15'-0" IN WD1H. C. REC. NO. 8905040545 NON EXCLUSIVE ACCESS EASEMENT. 3. ELEVATION DATUM: N.G.S. BRASS DISK S249 RESET 1984 ELEV. 18.73 IN N.W. CORNER OF N.W. ETON. PAD, POWER TOWER SOUTH OF 1 405, EAST OF RAILROAD, NORTH OF LONGACRES PARKING LOT. 4. SITE BENCH CHISELED SQUARE SOUTHEAST CORNER CONCRETE PAD ON WEST SIDE RENTON AUCTION, ELEV. 17.75. 5. SITE BENCH NORTH RIM MON. CASE AT INT. OF CENTERLINES NELSON PLACE MD SOUTH 1581H STREET, Ell_EV. 17.63. SYMBOL LEGEND +odr11111aesnsr e e aa1laol.r:ea1 SOLID LINE INDICATE EXISTING CONTOUR ELEVATION PROPERTY LINE EDGE OF EXISTING STRUCTURE, PAVEMENT, ETC. KEYNOTE. REFER TO DESCRIPTION OF ITEM ON LEFT HAND SIDE OF THIS SHEET. 0 itt VACATE!) NELS Dike Material compacted 90% Standard Proctor C ?� t a• min. HDT MAIN LEVE E . 24.33' 21� • • • • et • • • • • • • • • • we TEMPORARY INTERCEPTOR DIKES /2ERMS 121'd, \ '21.0,4 �.�� .1 .21. <%I ) • 224_27 22. (ova' `.i. Q = 4.5 a• It., 1•t",2.'!. • `C')T }} I.e, i�. - t-11" 7 '? 66RANDS "77t7 pr' \INt 'r"e=s ,c„T M11.4, 1. t 'o/% a 12 4.. 44 T rtle I.5'.Set/.i.cgt Shn g4 CROSS SECTION NO SCALE T -`•� "457. , :::::;;.....,...;,•*•17 G°�` 1.5' Sedinvcnt S/lr■_va •• ��,,.. •a.%4r 2' Scrahy Ger./d g -- f . nom •r- Z-4" aor-e 1' PcpK, al- W- i • Waved ;mw-I sEoniusl T TRAP OUTLET NO SCALE s412.71:141 1' - 14' 4nwel lbie: Mu be a** r�ytnva/ rest oriy burl 'berm f,_tFrr� c S. 156TH TI�1 EET i . 4, b® N • . Ge7H T uc I UN 's - p .;-i} b' gig. Wiatk 1 I • S-, 104* I! =6 -"' r".44"' 1 Cam.! I I '4'�)z5 a) PU d1 F ;-t THIS IS A COMPOSITE PRINT OF SPRIEETS C.1 & C2 SHOWING PROPOSED TOPOGRAPHY ,, EROSION CONTROL FENCES SEDIMENT POND a DISCHARGE SYSTEM. SEDIMENT TRAP Sic, \1--a t Gib ' 11fi: a:"•- ^ =1 ✓�; 4- EXISTING SITE .CONDITIONS, DEMOLITION Si EROSION CONTROL. PLAN .,. . ., t .Y:.�.. •.: ._... .. ... �;.. .... •�. :.', -. ..: �. �t.. 'f. !n '.'"� ti.f�•.~ ESL /',f f t {. ��� f£.I:V✓ TA .�° Y' >-p 1111111111111111 1111111111111 11111111111[41J.01111 T11111111111,11111 1 1111 1,11111111j11111 1111 ; 111111 111111111 111 ,111111111111111111111111111111 O 10THSIHGH 1 2 3 4 5 6 7 8 9 NOTE: If the microfilmed document is lens clear notice, it is due to the quality of the original O£ 6? 8e LZ 9Z 5Z 47Z CZ ZZ lZ 0? 6l 8L LL 91 91 471 CI Zl u I t 1 I I I 11111�1111111l1111!!101.111. 1111111! 101111111 ll!11!1111 illil!IlI!!! Wi ll iIIII!!! 111111!iIAlllill!IIIIIIIIII!_.0 1111!!! ! it !idijilli1111!11h111111!!10!1! !1! 1 Iii 11 I ;._. . -" ! ig rr; ! ! !1r i �IIIII�II I.I than this document, 01. 6 9 !i�!!!iI!IIIIIIIIII III!IIlII!Illilill 11111111111111111111111111111111111111 . 10 1 i1 144DE IN GERIIAMY 12 • 9 G 4 £ Z l ww 0 I 111111111 II 1 1!I111111�1! {Ell {ilil!Ililllllllll� • C TY OF TUKWILA APPROVED FEB P90 BUILDIN DIVISION EAT, ! LBO SUM OF WASHINGTON 32s !4 0 F STAKES A'f`15ir" 01.1*I0 40118 STAIN 00 NOr PEN4ETRAte 11O40T BALL Min , P F1pQt�u1 MOM) 0 TREE TIES/ uzoER NOSE WI 12 GAUGE At.v. w zslisizmsz U`(�F51geOTTOAA OF WPE SAIWET. MOVE IIUl11.AP TWiINE FROM TOP OF BALL AFTER $TAXI . SAN 1 t/4' tNDPO tTH U 4 j' m BARK ItLtct4 CIRCLE iN TURF AREAS BACJ(T`ILL Soo. MDITURE AS $1'iEt it Eo SCA11SFY WALLS AND SOTTCM !}F- ANTINO P!1' ! i DETAIL • SHIM" PLANTING SIMILAR NOTES . 1. 111 STOCK MT DE SMOSTIIOTIO MITI COI/TAMS STOCI 01 IObAL MAAOE. t. sTOCE MAT if MISTIMED MITI ill+ STKCI OF [OMAI. WOE. S. PLAIT UAT[e1Al SSW. cousela VtDI ANDOICAM STAMDA&O FOA *MINT flint. ANSi 00.1. IIDO EOfTIoN. 4. ALL TREES SMALL OE SAAICNRO. S. MCI ALL 11.4111146 Plys MITI 2' MIS. LATSO Of sPicir6Ee Auto :. O. +9 THE (PINT 0/ A CISCAEPAICT MUSLIM ISIS MATAAIAI LISTII6 ADO THE ORAw1110. TN( DAaYIM6S 3MAll iOIEtI TNS MAO SPECIIS AMO OOANTITi[S 7. Is Tot EVENT Or ONESfION ON SAC( OY CLA*ITT ON OiANIRSS. LANDSCAPE CONTAACTOt Is TO CALL IAMOSCAPY AACII1[CT 'um ►nOCEIeIMC. •. LAMOSCAPS COMTAACTOI Is to SOTIP! LA$PSCAt( AACuITECT MIDI TO INSTAL- Of PiArr *Attain . tio041 .Z0 51 ./O/ //y 5 /t3 Yc. kit -,'r / 8.. OZ. 24- FGA,FKS Palot/1/ /A • APPROXIMATE LANDSCAPE AREAS: PLANTING AREA: TURF AREA: ' L//'/ /QL// 001100 I 0141° eto M 0 8,450 SO.FT. 20,550 SO.FT. n PLANT MATERIALS LISTING: Abies lasiocarpa Alpine sir Amer circinatum Vine Maple knot pslmatum 'Sanqu Wu' Coral Bark Japanese Maple Acar ri. rum 'Armstrong' Arratronq Red Maple setula jacquemontii Jacquesontii Birch Cornus florida Flowering Dogwood Liquidawbsr styraclflua American Swetqur Pinus contorts Shore Pine arn4!BS + CgL_'!s PladltoeNPLet Azalea Evergreen Varieties !Nino Crimson Derberis thunbergii 'Rosy Glow' Posy Glow Barberry Euonymus japonica 'Silver zing* Silver King Euonymus .Tuniperus virginiana 'Manhattan Blue' Manhattan Blue Juniper >Iandina domestics 'Coapscta' Heavenly Bamboo Photinia fraAeri Prayer's Photinia Prunus lauroceraeus 'Otto Luyksn' Otto Luyksn Laurel Rhododendron varieties: Jean e4+rie de Montague Unique Viburnum davidii David Viburnum GRl1S.MDCOVER Hypericum calycinum St. Johns-wort Vince minor Periwinkle kIo-IWM� KINNtp Veletegeeelei ,•C. /` -1P ca 0 �Hv�r P //Y : w 4 ui E scar/ Yr7u ' //1-1/14. GOLc' A o. iie,1: pwwSE MAPLE AIL Ary/!L/A(. GOLCF G.A AP Qu*rITlr, 6 S 7 5 21 6 1 33 it 19 46 124 28 6 9 64 7 15 14 pe4' 2 -3' 8 -10' 5 -0' 2''Ca1. 2" Cal. 2" Cal. 2° Cal. 6 -8' site em' 1 Gal. 1 Gal. . 5 Gal. 2 Gal. 5 Gal. 5 Gal. 18 -24" 18 -24" 15 -19' 175 1 Gal. 263 50 AT • AL-P/f11 E //Q 1 Gal. ' 1 Gal. peeve, coaorezoss mum B&B B&B Bia 3 sego Min. B&B B &B Bia B&B B&B B&B e >a� Can 10 -12" Can 12 -15' Can 18-24' Can Can 18 -I4' Can 18 -24• a'8 B&B 8i8 Can 12 -15' Can 12 -15' Spread Can 12 -15' Spread ' ai OG. /8 " C. /8 L n/- /C)5CAPe' ,Esc /r - rYi 2 > 4, e ?tit -At C OAR e" Tp /U • 5 e'0 /5- J/Y /C, l /e ,e //c /pc. -Lee / 1 /..M ece•'/ • .1(/ / /!/ • r r/ //VC - C,e//y50/1 A?_A L rr"A -TTU L Y",'EP/ L�lL,GE'EL / Al-P//-/E F/2 /E /1 'D .C' a c i/ e /iy /TE - FL. ome/E.`4 // /<e ,DOcVW OGC7 aciituu /E 9 MHO c +E'er 15c7/ / A z..n LE.4 10 3T. 10d/y, oier oTTfa L.LYIeE/y /8" O. C. L.•'�L1R�L 1 ✓//1.8- MA F/ E 35 /4)Z.ASg•e-5 PVvT/N /.n /4'5 ,gr 4/04N.5 ss.,e- mA - 5/Jog 32 ..e1/4.9f-K/c.Arf :.:✓./w:Er c //y Twee •, /t3" O. G. .16.44-/ p./.a e/� XNOp0fee of /7,'aty J,L.CZ 1J / •- /c?1YT // ee /`7f ielee7 7M4 N /3L L/ JtJ /,I /f• Ep. l- ✓ / /5r1,C7`l ///`7 /11N0 :: f /M S o/ A Z-A L AA ._.._. Gr'/7PAGi' / /EA ✓t. :'/YLY' ,kri %,o0 (j f Cdr J/, )e ) • .,:fa.: ,:..• Se 156th STREET SEEDED LAWN SPECIFICATIONS Remove from all seeded areas, stones (1 -inch and larger), concrete, asphalt, rubbish, debris and any other materials harmful to plant life. WEED ERADICATIOR1 AND CONTROL: A. Spray as required to eradicate all existing grasses, noxious weed growth and roots. Schedule applications (2 required) to enable effective kill prior to subsequent work. Submit program for approval. B. Kill achieved by working soil is Lot permissible. SOl_4. P 1 1,.. TI0N: A. Soil preparation to take place after kill of existing vegetation. B. Thoroughly mix and pulverize the following proportions of materials to a minimum depth of 6- inches white in a most condition: 6 inches Existing Topsoil 3 inches Textural Sdil Amendment S0 lbs. Dolomite Line /1,000 sq. ft. 30 lbs. Fertilizer /1,000 ace ft. - inorganic 16- 16 -16 -5 • SEED BED PREPARATION: Immediately prior to sowing seed, bring soil to an even, smooth finish grade. Roll as required to establish a firm, lightly convected seed bed free of high or low spots. Reiuest inspection of final, grade for approval by Landscape Architect prior to commencing Alogeg operation. SEEDING: A. After approval of seed bed, drill specified seed mix at the rate of 7 lbs. per 1,000 sq. ft. 30i. Ensylva Creeping Red Fescue 70% Elka Perennial Ryegrass B. Submit tags with 'Record Drawings'. ,1 MTEN.ANCE : A. Protect and atair:tain each area by watering, mowing, re- seeding and weeding for a minimum of 60 days after acceptance by the Owner or his representative: Establish a thick, weed free, uniform stand of grass. B. Mow grass at 1 1/2 inches in height when it attains a height of 2 inches. Remove grass clippings and dispose of off site. C. Over -seed any areas that did not germinate during establishment period. 0. Top -dress with ammonium sulfate at a rate of 5 lbs/1,000 sq. ft. 30 days after seeding a:td agai6 at end of maintenance period. 111111111111111/1111 I I I I I I I I I! :LEI' IjIiil i l i I i l i i I I I I I I f a 1 l i l l i L i l 1 r! Ivl l r1fa..I I IInl fl1I I If 0 16 MS INCH 1 2 6 3 4 5 7 8 9 4.• NOTE: If if the microfilmed document is less clear than this notice, it is due to the quality of the originals document. oc 6z 86 LZ 9Z 93 173 ec zz 13 6t 81 LI 91 St •/t Cl zl It l l l l l l I ,I I! I i li �i li I ��► • lIII�IIII (III Il +illil �iil' I�III Ili,llil i� +i Illi Ilil II11�1111 i!Il�llil.11!! ! ii i �t (III lili 1111 illliifif i,l �iili /8" O.G. c: /\.. - T>'"? (-L �GVa- 4i- ASF cis RePe /4c0) Ty cog(re; ° v� / O AS PO 01. 6 8 L 9 S v E 3 t Irw 0 i� iii, n�iiili, IIi. �iiiiii�ii�i�liiii! i�ll�sll�I�Iln�lllli, �inllilll�nillnllilllll !InlIIrIIIII�f1lllin!I / LANDSCAPE SPECIFICATIONS • LANDSCAPE CONTRACTOR The Landscape Contractor must have an Washington Landscape Contractor's license and be bonded in the State of Washington. SCOPE Furnish labor, materials, equipment' and supervisift necessary to com- plete all work shown on the Drawings and in the Specifications. GUARANTEE AND REP f.XCS i't Guarantee all plant material after final acceptance for duration of one full growing season or one year, whichever is longer. Replace plant materiat not surviving or in poor condition; except only loss or damage due to freezing, vandalism or acts and neglects on the part of others. GRADES Final rough grade will be established by the General Contractor, fine finish erade by Landscape Contractor. cm ; TOPSOIL _ea a Landscape Contractor to verify with Owner and General Contractor who is ..i o e responsible for installing the topsoil from on -site stockpile. Required quantity can be determined from figures given: 6" of topsoil for turf areas and 9" of topsoil for planting areas (these are minimums). Existing on -site materials be used. Imported topsoil to be representative of the area, fertile, friable, free from roots, noxious weeds, sticks, clods, stones, gravel, or other foreign matter. Planti And turf areas to have a minimum 6 -9" crown to allow for proper drainage. FERTILIZERS A. General: Approved brands sleeting requirements of applicable state fertilizer laws. Unifozm in composition, dry and free flowing. Deliver to the site in original unopened containers, each bearing manufacturer's guaranteed analysis. B. Commercial Mix 'A' 53% Slow Release Nirtogen, ,Inorganic 10 -6 -4. Webfoot 10 -15 -10 Slow Release r 7 0) on C) C. Commercial Mix 'B' F. Dolomite Lime TEXTURAL SOIL AMENDMENTS Garden Care Compost, as provided by North American Soils, Inc., Portland, Oregon 97203. (503)285 -5125 TREE GUYING AND STAKING MATERIALS Refer to detail on Drawings. MULCH MATERIALS Free from noxious weed seed and all foreign material harmful to plant life. Hemlock or fir, coarse grind. Submit samples for approval. EXECUTION Remove stones, mortar, concrete, rubbish, debris and any material harmful to plant life from all planting areas. SOIL PREPARATION 'ND PLANTING TREES, SHRUBS AND GROUNDCOV2R Include the following proportions of material evenly mixed into existing soils excavated for each plant: per cubic yard: Textural Soil Amendment Commercial Mix 'A' Fertilizer 1/3 cu. yd. 1/2 lbs. PLANTING TREES AND SHRUBS Plant upright and face to give best appearance or relationship to plant and structures. Landscape Contractor to notify Landscape Architect when layout of plant material is underway. A. All planting holes shall be excavated twice the size of the tree, shrub or groundcover root ball or root system. B. Loosen and remove twine binding and burlap from around top of each ball. C: Cut off cleanly all broken or frayed roots. D. Place and compact backfill toil mixture car,.f.,1ly to avoid injury to roots, fill all voids. E. When planting hole in three - fourths filmed, spread evenly around outer circumference of planting cavity (Commercial Mix 'E') . 1. All one - gallon containers: 1 Teaspoon 2. All two- gallon containers: 1 Tablespoon 3. All three to five- gallon containers: 2 Tablespoons 4. All evergreen or deciduous trees: 2 Lbs. for each caliper inch measured 4- inches above top of root ball. P. When hole is nearly filled, completely soak and allow water to soak away. Fill holes to finish grade and prepare for other work indicated. initial watering -in of trees and shrubs by the irrigation system not permitted. PLANTING BED GRADES Grades and slopes in accordance with rough - finish grades established by others plus increase resulting from addition of bark mulch in all planting bed areas. Grade to 3- inches below bordering paving, curbs, walls, etc., before application of mulch. USE OF HERBICIDES Applications of herbicides to all planting areas should be done prior to mulching - according to manufacturer's recommendations, for weed control. MULCHING OF PLANTING BEDS Mulch shrub planting beds with 2 inch min. layer of specified bark within 2 days after planting. Cover entire planting bed, apply evenly. MAINTENANCE Begin maintenance immediately after each shrub and tree are planted. Protect and maintain plantings for a period of 60 days after acceptance. Be responsible for the following work items during 60 -day maintenance period. Water, weed, cultivate, maintain mulch depth as specified., re- set plants to proper grade or upright position, and do any other 7. i ma llCt:Ci7 bCt J. y 1►VLA ,.es.o. SOD LAWN PECIFICATIONS GENERAL: Remove from all sod areas, stones (1 -inch and larger), concrete, asphalt, rubbish, debris and any other materials haritful to plant life. ma ERADICATION AND CONTROL: A. Spray as required to eradicate all existing grasses, noxious weed growth and roots. Schedule applications (2 required) to enable effective kill prior to subsequent work. Submit program for approval. B. Kill achieved by working soil is not permissible. A. Blend of 507E Fine leafed Perennial Ryegrass, 45% Improved Bluegrass and 5: hard Eeecue.' B. Sod shall be weed free and pest free. It shall be Bentgrass free and contain no more than 1% of other grasses, none of which shall be coarse textured grass. C. Sod shall be one year old minimum, healthy, thick, even Stand of grass. S IL PREPARATION: A. Soil preparation to take place after kill of existing vegetation. B. Thoroughly Mix and pulverize the following proportions of materials to a minimum depth of 6- inches while in a maoist condition: 6 inches Existing Topsoil 50 lbs. Dolomite Lime /1,000 sq. ft. 30 lbs. Fertilizer /1,000 sq. ft. - inorganic 16- 16 -16 -5 IN BED Pi4EPAP.ATION: Ilmlediately prior to laying sod bring to an even, smooth finish grade. Roll as required to establish a firm, evenly compacted sod bed free of high or low spots. Scarify surface to depth of 3/8 ", establish a friable fine textured sod bed. Roost inspection of final grade for approval ka Landscape Architect prior to cos gaaminq sod klacement. PLAC I1i6 SOD: Place and handle in accordance with standard and accepted practice as approved by Landscape Architect. Stagger joints and butt edges tightly. On any slopes, the sod shall run perpendicular to the slope. Roll lawn with a light roller diagonally, leveling irregularities and sealing joints. MAINTENANCE: A. Immediately after placing sod top -dress with ammonium sulfate at the rate of 5 ibs /1,000 sq. ft. Water thoroughly to wet the soli several inches beneath the sod immediately after placing sod. 8. Protect and maintain by watering, sawing, re- sodding and weeding for a minimum of 60 days after acceptance by the- Owner or his representative. C. Mow grass at 1 1/2 inches in height been it attains a height of 2 inches. Remove grass clippings and dispose of off site. O. Top -dress with aammonium sulfate at a rate of 5 lbs /1,000 sq. ft. 30 days after seeding and again at end of maintenance period. CiTY OF TOMO APPROVED FE : 1990 rt AA/ AO BUILDING DIVISION PLANTING tinal PLAN 24 DRAWM AMR CISECxt?D tiSif DATE 9/12188 Jos *O. $SSA# 0 10 20 40 •1 Y 1 • GENERAL KEY CLASS 160 SLEEVES - 2 " -4• -6" AS NOTED - BY GENERAL CONTRACTOR CLASS 200 PVC PIPE - TYPICAL P.O.C. - POINT OF CONNECTXON WITH 2" BALL VALVE ISOLATION VALVES AS NOTED - SAME SIZE AS PIPE 2" DOUBLE -CHECK VALVE 3/4" QUICK- COUPLING VALVE W /LOCKING LID 3/4" MANUAL DRAIN VALVE RAIN BIRD P.E. ELECTRIC VALVES $ CONTROL VALVE NO. El CONTROLLER AS NOTED - RAINBIRD RCM -12 0 HEAD KEY HEAD COMPANY & CAT. NO. b Cb 0 RAINBIRD 12 d O RAINBIRD 15 ab RAINBIRD 15 AL RAINBIRD 15 SST • RAINBIRD 17 SST 4C1 SERIES SERIES VAN SERIES HUNTER P SERIES #7 & #9 NO4.ZLE CONTROL VALVE KEY RADIUS 12 15 15 STRIP STRIP ADJ' G.P.M. .65 --2.6 .93 -3.7 .93 -3.7 1.2 1.7 3.4 -5.5 = P.S.I. 30 30 30 30 30 50 CONTROL VALVE NO. 1s 2s 3s 4t St 6s 7s 8t At 10t G.P.M. CONTROL VALVE SIZE 1.0 1.0 1.5 1.5 1.5 1.0 1.5 1.5 1.5 2.0 NOTES 16 17 51 48 47 17 27 39 40 70 LANDSCAPE CONTRACTOR TO VERIFY W /GENERAL CONTRACTOR ALL SLEEVING UNDER ALL HARD SURFACES. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SLEEVING. SHRUB HEADS IN RB BODIES #1806. TURF HEADS IN R13 BODIES #1804. INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS, AND CURBS. INSTALL PIPING IN SAME TRENCH WHEN POSSIBLE. INSTALL HEADS PERPENDICULAR TO SLOPES OF FINISH GRADE. PLACE TWO (2) VALVES IN SAME VALVE BOX WHEN POSSIBLE. INSTALL HEADS FLUSH WITH TOP OF WALLS, WALKS, AND CURBS. INSTALL HEADS 4" FROM WALLS, WALKS, AND CURBS. PROVIDE OWNER WITH THE FOLLOWING EQUIPMENT, IN ADDITION TO WHAT IS SHOWN ON THE DRAWINGS AND SPECIFIED: TWO (2) VALVE OPERATING KEYS AND VALVE BOX KEYS TWO (2) LOCK CAP KEYS TWO (2) KEYS FOR LOCKING AUTOMATIC CONTROLLER COORS TWO (2) QUICK - COUPLING VALVE KEYS WITH HOSE SWIVEL /7r\i1NC i t- /& 7 /wt../ //-/ 1 1s (v :' -/'c/ i`-' -) N/C o t " "4V / 4 /7w-,N c L n/ I� /C C/1 —/2 /.° (-/ /C /C C_f-9 C. i 1 /\ ("-i.7, /`-9 /'!c> /4),C4 LK. iv-Qi r r,/m= CsoIY/ -/t-c r-/ ©r-/ / •'SOv� /aC-0. r/',> /f?' 7 \L. ^' " C`He"'C"C vi"t L V�- 4 " . C. V.. 7 HO t-1. //'1 %Jt /r-r LOCR /HC-� ---j 1 1 4 IIl 1,r II/ S. 156th STREET • 1111111111111111J1I'I111I1''1 III1!Ii111IItI,Lir II111J f 1iiJIiij►I1ii1► iIIIlII +f III1IiiiiIIIIIIIIII1 11111111111(1 II IIIII!II(1111'1111111 0 1G THS INCH 1 2 ' 3 4 5 6 7 8 NOTE: If the microfilmed document is Less clear than this notice, it is due to the quality of the lrriginal document. 1 111111111111111 1 1111111111111111111 1 11111 1.1111111111. 9 10 11 IN 12 08 6z Be Ljz 9z GIz hz £z zz 1,Z Oz It 8L LL 91 GI hl CI zL IL 01 6 8 L 9 S e Z 1 P4 04 0 11111 !11111,11,II1IIi111111�IIIIIII!! ! 1! II !1!Ilill!illJi�llllllil!�Iiiih ;!h!!l!!!' !ill I III.! Ill;l it IIII ! II ,I�,i.11l I I .!Ili III, ?I II Ili !Ili illi,,IEl�� i1! III !I! IIII ?,IIIIIIIIi!11lli�lllll! 1,l! !!I!!i!1! !; Illllll�l!!lillll�l!Illill!�II! III 1 I h ! • 1! 1111,11! III! IIII 1,i I II!I�IIII r , 7 SF y �1 t . s,>. �h :c r • FINISH GRADE MIN. 2' COIL ON CONTROL WIRE ELECTRIC CONTROL .VALVE.. Vii/ . FLOW CONTROL HANDLE FIBERGLASS BOX W/ LOCKING LID iii4ifit, CONTROL VALVE & BOX DETAIL P.V.G. UNION ON BOTH SIDES OF VALVE MIN. 2 CU. FT. WASHED GRAVEL SUMP FINISH GRADE DOUBLE CHECK VALVE GALV. PIPE & FITTINGS TO P.V.0 ADAPTER & MAIN LINE GALVANIZED UNIONS FIBERGLASS BOX W/ LOCKING LID MIN. 4 CU. FT. WASHED GRAVEL SUMP DCV BACKFLOW PREVENTER DETAIL Z law" Z 05 n SRI Q Q w Ili d � >- a I�! W I 7j tol Cr)ri Immo Lil co to 0 urk 0) N. 0) Zwmc tb O z 0 CO N pammasmasimaximigsrimaige FINISH GRADE PLANTING/TURF HEAD P.V.C. STREET ELL & ELBOW P.Y.G. NIPPLE P.V.C. STREET ELL ADJUSTABLE RISER DETAIL QUICK COUPLING VALVE SIMILAR POLY FLEX RISER DETAIL RECEV CITY of TUKWILA OCT 0 3 1989 Buono cfi gam FINISH GRADE PLANTING /TURF HEAD BARBED ELL FITTING WITH MARLEX ST. ELL POLY FLEX PIPE BARBED ELL FITTING LATERAL LINE CITY OF TUKWILA APPROVED FEB 99 MOUNTING HEIGHT 16-9" PRIMARY 1.0. SIGN SIGN MODEL: P-182 FACE AREA: 182 SO. FT. PRIMARY 1.0, SIGN lRa ricaN4'L 4!J P -15 F.A /4 = 13i DIRECTIONAL SIGN 211911 SINGLE, LINE SCRIP WALL MOUNTED SIGN > E1C3NADE NOTES; 1. ALL LEI Mkt AND SIGNAGE FABRICATION TO BE MADE FROM A FULL SIZE PATTERN FROM A PHOTOGRAPHIC STAT. CONTACT Tt-E HAMPTON INN PROJECT MANAGER TO PROCURE STAT. 2. COORDINATE SIGN I.O•CATIONS AND POWER REQUIREMENTS WflH FI FCTRICAL. 3. ALL SIGNAGE TO BE OWNER FURNISHED FLECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE FOR POWER REQUIRE4ILN i S, SET ELECTRICAL KEYNOTES: 1. 2. 3. DOTTDD LINE INDICATES STANDARD SIZE CAR BUMPER OVERHANG (2' -0"). 4" 411 ®F_ PARKING STALL LINES (4" WIDE) TYT'ICAL. !. de.. � ND HAICAP PARKING SYMBOLS. SEE DETAIL, IIA1.2, � `•i 4. rr -EYNa NQ-r 1.1 (:): `ic, 451-- 5. HANDICAP RAMP. 1 IN Ir MP\x CWM FJNtSI-1. ‘t-55:C. 6. CONCRETE PAVEMENT 24'-fr X 12'-0" WIDE. SEE PAVEMENT SECTION ON SHEET 2. CONCRETE PAVEMENT W /INSET' PAVERS. SIT PLAN VIEW SHEET A2.O. 8. CONCRETE WALKWAY WITH BROOM FINISH. WITH CONTROL JOINTS AT 5'-0" O.C. & EXPANSION JOINTS AT 25' -Cr O.C. SEE DETAILS 5 & b/A l .I . 9. FIRE HYDRANT. SEE MEcH. SITE PLAN, SHEET M I.O. • 10. TRENCH DRAIN, SEE DETAIL 8/A I.1. 11. , CONCRETE STOOP. RAMP UP FROM EDGE OF ASPHALT TO STORAGE FLOOR SLAB. Imo. ! ICs. 4' j°II�' TL ��` ,'TAR ..i �l�J ? F 1ag1' i i i ■ r ■ ti 31TE RECAP SITE CONTAINS APPROX. 103,833 S.F. OR 2.384 ACRES BUILDING - GROUND FLOOR 15,825 S.P. OR 15% OF SITE PAVED SURFACES, SIDEWALKS, ETC. APPROX. 66,475 S.F. OR 64% OF Sr i PARKING SPACES PROVIDED 101 STANDARD SPACES P--r 0 .0`\ " .of 0� f C 155 TOTAi. 4 HANDICAP SPACES 50 COMPACT SPACES ( PARKING SPACES REOUIRED : ONE SPACE FOR EACH GUEST ROOM 155 TOTAL LA IND'SCAPE AREA: APPROX. 21,200 S.F. OR 21% OF SITE .o i- 0 111 b I 7. 1 � � --� ....cc:'T -R 8- 'I r i i r' 7 ty� S -o 7"` -71 ! 1:::)11e., eXTETS l rk, II _31-0 po0000coo90 0 0 0 1 ! �II...I�r =R. 81 - c3 .:23?,n,c 5 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p o 0 0 0 0 0 0 0 0 0.0._00 O o O 0 0_0,0 o a o 0 0 0 0 0 0 0 0 O .0 a g000 0 000 0o t00 0 0 oory o a0—aoo lo OOO co O G 000,0 o 0oo00 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 (j 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0o 00 0 0 0 O o o o o o o U o o o n 0000oo00 0 ao00oi0•o00 00c-0- 0opo000 -o -- oo0 ooQ 0o0000c• on000p " ) Q 0 0 0 0 So 115eTN 57, 0 0 o F II i i 0 0 0 0 0 0 0 0 0 0 0 0 0 f:2 Gam) 0 0 0 0 0 0 o _ I' 47, al , 13 o 0 o 0 0 0 0 0 Q9, O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 REGISTERED �y ARCHITECT /�.4 STATE OF WAS3HAM,ION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 CITY OF TUKWILA APPROVED EEB/t,1990 SITw I!L.AN -;'"4. / , y , ..:r `rr.:.=;.., r '"i .? ..! -:xr• r 'kip' ti. (� j�' �Ill��ljllljl` IjIIIIl�ljllljl�lll�LLtI IIjIIIjllljilijl�ill�ljlll( i�l��l( Ijllljl�Ijlll• jl• Iljl��•{ I! I •litll�IllII.III�lllllil�!!!11` III• III IIJI�I jl�h�jlil±�! II �IIIjI. IIjIIIjIIIjIII�jIII�f�Iljl�lj! 0 16TH$INCH 1 2 3 4 1 1 5 6 ? 8 9 10 11 woe 1GCRM,m 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0£ 63 Be Lz 9z Gz 47-e cz ze tz 0? 61 91 1.1 91 GI +it el zL a Ol 6 e Z.. 9 ; "17 e E Pori 0 II {II!!111111111111il!!11 11111111!11 1111! 1! li!! Illllli!i!illlll!1,1lill!!ili�l! III ";! III! I! I(! I!! III�IIIi !!l!II!Ill�lli!�!IIl�!I! 1111!! �Illil! lil�illll! ill�illillllli !Illii!il�llli�IlU�ll!I�IIi!� ' �II'� I I I I I I► I lip ' J �' ^ !!! I�lill� :J�lliilill.Ill,.I1I1!,I.1 11„ ItIIIIIIIIII�II�tlllllliliillll !�iill� -- -- --�:� aU DI \'\ GRAPHIC SCALE POOL GATE DETAIL 44 34g--:=1Levli 2x5 1/2" PRE--FINISH ALUM.TOP RAIL, /PICKETS 6" 0.0., SEE DET. 4"x4"PRE-F1N,ALUM.POST. SP1 261 GATE LATCH AS MFG'D BY STANLEY HARDWARE OR APPROVED EQUAL ••■ 1 1 1 1 1 I 2-2060 FULL MORTISE STL. SPRING HINGES AS MFG'D BY STANLEY HARDWARE.SECURE TO 6"x1/4"STL.It REINF, INSIDE STILE 1 -5/8 SQ. SIDE STILE -1 1/4" PICKETS 6"0.C. FENCE 4 / CONST.SEE DET. 1 5/8" X PRE-FIN. ALUM. BOTTOM RAIL 3" X 3" X 1" X 1/4" STL. < REINF. I AT EA. CORNER I I REINF. CONC POOL DECK 12"b CONC. POST HOLE co L- 0 L\ 0 Co HOLLOW METAL DOOR 24'-8" 8" 8'-0" 1 51-4" 14'-8" -8" %REIN. CONC. BLK. WALL w/ExT. FIN. SYSTEM ON EXT. FACES ONLY STORAGE -SEALED CONC. FLOOR --I r-METAL I THRESHOLD . . . o 0 0. LN NN 1 2'-0"Xl 21-0" CLEAR/_y \--AREA MINIMUM ,' \R. t ' I , // 1 CI •Id15 4 r'_:1 12ALEA0F/1RA, % Q\ :0 RDT.,(01.0.13 L.L., t.i._ ci_ . 9 c‘ , , , , v) a L ... .. _I /- z L.L.1 1 0 / \ ' DOWNSPOUT unammoinill 116) 3;-4" M.O. 4'-6" 141-8" • 0 _ 1 N. -REINFORCED MASONRY PIERS 6" DIAMETER STEEL PIPE BOLLARDS FILLED 'MTH CONCRETE. SEE DETAIL EXT. FINISH SYSTEM, -REINFORCED MASONRY PIERS W INirc? WALL- STEEL GATE POST EACH SIDE t T—TURN SLAB EDGE DOWN CONCRETE SLAB WITH REINFORCING 6"MIN. EXT. STOR./REFUSE RECEPT. SCRN• PLAN 0 111 III 11 11 1 111 CONT.REGLET @ ROOF FOR COUNTER FLASHING WATER TIGHT STANDING SEAM MET. ROOF TO MATCH BLDG. ROOF ON 30 LB. FELTS OVER EXT. GRADE PLYWOOD 8'-0' 8 CMU 'U' BLK. 8" CMU REINF. W/ TRUSS TYPE REINFORCING. ..4,41.61101-t' TURN SLAB EDGE DOWN. ;41 im. TREATED WD. BLKG. TOP OF U` BLK. AS REQ'D. GALV. GUTTER 14'-8 & DOWNSPOUT -8"* CONC. 'U BLOCK EXPA ION J NT w/S LAN T. I!1 Ili 111! MU I1. 4" CONCRETE SLAB WITH 6.,4ptiV1.4.%4Wi REINFORCING owir. firt0Re/FIEFUSIE RECEPT. SCRN.SECTION e-64.4,e..1-4411=1.LeA ` .11•••■••••••Wileme EXTERIOR FINISH SYSTEM - OVER TOP OF BLOCK w/ 1/2" WASH FOR DRAINAGE. EXTERIOR FINISH SYSTEM. 6" DIAMETER STL. PIPE CONC. - FILLED BOLLARDS-PAINTED SEE DETAIL /24 Ce7Nr- F-P?".4 ti/6 `4'1" ( e)* 4 A:7 13i1 ne;1 4,4 yeE4;17 -Pq■11:4.54Zr7 1,1 PG FILL • w/corsefes-re frAw-tr.egebGeso FIFE -4:7;44qa4 r gait3E—EiCiLLARD DETAIL PPE 3 :s,aSE (le* ,41461. riePtrkstt e)F- PIPE reLCW 0i2AIDE 'w/(Q) awagli; Aisfswka- EMULSION , *NOTE ALL RAIL COMPONENTS, TO BE BRONZE,FACTORyeEP ' PAINTED FINISH CONT. 1" x 4" REDWD. STRIP w/ 3/4" EXPAN. BD. IN JOINT • REINF.CONC. SIDEWALK CC) 3 3/4" /2X 5 1/2" ALUM. / HANDRAIL 1 1/4" x 1/2" ALUM. PICKETS @ 6" 0.C.* 1 5/8" SQ.ALUM. POST @ 6'- 0" O.C.* 1 5/8" SQ. ALUM. BOTTOM RAIL* REINF. CONC. POOL DECK W/ LIGHT EROOM FINISH —N- POOL RAIL DETA' 4/411= f) 100' 111111861111111111 1 MLR 11ItriliU1Hi4sJ1l,I,j1ii 11 1 1111111111i1(11111.114.piy4ulmiliivt 11111 liti kiljtit4 IH tom liNaust ;1 .NC..,F.L.:.e-;-,.4448. \N/6,A6p \Iv W1.4- ww_ (e;r1..crz)e. sN1KE C;F:C-.!F W j:>5 D.c44\(H POOL HQU PLAN f*C.44....1....5 1 1/4 11... e, 1■•■•••■•••■•■••••.■••••■■•■, 6" STEEL GATE POST - PAINTED. L 1 VIC; DIAGONAL BRACING 4r. r"AANt.s1 E WESTERN RED CEDAR RA\t-ir Or' LOCKABLE HASP DROP ROD, 1" DIAMETER X 2'-O" LONG WITH 90 BEND EXT. STDR./REFUSE RECEPT. SCRN. ELEV. 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ENCLOSURE PEN 1/411= .1.Le,11 1x4 REDWOOD DIVIDER ix—X X AO 6x6/w1.4xw1.4 WIRE MESH POOL DECK DETAIL -4"CONC.POOL. DECK 1 SLAB w/LIGHT ' BROOM FINISH J 7 .■■•■•••■••••••••••••■............MA.D...0■411.1 . Nt=s- fa' C472-4147,04C7C4r4. CONT. BEAD OF SEALANT w/ BACKER ROD OVER PRE-- MOULDED EXP. JT. 1 V v,1 F-r--022! 1/2 CONT. BEAD OF SEALANT IV BACKER ROD POOL COPING DETAIL CURB ElsoriboL q¼.__.: F,Ni6H NI.4"4 4.1 4 4 Ccavir9Srel fttit.ckee it•Vi•tcvse —10P -11 PiUz v.c:Le-i1 cfg _.,E4,4?t,tjCtieV5c:kt roP"rt-troaq/NeztgaN rtff4k eratto=5) trvPipAL.o§RECTION ARROW 1,42,1 13. tl..V .1■I 4 •(W.L4- 'r-fvNts=t12 SIDEWALK EDGE DETAIL IIl 11-0° - 4" CONC. 'N/ /31Re:C.N01 rwIN; GROUT BED - POOL WALL. DETAIL BY POOL SUB-CONTRACTOR crScr III 1111i1111111111111111111111111111111111I1111111111 9 , 11 1tA01.4.00,00, 12 e 6Z se 12 9Z GZ VZ CZ ZZ 13 0? 6i el LL 91 Sl Vi el al U 01, 6 9 1. 9 S C 1 hri 0 I II 11 I 11111 IIII rdMINIU I I 1 I I I I I I I I I I I I 1.1 I I I 1[1 I I I 1 'Hill I I I I I I I I-1 I ILIIIIIH111111 SEALANT --1/2" PRE-P / EXPANSION GUI / JOINT MATERIAL @' 25 O.C. MAX. CITY OF TUKWILA APPROVED FEB 1.1990 VISION — CCit-4C CON'Ifx1 'R/E±. . :FILL W/ Sr-i 8 6)44_4., < I .4t VNI I*2.4 re, EXPANSION JOINT DETAIL REGWERED ARCHITECT Y- Z.bee'41 -NEAL B. KOLBO STATE OF WASHINGTON titECKfrD: JO* NO.: =-2.12212„. .1.1u1. 1/ fl ./ 1 1 / 1 / / / / t/I _—___--..... DROP ROD, 1" DIAMETER X 2'-O" LONG WITH 90 BEND EXT. STDR./REFUSE RECEPT. SCRN. ELEV. 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SEE DETAILS 5 & 6 /A1.1. 2. LANDSCAPED AREA SEE CiVIL. FOR GRADING & DRAINAGE & LANDSCAPING FOR FINISH WORK 3. CONCRETE Wf-EELO -IAIR RAMP TO PAVING TO MEET STATE HANDICAPPED ACCESS REQ ;'.EMENTS. 4. "E & PARKING PAVING SEE- CIViL FOR DETAILS & GRADING. 5, CE ALUMINUM RAILING 6'-0" HIGH. 6. . _. CE ALUMINUM GATE 3'--0” !,WIDE BY 6'-0" HIGH WITH MATCHING LATCH HASP & 3 SPRING HINGES. SEE DETAIL 15/A1.1. 7. CONCRETE POOL DECK LIGHT BROOM FINISH 4" THICK WiTH 13 BARS AT 16" ON CENTER BOTH WAYS. PROVIDE IX4 REDWOOD DIVIDER STRIPS AT 8'-O" ON CENTER AS SHOWN & AT THE EDGE OF DECK, 8. CURB AT PORTECOCHERE ISLAND - SEE CIVIL. 9. PORTECOCHERE COLUMN WiTH ROOF DRAiN EXTENDED TO FAO OF CURB. i0. LINE OF PORTECOCHERE SOFFIT ABOVE. 1 I, FIRE EXTINGUISHER CABINET - RECESSED WALL MOUNTED TOP AT 60" ABOVE FINISH FLOOR. CABINET FIELD PAINTED TO MATCH VINYL WALL COVERING. 12. METAL SI- LViNG I'-4" WIDE 7'-0" HIGH CONTINUOUS AT ALL WALLS INDICATED, ANCHORED TO WALL AT TOP WITH CLIP ANGLES AND METAL SCREW TO WALL STUDS, OR CONC. STRUCTURE, 13. DRYERS - OWNER PROVIDED. MACHINE WILL BE SET AND FINAL CONNECTION BY CONTRACTOR. 14. WALL CLOSURE TO BE I" OF ROUGH -IN DIMENSION OF DRYERS. PROVIDE I X3 WOOD TRIM PAINTED AT ALL HEAD & JAMBS TO CLOSE OPENING. 15. SERVICE SINK - SEE PLUMBING. 16. WASHING MACHINE - OWNER PROVIDED, CONTRACTOR INSTALLED. MOUNTED ON SEPARATE CONCRETE PAD - SEE STRUCTURAL. 17. Li1EN CHUTE. SEE SECTION 12/A6.1. 18. DRYER EXHAUST - SEE MECHANICAL 19. WASHER TRENCH DRAIN - SEE STRUCTURAL FOR DETAIL. 20. VENDING MACHINES. SEE GEN. NOTE 14. 21. ELEVATOR EQUIPMENT LAYOUT PROVIDED BY APPROVED EQUIPMENT SUPPLIER. 22. FiRE EXTINGUISHER & FIRE VALVE CABINET RECESS WALL MOUNTED TOP AT 60'c ABOVE FiNiSI-,ED FLOOR CABINET FIELD PANTED TO MATCH VINYL WALL COVERING. 23. RAMP - CARPET COVERED - S . E STRUCTURAL FOR SLAB DETAIL. 24. EDGE OF TiLE FLOORING CARPET EDGING BY CARPET SUPPLIER. 25. SECURITY CLOSET FOR SAFE PROVIDE 18" DEEP WOOD SHELVING PAINTED, SPACED AT 12" VERTICALLY STARTING AT 3' -0" ABOVE FINISHED FLOOR TO 26. CORNER GUARD PLASTIC 3 "X3 "X48" AT ALL OUTSIDE CORNERS IN CORRIDOR THROUGHOUT FLOOR. SEE DETAIL 11/A7.0. 27. 6" CONC. SLAB W /6X6 W1.4 X W 1.4 W.W.F. REINF. OVER 6" COMP. GRAVEL BASE. 28. I 1 /8 X 4 "X8" BRICK PAVERS INSET IN CONC. SLAB (COLOR AS SELECTED BY OWNER). 29. TRENCH DRAIN, CONTINUOUS. 30. WASHING MACHINE. OWNER FURNISI-ED, OWNER INSTALLED. 31. DOTTED LINE INDICATES EDGE OF FASCIA ABOVE. 32. SEALANT AT EDGE OF FIN. CONC. & ABUTTING GYP. BD. WALL. JOINT SHALL BE SMOOTH AT SURFACE FOR VINYL WALL COVERING APPLICATION. GENERAL NOTES I. DO NOT SCALE DRAWINGS, USE INDICATED DIMENSIONS ONLY. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD BEFORE COMMENCING WITH THE WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND GET RESOLUTION AFORE PROCEEDING. 3. SEE SHEET A0.0 FOR SYMBOL AND MATERIALS ;NDICATIONS. 4. iT IS INTENDED THAT THE FACE OF EVERY CONTINUOUS PARTITION FE FLUSH Wffl-I OFFSETS. CHANGES iN PARTITION THICKNESS SHALL OCCUR AT CORNERS OR OTHER FEATURES WHICH INTERRUPT THE PLANE OF THE PARTITION, FACES OF THE CORRIDOR PARTITIONS AND AT THE CORNERS. 5. ADDITIONAL PLAN INFORMATION IS SHOWN ON ENLARGED PLANS FOR AREAS INDICATED. FOR GUESTROOM DIMENSIONS AND DETAILS, REFER TO THE FOLLOWING ENLARGED PLAN: SEE SHEET A3.I. DOUBLE- DOUBLE KING KING STUDY HANDICAP QUEEN . !'!Mf5C9YilflltQ IMP iQmQ Rio QQitlQ Q' iere• QrISQ• IlQfrrr NMI Acss r son rrre.rrr.•.wa..es SIM MI OUSE N »- .,. -,., NNIS 1_- 1ONI NGINN9MQ.N/1 row r-c'• i 1 P- 110 PL.- :i_4 1E, A2Fi► se. 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I . 1 .. .. . . . .. ..... _ __, . . , - 0 - li I 1 . --;...-:-:'• IN .!'2-.-tIfF4.-"--1 1197 MAIN STREET II BOISE, IDAHC.183702 RI (208) 345-3561 •.-- ... 1 ,.. . ; . 1 1 • . -- t•-•,,, .L _ . ____ ____I .....L. .... ___ __ _ ___. __ ____ . .. . • ....' .... ,„.,.. ...... • >I .—.—._ .... rvzit ...i ,... r r r AtL. i:3 i` +� i.1 P1011 A it l7: tee., •.• 'a1y11curAl^•?.+sd7•°+'ari',ari +, , JO%([S�I //aM�1 0 :Y r:4* r• 8+-T. 1 �K,xs. #4u:,s1e414 P,. c; - KYNO1rE5; �. S tAY APPLIED TEXTURED CEILING. COAT ALL EXPOSED METAL, wmi RUST INHIBITOR AND FLOAT OUT ALL FORM MARKS BEFORE APPLYING TEXTURED COATING. 2. LIGHT FIXTURE - REFER TO ELECTRICAL FOR SCHEDULED FIXTURE TYPE. L.. EXPOSED CONCRETE STRUCTURE (PAWED). 4. SUSPINDED LAY-IN CEILING IN PAWED STEEL GRID. 5. LINEN CPUTE WITH TWO HOUR RATED DRYWALL ENCLOSURE. ENCLOSURE TO COMPLE1ELY SURRA4,-D CHUTE. 6. PAINT ALL EXPOSED L STAIR UCT COMPONENTS. . PURR � CEILING TO 71-0* WIS /8" GYP. ON METAL SUSPENSION ' S► . DRYER COLAUST WrTH TWO HOUR RATS DRYWALL. DILL ENCLOSURE TO COMPLETELY , SURROUND Ve4T AT PENETRATION Th to FLOOR SIAM. 94 TOILET ROOM EXHAUST'' SHAFT WITH TWO HOUR RATED DRYWALL ENCLOSURE., 10. EDGE OF FASCIA & SOFFIT. EXTERIOR FINISH SYSTEM, SYNT TIC PLASTER OVER POLYSTYREM RIGID INSULATION, 3/4" THICK, ADHERED TO CONCRETE WALL.. I I. DRIP GROVE ROUTED INTO POLYSTYRENE INSUt... RUN REINF. MESH CONT. j 12. GYPSUM BOARD CEILING. TAPED, FLOATED & PAINTED. 7+ 3517 .. 'teac'U GENERAL. NOTES: t. TI-E. FIRE ASSET ,.Y RATED WALLS THAT ARE SHOWN ARE CONTINUOUS ARC ALL RATED OPENING$ AND ARE TIGI-TT TO TI- E STRUCTURAL DEEO(; PARTITION TYPES ARE NOTED ON REFLECTED CLG PLANS, WALL ASSE? LES TO MEET THE RATINC NOTED. REFER TO "COPE TO PARTITION TYPES," FOROESC RIPTION OF WALL ASSEMBLIES. 2. THE REFLECTED CEILING PLAN IS TO PROVIDE- KEY RELATIONSHIPS BETWEEN WEEN WALLS AN) CEILING GRID. LIGHTS, GRLLES, FUR -DOWNS AND SCREENS ARE LOCATED FOR POSITION. SPRINKLER LEADS SMOKE DET1 .CTORS, MOVEMENT DETECTORS SPEAKERS, EXIT SIGNS AND ALL ALL OARY CEILING SYSTEMS WILL BE CENTERED IN C L4NC GRID. VERIFY LOCATION WITH LOCAL CODE AUTHORITIES. 4. FOR COMPLETE MECHANICAL AND ELECTRICAL INFORMATION, SEE THOSE SECTIONS OF THE DOCUMENTS. , SUFI Nr7Er> P )UG IC. G'!.."�il...Ityl : T�`'N'IS It Tfr't -L.60. IN Nc E WITH 1.J1E3G sT t 47- Ia. -• . —..rr ••.:s.,. rv- �n+. ww�wrN. icu�ar ...,a.rv.e���e�s..K.wr>uys�°x': 1rAa.+ r}" avhf% riri�x' Y.: A4t ...Yvw�:r+t °.i«,.,r:.:..a+.l: r-¢'; .:.w:;,:::4C�.: PLAN SYMBOLS ^its Cr. la' 3;6:. 1:74 ED 0 AIM cum. Hore swc :.l nerial.04141 9-24wr - ft-cr,'`�i''L 1 t... 64' -11.114.1‹ A-12 ?NT tE r 2Mt ). • POUPTH FLOOR IIIIIIIIIIIIIIIIII111111II1I�IIII1111111I1h 1:< IIIJ 1111111111.1111111 I1111 0 S5THSINCN 1 2 3 4 NOTE: If the notice, it is IIIIIII1 l j1111111111 111111111! II'II111111I11 5 7 microfilmed document is less clear due to the quality of the original 9Z 5Z he llTl,lE, lZ r l ' tIIlH.Z.ilZ 11111 11 111111111111jj11l R liIi` l}^lZ i F l iiO1t1z .1: Id i . 111Sc 1 i6llI1 lllini9lli1 i ii1 Li 1 11111!9110l 111 ilSL! IIIi!bll i lllilllElIIl l I+ IIII111111111t1I11111IIi '1I1111111111111111111111i11 111111111111111; 1 8 9 c 10 11 woe., N/1 12 than this document. ZIt 11 01. 6{ 8 L+ 9 S +7 C Z 1 V461 0 111 111111111�II I' 11111 h1111. i111111111ffillinillillin/ 1111111II111111111111111111111111I111111i111 !11111111IIII 11111111111 rl.'..., CITY OF TUKWIL■ APPROVED FEB 1 1990 GUI DI ISION a KEYNOTES: 1. EXTERIOR FINISHING INSULATING SYSTEM WITH SYNTHETIC PLASTER POLYSTRENE RIGID INSULATION. 2. OPED WINDOW FRAMING ANODIZED — SEE WINDOW SCHEDULE. 3. AL ROOFING STANDING RIB MAI ARD SCREEN IN SELECTED OR. LIGHT GAUGE METAL FRAMING IS BY METAL SCREEN UPPLER. 4�. GLAZING INSULATING GLASS EXTERIOR BRONZE TINT. 5. METAL LOUVER ANODIZED STORMPROOF WITH 50% FREE AIR. UNIT GLAZED INTO WINDOW FRAME TO BE FREE OF ABUTTING HVAC UNIT. 6. COPING COATED METAL, COLOR TO MATCH MANSARD SCREEN. 7. CONTROL JOINT IN EXTERIOR FINISH SYSTEM, CLOSE WITH SEALANT & SACKER ROD. 8 SCHEDULED DOOR — SEE DOOR SCHEDULE. 9. FINISI -ED GRADE AT BUILDING — SEE C1VL DRAWINGS. 10. STOREFRONT FRAMING ANODIZED TO MATCH WINDOWS — SEE WINDOW SO-EDtJ1.E. 11. METAL LOUVER ANODIZED. FULL PAIL TO MATCH METAL.. WINDOWS. PROVIDING 50% FREE AIR. PROVIDE SEALANT ALL SIDES. 12. EXTERIOR FINISH REINFORCED WITH 16 OZ. GAUGE IMPACT RESISTANT MESH TO A 1-EIGHT OF PO" ABOVE GRADE AT COLUMNS. 13. SEALANT AT ALL WINDOW FRAME EDGES & EXTERIOR JOINTS TO PROVIDE A WATERTIGHT OPENING. 14. BUILDING SIGN, OWNER PROVIDED & INSTALLED MOUNTED TO FACE OF PARAPET. SEE ELECTRICAL FOR JUNCTION BOX AT BACK OF PARAPET. 15. LOUVER AT WALL — SEE MECHANICAL FOR SIZE. 16. CLEARANCE SIGNACE PROVIDED & INSTALLED BY OWNER. 17. CONC. BASE WITH FINISH TO MATO-1 COLUMNS. r 111111111111111 , • I IiIi� �III ■iINIMM■•i1111111•1■ 111■■•11 1111•111•i1i.11111i111i111•111111111 ��i1111i11111u11i•1■i i Yp ■u11111111111Ti■lirrii■ all lik 11121111111111111L MI6, 12 WEST E tiP E f'4/ et T 1O, N s. ii•rn•111I1 ■ 1 ooio 11111 1111 IIllhlolIflI AM 11.111•111111 NOR •u, . 111111111111I10. I L CITY OF TUKWILA APPROVED FEB 1990 itt,401 BUIL DIN,. DI i ION SOUTH ELEVATION i/60 : I fl MAIM 11111 1111111111111IIIIi1111111111111111111[ 411.111111111111111111111 1111111111111111111111111111111111111111111j 1.111.1,f.11111111j11 i1111i1 0 16THSINCH 1 2 3 4 5 6 I 7 8 NOTE: If the microfiimed document is less clear than this '} notice, it is due to the quality of the priginal document. IIIIIIIIII1rtl 111111! II1111111111111111 `.111111.1.11Ii11I1I. 9 10 11 "1""Exw KY 12 p c 6z ee Lz 9E sz hZ Ez 1 lZ p? 6t 8l lit 91 It h! et ZL U O1, 6 8 L s s h e Z i ww 0 j !IIlIfl.ill!!IIliw !IIIJII!I!II!!liifill!i!Ilii, niiluiiliiiihui !!111!!IIn I !Ilil1!!111f!!I�ii!Ilill!I!i ihii!i!i!!J! III►! i! ihil! �i! i! II !Iflli!II!I!lil!i11ip :tI!IIIliI � u� I I I�' I 1;101 II.J. iIIIIIIII,II!I�IIII{il ll!I Illlli!IIIII! !iltl!IIIIU�!�IIIII,IIIIII III I �. '.. ;,; „ t' �_..•,. .. +:4 �..f 'h� l:.�r'�d . .. .•,, :1'. f, �. a} ,.. _,. y ,rr J� °.7.T'Pl'�f�{ _,lr.. _'.�'...• s. .ci. .. L ....�.., ..�. ,. ,.�_ - ..... OCT 03 198 BUILDING OEM 0 2 ftii Q 2 isz Q 0 ff. 4 AWN *V: 4414454, SN[CT WU.�fi1C», i .,r.• se.. mr,stwoEicPot'?0.ZO.S:3 i1 S.l1&X.046 P*A..tn., -t• 1 KEYNOTES: 2. 3. EXTEPJOR FINISHING INSULATING SYSTEM WITH SYNT1-ETIC PLASTER OVER POLYSTRENE RIGID INSULATION. SLOPED WINDOW FRAMING ANODIZED - SEE WINDOW SO-EDULE. METAL ROOFING STANDING RIB MANSARD SCREEN IN SELECTED COLOR. LICI-T GAUGE METAL FRAMING iS BY METAL SCREEN SUPPLER. GLAZING INSULATING GLASS EXTERt X BRONZE TINT. METAL LOUVER ANODIZED STORMPROOF WITH 50% FTEE MR. UNIT GLAZED INTO WINDOW FRAME TO BE FREE OF ABUTTING HVAC; IN T. 6. COPNG COATED METAL, COLOR TO MATCH MANSARD SCREEN. 7. CONTROL JOINT IN EXTERIOR FINISH SYSTEM, CLOSE WITH SEALANT & BACKER ROD. 8. SO DOLED DOOR - SEE DOOR SO-EDULE. 9. FINISI-ED GRADE AT BUILDING - SEE CIVL DRAWING. 10. STOREFRONT FRAMING ANODIZED TO MATCH WINDOWS - SEE WINDOW SO-IEDULE. 1 I. METAL LOUVER ANODIZED. FULL PANEL TO MATCH METAL WINDOWS. PROVDING 5096 FREE AIR. PROVIDE SEALANT ALL SIDES. 12. EXTERIOR FINISH REINFORCED WM-1 16 OZ. GAUGE IMPACT RESISTANT MESH TO A I-EIC -IT OF 6'0" ABOVE GRADE AT COLUMNS. 13. SEALANT AT ALL WINDOW FRAME EDGES & EXTERIOR JOINTS TO PROVIDE A WATERTIGHT OPENING. 14. BUILDING SIGN, OWNER PROVIDED & INSTALLED MOUNTED TO FACE OF PARAPET. SEE ELECTRICAL FOR JUNCTION BOX AT BACK OF PARAPET. IS. LOUVER AT WALL. - SEE MECHANICAL FOR S12E. la. CLEARANCE SIGNlAvE PROVIDED & INSTALLED BY OWNER. 17. CONC. BASE WITH FINISH TO MATO-I COLUMNS. ■111.111l/1111111It i II_ I ■I�I��I �!, �■ 11111•11110. %I■ 11 ■It111111 r1a1111 t111 I1111■ti111111 I ii EAST• Ell,. EiVetT1•DN rGf�L. 1/e53 . 1.47 !— liitlt•ttttlaIIMIS Ni ; 4" • . 4' '7 • • 5" •-•`7, • t • • r; 7 • ; • .ETRUDEO ALUM1142* STORMPROOF 364t LOUVER IN WALL, VS, MECH.. SI#XT M4.2. , VOW BALLAST OVER '4MBRA1 E ROOFING. • COW. STRUCTURE •(SHOWN SHADED) • SEE STRUCTURAL FOFt CONSTRUCTION. It, PBX PAN STAIRS, CONCRETE FILLED TREADS AND LANDINGS. SIEEI. PIPE HANDRAILS, 14/4" DIA., CONTINUOUS, SUPT2ORT CIFF SIDES OF STRINGERS AT 2‘10* Mit RAILS AS REQUIRED FOR 6" OR LESS MAXIMUM OPENING. +63 SIM •PIPE GIJARDRAIL, 1-1/V1 '4" HIGH. 7, PREFINISI-ED METAL STANDING SEAM ROOF MANSARD ON PRE-ENGINEERED GALV, METAL rvatt4G SYSTEM. IL DOOR. • SEE DOOR SCHEDULE. 9, EXTERIOR FINISH SYSTEM OVER MID INSULATION WITH symniETic PLASTER ELEVATOR BOOR SILL SUPPORTED ON 4" X 4 °6 X 31P' STEEL AMU, CONTINUOUS ACROSS SI-IAFT, WaDED TO IMEEDOM PLATES IN SLAB LOGE. ANCHOR aEVATOR SILL. AND GROUT SOLID, I 1. STEEL EEAM. SEE STRUCTURAL BEAM SHALL BE ENCLOSED IN TWO LAYERS SAP is BOARD. PAINT TO MATCH STAIR FINISH. MAPHIC AT STAIR DOOR, $LO* ABOVE FLOOR, MTH 3' HIGH LETTERS, CASE OF FIRE, DO NOT EXIT THIS DOOR," 13. EXTEND HANDRAIL 1? BEYOND sum NOSING TYP. AT WALL HANDRAILS, BOTH TOP AND BOTTOM OF STAIRS, IAIN ELEVATOR DOOR CASING BY ELEVATOR MANUFACTURER. It, 2 HOUR SHAFT WALL, PARTMON Type P-2,' SEW SCI-EDULE SfEET I I HCAJR WALL, PARTMON TYPE P-I, SEE SOIEDULE SIW A4.0. 17. HVAC UNIT: REFER TO MECHANICAL FOR DESCRIPTION. CA.V-MENT WINDOW. SEE WINDOW SCHEDULE, SPRAY-ON TEXTURED ACOUSTIC FINISH. SUSPENOED LAY-IN MUM IN PAINTED STEEL GRIM ACRYLIC (ESE weft THKX, A-I2) WITH PAINTED METAL WALL ANGLE ARMAND PERIMEITiR & INTEFtMEDIATE CROSS SUPPORT WHBV EXCEEDS 4'4I". NOM TALL Q..* SUPPORTS AT canal POINT OF PANaS EXCEEDING 22 GYP. BOARD, 5/011 Ttitac TYPE *X TAPED & FLOATED sl;mit. V4 fl.; WALLCOVERING, OVER STRUCTURAL bi", ErAL STUDS, 3-5/8" X 18 GA. AT 16"' 0.C.TVOICAL a FOR TYPICAL FLASHING AT VERTICAL ROOF PENETRATIONS, SEE DETAIL 24. GRAPHIC AT ELEVATOR SW' ABOVE FLOOR WOH ye HIGH Lla-nERS NCASE OF 39} DO NOT USE ELEVATOR, USE EXIT STAIRS." GRAPHIC SHALL HAVE A KEY PLAN SHOWING STAIRS. MIER PROVIDED AND CONTRACTOR INSTALLE.D. 2S. GYP. BOARD, 50 THICK, TYPE "X", TAPED, TEXTURED AND PAINTED ON METAL SUSPENSION SYSTEM. , 26. AFtCI-ITECTURAL COLUMN BEYOND. • 041 c:(7 ?UAL ik-obq 117-,gAr. ROTICIP4-1917:11F1 % v•ot ASVttri**44rirerc*. AIL tILS- . . • • EqUAL. 11-6'I ECTiOttlir-fillrlAin 4c,Abli..e-sIA1-21-e2tesimilimakv , • . , • ., • , • • , • • 4Fi Thrm, ;ii-2,T 11.471FI,M • 24 GA. PRE-FINI CONTINUOUS CLOSURE COPING 24 GAUGE PRE-FINISH STANDING SEAM METAL ROOF ON GALV. HAT CHANNELS. 12 7 FURRED SOF FIT w/ PAINTED TEXTURE TO MATCH E.F.S. CONTROL JOINT 1- NE OF DOUBLE MESH REINF. AROUND ALL COL'S. EXTERIOR FINISH SYSTEM (E.F.S.) OVER EXPANDED POLYSTYRENE INat OVER 1/2' M.R. GYP. SHEATHING ON 1 1/2* METAL CHANNEL FRAMING 0 16.0.C. NOTE: EXTEND DOWNSPOUT THRU FACE OF CURB OR CONNECT TO STORM SEWER SYSTE M. 1 CONC. BASE WITH FINISH TO MATCH COLUMN. co 5 • 1.4L, 57: "X; i i • IIENTIRANCIE CANOPY SIRCTSON ev".,t1/4 L.E: 1411= t-ed ENDS OF ROOF PANELS SHALL ALIGN WITH COPING SO ENDS OF PANELS ARE NOT VISIBLE. Frie"f2- Cos.,4)1Y1N Fe.o=ios 11111 40.--,5se-4.0%,TM4 .5:55;,7 ' 'TA . ORRiD,OR • RoOm •tv-, ' .55 7."" 55.:7 . • 75; 5: • .tr:4 .45 GUEST ROOM 11; I '1111 .1.1.11111111.7 ;- 55 4 5..; 5'7;2:777' '171'; • 157, •Gol . 71,7A.77.551,0,4.1.1W f -1."4.--.I-75k7 ,..57. : • 5 • EXERCISE ROOM • 0 Is Tus INCH 2 3 • • • • • , , . • • 4 -t • ,•.•• • • 4 5 6 7 8 • 9 10 11 waewaroom 12 . NOTE: If the microfilmed document is less clear than this ' • notice, it is due to the quality of the eriginal document. • 06 6Z SC LZ 9Z SZ 17?. CZ ZZ t 0? 6L 91 .4.1. St St sit CI. EL 1.1 01, 6 ‘9 G L PIP! 0 1111111111111111ifilliiIIIIHIM11111111111111111,111111111111::011111111iIIIIIIIP,itiffilililh1;1111111111111111111111111thinhrniffilildidhilliIIIIHNIIIIIIIiIIIMIIIMIMIIIIIIII1116111111111111111111111Iiiii11111111111111161111111ifillffiliiilinilliiiiIIIIIIiiiillinhilli . . . cJ ArfRgF1'Er CITY OF TUKWILA APPROVED FEB 19'O BU DING 0 !SION . • I-- I:4.4:4.5., _ • )%.• 4 . - - • • - , ; <{ ,t t♦ � 'STAIR AT FLOOR' LQO LANIl3ING- DESCENDINIG SCALE It /26 X1,011 - STAIR AT GROUN® FLOOR• KEYNOTES: L. CONCRETE STRUCTURE (SHOWN SHADED); SEE STRUCTURAL FOR CONSTRUCTION. -. 2. LAMING PAN, FORM OF I /4" THICK STEEL PLATE. WELD METAL LATI-! TO BOTTOM OF PAN. 3. TOE GUARD, REQUIRED AT OPEN EDGE OF LANDING, FORM OF IA" THICK STEEL PLATE. 4. LANDING FRAME, STEEL CHANI\J'cL MC W X 3.4 MINIMUM. 5. CLOSE END OF STRINGER WITH 1/4" THICK STEEL PLATE; WELD TO WEB AND FLANGE, GRIND SMOOTH. • , 6. TREAD PAN AND RISER FORMED OF 12..GAUGE STEEL WELD METAL LATH TO BOTTOM OF PAN. 7. FASTEN TREADS AND RISERS USING CONTINUOUS WELDS OR I -1/4" X I -I /4" X 3/16" ANGLES WELDS) TO EACH. 8. FASTEN STRINGETIS TO FLOOR THRU CUP ANGLES 4" X 4" X 5/16" WITH BOLTS INTO EXPANSION ANCHORS. 9. SUPPORT ANGLE, S1U L ANGLE I -1/2" X I -1/2" X 1/4" WELDED TO LANDING FRAME. 10. C 6X9 W/1/2" DIA. X 5" STUDS SEE STRUCTURAL IL STRINGERS, STEEL CHANNEL MC 12 X 10.6. 12. STEET- BEAM: SEE STRUCTURAL BEAM SHALL BE ENCLOSED IN TWO LAYERS 5/8" GYPSUM BOARD. PAINT TO MATCH STAIR 9..AB FINISH. 13. EXTERIOR FINISH SYSTEM OF SYNTHETIC PLASTER OVER POLYSTYRENE RIGID INSULATION, 3/4" THICK. 14. GYPSUM, SHEATHING, 1/2" THICK, ON STRUCTURAL METAL STUDS, 3 -5/8", 18 GAUGE, AT 16" ON CENTER. 15. SEE 3 /A6.I FOR PARAPET CONSTRUCTION. 16. STEEL POST, 3" DIAMETER WflH STEEL ANGLE 6" X 4" X 1/4" X 6" LONG (LLV) WO-DED TO TOP AND STEEL BASE PLATE 6" X 6" X 1/4" THICK WELDED TO BOTTOM, GALVANIZED AFTER FABRICATION. SEE STRUCTURAL FOR SPACING AND COWECTION TO ROOF SLAEL :7. PREFINISHED, GALVANIZED SHEET m STANDING SEAM ROOFING MANSARD SCREEN ON PRE - ENGINEERED LIGHT -GAUGE GALVANIZED METAL FRAMING SYSTEM SECURED TO SUPPORT POST. FRAMING DESIGNED AND SUPPLIED BY MANSARD SCREEN INSTALLER. 18.. PREFINISHED, GALVANIZED SHEET STEEL., 24 -GAUGE FLASHING TO CAP TOP OF SCROEN. 19, ROOF FLASHING AT EACH SUPPORT POST, PROVIDE WATERTIGHT FLASHING. 20. CUT INSULATION TIGHT AROUND SUPPORT POST. 21. METAL DECK ON S I EI...JOIST. 22. • PREFINISHED,' GALVANIZED SHEET STEEL, COPING COVER OVER PLASTIC FLASHING. SECURE WITH CONTINUOUS HOOK STRIP ALONG THE OUTSIDE EDGE AND WITH STAINLESS STEEL SCREWS THROUGH NEOPRENE WASHERS AT 12" ON CENTER ALONG BACK. 23. EXTEND.. ROOFING UP THE BACK OF PARAPET UNDER AND ACROSS THE COPING TO OUTSIDE FACE OF WALL. 24. TREATED WOOD NAILER CONTINUOUS. 25. PLYWOOD, EXTERIOR GRADE, 3/4" SECURED TO STUDS. 26. LOOSE LAID, BALLASTED MEMBRANE ROOFING OVER RIGID INSULATION. 27. REVEAL MOLDING (FRY 0WDM- 625 -75) BETWEEN DISSIMILAR MATERIALS TYPICAL 28. GYPSUM SOFFIT BOARD ON METAL FURRING CHANNELS ATTACF -D TO STRUCTURAL MEMBERS, SHIM AS REQUIRED TO LEVEL CEILING. 29. ' EDGE ANGLE, 5-1/2" X 2" X 1/4" (LLV), CONTINUOUS. 30. PARAPET SUPPORT ANGLES, 3" X 3" X 114 ", CONTINUOUS, WELD METAL TO Sl'�PPORT ANGLES WITH 16 -GAUGE CUP ANGLES. 31. SEE 4/A6.1 FOR PARAPET CONSTRUCTION. 32. LINE OF TOP OF STRUCTURE. 33. STEEL POST, 3" DIAME I tR WITH STEEL ANGLE 6" X 4" X I/4" X 6" LONG (LL11) WELDED TO TOP, GALVANIZED AFTER FABRICATION. WELD POST TO STEEL FRAMING, SEE STRUCTURAL_ FOR SPACING AND CONNECTION. 34. S I Mtn... STRUCTURE, SEE STRUCTURAL FOR FRAMING PLAN. 35. UNDERSIDE OF SOFFIT. 36. EXTERIOR FINISH SYSTEM, STEM, SYNTHETIC PLASTER OVER POLYSTYRENE RIGID INSULATION, 3/4" THICK, ADHERED TO CONCREiE.WALL.. 37, HIGH POINT OF ROOFING CONSISTENT ABOUT PERIMETER OF ROOF. SEE ROOF PLAN FOR LOPES. 38. DRIP GROVE ROUTED INTO POLYSTYRENE INSTALLATION, RUN REINFORCING MESH CONTINUOUS. 39. UNE OF SLAB/WALL END (SHOWN DASHED). 40. GYPSUM BOARD, 5/8" THICK, TYPE X. TAPED AND FLOATED. 41. SPRAY-ON TEXTURED ACOUSTIC F1NI -I. 42. EXTERIOR FINISH SYSTEM, SYNTHETIC PLASTER WITH GLASS MESH OVER POLYSTYRENE RIC:iD INSTALLATION, 3/4" THICK. 43.. GYPSUM s- EATI-IuNG, 1/2" THICK ON STRUCTURAL METAL STUDS, 3-5/8"I8- GAUGE AT 16" ON CENTER. 44. GLASS FIFER BATA' THERMAL INSULATION, 3-1/2" THICK CONTINUOUS. 45. PLASTIC SHEET, 6 MIL CONTINUOUS, TO PROVIDE VAPOR BARRIER. 46. 5/01 DIA. EXP; BOLTS AT 18" O.C. W /MIN. 3 1/2" EMBEDMENT. SEE STRUCTURAL • • STAIR AT FLOOR LANCING- A$CENOINI eC/N IVZ K11•/,11 ', L 1 i It STAIR AT INTERMEDIATE LANDING `I aIR C T,p�►IL I "1" FL1'.79DR LANDING s~ T Sc...msEN . 11;4:2=7F FL-Af-fiNt51,- •,rRe.FR T� R rEP c4-trr M, 4 .- Te:,), • PQP'TE COCHERE PA$IAPET 9RAV I'T`r NT tH'jrcE :mss fT 2l-., �t , *411-4 PL- 11a0 I.. - IDE HIN ANRGE. 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I0HT 'r FAINT AL...L. 14.H rr 1"1"1'1 taiLL..L LE °S��" `~ —1* II Ga�`1G; FP74 b-- I 9D1r .1.0.4?a A :. • FL.4,14R, L- IG.•Hfi L- -1-p IC-AL- 04) 'TRICK, /-) • r 1L HANDICAP ResTRoartn. LIGHT SC,°,t_ 1 G2' _ 1 1L III 1 ., /2 SQ. STI. POST WITH COLLAR 0 BASE......-- '-i /4" SO. STL PICKETS 0 6' Q.C. = Ike OAK TRiM WiTH ROUNDED CORNERS• DRILL HOLE AS `? REO. TO FIT 7n HANDRAIL POST. ----- PRE- FORM HOLE; I% 2 1 /2"'STYROFOJ A INSERT. GROUT SOLID WHEN POST INSTALLED. 1x2 OAK ,TRIM MTH ROIJNOEO'CORNER, .. 1 1 /2 "ie1 /4" STL. t Di , TO STL POSTS; AND . PICKETS AND ATTACI4ro TO WOOD HANDRAIL.. Wini LAC, SCREWS' ct rO.0 GYP. 80. 10 CARPET WiTH PAD. BLJI' Di G 1r Ii/IStON ' LtIbBY 1 t /2" SQ. 111. POST. WITH COLLAR - 0 BASE. 3/4 SO. Sit. PICKETS 0 6" O.C. 3/4' SOT. STEEL RAIL HELD 3* ABOVE NOSE OF STAIR. PRE,Pont4 it 2tE. 'MTH 2 1/2'' STYR $OAM INSERT. 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Ii11' 1I; 1 .II.if..i . ..,1 J 1 11 6 iI) 3 4 7 8 9 10 11 tUbelHt(RMAN, 12 NTOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginai document. e OC 6Z 9C LZ 9Z SZ iG £Z ZZ lZ oZ 6l 8l Ll 9L SL ail CL EL .L OL 6 8 L 9 S *1 C l wn O �LIII IIII IIII,II;;,C!illlii li!I�IIiI I{fIIillfu1 illlll!I�IIiI' 1I :i ll!!I l!I jj ' l i11 '1 1 I� I i 1 I l 1 I I l l � I i !I!I !I ll I I I i III l I ! iI 11111 ! l 'I i i H SLIDER p -4 I !- uooR TYRES — v v r...ivw -.. fV k EFL AT F -OOH 0).4I Y 19* I +l L,e, 4 IWO POc9, 1 t.J "F.Ret /NA 0 S r G t2°I J S. 1N, C1-45:4417- "Faa- c CITY OF TUKW1ILA APPROVED FEB ,h 1990 BUIL 1 N. DIVISION DC3OR TES ALt DOORS TO 9E 1 -3/4" TUUICK. UhNLESS OTHHERWISE NOTED 1, MATERIAL HFd'I -' 1301.1 OU Mi. I AI SC✓ — SUL 1 D CORE , L)OOD FI(ll.t Ow CORE , wt)0r. AL - 1. UM I NUPI /i - •11Th 1" {SUL•AT1Ol1 cs - COLD ROLLED STEEL 2. FINISH PT - ST - P1. - AN - FF .. NOTE: S: T'AINTE'D S14U ED PL.ASI1C 1.;;111NATE ANODI ZED FAC ORY F IN I SH 11 3. GE ABS (CLEAR OPENING DIMENSION SHOWN) GR - E - CVV ®rte - Tt3 - CLEAR PLAT SI't. cT GLASS CLEAR WIRE DOUBLE GLAZING TEMPERED GLASS 4. RA'T'ING 20 MIN. 1/2 HR. 1 HR. ETC. INDICATES FIRE RATING IN HOl1RS 5. DETAILS NUM11ER INDICATES DETAIL SHOUN Ors SHEET fiµ-`1" j , U.O.N. S. HARDWA]i GROUP REFER 10 SPECS, SECTION a8"?12 :ATh HEAD, JAMS, MEETING, STILES, AND DOOR BOTTO°1S, I, CONTRACTOR TO INSTALL OWM R ' NISHED ROOM NU R ON AL L GU ST ROOM, HANDICAP GUEST ROOM, AND HOSPETALITY SUITE DOORS. CENTER WMI3ER ON DOOR FACE, 3"•ABOVE DOOR VEWER.. INSTALL DOOR VE AT 5tO ABOVE FLOOR, INSTALL TWO VE'Mf RS ON H,C. DOORS, BOTTOM VEEWER TO BE AT + 3'-7" ABOVE F N. FLOOR. 2. CONTRACTOR TO INSTAL_ GRAPHIC ON STAIR SIDF_, O DOOR WITH 3" HIGH LE TERS 1 IICH READ "IN CASE OF FIRE DO NOT EXIT THIS DOOR." C NTER GAPE UC ON DOOR FACE, AT 5 -O" ABOVE FLOOR. 1 l� CA . !?„.. l'..--: 1 w ' .._... . . .. �; • ! .,.`�; a ,. i; x C • • '' - '''' ... NEAL B. KOLBO ASIA. . I E Si , m . : T9 LAgWASHINGTON 1. ARCHITECTURE tio .4 • and PLANNING . • Fro 4 0 a ' e: ap i r 2' 2, , ! 9 _ MAN STREET BOISE, vAHO 83702 !E (208) 345-35:6. t Oa i ? 1...---... ____ -___ • REGtSTE RED ARCHITECT frr 'r, EAL B. 1Ol.BO /MATE OF WASHING iMN [Y,. [D: 1 'v`*ry.�N -y`wY i i"+AwJ' `1 DAT$ 9•t•8i s�rrrt Nou*i: A® 2 O P •2 . 1e? 'IA 61.;455 -1 A\ ,. T Cam'- 'Cra117'1C"1: / 4 u .�-�, i IG F� I .� �1 !` i`� C7 i�'l,a, -; ' .,� " `.l.. .,odb.,'�: , '1T'I kITec) T ic-K,WIT E. ' 1 ", QuAL.. �'/�•N ! /�.tl �l.�P�.." , �F�I�c2N Tft JTE 7 j 5 CA L. /b0 :. 1, `- �'.:c�, %yr :.,.r.. r•. yf�' w;dr✓nb ieArA 15.-^+.m :4`r :,yr._:•�:.• +�•+.� �sr.rv.:- c ^oa.nou o;..,.,. 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NOTE: S: T'AINTE'D S14U ED PL.ASI1C 1.;;111NATE ANODI ZED FAC ORY F IN I SH 11 3. GE ABS (CLEAR OPENING DIMENSION SHOWN) GR - E - CVV ®rte - Tt3 - CLEAR PLAT SI't. cT GLASS CLEAR WIRE DOUBLE GLAZING TEMPERED GLASS 4. RA'T'ING 20 MIN. 1/2 HR. 1 HR. ETC. INDICATES FIRE RATING IN HOl1RS 5. DETAILS NUM11ER INDICATES DETAIL SHOUN Ors SHEET fiµ-`1" j , U.O.N. S. HARDWA]i GROUP REFER 10 SPECS, SECTION a8"?12 :ATh HEAD, JAMS, MEETING, STILES, AND DOOR BOTTO°1S, I, CONTRACTOR TO INSTALL OWM R ' NISHED ROOM NU R ON AL L GU ST ROOM, HANDICAP GUEST ROOM, AND HOSPETALITY SUITE DOORS. CENTER WMI3ER ON DOOR FACE, 3"•ABOVE DOOR VEWER.. INSTALL DOOR VE AT 5tO ABOVE FLOOR, INSTALL TWO VE'Mf RS ON H,C. DOORS, BOTTOM VEEWER TO BE AT + 3'-7" ABOVE F N. FLOOR. 2. CONTRACTOR TO INSTAL_ GRAPHIC ON STAIR SIDF_, O DOOR WITH 3" HIGH LE TERS 1 IICH READ "IN CASE OF FIRE DO NOT EXIT THIS DOOR." C NTER GAPE UC ON DOOR FACE, AT 5 -O" ABOVE FLOOR. 1 l� CA . !?„.. l'..--: 1 w ' .._... . . .. �; • ! .,.`�; a ,. i; x C • • '' - '''' ... NEAL B. KOLBO ASIA. . I E Si , m . : T9 LAgWASHINGTON 1. ARCHITECTURE tio .4 • and PLANNING . • Fro 4 0 a ' e: ap i r 2' 2, , ! 9 _ MAN STREET BOISE, vAHO 83702 !E (208) 345-35:6. t Oa i ? 1...---... ____ -___ • REGtSTE RED ARCHITECT frr 'r, EAL B. 1Ol.BO /MATE OF WASHING iMN [Y,. [D: 1 'v`*ry.�N -y`wY i i"+AwJ' `1 DAT$ 9•t•8i s�rrrt Nou*i: A® 2 O P •2 - C%eTEP CR ! 'ltol. "9.14 f"1 a 16 acA. Ma-TAL... ?>II -. atig i‘eiseA.merrsdisL `�! 6.•q -per . Nse.04.1-44--fr AT H5oz:).SaT \ -SF-Ak-fr.Z•47 ferTaeN7 `• ALUM - 4 Ft WE • ScH L.E w / 1i7L. SLIDING' DOOR JAMB DETAIL (HEAL) SIMILAR) AIM t.: FP s ,tl✓: Gee S7--tain_LE WALL- W/ Fit.. . : S:a• eereANC, . ,AwM_ �. r I N F CC W , /bb's IN ESk-F' ia-LDS i -f It, / L rte. SLIDING DOOR THRESHOLD DETAIL CZON0a 11.'011 AL-OM_ NL.2iV fi ►rMt _-- s r M tNiNC. 1 TE1F1 N _`{-M c.- C+'(►�i"'� Nes" -- -- \4N'1... 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T RPUNE3 I..wavELIFLacm ;PLAN 4:1,11/4 5 1.! 011 Tar- (Li t-41..a4; Nert17 0-THERW195) 140 r-,/tkY S 7" . 1" 1/ - 5 " 1.11- 0" `4 • ; cr, IS' .`• '117,1 ;•' ;%3- • Fivit;z Tcric? **ES 111111111111111i11111111111111111111111111141pri 111111111111111111111111111111/11. 1111111111111111111111(11111.111I;14111(r4''' 0 10THS INCH • 2 IIII 4 5 6 7 8 9 10 11 W"N/4"ft 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. oc 6Z ae LZ 9Z SZ 177. CZ ZZ te oz 61 91 /.1 91 GI 171 CI Zit IL 01, 6 9 L 9 S s c `.4/1 o 11111111111111ililMillidhilli.111111H11114111101d11111111drihhHilliddijiiiIiiIIIIIIIhliihillhl.:11011111111111111111IlliiiilliTililifillildill11111H11111111011111111IIIIIIIIIIIIIIIIIIHUIIIIIIIIIIIIIM/11111PHhill1101111141111111111111111111110111.11h1111 V. . <4006144%-leiterrg.'' r,. CM OF TIEVAA APPROVED B 1990 II T BUILD G ION ma 2 15 " • of WW1= - SEE SCHEDULE 3 5/3'0 DBA 06" O.C. • a —2--5 OWL. 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VERT.` BARS PLAN NOTES: 1. * INDICATES 1'-•6" MINIMUM: 24 DIAMETERS FOR CONCRETE 30 DIAMETERS FOR MASONRY TYPICAL W LL REINF AT .INTERSECTION a CORNER x 2'• -A'► D8A's (SEE SPECS.-NO REBAR) 1 012" O.C. --SEE • SPACING DETAIL , • BELOW • 1 012" O.C. ► • SEE WALL SCHEDULE CONT. PLATE 1/2" x6` BETWEEN COL. CAP PLATE'S OR ENDS OF CONC. WALL :wJfr N -m r P�11�t -i-rrl #31_012" O.C. 4,1012" O.C. '/2 ",0 DBA 012" 0.C. s }L 012" O.C. GIRDER WALL HANGER PLATE w. SEE SCHEDULE 3rd FLR [�! J er4;ar NrIca wT •L+j,.. j e7Y`F � jT 't�.+S+r f < VSi�i.•t.. 5$.'12 tc ,*0 > iL , ' GIRDER WALL 5GW - THICKNESS,F'c. ,REINF.-SEE . SCHEDULE • ....n.if•■••••• as #3 OWLS 2'--6 012" EA. DIRECTION • (ALT. 06 ") STOP MESH I" BELOW SLAB i. 5-#6 MID. CONT. 012 • TOP & BOY. OF WALL I LAP 2' -3 AT SUPPORTS 'PROVILPf.r7.' E17, .r- w ;at a-6 911E O= +.+A1 -4... GIRDER... WALL HANGER PLATE DETAIL. SCA ir. 1 71-- - ' _ SLAB REINF. -- SEE PLAN DOOR HEAD DOOR OPENING - SEE ARCHT --2-#5 CONT. B **P. CiETAIL AT OPISPOOkar SLAB/REINF. -SEE PLAN HANGER PLATE -•- "'"� SEE DETAIL N f-zS -0r7;dh,IFR ` "r I /4\F-4-1-1 i 'u Cava 1151- c I wk0A 140 14' 'r' #4 OWL (HANGERS) 2'--6 012 EA. DIRECTION (ALT. 04" SPA. w/ PLATE DBA --SEE DETAIL) TYPrGIROF.R WALL DETAIL.." S j.4 fit ..r. , WALL WALL WALL 4 I'- 'i -z CLR r TOP REINF. z 3'--8 • I1•2VIY CLR �.�-- WALL REINF. SEE SCHEDULE 3'--8 TOP REINF. 3L8 3 Pr‘ 1�w CLR. ger Bt3TTOM REINF. LA'6" MIN. ?VP. END SPAN _ :!%A4 REINF. _ BOTTOM REINF. INTERIOR SPAN NOTE: SEE: PLN4 AHD SCI -EDW E FOR REIN'. REQUIREMENTS. TYP. SLAfB . REINFORCEMENT. DET,ArL' r excv QN Y pr 2 Ht'. F{. -.dam IMF 0. �.� HV ,qee mar...H7/ 0 !ex. 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MANSARD SUPeORT- SEE DETAIL j_7 \4!.2 SLAB - SEE ROOF PLAN 9 m 0444.45P )*61.• GGI.I c' WALL -SEE SCHEDULE • 411--4 A0010 SIBAE VD!I3E DETAIL scAL 7{0 �i '0„ V { ,� I i Ir I Ir 1 • r 1t\ I •H F�*G•� takIQP41-i I TEG T U .L.. r 1 � � Vr✓��(r vv/ 04'P" Jt G , M C N a ern , &> : Strr- ► M C' UPI C,, , a AacC UN't' -1-4C4 ►' T-4nA p. caz NbR Fy/►ix> EQUIPMENT ISOLATION PAD SC-AL.-1~ ? /�1'di 0" 'YF% Ariz oL.t•i Y? FAN p -Qj,2"E./*, WAry Yo "'U tta•Ea,''cns v-y/ [NI 2 �1 ` : c • 141151. Ci" II w. - MIC' I 0 e9.4 .�. IG�y FOR, F -)I Y ' rl , t 1 Ojs- Q'�LC- CVT - •rYt'�'r 5 it Ij w { r_ e5ss ►-4 v :N/(3) 4 .n.r-4 Ca 9yip Meg 4^t. t. hires.��, TYPI ARC T. COLUMN BASE Ste. . L.- > 1 b. i c O" ---,- —. I I =�" !'- d {��ct»- -fir-, �• T 0 ul N. N-1 T1 ( r -c r -cam -mac r -Tai if (a) 1/&!' / .I�r -r f1- + Ne I�X- I�R�Ep %{/Z )1/4 v��� EEN•" uc,N, Mid 1 1 oF' 'J I 7 eL ./f sT I vht 4.o. 1-2 I, 414-II.2a, 624.4. "Ire McT�L- t Gte �o �``I -►� 'T i. RI &I P X- O&' L PCVFIN.6 4 INUL.. 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OE 61 BI Ll 91 Cl .it Ct Zt It pl. 6 9 4 9 s 1 C Z I Ww0 illli�li!!flliil!Iliili!I�il 11lt! i.;l llllll�Illl 1IIIII IlIIIIII!1!!ii'Illiillllll! I�IIil III!!! i! Il IIIIII! Illillil ;;!!!II!�Illi!lIII�I!III!II! fill ll!!li�ll!!�llll�lllllllll�ll': {III LI� Illfl �!III,�I{IlIIIIIII II�LII{,I.,��lil�lll{ 41111 llllllilll!I!II,IIi!illlll�, IIIIIII�IIIIIII 111111!Ilffi�llflr 1 111111111111111111111111 11 M INCIERMANY 12 I ` ■ • e. / ‘rsiCi) nice/ O -® CITY OF TUKWiU\ APPROVED 'FEW 1990 BU DI • DIVISION ____ 1 „ ' K IN TO,gisA130.&2.' ,. I 1 I I 7 -7r' II WI(os3 ._ , A .: f 1011. .6► ��r�llr l .ft :.,.,=____.:...... (a) 1/&!' / .I�r -r f1- + Ne I�X- I�R�Ep %{/Z )1/4 v��� EEN•" uc,N, Mid 1 1 oF' 'J I 7 eL ./f sT I vht 4.o. 1-2 I, 414-II.2a, 624.4. "Ire McT�L- t Gte �o �``I -►� 'T i. RI &I P X- O&' L PCVFIN.6 4 INUL.. Id Iff*,p *NoWF n4sa0,50.4 w asccxzw. cra.x ii I " I )04 Nr:ri-rcii 1!' c< , �-, -Ty 1-41,41 a :7tT, 4 �j•-�P .°r c475;Z C; . 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I�IIil III!!! i! Il IIIIII! Illillil ;;!!!II!�Illi!lIII�I!III!II! fill ll!!li�ll!!�llll�lllllllll�ll': {III LI� Illfl �!III,�I{IlIIIIIII II�LII{,I.,��lil�lll{ 41111 llllllilll!I!II,IIi!illlll�, IIIIIII�IIIIIII 111111!Ilffi�llflr 1 111111111111111111111111 11 M INCIERMANY 12 I ` ■ • e. / ‘rsiCi) nice/ O -® CITY OF TUKWiU\ APPROVED 'FEW 1990 BU DI • DIVISION SLAB/GIRDER pETAIL 5/8 "0 EXP. BOLT w/ 31/2" MIN. EMBEDMENT 018" O.C. MAX. COORDINATE v+/ STAIR SUPPLIER 1 11 .- CONC. WALL- SEE SCHEDULE FOR REIN: INTERMEDIATE LANDING ,-STEEL STAIR- ' SEE ARCHT. M 32 MIN. EMBED INTERMEDIATE STAIR LANL"9INO i rr -rte v-I. w /(o� ";'� f�I t1.-- MIN, °1 MAD Z WITH 2`I vv/ • G TYPICAL IlkilTFRIOR COLUMN • IMOL-UNTINI ? cANOPV ROOF C....J�/�(.. , •6=•. 1' -0d STEEL STAIR - SEE ARCHT. NOSING - ••-� SEE ARCHT. "W.P." — 3/8" GUSSET Ie TYP 'CHANNEL EA. SIDE �-- L4x4x5 /16x0 -7 (1 EA. CHANNEL) w/2-- 1/2"0x5" EXP. BOLTS EA. ANGLE. STAIR AT LAB ON GRADE _ Q-z-sLeLT41,\L, 2--#5 CONT. EXTEND 2'--0 PAST STAIR ` -- — 7/e?' 41 1 ' Vs//(4) Mlt-I. II M>= P =-1u, vir /Nc - f- 1")t i UNG ..I`. TYPICAL COLUMN AT CANOPY :1 , 4 Vii,," t ,,••y" ..may +►• � Ci L. ! ,SALT e, A :2." L•01` -d60 W/ ", ir, ;,4.T' �i� ,y/4' II �i LrrG 2 �& 5.11.1 r ,T"i'r' cC L-LJ;y N,I COLUMN I ETe IL I I o 1 I I MANSARD FRAMING SEE ARCHT. L3x3x1/4 CONT. TYP. TOP ik BO T. EA. SIDE OF CANOPY i f f METAL DECK 181 DEEP STEEL JO ST I II 9ECTIOIStt AT CANOPY ROOF '5c, L..f a " CONC. WALL 3-#4 CONT. LEAVE ROUGH ROUGH 3/16 SEE ARCHT. SLOPE ON Ir 4%16 GA, RUNNER w/ POWDER ACTUATED FASTENER 012" D.C. -16 CA. TRACK T•8 6 "x16 GA. JOIST 024" L--4»6 / GA. "C" STUDS 0 24" 3--#4 CONT. EL. 33.-8 1'VALL BELOW SECTION Aur EirEVATO R -j41 REINF.- SEE PLAN DOWEL- SEE SCHEDULE NOTE: X- -BRACE ALL STUD WALLS w/ 4 "x16 GA STRAP PENTHOUSE " wi/(4 743" JcHoi n D p wI 7H i i�. -�L• W/ TYPICAL COLUMN AT EXTEITIlpgil WALL Gam .i152. -o —11 I cc t.UMhi . . COWNAh.-,irnse;r-3 . W Cs \ , ,/ D TYPICAL C L4JMN PIER �.�... 0/4" ^ f�r 41-0 31--0 21-2 MANSARD FRAMING SEE ARCHT. 18" JOIST w/ 10" DEEP EXT'D BRG. END I --t UDDLE WELDS 012" D.C. MAX. - vv, x I "Tiro, AT 144I SECTION AT CANOPY ROOF Sc,ALer 1//11.,. Wig. 44- ' 15ti1 .2 STAIR pYPPtRT BEAM AT END BEARING '2'-L ! - 4' 0,r -qr. co'-4c, e vv/'2 + fir, # G sue) 4 icy cz��.r: •3 Ties c� ��L, �, c.., . cC �r_C,) ;;�,p, . wig 'ART - TYPIC,ai. STRUT x . t'. it Rio (d-C' 1211o.c. & Le . • FLOOR Lf VL CHANGE 1 .c'L . • i fY 0 , ,a *HS INC" 1 � 2 3 4 5 6 7 8 9 10 11H3ER 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of theoriginal document. 0E 62 8C GZ 92 se 47Z CZ ZZ 12 0? 6t 8t Gt 4t 51 .'L et Z t Et (`! � i ( �IIII�11 !!IIlll�ililllllf�Illll!IIl�II! III! IfiIIIII I III !�iill�ll!!�!1!!I'l ili!�lilll illi�l!( f�lilli!! lliiflliI .. i{ IIII!? i�llllll; ll�liilII I lfll�lllllfl!!�i I!I�I� ' ,ll�i illll►!.! 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Le, a 24 A/L r0-``T 14 ' • - F^` - 14" *sd, AT 1-21 44- 10" 1/..,1 •I- 0 °I ‘4.4 41 �ti1 \//AS iC- tertArr iO uO.O, = : G. ;k.o. t rir0.4 .: , /r t4' r6 ii" t1"0(,, •417 1 r5 '•r • \ 4 i 1 W '.e it 1'Y 1` ,- iA ,vi 'ie-4 t -1PM , , t t7 FE-L• E /. 61-4 koT WI ��■ •• • ••••• •••• • • I It ELEVATIDN- I1IJ0IST J 1" 9 J P2 ORf x4 _J . 1 x We, ELEVATION-JOIST J3,J4 & J5 •.-� : 14:b" 1. ®11 HOOK REBAR -0.-0 INTO ROOF ----- SLAB JAMB REINF. -•-- - - ----- SEE SCHEDULE A = w/ 62) ;reI.... f _t- 1> 1AT 2Nl7 r=� L• IN EPir'c 8 ( v. &; IC 2.O I SEE PLAN 1. \NtNL.I...�y „I {� keE ,/;z'i TH I 4 , WA.L. - ; e7 ' `7 44• ) ,AN 2 vu/46. ' Ire ,' I "Tt-414� 4�.. &W 1. # C 2 . C Ter 'G. c�;�'t"I e '7"r� -" NI f-1 ��;�' .I F I Br.� OR N-i 'e. I've 1 °~~7 I1. Ni 771 -FIT t�t� I 72:. r°� "-71- ='I Grp.. vt( l....i... - - �'1''fi IC.I... r - -r-rM C L 5ATEe, I© W/\1....L C r 61,I-: 2 I Ga 1 \1 e. ' (fr<<- -, �., f =• ;mot F2R, Sf9- -I t.aIIS5M ice. . �l t .11111111k t. Design each joist for the greatest of the following load combinations:' 2. 3. 4. 5. A.) DL +LL B.). Di + Wind Submit all joist colcuhotions to A/E for ooprovat. Locate vertical Web Member at concentrated loads or provide • additional L 1-1/2 x 1-1/2 x 1/4 vertical stiffeners each side of web. Building Code Allows a one third stress increase for wind load combinations. Above !pod criteria based on stub co4umn spacing indicated on joist elevations. Joist supplier coordinate design with contractor with respect to approved mansard scheme and resultant location of stud columns. C;A:t-f-4-Trice6sF--F0.7.17N/le N/1.1"-*°P-Irc-47 *7--fivi --71-i TYP. REINF. FULL WALL LENGTH .4.0e.. Trtv, — # O I4114 a�I IG� ofete1G5 .o" I .Ic ROOF HOOK DOWEL. 1.-8 INTO ROOF SLAB m cc --WALL REINF. SEE SCHEDULE - •-REBAR DOWELS FROM FLOOR BELOW-SEE WALL SCHEDULE V I TYP. FLR T •II - O NINc9 1 5 -i F6:- G 4°'i.iGE it,MRICick c;LAgee i+ 1= Ic1 TYPICAL WALL. DETAIL 5�,rNL6 : 1/4 ".11.01' - DOWELS -SEE SCHEDULE KM_ ALL WALL MESH SHALL STOP 1' BELOW SAAB A @OVE. ALL SPLICES SHALL BE MADE WIT REBAR AS SHOWN ABOVE & IN SCHEDULE. , c" -+�"'� frt,LIINP6\1TIG •►t ,4 . ,r' n.i{ kr •r r.'f �v� . 1,1111IiIIIIIIIIIIIIII 0 re ThS INCH 1 ' J eta s'v 4: =14 GENERAL The Genorcl Cor ;t.eac :c,r sahale ve.r"izy ell ciiiminsi•.aas end cite conditions before starting work. The Architect and Structural Engineer shall be notified of any discrepancy. Use details marked "Typical" wherever applicable. Changes, omissions or substitutions are not permitted without written approval of the Architect and Structural Engineer. Refer to specifications for further requirements. All materials and workmanship shall conform to the 1988 edition of the Uniform Building Code. The design, adequacy and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of the Ce retract ;r. , and has nct been considered by the Structural Engineer. The Contractor is responsible for the stability of the structure prior to the completion of all shear walls., roof and floor diaphragms and finish naterials. The Contractor shall provide the necessary bracing to provide stability pries to the application of the above mentioned compcnents. Observation visits to the site by the Structural Engineer shall not include inspection of the above items, ;; 4aRAL STRUCTURAL NOTES SHOP DRAWINGS Shop drawings to be checked and approved by the General Contractor prior to submitting for Architect and Structural Engineer review. General Contractor is responsible for verification and coordination of dimensions and details for each Subcontractor. DESIGN LOADS Snow Load 25 PSF Floor Live Load 40 PSF Cbrridor, Stair & Lobby Live Load100 PSF Basic Wind Speed per UBC 80 MPH, Exposure C Seismic Loading per UBC Zone 3, I=1.0 See plans for special mechanical unit loading FOUNDATION Based on soil report by Geo- Engineers, dated 5eptember2g, 1969, 40 ton treated piles with a minimum tip diameter of 9" shall be utilized. Piles shall be embedded 6" into pile caps. Extend all exterior foundations 1' -6" minimum below finished grade. Contractor shall provide temporary shoring to prevent movement of walls if backfill is placed before floor system is in place. (Provide special inspection of the pile driving, excavation, structural fill and backfill by the eo- technical engineer.. );.,,;,fT ,' EE 'r• HA,ti 60' OF r L. L A PLE - s,Tt : AP7aK. YIL ES ' • ti's CAST IN PLACE CONCRETE (Provide special inspection.) Attain a minimum compressive strength of 4000 PSI at 28 days, except PILE CAPS AND GRADE BEAMS may have a minimum compressive strength of 3000 PSI. Maximum Slump: 3" for slabs and footings; 4" for walls, columns and beams. Construction to be in accordance with ACI 318 -83, "Part 2 - Standards For Tests and Materials" and "Part 3 -• Construction Requirements." Location of construction or pour joints must be approved by the Architect and Structural Engineer if different from that shown on plans. 4 a WHIM a 414 z z O� 0 6 ttttol LU fib„_. co 443Cto tJ •0 cry u) co aD CD N REINFORCING STEEL (Provide special inspection.) Truss Type Joint Reinforcement: 9 gage, ASTM A82, Fy = 30,000 PSI. Welded Wire Fabric: ASTM A82 and A185, A496 and A497. Deformed Bars: ASTM A615, Grade 40 for #3; Grade 60 for #4 & larger. Securely tie in place with double annealed 16 gauge iron wire or approved clips. Unless otherwise noted on these drawings provide clear embedment at reinforcing bars as follows: Concrete cast against soil = 3 ". Formed concrete against soil = 2 ". Walls, columns and beams exposed to weather = 2 ". Walls, columns and beams not exposed to weather ._ 1 1/2". Slab on grade - 2 ". Low hydrogen welding rods shall be used for all welding of reinforcing bars. Submit shop drawings of reinforcing steel for review by the Architect and Structural Engineer prior to fabrication. STRUCTURAL AND MISC. STEEL Shapes, plates and bars: ASTM A36, Fy - 36 KSI. Pipe: ASTM A53 or A501, Fy = 35 KSI minimum. Tubing: ASTM A500 Grade B, Fy = 46 KSI. Bolts: ASTM A325 high strength bolts (H.S.B.) unless noted as ASTM A307 machine bolts (M.B.). Where high strength bolts are used, they shall be installed with load indicator dices (load indicator washers or snap -off heads). (Provide special inspections.) Expansion bolts (E.B.): "Hilti Kwik Bolt" or approved equal. (Provide special inspection.) Flush expansion anchors: "Hilti Drop In Anchor" or approved equal. Adhesive anchors: "Hilti HVA" or approved equal. Headed anchor studs (H.A.S.): ASTM A108 -69T, ry = 50 KSI, end welded per manufacturer's recommendations. Deformed bar anchors (D.B.A.): ASTM A496, Fy = 70 KSI, end welded per manufacturer;s recommendations. Welding electrodes or wires: AWS A5.1 or A5.5, E76XX; AWS A5.18, E70S --X; AWS A5.20, E7XT -X. Erection and fabricaticn in accordance with AISC "Specifications for Design, Fabrication and Erection of Structural Steel for Buildings ". Welding shall conform to AWS "Code for. Arc and Gas Welding in Building Construction ". All welding shall be performed by AWS Certified Welders. All columns and beams to be from unspliced lengths unless noted otherwise on the drawings. Submit shop drawings showing sizes, dimensions and required connection details for review by the Architect and Structural Engineer prior to fabrication. (Welders to be certified by the (WABO). Provide special inspection for field welding. STEEL JOISTS AND JOIST GIRDERS Joists and Joist Girders shall be fabricated by a certified fabricator in accordance with the Steel Joist Institute "Standard Specification for Open Web Steel Joists, K, LH and DLH Series" and "Standard Specifications for Joist Girders ". Submi :. shop drawings of joist layout, required connected details and streee analysis for "special" steel joists for review by the Architect and Structural Engineer prior to fabrication. Structural Engineer to provide to the city a letter stating joist have been reviewed and approved. STEEL DECK Conform to ASTM A446 Grade A or higher. Deck galvanizing in accordance with ASTM A525 G -60. Individual sheet length shall be continuous for 3 or more spans. Submit shop drawings showing layout for review by the Architect and Structural Engineer. I,TGHTGAGE STRUCTURAL STEEL STUDS AND JOISTS Bridging, accessories and 18 & 20 gage studs & track: Fy = 33 KSI conforming to ASTM A446 Grade A (Galvanized), A570 Grade C (Painted), or. A611 Grade C (Painted). Strip bracing and 14 & 16 gage studs & track: Fy = 50 KSI conforming to ASTM A446 Grade 0 (Galvanized), A570 Grade E (Painted) or A607 Grade 50'(Painted). 14, 16 & 18 gage punched joists: Fy = 40 KSI conforming to ASTM A446 Grade C (Galvanized) , or A570 Grade D (Painted) . 16 gage and heavier unpu:.ched joists: Fy = 50 KSI conforming to ASTM A446 Grade D (Galvanized) or A570 Grade E (Painted). .. All. tr-jtr_.*ural properties computed in accordance wi to ISI 1'Speci f i cat 1.'Yns for the glee g:: of Co. d Formed Steel Structural. Members." Designations on the drawings are Angeles Metal Systems. Approved equivalent products may be permitted upon review of the Architect and.,Structural Engineer. Install members in accordance with industry standards. Unless otherwise noted on. these drawings, stud wall track to be of the same material and gage as studs. Provide horizontal bridging at 5'- 0 "o.c. maximum at non - bearing walls and 3'- 4 "o.c. maximum at bearing walls. Bearing walls to be erected with stud ends seated against track web top and bottom. Submit shop drawings showing stud and joist layout, dimensions, sizes, bridging and required connection details for review by the Architect and Structural Engineer. All welding to be performed by AWS Certified Welders experienced in this type of construction. TIMBER PILES Pile are to be Pacific Coast Douglas Fir. Min. Fc =1250 PSI; Fb = 2450 PSI; Fv = 115 PSI aced E - 1.5 x 10 PSI. Submit shop drawings showing pile layout and schedule of pile installation including details for collars, shoes, and cushion blocks for review by the Architect and Structural Engineer. i �.c & ,AT 2.Ot 0, C.-, EXTERIOR 13I1EAR WALL I tI 40A4 -Alt of �efeetbeI.L., II:.II SMEAR! WALL 1 T LOBBY 1 /4Il: 1 O _ 1111111III1111111,111 11111111111l111111!l 111111i 1111111111111111III1j11l1IIIIIII1111111111111111 ,1111111'11111 1111111111111111;1i;IIIIIII I!1III'IIIiII111111111111I,III, 2 3 4 5 6 7 8 9 10 11 ,44OEa'6ERMA„T 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 40 oc 6Z 84 LZ 9G SZ +7Z EZ ZZ • �is11. 1111111► IIi1�,III IIIIi11l1i'111Iss1111111 iiIIIIIII 11 I I I I I I I IIIILI,III1� li' lZ OZ 61. 81 LI 91. GI bt El Zt tl cIL 6 8 L 9 S E Z t ww o 1' I I l I t I I 'i 'I f I l : ( I 1 II 11 11 1 i l II1 1 i 1 ,1 I , 1 011,1,1111 I�iill511 111 L11 1 +IIIILIII, I�li�ll!I IIiII,Illiillilfi iL;1111,!,�.1,IIII 111Li11�{ 111llllllllllllillf ,IIIII11..... 1111i1I11111tIIII. lI11!II►Ilil!�IIi!Iillilllllll! 1 III 11111 ,,, I11 1111 , awl+. r� ;iw1F7�l�i,'ri^r.. , CITY OF TUK4'WILA APPROVED FEB ,19?() BUILD. G DI'iS ON Reivp al•r1.4 PLR. , - WeNt...t. '1 (cal It TOT 21P p tae. ric71 a RE`r7 �0►ccl &--1,6•10 12, 1490 *Hit, NUMtease SHEAR W ALL TY CAL AT CORRIDOR A G .,,AL5 • 1� t JOIST LOAD TAEILE LOAD DL LL WIND LOAD SNOW LOAD W 1 (J 1 ,J3) Ica ... /PT 177 Up ' 1•. 1°LF W 1 (J I) 7a' / FT t.-2.. 9, UF' tit-F- 1 a°7 t9.-F- W 1 (J 5) 5o L.;;/1="r 1I"Lt= P1 '2O L-95, ± all437 Ua.Ek *4'2e, ...!545. P.2 '2 1-4:39 �. 446, L. , ice/ 1--e>5? P 3 '2 t34 L '_' 440 L...55; 16=epe7 L. P4 2.a#7 L. . 440 L., e, 1v7O L-e,�, t. Design each joist for the greatest of the following load combinations:' 2. 3. 4. 5. A.) DL +LL B.). Di + Wind Submit all joist colcuhotions to A/E for ooprovat. Locate vertical Web Member at concentrated loads or provide • additional L 1-1/2 x 1-1/2 x 1/4 vertical stiffeners each side of web. Building Code Allows a one third stress increase for wind load combinations. Above !pod criteria based on stub co4umn spacing indicated on joist elevations. Joist supplier coordinate design with contractor with respect to approved mansard scheme and resultant location of stud columns. C;A:t-f-4-Trice6sF--F0.7.17N/le N/1.1"-*°P-Irc-47 *7--fivi --71-i TYP. REINF. FULL WALL LENGTH .4.0e.. Trtv, — # O I4114 a�I IG� ofete1G5 .o" I .Ic ROOF HOOK DOWEL. 1.-8 INTO ROOF SLAB m cc --WALL REINF. SEE SCHEDULE - •-REBAR DOWELS FROM FLOOR BELOW-SEE WALL SCHEDULE V I TYP. FLR T •II - O NINc9 1 5 -i F6:- G 4°'i.iGE it,MRICick c;LAgee i+ 1= Ic1 TYPICAL WALL. DETAIL 5�,rNL6 : 1/4 ".11.01' - DOWELS -SEE SCHEDULE KM_ ALL WALL MESH SHALL STOP 1' BELOW SAAB A @OVE. ALL SPLICES SHALL BE MADE WIT REBAR AS SHOWN ABOVE & IN SCHEDULE. , c" -+�"'� frt,LIINP6\1TIG •►t ,4 . ,r' n.i{ kr •r r.'f �v� . 1,1111IiIIIIIIIIIIIIII 0 re ThS INCH 1 ' J eta s'v 4: =14 GENERAL The Genorcl Cor ;t.eac :c,r sahale ve.r"izy ell ciiiminsi•.aas end cite conditions before starting work. The Architect and Structural Engineer shall be notified of any discrepancy. Use details marked "Typical" wherever applicable. Changes, omissions or substitutions are not permitted without written approval of the Architect and Structural Engineer. Refer to specifications for further requirements. All materials and workmanship shall conform to the 1988 edition of the Uniform Building Code. The design, adequacy and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of the Ce retract ;r. , and has nct been considered by the Structural Engineer. The Contractor is responsible for the stability of the structure prior to the completion of all shear walls., roof and floor diaphragms and finish naterials. The Contractor shall provide the necessary bracing to provide stability pries to the application of the above mentioned compcnents. Observation visits to the site by the Structural Engineer shall not include inspection of the above items, ;; 4aRAL STRUCTURAL NOTES SHOP DRAWINGS Shop drawings to be checked and approved by the General Contractor prior to submitting for Architect and Structural Engineer review. General Contractor is responsible for verification and coordination of dimensions and details for each Subcontractor. DESIGN LOADS Snow Load 25 PSF Floor Live Load 40 PSF Cbrridor, Stair & Lobby Live Load100 PSF Basic Wind Speed per UBC 80 MPH, Exposure C Seismic Loading per UBC Zone 3, I=1.0 See plans for special mechanical unit loading FOUNDATION Based on soil report by Geo- Engineers, dated 5eptember2g, 1969, 40 ton treated piles with a minimum tip diameter of 9" shall be utilized. Piles shall be embedded 6" into pile caps. Extend all exterior foundations 1' -6" minimum below finished grade. Contractor shall provide temporary shoring to prevent movement of walls if backfill is placed before floor system is in place. (Provide special inspection of the pile driving, excavation, structural fill and backfill by the eo- technical engineer.. );.,,;,fT ,' EE 'r• HA,ti 60' OF r L. L A PLE - s,Tt : AP7aK. YIL ES ' • ti's CAST IN PLACE CONCRETE (Provide special inspection.) Attain a minimum compressive strength of 4000 PSI at 28 days, except PILE CAPS AND GRADE BEAMS may have a minimum compressive strength of 3000 PSI. Maximum Slump: 3" for slabs and footings; 4" for walls, columns and beams. Construction to be in accordance with ACI 318 -83, "Part 2 - Standards For Tests and Materials" and "Part 3 -• Construction Requirements." Location of construction or pour joints must be approved by the Architect and Structural Engineer if different from that shown on plans. 4 a WHIM a 414 z z O� 0 6 ttttol LU fib„_. co 443Cto tJ •0 cry u) co aD CD N REINFORCING STEEL (Provide special inspection.) Truss Type Joint Reinforcement: 9 gage, ASTM A82, Fy = 30,000 PSI. Welded Wire Fabric: ASTM A82 and A185, A496 and A497. Deformed Bars: ASTM A615, Grade 40 for #3; Grade 60 for #4 & larger. Securely tie in place with double annealed 16 gauge iron wire or approved clips. Unless otherwise noted on these drawings provide clear embedment at reinforcing bars as follows: Concrete cast against soil = 3 ". Formed concrete against soil = 2 ". Walls, columns and beams exposed to weather = 2 ". Walls, columns and beams not exposed to weather ._ 1 1/2". Slab on grade - 2 ". Low hydrogen welding rods shall be used for all welding of reinforcing bars. Submit shop drawings of reinforcing steel for review by the Architect and Structural Engineer prior to fabrication. STRUCTURAL AND MISC. STEEL Shapes, plates and bars: ASTM A36, Fy - 36 KSI. Pipe: ASTM A53 or A501, Fy = 35 KSI minimum. Tubing: ASTM A500 Grade B, Fy = 46 KSI. Bolts: ASTM A325 high strength bolts (H.S.B.) unless noted as ASTM A307 machine bolts (M.B.). Where high strength bolts are used, they shall be installed with load indicator dices (load indicator washers or snap -off heads). (Provide special inspections.) Expansion bolts (E.B.): "Hilti Kwik Bolt" or approved equal. (Provide special inspection.) Flush expansion anchors: "Hilti Drop In Anchor" or approved equal. Adhesive anchors: "Hilti HVA" or approved equal. Headed anchor studs (H.A.S.): ASTM A108 -69T, ry = 50 KSI, end welded per manufacturer's recommendations. Deformed bar anchors (D.B.A.): ASTM A496, Fy = 70 KSI, end welded per manufacturer;s recommendations. Welding electrodes or wires: AWS A5.1 or A5.5, E76XX; AWS A5.18, E70S --X; AWS A5.20, E7XT -X. Erection and fabricaticn in accordance with AISC "Specifications for Design, Fabrication and Erection of Structural Steel for Buildings ". Welding shall conform to AWS "Code for. Arc and Gas Welding in Building Construction ". All welding shall be performed by AWS Certified Welders. All columns and beams to be from unspliced lengths unless noted otherwise on the drawings. Submit shop drawings showing sizes, dimensions and required connection details for review by the Architect and Structural Engineer prior to fabrication. (Welders to be certified by the (WABO). Provide special inspection for field welding. STEEL JOISTS AND JOIST GIRDERS Joists and Joist Girders shall be fabricated by a certified fabricator in accordance with the Steel Joist Institute "Standard Specification for Open Web Steel Joists, K, LH and DLH Series" and "Standard Specifications for Joist Girders ". Submi :. shop drawings of joist layout, required connected details and streee analysis for "special" steel joists for review by the Architect and Structural Engineer prior to fabrication. Structural Engineer to provide to the city a letter stating joist have been reviewed and approved. STEEL DECK Conform to ASTM A446 Grade A or higher. Deck galvanizing in accordance with ASTM A525 G -60. Individual sheet length shall be continuous for 3 or more spans. Submit shop drawings showing layout for review by the Architect and Structural Engineer. I,TGHTGAGE STRUCTURAL STEEL STUDS AND JOISTS Bridging, accessories and 18 & 20 gage studs & track: Fy = 33 KSI conforming to ASTM A446 Grade A (Galvanized), A570 Grade C (Painted), or. A611 Grade C (Painted). Strip bracing and 14 & 16 gage studs & track: Fy = 50 KSI conforming to ASTM A446 Grade 0 (Galvanized), A570 Grade E (Painted) or A607 Grade 50'(Painted). 14, 16 & 18 gage punched joists: Fy = 40 KSI conforming to ASTM A446 Grade C (Galvanized) , or A570 Grade D (Painted) . 16 gage and heavier unpu:.ched joists: Fy = 50 KSI conforming to ASTM A446 Grade D (Galvanized) or A570 Grade E (Painted). .. All. tr-jtr_.*ural properties computed in accordance wi to ISI 1'Speci f i cat 1.'Yns for the glee g:: of Co. d Formed Steel Structural. Members." Designations on the drawings are Angeles Metal Systems. Approved equivalent products may be permitted upon review of the Architect and.,Structural Engineer. Install members in accordance with industry standards. Unless otherwise noted on. these drawings, stud wall track to be of the same material and gage as studs. Provide horizontal bridging at 5'- 0 "o.c. maximum at non - bearing walls and 3'- 4 "o.c. maximum at bearing walls. Bearing walls to be erected with stud ends seated against track web top and bottom. Submit shop drawings showing stud and joist layout, dimensions, sizes, bridging and required connection details for review by the Architect and Structural Engineer. All welding to be performed by AWS Certified Welders experienced in this type of construction. TIMBER PILES Pile are to be Pacific Coast Douglas Fir. Min. Fc =1250 PSI; Fb = 2450 PSI; Fv = 115 PSI aced E - 1.5 x 10 PSI. Submit shop drawings showing pile layout and schedule of pile installation including details for collars, shoes, and cushion blocks for review by the Architect and Structural Engineer. i �.c & ,AT 2.Ot 0, C.-, EXTERIOR 13I1EAR WALL I tI 40A4 -Alt of �efeetbeI.L., II:.II SMEAR! WALL 1 T LOBBY 1 /4Il: 1 O _ 1111111III1111111,111 11111111111l111111!l 111111i 1111111111111111III1j11l1IIIIIII1111111111111111 ,1111111'11111 1111111111111111;1i;IIIIIII I!1III'IIIiII111111111111I,III, 2 3 4 5 6 7 8 9 10 11 ,44OEa'6ERMA„T 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 40 oc 6Z 84 LZ 9G SZ +7Z EZ ZZ • �is11. 1111111► IIi1�,III IIIIi11l1i'111Iss1111111 iiIIIIIII 11 I I I I I I I IIIILI,III1� li' lZ OZ 61. 81 LI 91. GI bt El Zt tl cIL 6 8 L 9 S E Z t ww o 1' I I l I t I I 'i 'I f I l : ( I 1 II 11 11 1 i l II1 1 i 1 ,1 I , 1 011,1,1111 I�iill511 111 L11 1 +IIIILIII, I�li�ll!I IIiII,Illiillilfi iL;1111,!,�.1,IIII 111Li11�{ 111llllllllllllillf ,IIIII11..... 1111i1I11111tIIII. lI11!II►Ilil!�IIi!Iillilllllll! 1 III 11111 ,,, I11 1111 , awl+. r� ;iw1F7�l�i,'ri^r.. , CITY OF TUK4'WILA APPROVED FEB ,19?() BUILD. G DI'iS ON Reivp al•r1.4 PLR. , - WeNt...t. '1 (cal It TOT 21P p tae. ric71 a RE`r7 �0►ccl &--1,6•10 12, 1490 *Hit, NUMtease SHEAR W ALL TY CAL AT CORRIDOR A G .,,AL5 • 1� t Istt CITY OF TUKWILA WASHINGTON ORDINANCE NO. 72f AN ORDINANCE ESTABLISHING SPEC. IFICATtONS AND STANDARDS FOR FIRE HYDRANTS INSTALLED WITHIN THE CORPORATE LIMITS OF THE CITY OF TUKWILA THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON. 00 ORDAIN AS FOLLOWS: • All fire hydrants Installed within IM • corporate limits of the City of Tukwila shall meet or eyceed the following specIll• cations and standards: Section I. TYPE. Hydrants shall conform to American Water Works Association Specifications C S0244; shall be compression -type and Shall have a two-place breaking flange with breaking thimble el the ground line of stem; shall have 6 $elf•ol:ing dry bonnet with factory tilled reservoir holding we. proximately a ounces of oil. Oil reservoir shall have nol less than 2 "O" ring seats. Oil reservoir shall be so designed as to • give a complete lubrication of stems each ' lime the hydrant is operated. The upper stem shall have a brass sleeve. Hydrants shall be equipped with two 2'h" N.S.T. hose parts and one 41/2' N.S.T. pumper discharge port; and shall have a 11/4" pentagon cpen•IIII operating nut. Hydrants shall have a 6" M.J. bottom connection and VA" main valve opening; shall be designed for a 42" bury and shall pass la" above grade level to the center of the pumpsrdischarge port. Hydrant Cola to be "Rustoloum" e659 Yellow Gloss. Hydrants are to equal Mueller M•24015 or Mueller "A.419. Section 2. INSTALLATION. Hydrants shall not be closer than I feet to any nble.t; I.e., lances, parking, build. Ines, etc., (with the exception of hydrant guard posts.) Guard posts shall be Installed around hydrants not protected by curbs, so as to prevent an automobile from contacting the hydrant. The guard posts shall be either peel (minimum 4" diameter) or concrete (minimum I)" clameter.) Posts shall be 3 feet from the center of the nyd. rant and shall not be In direct tine with.. any discharge ports. Posts shall be 6 lest • long; 3 • 31.12 feat shall be burled. Painted finish shall be the same as for hydrants. Alt hydrants shall be Installed with an auxiliary gale valve between the hydrant main velVI and the wafer main. The gale valve shall be U.L. approved and have a Y' square operating nut. The valve shall W Installed at the hydrant - lateral Tee. II the hydrant Is greater Then 10 feet from the main. the gate valve shall be Installed in the lateral line, 10 test from the hydrant. The protector cover for the valve shall be :ell In plain view, flush with grade after landscaping or paving. Hydrants, auxiliary gate valv.s and supply lines shall be Installed to met: sound engineering standards per NFPA 424, paragraphs 4202, 4701, 4302, 4303, 4301. 430S. Section 3. COVERAGE. Hydrants shall be placed so that nopoint • ' of a building (around Its perimeter) Is greater than 300 feel from a hydrant. When geographical or construction 1 features prevent the placing of water I mains andjor hydrants, the Fire Proven. f lion Bureau may authorize the use of ap. proved "wall hydrants" or similar do. vices. Such authorization must be In writ. Ing. Sectlen 1. ACCESSIBILITY. Hydrants shall W in plain view for a distance of 5G feel In the line of vehicular approach. (Free from shrubs. trees, tenet, lafdaceping, etc.) The 4V s" pumper discharge port shall i fete the s :red, or In the case of private hydrants. shall taco toward the property 4614ObbaftKOAPIK4.01% 41140.1P, \ -- Hyd, .it supply lines shall be of ouch size and design as to provide the required fire How as recommended by IM Wash. Melon Survey and Rating Bureau Stand- ards. Tapping Into City water mains shall be by the process known as "wet•tapping." so as to allow uninterrupted service on those I mains. • Section 6. EXCEPTIONS. Any excepllom to hems covered by This Ordinance shall be mode by the Chief of ' the Fire Department and the Officer In. charge of the Fire Prevention Bureau of Ihe Tukwila Fire Department. Such eacep. lions most be In writing. PASSED BY the City Council and ep. proved by fl Mayor at a regular muting thereof on the Wits day of September, 1972. ' FRANK TODD Mayor Attest: SHIRLEE A. KINNEY City Clerk Approved as to Form: WAYNE R. PARKER . City Attorney ?4t Igtis:,�let; i i i i i i JJ I11�IIIIIIIIItiIIIIII��,I�IIII 0 16THSINCH 1 2 ! 3 , I rlII1I, Ii IIIJIIIilllillliliIililll IIIiItIiltIi1i IIIlIIIIIIiIi11111i1 i.lII,I1I1I1I1 1IlIII1I1III' I1IIi 11111111111111I1IIllli I1IIII,1 111111. ir.. 8 9 10 11 !/MEINGERM»rf 12 4 5 5 7 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the ,original document. 0C 6z 8G LE 9z sz -7z cz zz LE O? 6L sL Li l � i l � l � �9l1. 91. in C1. EL It j1!r!IllIiJI!! �il l iili�l iin�iiiiini�li liiiiil�iiiiiiiir ��li�ii! iillllliii! ihniliiiiliiii! niliiiiiiiiliiiiiiiliiiiiiiiiiiii1iiiif tin 111i11111 nil , z t WW0 iiiilnn nnlim inlluii�nnli�iii�inliiu�nnli 1 NOTES' • 1. Thrust 8 ocking for' Waler Mains shall be as shown hi the following Table; 312E , HORIZONTAL BENDS VERTICAL Sq. foot of Bear nq on' BENDS OF,; TUe�ns�disggturbed Eor h PIPE Oeaderdc 30° 45° 22V Cu.Yds. 4•r 2 3 44 ,1.0 1/4 6"' 3 '1.5 1/4 " 8" T " 9. 5 25 V4 10° �' 11 �' Ib 85 '4 : 1/2 12° 15,5 22 12 6 1/2 2, Concrete shol! be commercially oval oble In 5 Sock Mix or Class 2£. 3. Conerele not permltled In Jcinls or toContaet nits: ProlecI with Poper or Sheet Plastic before placing Concrete " _' 4.71e Rods 5ho11 be 1 /4 " l 1 /2 °flot or 5/8" diameter steel. Coat Tie Rods wilh Bituminous Coaling or Approved Equol. . Hook All Embedded Ends. BUILDING ENERGY CODE COMPLIANCE CALCULATIONS PER WASHINGTON STATE ENERGY CODE (REVISED JULY 1,1989).. COMPONENT REQUIRED "U" 'WALLS .30 (INCL. GLASS) ROOF .08 FLOOR Ra 7.0 (SLAB ON GRADE) KEYNOTES 1.',NEW GAS METER, .FURNISHED AND'INSTALLED `BY,;OCAL'`GAS` COMPANY:''(,AS''COMPANY TO FURNISH:? SERVICE' FROM MAIN'TO "METER. REQUIRED' CAPACITY =..2942 MBH AT 4 OZ. ' NEW4 "'NATURAL'GAS LINE BELOW GRADE, BY PLUMBINGCONTRACTOR. CAP NEW 2" METERED LINE FOR LAWN IRRI- GATION SYSTEM. 4. CONNECT� NEW 4" DOMESTIC WATER .& 8".,FIRE PROTECTION LINES INTO EXISTING CAPPED STUI: =INS FROM STREET. VERIFY EXACT LO- CATION. FACTOR ACTUAL "II" FACTOR .125 .024 R.. 7.4 THIS tBUILDING'COMPLIES WITH THE WASHINGTON STATE ENERGY CODE, AS I UNDERSTAND.IT, AS 'IT 'PERTAINS TO BUILDING INSULATION, PLUMBING, AND HVAC SYSTEMS. DAVID 0. MUSGROVE, P.E. WATER MAIN THRUST BLOCKING 5. WATER METER FOR BUILDING SEP.VICE. • �6. NEW FIRE PROTECTION 5 DOMESTIC WATER LINES BELOW GRADE. TO BUILDI:1G.' 1. ,20• I P x 7. CONNECT NEW :8" SANITARY SEWEW,,FROM BUILD - ING:TO EXISTING MANHOLE, BY PLUMBING. CONTRACTOR. VERIFY EXACT LOCATION & DEPTH ... OF MANHOLE .yFL6 .,..<8- /'t**l(L 8. \" S1liRM DRAIN PIPING. SEE ARCHITECTURAL SITE PLAN (BY SITE CONTRACTOR). 9. CONNECT BUILDING STORM DRAIN LINE INTO MAIN. 10. SEE ? -GROUND'S "FLOOR, PLUMBING PLAN FOR CON TINUATION(BY PLUMBING CONTRACTOR). • 11. NEW FIRE HYDRANT. SEE' DETAIL. - THIS 112. EXEMPT WATER':METER,FOR LANDSCAPE MIN- E" XLING.(vrt'I -7dcJ 74ETEK) 7000 4e4k:- YA LVE- .8..."11G-M1970/ k- Eq,„f) M• 7:Fle 4K Lo1Tie- `13. PROVIDE THRUST Bt. KING N AZL'Nati '. . MAINS :AS SHOWN IN TABLE -'THIS SHEET '(TYPICAL). 14. POST ;• INDICATOR, VALVE.' INSTALL 4 IN ACCORD- . ANCE WITH`FIRE MARSHALLS REQUIREMENTS. GENERAL' MECHANICAL NOTES A. ALL PIPING &` DUCT 'PENETRATIONS THROUGH WALLS- AND FLOOR SHAW. BE FIRE STOPPED, PER SPECIFICATIONS. 1.7 code r4 ,--dEet.- wki.vc Fi.SSr"MfLY fea«,%7 G+N ( -eaL .,.TA'.. -:Le/ -21.; (P.'• ,% - ..-G47/2 . ,VEW :.i:1,V. •_- L`.C'L �v. �[..' -e.77j 47 F'v' �� Wile nl.r•�,. + >.x .,� , Exrsi )-/C7 A ri Zvi E (I 1./) TD ":Ef -A7r -' �(7•E,° ?CAL)_. HOTEL MECHANICAL DRAWING LIST ,M1.0 MECHANICAL SITE :PLAN. :GM2.0 "GROUND)LEVB7`FLOOR'PLAN - PLUMBING. �'M2.1 j2t1D. & 3RD. FLOOR PLANS - PLUMBING. M2.2 FOURTH FLOOR 'PLAN PLUMBING..! s M3.0 PLUMBING;& FIRE,PROTECTION RISER DIAGRAMS. M4.0s'. GROUND' LEVEL FLOOR., PLAN - HVAC. M4.1 2ND. &^ 3RD. FLOOR FLANS - HVAC. M4.2 FOURTH FLOOR PLAN - HVAC. 15.0 MECHANICAL SCHEDULES, DETAILS. FIRE HYDRANT, W /6" INLET CON- ,:;:,. NECTION, (2) 2-1/2..,.• HOSE CONNECTIQ, S, AND (1) 4" PUMPER CONNECTION. �" L-I I 1 (l D T.. HYDRANT MANUFACTURERS MODEL : Ctkj 0/41 1Q4(G.47Z� NUMBER Ei SPECIFICATIONS 10 BE J SUBMITTED TO LOCAL FIRE DEPT. FOR APPROVAL BEFORE INSTALLATION. VALVE BOX W / "WATER° CAST IN COVER 7 : A7r/ (rrpicAL) -- S. 186TH ST. MIN. 1Ijlaaa VI ='IIH1 MINIMUM MECHANICAL SITE PLAN -6 OS 13Y CAST IRON GATE VALVE LV/ BRONZE TRIM. UL LISTED. 175 PSI WORKING PRESSURE. 6" CLASS 150 CAST IRON MECH • ANICAL JOINT PIPE CONCRETE THRUST BLOCK- 4.0 SC. FT. MINIMUM BEARING AREA AGAINST TRENCH WALL. 3/4" ROCK TO ELEV. 6" ABOVE WEEP HOLE IN BARREL PRECAST" CONCRETE PIER BLOCK. 16" SQUARE BASE FIRE HYDRANT DETAIL m• : NC1 -.4. '" DHA DOM 8910 MUSGROVE ENGINEERING Mechan!eal Engtnee'ing 4619 Emerald "Suite D. 8O'Sr. ID 837C6 (208) 384 0555 MINN . IIIIII11111111I1111111IlI1IlIlI111I11111I1I .11 Ill' IIlIlI11.1111 1 11III1f1111 11 Ill Il,. i'I 'Ill! I�1�111I1111111I11 1 ill Iii 1iI111111111111111111 111(1 hlllt� I 111iy�1 0 "...,.".. ' 1 2 I 3 4 5 5 7' . 8 9. t 10 11 ...I .... 12 ' -1 NOTE: If the microfilmed document is leas clear than this ' notice it i8 due to the quality of the Original document � oc 6Z 8L CZ 9Z SZ 4Z et Z7 lZ OZ 61 81 Ll - 9L SL o1 - EL Zt Lt 0) 68 1. 9 . S e e Z l "" O 1111111 I.ilu duulnuiu1111 nlnnlunlunlnulunl1ud 11I11u16u11 i 111111du Ilunlnnl11111uu1uulun1nuhminu6m1n11111111mduu1un1uu1uu1u111n96nlleldu 11nu6u11uuluulnuhullcuirl 11P1111111111111111111111111111101111111I111111I KEYNOTES L SEE WASTE RISER DIAGRAM 'A" SHEET M3.0. 2. SEE WASTE RISER DIAGRAM "B" SHEET M3.0. 3. SEE WASTE RISER DIAGRAM "C" SHEET 143.0. 4. SEE WASTE RISER DIAGRAM "D" SHEET M3.0. 5. SEE WASTE RISER DIAGRAM "E" SHEET M3.0. • 6. SEE WASTE RISER DIAGRAM "P" SHEET M3.0. ' 7. SEE WASTE RISER DIAGRAM "G" SHEET 113.0. 1 8.. SEE WASTE RISER DIAGRAM .H. SHEET M3.0. 9. 1" COLD & HOT WATER PROM ABOVE. 1/2" COLD & Y711. 3/4" COLD& HOT WATER FROM ABOVE. 12. Y1,1 1/2" HOT NATERRECIRC. LINE FROM 3/4" gE • H.W. AT EECOND FLR. & 4" COLD WATER MAIN UP. • 13. 1 COLD & 3/4" HOT WATER FROM ABOVE. 14. 1-1/4" COLD a 3/4' HOT WATER FROM ABOVE. 15. 4" WET STANDPIPE UP TO SECOND FLR. 16. FIRE SPRINKLER LINE UP. SIZE AS PER SPRINKLER CONTRACTOR. 17. FIRE HOSE CABINET. 18. O.S. & Y GATE VALVE WITH MONITOR SWITCH, LOCATED ABOVE CEILING. ,19. 4° SANITARY WASTE DOWN IN WALL TO BELOW FLR. 20. 4" OOP DRAIN B 4" OVERFLOW DRAIN LINE PROM ABOVE, ACROSS ABOVE FIRST PLR. CEIL- ING & DOWN IN WALL TO BELOW FLR. AS SHOWN. 21. DROP 3/4* HOT & COLD WATER IN WALL & RUN BELOW CABINET TO FIXTURES, EACH WITH c INDIVIDUAL SHUT-OFF VALVE AS REQUIRED. (SINK, DISHWASHER, JUICE MACHINE, COFFEE MACHINE) 22. 1" H.W. RECIRC. LINE UP TO SECOND FLR. HOT WATER PROM ABOVE. • !.41' EE' 23. 3/4" CONDENSATE DRAIN LINE FROM A/C UNIT ABOVE CEILING. -24. CONNECT 3/4" CONDENSATE DRAIN LINE TO 1-1/2" CONDENSATE DRAIN LINE IN WALL DROP. 25. 4" OVERFLOW DRAIN LINE FROM ROOF • & DOWN TO BELOW FLR., OFFSET AS REQUIRED. 26. 4' ROOF GRAIN LINE FROM ROOF & DOWN TO BELOW FLR., OFFSET AS REQUIRED. 27. 4° WET STANDPIPE LINE UP IN CHASE. .28. SURFACE MOUNTED FIRE HOSE CABINET. 29. FIRE SPRINKLER LINE ABOVE FURRED CEILING SPACE. CORRIDOR CROSSINGS TO BE LOCATED IN FURRED CEILING AREA IN CORRIDOR, SEE ARCH. DRAWINGS. SIZE AS PER SPRINKLER CONTRACTOR. 30. PROVIDE PRESSURE REDUCING STATION ON MAIN WATER SUPPLY LINE IN MECHANICAL ROOM. REDUCE PRESSURE FROM APPROXIMATELY 110 PSI TO 70 PSI. SEE DETAIL. ON SHEET 5.0. , 31. 4• COLD WATER SUPPLY LINE UP PROM BELOW GRADE WITH MAIN BUILDING SHUT-OFF VALVE & DRAIN VALVE AT FLOOR. 32. FIRE SPRINKLER RISER I. ALARM VALVE ASSEMBLY WITH FLUSH FIRE DEPT. CONNECTION WALL PLATE LETTERED "AUTOMATIC SPRINKLER°. 33. NOT USED. 34. FIRE SPRINKLER ZONE FLOE CONTROL VALVE ASSEMBLY WITH 2" DRAIN LINE DOWN TO FLR. . 35. 3/4" 160 DEGREE HOT & 3/4" COLD WATER DOWN ON WALL TO 48" ABOVE FLR., EACH WITH HOSE BIBB & SHOCK ABCORBER (J.R. SMITH FIGURE 5010), FOR CONNECTION TO WASHER. fz 36. INSTALL FLOOR DRAIN FD-2 INSIDE DRAIN TRENCH. PROVIDE 1/2' X1/2' GALVANIZED HARDWAEE CLOTH, DIAMETER TO MATCH DRAIN STRAINER & HEIGHT TO 1" BELOW TOP OF TRENCH TO COVER FLOOR DRAIN. SECURE TO SEaAINER. 2* NATURAL GAS LINE DOWN WITH SHUT-OFF VALVE C. 1-1/4" LINE TO EACH DRYER CON- NECTION WITH SHUT-OFF VALVE. SEE DIAGRAM, SHEET 113.0. 38. 1-1/4" 160 DEGREE HOT WATER S 3/4" 160 DEGREE HOT WATER RECIRC. LINE UP IN CHASE ABOVE TO FOURTH PLR. 39. 2" WASTE LINE FROM ABOVE, OFFSET AT CEILING 6 DROP IN WALL. OR CHASE TO BELOW FLR. 40. DROP 1/2" HOT WATER DOWN IN WALL TO BELOW CABINET & THRU WALL WITH SHUT-OFF VALVE FOR CONNECTION TO GLASSWASHER. 4 . 3/4" COLD WATER DOWN ON WALL WITH SHUT- OFF VALVE AT 12. ABOVE FLR. FOR CONNEC- TION TO ICE MAKER. 42. 4" GAS LINE FROM BELOW GRADE UP IN ' EfE COLUMN FURRING WITH VENTED SLEEVE TO ROOF., 43. 2" VENT UP TO VENT RISER IN CHASE ABOVE. 44. .1" H.W. RECIRC. LINE UP TO FOURTH FLR. 45. 1-1/4" CONDENSATE DRAIN LINE FROM ABOVE IN WALL, S 1-1/2" DOWN TO BELOW GRADE & CON- . NECT TO STORM DRAIN OUTSIDE BUILDING AS SHOWN. 46. NOT USED. 47. 2" GAS LINE INTO POOL. EQUIEMENT ROOM FOR CONNECTION TO POOL 0 SPA HEATER. PROVIDE . SHUT-OFF VALVE FOR CONNECTION TO EQUIP- , MENT BE OTHERS. .4" STORM DRAIN UP THRU FIR. WITH 4" X 6" OPEN HUB INCREASER AT 12" ABOVE FLR. FOR POOL WATER DISCHARGE WHEN FOUL. IS ' DRAINED. t\E E '49. , PROVIDE SHUT-OFF VALVE ON 2" C.W. LINE ;I,LE%E. FOR CONNECTION TO POOL & SPA EQUIPMENT. 50. 4" ROOF DRAIN LINE DOWN IN COLUMN d, OUT •°. BELOW GRADE. 51. 4" OVERFLOW DRAIN LINE DOWN IN COLUMN & ELBOW OUT ABOVE FINISH GRADE. 2 GENERAL MECHANICAL NOTES A. ALL PIPING & DUCT PENETRATIONS THROUGH WALLS AND FLOOR SHALL BE FIRE STOPPED, PER SPECIFICATIONS. 6E0%4,46 0.4.04 Fc(e- D I I ; COVERED .71. - ENTRANCE Fe'E. cow:mt. LL. 454:4I4c-FizomS444N, I.1616%REOE4OLATECZ Pry Loc4. dip4; 29$2 1-15Af Ge4:2Z. PIM Is 4" fric. w/461-6 MI* fog_ coups'. -ef--2' I -4) raw it41-44evsn PLA41.14°' 484, t.45.0 r T4*' A. .O.N.to-AoStwALK. G.O. lIP T...‘tvaokg.." To 00 . Z 4L 0 Itt 4' 4' 24 1 [14 re■ke, LI.lS. P7f...L6v4 2' 11351.1' EXERCISE RM. POOL tL- SPA L >T:ENTF1.4- .tr.- r GO tn- I o LOYEE . NGE ' 47: SP 1 II II II !I 0 :! r2.4:•P 7/4'Cat40.CM.L.o..1 UNE.. E-111-614,, To Fs -t ed. 26 „4_, RICCEEDP -NG 1 OFFI E EMPLOYEE\ 11/4` r4-I TOILET , "1_1221- • -LAUNDRY . , LOWER LOBBY ft91 .1 1 H.C. th. ' 414.4.42E, 4?1 HOSPITALITY SUITE e3Wp PleglA Lodi. I I ; Fe0-1Vf 4"--• ! 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EEEEqlr,EECEEWEEtEk.-EW" e\ SD ,.0. 44 Te, 4' (0) 50- al NIB. 6LIS61 Ft' 11 ELECT. • r -FD-2 ' 194 E4R, 11071 H C 1 15 Fu> ISTORAGE r:A; SO SO IIIIIIIIIIIIIIIIIWIIIIIIIIIIIIIIiillitilitill IiiillillillillifilliiIIIIIIIIIIIIIPIIIIIIIIIIIIIIIIIIIIIii11/11111/11111/1111111111111 1111111111c:1;ir111111111-'111111111.11IIIIIIIIIIIIIIIIIill 0 ,4,..*,..<- 1 2 . 3 4 5 6 7 8 9 ,-, 10 11 --.4.......• 12 NOTE: If the microfilmed document in less clear than this ,,,A;IIIII1z1!;11;j114;11111illt:iy:Hilhilliili?..11,111.;11,,,,,LIIIIi7.111111111 ildifilhididllibilliiIIIIIIIIIH1111111111111111i1111111111i111111111111110illE11111101111111N1141111111111:1ffillffilln11111111111111111111111111111111111111161110h111411111111111111111;11111111111 3; OC 62 lac tE Si sz >".1;ez zz IS OZ 61 ei Lt 91 St .71 ft 21 II 01 6 9 L 9 S 9 f 1 1 ^0 0 ,,T4:1 , , *.V. notice. it is due to the quality of the original document. 4) 5tfl rt144 Fenz. . RECEIVED - CITY OF TUKWILA . OCT 03 1989 BUILDING Can • , , MUSGROVE ENGINEERING /1 . Mechanical Engfneedng / 4619 Emerald. Suite 13• . "" BOISE. ID 83706 (208) 384-0585 MUMSta , 1 ',. : ' 'iNA2•0 r''. ..17;'''1:14 ai"%: ' Zq.4!.7.*Y.'r ...• :.,. '''.10. ' ..../., , ,Viti ; .1• .'Or • ,,. 4$S10%,Wt:■ •■.,;.,...* ,5 -:.: ; . , MIA 9.sti.evg -., ...,,,, Dom ' ' ..; 8910 ' MUMSta , 1 ',. : ' 'iNA2•0 r''. v. • SEE WASTE RISER DIAGRAM SEE WASTE RISER DIAGRAM • SEE MASTE RISER DIAGRAM SEE WASTE RISER DIAGRAM . SEE WASTE RISER'DIAGRAM . SEE WASTE RISER DIAGRAM "An •nip "C" "D" "Ea am "G" "H" SHEET M3.0;. SHEET 'M3.0. SHEET M3.0. SHEET M3.0. SHEET M3.0. SHEET M3.0. SHEET M3.0'. SHEET M3.0. • 1" COLD & HOT;;, WATER FROM FOURTH FLR. & EXTEND 3/4" COLD & ' HOT DOWN TO SECOND FLR. 1--1/4 COLD & HOT FROM FOU • " itTH FLR._ & EXTEND 1" COLD & HOT DOWN TO SECOND FLR. HOT FROM FOURTH FLR. & COLD & 1" HOT DOWN TO EXTEND 1" COLD & HOT DOWN 12. 1/4;" COLD & HOT gROM FOURTH FLR. & EXTEND 1" COLD & HOT DOWN TO SECOND FLR. EXTEND 1/2" COLD & HOT DOWN TO FIRST FLR. 13. 1-1/4" COLD , EXTEND 1" COLD H &T HOT ODOWNUTOHSE" FLR. & n & EXTEND 3/4" COLD & HOT DOWN TO FIRST HOT T FLR. •14. 1-1/4" COLD & HOT. FROM FOURTH FLR. ' & EXTEND 1 -1/4" COLD & HOT, DOWN, TO SECOND FLR. & EXTEND 1" COLD & HOT DOWN TO FIRST FLR. 1 . F EXTEND 1-1/4" COLD &O FOURTH FLR. & HOT DOWN TO SECON EN D FLOOR & EXTEND 3/4" COLD & HOT 'DOWN TO FIRST FLR. HOT. FROM FOURTH FLR,. & COLD.,,. 1" .. ' & 1 HOT DOWN 'TO EXTEND 1" COLD & 3/4" HOT FLR. t ors, • . „0„4 �x t 1 r sal i 17. & EXTEND O1 -1/2" -COLD &Q1 "HOT DOWN TO SECOND FLR & EXTEND 1 -1/4" COLD & 3/4" HOT DOWN TO FIRST FLR. 18. 1" ,, HOT, WATER REC „./RC. LINE FROM SECOND FLOOR 'UP TO FOURTH FLR. 19. 4” WET STANDPIPE FROM FIRST FLR. & 4 " UP TO FOURTH FLR. 20. ;FIRE SPRINKLER MAIN LINE FROM FIRST 'FLR. & UP TO ,FOURTH ?FLOOR. SIZE AS PER SPRIN- KLER-CONTRACTOR. 21. FIRE SPRIN KLER ZONE FLOW CONTROL VALVE E ASSEMBLY & 2 "DRAIN DOWN. 22. FIRE 'SPRINKLER LINE ABOVE FURRED CEILING SPACE. CORRIDOR CROSSINGS TO BE;LOCATED IN FURRED'CEILING „AREAS IN CORRIDOR, SEE ,ARCH.-DRAWINGS. SIZE AS PER SPRINKLER CONTRACTOR. 23. 1” HOT WATER RECIRC. , LINE FROM ' FIRST FLR., RUN AT SECOND FLR. "CEILING ONLY. 24. FOURTH FLR. ANDPIPE FROM FIRST FLR. .& UP TO SEE DIAGRAM SHEET M3.0. 25. 2" WASTE RISER & 2" VENT RISER IN WALL. 26. :DROP,3 /4" C.W.;DOWN 7N WALL WITH SHUT- OFF `'VALVE THRU : WALL AT 12" ' ABOVE FLR. FOR ICE MAKER. 27, 1" HOT WATER RECIRC. LINE FROM FIRST FLR. &'UP TO' FOURTH 'FLR. 28. 3/4" CONDENSATE DRAIN LINE FROM WALL A/C UNIT 'AT'`FOURTH FLR. ABOVE & 1 -1/4" LINE DOWN TO FIRST FLR. 29. GAS LINE IN VENTED SLEEVE LOCATED 1N VENTED COLUMN FURRING FROM FIRST FLR. UP TO ROOF. 30. 1" HOT 'WATER FROM FOURTH FLR. & EXTEND .3/4" HOT WATER DOWN'TO SECOND`FLR. 4" COLD WATER MAIN FROM FIRST FLR. & 4" COLD WATER UP TO FOURTH FLR. ,G14.A►tZ,�9 rJ1,pNe 1 *E 612.: T'YP L 1 Gt1 rj P7 'ri I.AYou , t 31. 1- 1 /4 "'- "160"DEGREE HW'<& 3/4" - 160 DEGREE RECIRCULATION LINE IN CHASE. 32. 4" ROOF.DRAINI.& 4r 'OV.ERFLOWDRAIN LINE FROM ABOVE & DOWN TO FIRST FLOOR. . LA4,1 p No, 1 .i .. �. .6:FGare. T`f i9I -4L j p,,k-n [?I1__ f .i f i ii A. ALL :; IPINu., & D, UCT PENETRATIONS T1iF.0UGH ' WALLS AND FLOOR "SHALL BE TIRE STO .?PED,:PER SPECIFICATIONS. SECOND FLOOR PLAN — PLUMBING (THIRD FLOOR SIMILAR) ap' ic1- -E , 1/0 s 1 i Q1 MUSGROVE ENGINEERING Mechanical Engineering 4619 Emerald, S•1, S1' t, E, ID 83706 (208)uite "'3D84 -0585 srraruk�5esr� Tt �11a�Y�, s, �w � *a!�hs --w -el4cx`VAIMe* III I.I ri I I. IIIJII ItN I I II JI III .I •I I•' I(I[.I IjI( I I{ it [It 4 5 6 7 I 8 4 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the.original document. Iz 0? 6I el it 1 sI at ti Zi a OL 6 8 1 9 fi V C 111111,.1 . %;114 'ya 1r $. ,y,�-•. . v .f r 1 1r . n� ,S "I � 1a y 1.'r I ral6 .;.�n. 1u.��.0 .+... .n2.I� ua n'rayy4:�h.ltl . g st .' .r.. 11,T; _1 tn.!'sti F.. 1 ' S 1i. l.m ..f..1..: . i.•1 l. dmi . Ai ii."` +?� � uJ : � Y. �.. e).?. .y? T�.ir n.��1 Ilmi1,,.1....�i dmillOm.. .r 1 .,. 1 L� 6fJ'.r.� ,' ✓z611 e. 9 1 1y + 1I 1.1 fi �' r 1? , � w' x s� ' �`� } f y ,,I.; ,Y - ' , d,- -:, :.j i ! `oIr I f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 p 1 1 1 1 1 1 1 1 1 1 P I 10 11 MADE INGEnwwr 12 • ,EaoFTop /JVAc tkiir .3a, r�ar1 s7;4/41/15L1. Pg1✓r/-6us �. . 3 ! IAY iz'oor Al/ ea) 21/e /use vALV$ iJ/ CAPS y� c/- /A,/,/s - ----- ,Eoor �•Vi� J1._ 1 /`v t4// a Aid. / Wb/ 12G Hh.5,./ 726 Ht3,.J 4711 — c;At/ 4 E A// 44 C� F� G rdc- 1 Tv Arr- 1oSrr -/E . ~Z 1 ,4&.,Y,C' p-gtAr c›s. FIRE. I-(OsG cA NET' 11 I %a" L1HP .7% FIRE Nose, 7.5' Lot-J6 , 3 ArAusTAGI -E• / F0/9 TYP . Gr{A :-A.S 541,)r- orr TYPE 1.IoZZR. -E. (PER' CITY OF 1UKWIL -1-A 5'(ANDAfiQ5) , . 'Cr, rAlc /Jv 11 11 11 11 l •_ ,5// 11 Frl�, os r A T vAL vim- /,J/ / ,J/ 7-bre SW/ ;; /••/ e r Yl/cA L) 4,1 Akio o $ S A hl rr'_5 r ?As r ✓�-r, 2o° I-- 7`rP O/' 5 // Goi4NEGT 1b Fi66 sPIki NKL_E -I3 RISER t. 4AS 1/Er ic7, 7brA L GA r^' = 2=7 52 r10a1 GAS PIPING RISER /sr WET STANDPIPE RISER DIAGRAM gooie vr, L 4H --+ 4 "vr/z 4' L JL --+ 1H v JL 4/' /1 vrj L WASTE RISER "0" WASTE RISER "H" 4H 4/ :/ 1 • L4✓ / A/c•/ 3„ •I 1 /,4v./ L-\ //2,/ ^t* Ak 2 I Tl�r.3.2 ///2 "- La 1 A Y' '1 '2 // We -/ I 02! A/c . / T 1/ 3" ,1 _32 H ;,, plc -/ / �,2/ T1 // / LAv,/ 1 k/c•/ i1 /'/2" LAv / /c • / A21/ ik/c . / I ,/ /2/r GA/C•/ ' 1/ off 5 :r /- AS7 Ar /--//:3 r "L.cc x. 7 -U/3.2 LAV•/ GAG'/ -)/ r, 2 "---• 4" /1 420 RECD Ci Y OF TU1'WlLA OCT 0 3 1989 BUILDING OM 111 EV I$KOe' DA E: : 1.44 al. ;HXit: Aiarni.'rs WASTE RISER "A" WASTE RISER "B►► WASTE RISER "C" WASTE RISER "D" WASTE RISER "E" WASTE RISER " "P " MUSGROVE ENGINEERING Mechanical Engineering 4619 Emerald, Suite 0.1 BOISE, ID 83706 (208) 384.0585 • 0 ar; erm„ 1II II1I II1I IIII IIII ! i11111I 111141111 111111111 1`1 11111 ,L;1 L111 III' 11 11 I I (11 I,I, I 111[111'11 11,lIi 1Il ! I 11 11 1 I I I 1 (I 1I1,1i ' III 111II !III. I II. 111111111111111 111111 2 3 4 5 6 7 8 9 10 11 "AN"EithteNY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. OE 6E 86 LE 9E SE �z cZ zz tz Oz :14..4it::4,,L1,„_4,,91. . ,I,.l'.•�.. , .l ._ le lfJlI.l. l. l , . i}..I. .., I < I.. . . 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I r II !+ I til:�14r4 5�� . l. rYJ��'"�'%'.� *y* ,..r Y ���,' S: �- "'iti': .�, :�,v �lr•. �,h r ,,�>.,• .. •,...1' ,.. ,� •?•,., + „ays`y., �. r .y,f- .r' .! ,,'''ri"a ,q.�. ..• �?y;., g "L.;�,s.W `�fy,. �a /„ �.:1". ,r'a r. u.';s� ^. 7.'.. �,�. .t.. +...,� - rr."aNd " Vic. ?,..:.ar�'::rer ;rG .c „r. }F.,,4r' .,r... Y.P'^'�.J. ,. ,i. �.,.t.�.' •;. s,. /.� .,.R'J!:f` ip ��.::.�...,. ,. /';'.�:F: ..: r; `,f �', _ �a.c� _ r ,r:°iirs., r.. `v,ftr':: ".:f 1k a.: F � .�,'.t �.. �. 6%> 1'•, i�C 2 ''M'” i ...e drr.v° riNl4`r iL �� �.x+Y;'S�Sd.�*1,r°d+•;ti' KEYNOTES EXHAUST RISER UP TO ROOF` DUCT RISER " " R SIZ /NG PLAN NO.1 SHEET M5.0 FOR . RXHAUS'P RISER UP TO ROOF DUCT RISER "C" FOR SIZING PLAN & NO.2 SHEET M5 . EXHAUST RISER ` UP 'T0,' ROOF DUCT RISER "D" FOR SIZING PLAN NO.1 & NO.2 SHEET M5 EXHAUST FAN, SEE & SEE ' ENLARGED .0 FOR 'LAYOUT. EXHAUST FAN, SEE G : ;& SEE ENLARGED 0 FOR LAYOUT. 5. EXHAUST RISER UP .TO, ROOF DUCT RISER. "E" FOR SIZING PLAN NO.1 SHEET M5.0 FOR 6 . ': EXHAUST RISER UP TO ROOF DUCT RISER "F" ` FOR SIZING PLAN NO.1 SHEET M5.0 FOR 7. EXHAUST RISER UP TO ROOF DUCT `RISER "G" FOR SIZING PLAN NO.1 SHEET' M5.0. FOR 8. EXHAUST RISER UP TO ROOF DUCT RISER "H" FOR SIZING PLAN NO.1 SHEET M5.0 FOR 9. EXHAUST RISER UP TO ROOF DUCT RISER "'I" FOR SIZING PLAN NO.1 SHEET M5.0 FOR EXHAUST FAN u, SEE SEE ENLARGED LAYOUT. EXHAUST FAN, SEE & SEE ENLARGED LAYOUT. EXHAUST FAN, SEE & SEE ENLARGED LAYOUT. EXHAUST FAN, SEE & SEE ENLARGED LAYOUT. EXHAUST FAN,, SEE & SEE ENLARGED LAYOUT. 10. EXHAUST RISER UP TO ROOF, EXHAUST FAN, SEE "' " DUCT RISER J FOR SIZING & SEE ENLARGED .PLAN NO.3 SHEET M5.0 FOR LAYOUT. 11. 6" X 4" E.R. , 60 CFM. 12. 24" X 4" S.R. , 300 CFM. 13. 30" X 4" S.R., 400 CFM. 14. 6" X 6" NECK C.D., 3 -WAY THROW, 100 CFM. 15. 12" X 4" S.R. X00 CFM. 16. 36" X 6" R.A'.G. AT CEILING, 800 CFM. 17. 24" X 18" SUPPLY DUCT DOWN IN CHASE TO THIRD FLR. 36" , X 12" RETtr RN DUCT DOWN IN CH � " ASE T0: THIRD FLR. 19. 48" X 12" SUPPLY & RETURN DUCTS THRU ROOF TO A/C UNIT NO.3. 20. 12" X 12" EXHAUST DUCT FROM BELOW. 21. 18!' DIAMETER,DRYER VENT DUCT FROM BELOW & UP THRU ROOF 'PO DISCHARGE 'ELBOW. SEE DETAIL SHEET M5.0. 22. 12" DIAMETER DOUBLE WALL TYPE "8" VENT FROM WATER BOILER UP THRU ROOF, SEE DETAIL SHEET M50. 23. REFRI GERANT . PIPING FROM A/C UNITS ON GROUND LEVEL UP TO CONDENSING UNITS ON ROOF, C.1 °11- 444 24. PROVIDE 42 X 24" O.L. °IN'WALL '`° OF ELEVA- TOR ' SHAFT 'ABOVE ROOF . •MINIMUM FREE ' AREA REQUIRED = 30.SQUARE FEET. ..�n� iz.oap 'tit B ?Ye. Mai;µ [41H4cI! 4 "'RP�7VtlDOj'3~ C� .teaYq�" .VEN' 1 ALL PIPING & DUCT PENETRATIONS TFIROUGH WALLS AND FLOOR SHALL BE FIRE .STOPPED, PER..SPECIFICATIONS. 1141+t 4" vDr•;;�:w ask +f.:,arw: t MLtSGROVE ENGINEEMNG }'MeChaittacai Engineering 4619; „Emerald,_ Saute' 0-1 BOISE, ID 85706 (208) 384•Q51)5.. �c:.meatnc•: • I I I J I i I i I J I I 4 1 I I J i I i f 1 � � � I t � J ; J r l : l I ' i l � , 1 1 1 ! I � ; � d i e 1 I : 1 1 �' 1 1 ', �,i' �i, f i. ; 1�i�i i r�.i i1ii i 1� i ii.l'•III. 2 3. I 1 1 1 l I l!I�l�l��11 �1�1�1 5 6 8 9 10 11 IN 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 OC 63 ee Lz 9E 5z 473 se zz tE 0Z 61. et L 91 91 Vt CI Et • tt 01. 6 e i. • 9 s •' c �'.v ,} `. ▪ 4 s '�. r..r, .-. , r4 . . �... .,. :S .. :.. . - , �. ,{ „, n �,; , �.r , ' :„+.. �?:- � ....,.F. r '{ ' �'k..ea;!y <' r, r ,. ..,4, t,.y�d'�.•:.,:.rF.� .�. :+..'., , . 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ROOMS - POWER PLAN SCALE : 1/4":1' -0 CONSULTING E 4GINEER$ 815 PARK LIOULEYARG SUtTF ; por$E, IDAHO N702 ('106) 34E-t 27' •T• • • MSB -lE MSB -IF MSB -3A MSB -3B PANEL (320) MSB -2E MS$ -2F DAIS, 'C3' (320) 4 #3/0 &1 #'6(G)-2'C MSB MSB -2G -2H (220) 4 #3/O&1 �-- #6(G)-2'C PAD - MOUNTED r ..-- TRANSFORMER BY PUDGET POWER i C.T. ENCLOSURE ,: F.C, METER METER BASE MSB -2A (220) PANEL (220) i 4 #3/0 &1 #6(G) -2'C "16EL (220) MSB MSB MSB -2D -2C -2D MAIN SWITCHBOARD 'MSB' 208Y/120V, 30, 4W, 3000A BUSS 50,000 A.I.C. (12' -6," MAX. LE c1-1) 4 #3/0 &1 #6(G)• -2'C MAIN SECTION SECTION 1 MTG. SECTIOIN 2 MFG. & CATALOG NUMBER NOTE SECTION 3 BLANK 200A. 200A. KTN -R CEILING SURFACE 200A. 3P. 200A. KTN-R METALUX NO. SS-- 240 -LES A 200A. 3P. 200A. KTN -R B 200A. 3P. 200A. KTN -R B 200A. 3P. 200A, KTN -R N/A B 200A, 3P. 200A. KTN -R 3000A. BOLT SWITCH 3000A 3P. -LOC KRP -C —"'00AFRN- C 200A. 3P. - 200A. KTN -R WITH FIXTURE 200A, 3P. 200A. KTN -R 1,5 200A. 3P. 200A, KTN -R 15 200A. 3P. 2OOA, KTN -R E 200A, 3P, 1 200A. KTN -R L BLANK F 60A. 2P.— 35AFRN -R 17 200A. 3P, 200A. KTN-R 200A. 3P. 200A. KTN-R EMERGI- -LITE NO BSEX73 -G E 60A. 2P. 35AFRN -R G 100A, 30-1100A. 100AF'RN -R 3P.: ,00AFRN -R 200A, 3P. 200A, KTN-R ABOVE FIXTURE 200A. 3P, 200A. KTN-R 1 100A, 3PP R:i00Af 1O0A, 3P.6.-- RN--R 200A. 3P. 200A. KTN -R ‘,//DIRECTIONAL ITSHIELD, ER HOUSING BRONZE. FINISH SEE DETAIL 3/E1,0 200A. 2P. 150A, KTN-R IMPERIAL BRONZE LIGHT, NO, GM- 2075 - PAR -LV -B W /DIRECTIONAL SHIELD 1,6 k 60A, _ 3P:.- 60A,KTN• -R 60A. 3P, SPARE ; IT-- 200:x:. 3P, 200A, KTN -R I (2)F40 WV/RS/14;4 METALUX NO 2GP-240A-LES 200A. 2d. 150A. KTN -R M BLANKS GF3 GRID FLUORESCENT, R C LENS, !' FLAT 4' STEEL 'DOOR CEILING RECESSED (4)F40 W�' /RS /WM METALUX NO. 2GP -240A -LE5 1,2,3 1,2 . Pl POLE LIGHT, 400W, HPS, 30' POLE, DARK BRONZE ,FINISH, TYPE III DISTRIBUTION 1 43/0 (CU) GROUNDING ELECTRODE CONDUCTOR, BONDED . TO WATER SYSTEMS & MADE GROUND, 1 #6 (CU) (8) 3 1/2 °C. EA. W/(4) 600MCM (CU) CONCRETE ENCASED ELECTRODE (SEE SPEC'S) - .NV..•.+k "•.+ +va,.,^:.r.wVro •.t:N /,•Y::: ,+ Q�1L 'iJJY�74fY�Y= MTlY.1„'.f.:a.... v BOND TO. HOT & COLD WATER SYSTEM MSB -1A MSB -1J ROOF 4Z1I- FLOOR 3RD FLOOR 2 l�D, FLOOR ONE -LINE DIAGRAM NO SCALE 4 #3/0,1 #6(G) MSB - -ar 4 #3 &1 #8(G) -1 1/4'C • MSB -1I LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MTG. LAMPS MFG. & CATALOG NUMBER NOTE El : = Dr! BARE FLUORESCENT, 4', 2 -LAMP CEILING SURFACE (2)W40 WW /RS /WM METALUX NO. SS-- 240 -LES 1'2'3' SINGLE POLE SWITCH EM EMERGENCY LIGHTING POWER PACK FOR FLUORESCENT FIXTURE AS NOTED N/A EMEPGI- -LITE NO FPS1 1,4 EM 2 EMERGENCY LIGHT, RECESSED SQUARE W /POWER PACK CEILING RECESSED WITH FIXTURE EMERGI-LITE N0. PSE9 -FR 1,5 • EX 1 EXIT LIGHT, CAST ALUM., GREEN STENCIL, SINGLE FACE W /POWER PACK ABOVE DOOR WITH FIXTURE EMERGI- -LITE NO BSEX73 -G 1,5 EX 2 EXCIT LIGHT, CAST ALUM.. GREEN , STENCIL, SINGLE FACE W /POWEP PACK ABOVE FIXTURE EMERGI -CITE NO, BSEX73 -G 1,5 FLEXIBLE CONDUIT AND CONDUCTORS FL 1 ‘,//DIRECTIONAL ITSHIELD, ER HOUSING BRONZE. FINISH SEE DETAIL 3/E1,0 5q_ P36-VNSP IMPERIAL BRONZE LIGHT, NO, GM- 2075 - PAR -LV -B W /DIRECTIONAL SHIELD 1,6 - GF2 GR. 2-LAMP, FLUORESCENT, 2'X4', AMP, ACRYLIC LENS, FLAT STEEL DOOR CEILING RECESSED I (2)F40 WV/RS/14;4 METALUX NO 2GP-240A-LES 1,2,3 TELEVISION SYSTEM CONDUIT GF3 GRID FLUORESCENT, R C LENS, !' FLAT 4' STEEL 'DOOR CEILING RECESSED (4)F40 W�' /RS /WM METALUX NO. 2GP -240A -LE5 1,2,3 1,2 . Pl POLE LIGHT, 400W, HPS, 30' POLE, DARK BRONZE ,FINISH, TYPE III DISTRIBUTION SEE DETAIL 1 /E1,O (1)400W HPS DIFUSED MCGRAW - EDISON NO. CS7262 W/ CA40 ARM & SSS300511 POLE 9,10 CD P2 POLE LIGHT, 150 W. HPS, 15' POLE, ,DARK BRONZE FINISH, TYPE III DISTRIBUTION SEE DETAIL 2/E1,0 (1)150W HPS DIFUSED MCGRAW- EDISON NI]. CS7232 W/ CA40 ARM & SSS150411 9,10 WATTHOUR METER RR 1 RECESSED ROUND INCANDESCENT, 100W, SPECULAR CLEAR REFLECTOR CONE CEILING RECESSED (1)100 A19 130V HALO NO. H7T -426 1,7 FIRE ALARM : SMOKE DETECTOR, CEILING MOUNTED) P -PHOTO ELECTRIC,H -HEAT RR 2 RECESSED ROUND HPS, 70W, 8' FRESNEL LENS CEILING RECESSED (1)70W HPS DIFUSED HALO NO M6043- 630- 10002P 1,7 SF 1 SURFACE FLUORESCENT, OWNER FURNISHED, CONTRACTOR INSTALLED CEILING ABOVE VANITY (2)F30 T12W4 ES /WM HOTEL SERVICE DIVISION NO, 0069-6003 1,8 - SF2 SURFACE FLUORESCENT, 33' UNDERSHELF TASK LIGHT, 'LITTLE INCH' W /SWITCH UNDER SHELF (1) T5 -8W & (1) T5- 13W ALKCO NO. 138 -RSW 1,7 4!P SF3 SURFACE FLUORESCENT, 42' UNDERSHELF TASK LIGHT, 'LITTLE INCH' W /SWITCH UNbt =R SHELF (2) T5 -13W ALKCO NO, 213 -RSW 1,7 (may^( INDicATog. Y6•1,V6F- SF 4 SURFACE FLUORESCENT, 4', 2 -LAMP, WRAPAROUND LENS CEILING SURFACE (2) F40 WW /RS /WM METALUX NO, WS -240A -LES 1,2,3 SF 5 SURFACE FLUORESCENT 21X4', 4 I. Wool:, SIt S w /wHTe o�L LEN CEILING SURFA CE (4) F40 WW /RS /M METALUX NO, SH24 -44o- iWay. -LES 1,2,3 S11 SURFACE INCANDESCENT, WHITE CYLINDER, SPECULAR CLEAR REFLECTOR CONE CEILING SURFACE (1) 100 A19 130V HALO NO, H8600P -1600C 1,7 • WF 1 LIGHT, FLUORESCENT, 4' UP /DOWN WALL & W/EMERGENCY POWER PACK 7'`'0° A,F,F. (2) F40 WW /RS /WM METALUX NO, BIU-- 240 -EL 1,3 ''+F 2 WALL FLUORESCENT, OPAL LEXAN WALL & LENS, BLACK LEXAN BASE 7' -O' A.F.F. (1) 7W HALO Z67 HALO NO. H2559 1,6 WL1 WALKWAY LIGHT, 70 WATT HPS WALL & RECESSED W /IMPACT RESISTANT 3' -0' TERMPERED GLASS . LENS A.F.F. (1) 70W HPS DIFUSED MCGRAW - EDISON NO LW-320722-2 9,10 t3P2 I?,&.E PLUo el •tT, 8' w/ covF A• Age-4-l., DETAJ1 CEILING kecve VANITY (Z) F40 WW /t26/Wh'i (Z) F30 ww;M META•WX NO 8T68-140- LE.S Mpz.JJX No. 5N -13o LOS- LE5 1.2,3 1/2,5 :. (2) 4 ' L4.MP' �covr✓ I s 1=U- ENIr, 3' e- Li..,.Mp \Mai VV4LL. I Er , 5o wa1T RFS. WkA-1. IMPACT I�E51sT N'i' "I' M c/LA +2' -0' LENS, L" aca,K1z . FINISN A••F•�a. i - So W HP ply -F'UsEr S{LVAN IA, "MISS lei TTY No. MsK -2- HI -12o N vet /A22S2 Top SEIiELtD 1 ' FIXTURE NOTES' • 120 VOLT. 2. WITH ENERGY - EFFICIENT BALLAST(S) 3. OR EQUAL IN ` LITHONIA OR COLUMBIA. 4. OR EQUAL IN LITHONIA OR BODINE. 5. OR EQUAL IN LITHONIA OR DUAL -LITE. 6. OR EQUAL IN KIM OR LIGHTOLIER. 7. OR EQUAL IN LITHONIA OR LIGHTOLIER. FigUi2e. OWNE.12 PU1214I51 -1E17) 9:012?LT _INSTAIL.pp 9. 208 VOLT. 10. OR EQUAL IN KIM OR GARDCO. 1. HEATER SCHEDULE ELECTRICAL SYMBOLS UST SYMBOL DESCRIPTION ,. 0 0-1 LIGHTING OUTLET AND FIXTURE, CEILING OR WALL MOUNTED 0 RECESSED ROUND LIGHTING OUTLET AND FIXTURE El : = FLUORESCENT LIGHTING OUTLET AND FIXTURE , RECESSED OR SURFACE MOUNTED 0 EX IT LIGHTING OUTLET ; AND FIXTURE, CEILING OR WALL MOUNTED (E -END MOUNT) Q'-2 POLE LIGHT (SINGLE LUMINAIRE) S SINGLE POLE SWITCH S THREE WAY SWITCH SP SWITCH WITH PILOT LICHT STO THERMAL OVERLOAD SWITCH - MOTOR RATED BRANCH CIRCUIT PANELBOARD SURFACE AND FLUSH MOUNTED .�®_... TERMINAL CABINET, SURFACE AND FLUSH MOUNTED .mmeas------ HOME RUN TO PANELBOARD, NUMBER OF . ARROWS INDICATES NUMBER =, OF CIRCUITS, LETTER AND NUMBER IDENTIFY PANELBOARD AND CIRCUIT NUMBERS (3/4'C, MINIMUM) CONDUIT AND CONDUCTORS, CONCEALED IN CEILING OR WALL CONDUIT AND CONDUCTORS, CONCEALED IN FLOOR CONDUIT AND CONDUCTORS NEUTRAL CONDUCTOR INDICATED BY LONGER SLASH LINE In FLEXIBLE CONDUIT AND CONDUCTORS 0- CONDUIT UP . s—____ CONDUIT DOWN CONDUIT WITH GROUND COI(IDUCTOR TELEPHONE SYSTEM CONDUIT T TV TELEVISION SYSTEM CONDUIT —FA— FIRE ALARM SYSTEM CONDUIT DUPLEX RECEPTACLE, (CONVENIENCE OUTLET, C.O.) DUPLEX RECEPTACLE, HALF OF RECEPTACLE SWITCHED s NEW, $0- 2.0R'x)I"LEr IN FLOOR BOX WITH HINGED COVERT PROVIDE CARPET FLAME. WHERE REQUIRED. DOUBLE DUPLEX RECEPTACLE • SPECIAL PURPOSE RECEPTACLE DR CONNECTION CD JUNCTION. BOX, CEILING OR WALL MOUNTED CB-BLANK) af MOTOR OUTLET D}) DISCONNECT SWITCH �•� WATTHOUR METER TAMPER SWITCH © FLOW SWITCH ' FIRE ALARM : SMOKE DETECTOR, CEILING MOUNTED) P -PHOTO ELECTRIC,H -HEAT 0-.- ---- FIRE ALARM DUCT SI-_:'mE DETECTOR) S- SUPPLY, R- -RETURN li FIRE ALARM MANUAL STATION DI I FIRE ALARM AUDIO - VISUAL HORN FIRE ALARM DOOR HOLDER TELEPHONE OUTLET 0 THERMOSTAT OUTLET TV OUTLET, WALE. MOUNTED MN UNLESS OTHERWISE NOTED MLO MAIN LUGS ONLY GFI GROUND FAULT INTERRUPT 4!P WEATHERPROOF D_ NOTE NUMBER 2 COMPU (may^( INDicATog. Y6•1,V6F- PIV TYPE DESCRIPTION WATTS LENGTH MFG, & CATALOG NUMBER VOLT, FAH -1 FORCED AIR HEATER, HEAVY- '.DUTY FULL RECESS, W /$UILT -IN TAMPER- PROOF CIRCUIT BREAKER & THERMOSTAT 2000 N/A MARKEL N0, 1 -3452T 208:1 ONE-LINE KEY MSB-aE HOME RUN TO MAIN SWITCHBOARD 'MSB' Nori SECION NO, & UNIT LETTER. (XXX) ROOM NO, OR AREA WHERE EQUIPMENT IS LOCATED, (POOL HOUSE) 4 #6 &1 #10(G) -1'C MSB -1K (118A) r ELEVATOR DR 25,IV208E /3 (118A) r ELEVATOR I DRIVE I 25HP,208/3 MSB -1G -20---i 3 #3 &1 #8(G) -1 1 /4'C 100A, 3P, 90A FRN -R MSB -1H (A13) 1 /2HP FAN 2I.DKW HEAT 2 #12 &1# 40 12(G)- 3/4'C, 30A 2P 4 1 /2A FRN-R 200A, 2P, I ?5A, KTN -R (A!0) AC -2 1 /2HP 21.&KW FAN HEAT Zit Yo4ii ' (G) -1 1/2'C. 2 #1 &1 #6(G) -1 1 /2'C. 30A. 2P, 200A, 2P. 4 1/2A t25A. FRN±....R I KTN -R i 4'X4'X1' WIREWAY MSB-3G MSB -3H IIIIIIIIIIIIIIIIIIIIIIIIIIIII111IIJIJIIIIII ;jj.Ih IIIiiII 1 UNIT, I 1II I IJI I IIIIIIIIIIIIIIIPIOF lI IIill' I il I I II 111111111 Ii I 111 ! 11. 1 I lIl (1 11 I I I I !I I i,I II I I 0 ! 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VOLTS: 20 3020 al ONNECTEO LOADS: 53.92 IM/ F MOUNTING: E ONNECTEO LOADS: X57.3 Kw vsse N.E.G. 220 POWER tGNT 1�i n1111 ONNECTEO LOADS: ■ olnl * a . ■gil 11E/li11111�1 POWER 0 USE uE a i all �1 t'4. ,' Min 2tx' LT. cow. i�n BO El eo m�i , ,. N111110 ® in man PM. 934 nKI min1111wI to 21®_1 20 I-r11i��� 2 2 lE ®011•IE1n LitE111 Mina 1115 ��1-•� /G44 Ai :4F � ®20 • * IIMMr1NI 0 .� ';[i�iTiT� :��_: IIIII N. 11111111=11111111111 Ni 11111 N N I __ • r um 11 2° 111111111011 is RiiKAI111 wt. 23 i . ♦ E Mai I ® -W Minn t a w (1M. 242 lay+. 240 144. '143 NI MUD a 1111111=1111g1011111111111 � ■ m�p� rtun m = :111- M4i �w K: r IU f500 1 - M gM. 241 ' ':;► mr g°- l.• ®�Ik� _. ®1 CI it E■ 0 f 131 27 2A 28 1.iC1® O13m_� E31 20 '2 - 111111IIIREV211111111 gm. e" En i. EN I. 04 .1•q is co IMx[111111 04. 236 tt: t .- > WEV31 29 Mil zo . i_ =n i 1, . 2 9 RESIEL101 m ®Li immouncom mmammommoiro annum mCr7: E3 N 36 .SI ®0001111 1 NM 1111111E1111111111111 .111111 L m etvi- 123 .;. ' . 1H2t5 -‘ 4". . NM gm. 2te0 . ®1 Ai®n _•nei 0ElMU a MI .2b I ININNig=2111111 _ k"14• 237 ----- go 2 NI 1111111111101131 DM II/ NNW 1 .20 IMAM= 20 14cv c612121 M� tt ININI INN NI CI 4o ■1111 11111111111111111111111111111110103111111111 4o le" . /I 120 * FI NISH t`1b.cie 12471E0 ciPcorr k zEAV g• PA N E L'G1' VOLTS:2cev /12U . MAINS: 2.00b�.• M.L.U. MOUNTING: s ONNECTEO LOADS: 53.92 IM/ F 14.e.C. 220 POWER awn ." n ONNECTEO LOADS: t►OVIER USE� PA.. 0 . ER r OA 2344 IGHT USE LOAD 2tx' LT. cow. i�n ©11111011111 PM. 934 rr 2 lE ®011•IE1n LitE111 Mina El n Enna . ®20 • * IIMMr1NI - 20 20 ° ® NNE i 111. ®11111112m. in= =imam" 1u1 MI5 111101 13111111-111112111111 Ea N N I __ • r um IN NUM NM g N RA-s LT'y is RiiKAI111 wt. 23 i ELEC. E Mai J • ® -W Minn t a w s 4 set w 13s RM. 131 . ', "- IIII i+ 5cao :- ew1n1,I. > �. 2 �11®® 111111 i11130 ■13 m = :111- M4i ' Pli f500 1 . , ®M®11121 ®�Ik� IIIIIME :N 5 �.13IRsi.:2 M. ma Mune IIuEIa 23 ea MEMO MINIM 26 ou , �I1iI sum= 1111111111 GI ® D111® VIM IN i® ®� ®111111 ®'® IIIIIIIIIIIIIII . ®' NI. I 04 .1•q is co IMx[111111 Ir •..- ' .m 12m- 127 tt: t .- > Mini 2O n 29 Mil zo . i_ =n i 1, . 2 9 RESIEL101 m ®Li immouncom mmammommoiro annum mCr7: E3 N 36 .SI ®0001111 1 NM 1111111E1111111111111 .111111 L m etvi- 123 .;. ' . 1H2t5 -‘ 4". . a MI ,t :4: 513t2MV5H Nth ?'ED ctR lf' eizet.44V42. PANEL 'S' VOLTS: 2C$Y /I2q `34 MAIN76: :Ick:746,. M.L.Q. ., T ;•. ' .: . 1 w POWER n L1*tx10.2Y IE1FI:1 110 10801 .NUB ao Nom. . UU I11l1 r 11101=11111111113111111111111111111111 R im W11.614Eg i1111111®i®I 121[111111111111111111 i ®1�1� i21[i .OKI 1®IAI1_ 111111=1111 1111111111111UN LEI I2Q®1111111 11111N BM ® t9 20 ®1©21 14�b 1 >~1z ® MI ®f•IfCM� ®ni 1�1 N NM 123 fn® 1MIN I wAsla 2a° • 1®. IMY, � n®K� ®15� NM i11111111111 ��{�1@d1 APE TM �L w I_ilin U:m ®11/® 11111111111.11111111 f1111111 15! 1111 CM 1111111111In 1111 - ®® DM 111171121N111111 111111 gigill' ININI1111111111013311111211111111111111 MN 1111111 1311:3 a NM F 13 12 14 I5 2 sai12Y I.1T2 F RN►SN 14Acte R4TE17 G11Z 2))T eiza& -E PANEL A2 CMAcisL Rs1k,..1324 2 'VOLTS:UW /12p 5$.26 KW 6: Me G0,A...• NI.E.C• $ M.L.O. 22O tiFin 1GHT� • t Mini. MOUNTING: ''S POWER ONNECTEO LOADS: t►OVIER USE� PA.. 0 . OAD N OA 2344 1101 R# ' IM ni 111 -- ammo 111111113116:1111 - a: S i 13111111-111112111111 Ea NU M um --- NM g N - gm. vet wt. 23 i ' iI ..,�1 U a d D io r i g l a l 2 ® M I 2 "" ' _ Ia 'no 111i111Z111113C3 i1111111 } ?3I _ K �_ zo 1 � 81 ',: t _ �,. g2� II/ ND 20 NMI . /I IIIII . ___©.Qo.r .NI i 111111=11111111 " mmna ®�i :_ . .i �. .1W®l n ®MB 111111101111111311113111111111111 ®nU■:DEM' =■ go 0 - 25 COMQO nri• En 30 122 - t?on i hell. I1: x21 __ ®allIMMIM_ MUNIii i1 1111 111111t I a741M WI Rm. e2�i 1e"fi 'zo w i ® .__ „ IN1111111 ill INIMININ11n.E]CD]13 .11111 ii11r 11nlQQ1�111 E DIM 1--121 1:11111111111111111 11 n® -- - I■Il1 NM- " 14•1►. Its ARAM 111:1111111111 kna\11,51.1 1-1Ac42 p cIk'LuIT SPEAKER. VOLTS 2c(5Y/i2o PANEL 1021 MAINS: 2026.• ONNECTEO LOADS : 54.41 t4V C iZ ` ,2242 MOUNTING:s P8t7E OH!GHT POWER u s E OAD . 21.1111 Ir R DID � ® = PA. 141 �. EWE 2 2.°0 ®c 131=1111111111111NEVIIII. ® 11111111111BIR11:1114i® 111111111 1a�►:' 144 . 111111111111111 et) ® ENO NI 20 1011111111111 RM. i - s MR J, .irgl1111 nru a t0.® 1.i ,.-a _at lIMI 111111111111215 N®11111 1�If �- I jc2M. I42.. N1nMINI BM 111 01 P+. 14 �. .. .uwCI DDc1 ' t i.:f 111 ® =IIIiM MILMl®m__ 111I PA. 14v ®n 131511131111122111111111111WANRI ` 20 20 }ern. 441 V ININ 20NOMsmi_ RM." 11111: .111111111:111111111111112111 En 30. En® ®® ----- 111111 t2M.13c• X1111®120 111131311111E4011111=1 +• 137 i �11 '' DM 1 n111�I'".' -'f _ --- 11111111112101111111Z1121111211111111111112=1111111111 . NM s1 ,. i_ ® Qo MED n 2°, ® 11111 w •.11111:ED 40 I I I I I I I I I I I I I I INN 8 1®1111IEIun 12101:nn111 111111 FuR1JISN I.%,& R -ier, GI � I T jX,U 1�•4KEt:� t, NW VOLTS: WSW Ito ON4NECTZO LOADS POWER 4,.4 PANEL'A3 Cwtc Lr 'I33'4'G�' MAINS: eoc7A. Ml.1r.o. kW N. . •G. 224 MOUNTING: s ijD aaflDH WI =UN NMI e® ' �n�1 �i�. pm PA iz iII ' i uQC n to j cJ1.I �.:'t -'rfir _: _ RIM all ® ®i11---- 11111 NNIIINILREHINGCOINCIKIIINIIIICZZZIIPII, 12 IIMIWzifiiiiMINE11210131] OEM. W" WI . all1=11111111 111 E10111112111111111 NI=M EM m :n0 1N1 �1S ; 111 M 11111111 111 N m I �11II11® ai I�I�gIii1i� ®E3'�:01 =1C1MI �1 _` ■ NIN11111�. • lei : ice ! P. 21 N i11®iUN MED C IIFJMIiIIII1I k� I IIIIIII. :® 111111111111111DEMINGIMIN M1 1111 ININININNI ®1111.1111C11:3111 MINIM sue+.211 I 'NI NMNI NUM MIN iZ/Q13 a? i .Ir:111111- ®MIMI1111111I110111 MD 11411111011 IMIr i1111LnnE 111 11M111�1+q�II11: ®1IICCIn D 4,o MaNr.� �IM1111Katifr 11 . 1111111111111 210 41 CD ®nlin1al 3I POWER USE AO POP-Nt' 4 W Gg 14.'Et7 GI2GI )IJ' ef2EAVS.R. aimmummilmir f A N. E L 'G3' VOLTS: 2061/120 3 MAINS: 2 A. M.L.O. ONNECTEO LOADS: ' 47.3 ov 1 R N.e.c:. 22o RM. 111 11111 flNflFJ_ , F _1.0 r1 an a ®um� u4,- Ilr - . nowsimom a tom amimuman fl N dl n LF 2fl• 'iiii. 1ui1• • n 0 � :7110 ®L�IE'I ®1� •.... a mmi. .1. ® ®EI ®Lr'4fillN UNIT ^he ®, NM ili111111111111111 IN MI01111111111111W1 VIM NI W ,... 111111111131041111101111 m® = � i1�l11 n �] • III • ®�� wc- lob IN ,r,. _•a .- "I m r ®®fir.: , o. ,SI i NN®C 15121M =®n1111 1r 11111 -111111Egiall1111111131130 MEIN N1= I NMI MI MI5= MIMI ®iiI1ED 111131•11111M H.G. Io i _• . r m mr 1 ulIH is v sr ,izs ra: ma NMI u ` o•I- _ ' �: M ®1I II 14°°. lar M 1111=11111111111 _m QOEI ®11111111I11I1 .E MI 11111111011111121111 IN •U NWD.®®111 " ®. *NMI S+ eE INI® ®r • U•D UI11®111II MN me1.11t mammanwastemsall MOUNTING: S POWER. el iss: W: r..• Yw�..` wr.." r:«:+' ye-'. l'iS"`,y'x.s,,fi.Jr2�'sln.L.sa. •.. •._rd:.::r.. 1111111111111111111111111111111111111111111111 111Ii1111I11111 11• 11(1IIIII I1lei:li,f, .111111.11.IfiII.I.I �i VIII l III I/I 0 I6 YH$ INCH 1 2 i 3' 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the.orlginal document. PANEL 'hit CriFiCAL . Fog. FNLA. c4 3 MAINS: 7,.coft.. N1.L,.0. O1NiECTED LOADS: etcie lemi ice' N•E.G. 2:I:G POWER am - -_ IMO nn_ac ft X11 .1111111 _II_Ii11ICIn11 I1E31I1 11Er1 _ -- II .: •• E;1ii RIO � lliil�l ►� ' � SIB • �� ©ODE1 1�e .. 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NI NOM MINIM 0El1111 rh'I1111_ 1111111.111 NI ME 1011111111111 NI nnutiiminmemsi r oc 6Z Be LZ 9Z SZ VZ CE zz 1Z OE 61 01 it 91 91 VI et Et .,�..,r 11 01 6 9 1111I�i�i�Il�Iill u �iiil ��lnl► i iil�iia �li�iRii� ±nlnul�iil11i11i1ii 1 s +� t s "1r: ?. s w ? � : � �f a�:;r 4 r . : iYa 1:.. ,, • � -g'y'm -. . "� y fiq ti.�.:T'M.f�l'� = f_ "``,i,.','*` ..ei.:�.��sl.vr. ✓n':,.a, � ff �:... "��i -r1 J .. .... ,. , >.. x 11 11,. 1 111111 711111111111 11111I111i1I1Ii111: 4 O 11 12 VOLTS :? Y /liv MAINS; fi,. M.L.O. NOIJNTiNG: ONNECTEO LOADS: POWER LIGHTS 0.60144.4 CONY. OUTL. 0.4100.4 POWER • -• 11�■1HBlmnn`oIHn•_ 1111 1=311111111:1113 111111111111111111111M11111 MalWiAtft O� 1110 n��li� lJ m # ■11® i INS 2111110111111111111110 s EMI 11f -- 11®1 laiWP9_ i p essuirsammoritimaismins am� ua nn umm amirso rrin n i11 1111111111111111N 111111111111 CICI NW 111111111111111111111111 iI=1111 NMI= 1111111MMININNIMMIN 111111101111 no.®!llt�nmi�� 1 mum N � 1 ] I Ims :.__�• IRS NM M I1i111111111111 6713 MIN 1111 MIMI= ._ ® ®nnon immommummumm �_ : *G5L C C4JIT E . MAIN AND ASSOCIAT CONSULTING ENGINEERS tls6 PARK BOULEVARD $WTE 1:. eoi$E IOAtHO 5,3702 (20w 3457127 ; 4 1 1 /4'E.C. TV- 10'SQ 1 1/2'E.C. TV 12'SQ 405 v 409 403 407 406! 410 404 408 413 411 414 412 1 1 /2'E.C:- 2'E.C. '><) TV 12'sQ 1 1 /4'E.C. TV 10'SQ 1 1 /2'E.C. TV 12'SQ TV 1 1/21E.C, 2'E.C. TV 12'SQ 16'SQ 301 v 305 v 309 302 303 307 300 306 310 304 308 201 202 200 I'E.C. 1 1 /41E.C. 4'SQ 10'SQ �10'STV V 205 203 206 204 209 207 210 208 1. 1 /2'E.C. TV 12'SQ 213 211 214 212 317 315 TV JUNCTION BOXES & 'r CONDUIT , .TRUNKS, RUN IN CEILING SPACE ABOVE BATHROOMS (TYP. ON EACH FLOOR) 4'SQ 3 /4'E.C. TV TV 1 1 /2'E.0 `,.--1 1 /2•E.C. TV 12'SQ --1. 1/ 4•E.C. Y0•SQ 1'E.C. -TV 4,SQ 435 433 -4 /. �N,434 432 1 1 /2'E.C. 1c'SQ 439 437 438 436 443 441 442 440 1 1 /2'E.C. TV 12'SQ 4'SQ ---- 3 /4'E.C. TO OUTLET (TYP.) 111 2'E.c. ;7i BEYOND PROP. LINE (SEE E1A) TV 112 JUNCTION BOX SIZE (TYP.) 331 329 330 328 TYO'SQ VE.C. TV 'SQ 447 445 446 444 jig FLOOR 335 L.333 x%334 332 1 1 /2'E.C. 12'SQ 339 v 343 337 341 338 342 336 •340 1 1 /2'E.C. TV 12'SQ T 219 231 229 230 228 2'E.C. TV 16'SQ 16'SQ 347 345 346 344 _,-„___3„p FLOUR 235 233 234 232 239 237 238 236 243 241 242 240 247 245 246 244 2t FLOOR MASTER TERMINAL. CABINET (36'W X60'HX12'D) IlAfli4.", ", PO" TV--� <119A) 2'E.C. 12'SQ � TV 12'SQ ROOM NO. (TYP.) TELEVISION RISER DIAGRAM NO SCALE NOTES: GROUND FLOOR I. mAirt TRUNK LINES Fob TV T:L..FPHb1•I F UN QC+ E r C l w!NCI n G R Ae”.. k lOJJT 5- TV TRUNK 'TE1_EPHONE TIZUNI( UN oPP05ITE 50E5 bF c.oRRIDOR- IN AR -E1A5 PESGRIt35 AE5OVE 2. -- paIZ.PINA'TE TeIJNK- LINES NA/1-1-1-1 N� -HANI(.AL pIPINcc IN THE SAME AREA. 2'E.C. 16 2'E.C. 2•E,C, 2'E.C. 2'E.C, f- 2'E.C. 1 1 /2'E.C. -1'' 1 /2'E.C. 1--1 1 /2'E,C, 1 1 /4•E.C, 1 1 /4' ..C. 1'E.C. 16'SQ '16'SQ 401 402 X400 1- T16'SQ 405 4C3 406 404 409 407 44310 408 415 41417 2'E.C. 2'E.C. 431 429 430 428 2'E.C, 2'E.C. 2'E.C. 16•SQ 16'SQ 6'SQ 16'SQ '435 433 X434 -14432 439 437 438 436 443 441 442 440 447 445 446 444 1 1 /2 °E.C, ,--1 112 °E.C, i--1 1/2'E.C, -1 1 /4•E.C, 1 1/ 4'E.C. 12•SQ T124SQ T12'SQ 10'SQ T10'SQ� T 4'SQ 301. 302 300 °309 307 ,i1310 308 313 311 314 `312 JUNCTION BOXES & CONDUIT TRUNKS, RUN IN CEILING SPACE ABOVE BATHROOMS (TYP. ON EACH FLOOR) r I - _7 ,T L'a �T 4'SQ TELEPHOIJ. TERMINAL BOARD (A05) 1 #6 c u -1; t3LDGc•�vlcE = At2o Ut-1p. 7 315 [L141-144323 3 317 321 325 319 326 LI335 33 -14334 1332 [13: 7 338 -14336 [144 343 341 342 -14340 '-'14347 345 346 344 3RD FLOOR 1 1 /2•E.C.?l 1 /2'E.C. 1 1 /2'E.C. ✓ "--1 1 /4•E.C. 1 1 /4•E.C. 1•E.C. 2'E.C. T 4'SQ 4'SQ 213 211 14214 41212 2'E.C. T 16•SQ PAY PAY AY A07 A07 A07 4446 A04 A04 3/4'C (TYP,) . O (STAIR P #1) FA FA 3/4'C (TYP.) FA 4 FA ( STAIR #1) w FA FA (STAIR 4H) c4-1NR4 ?.) JUNCTION BOX SIZE (TYP.) 112 T 3/4' E.C. TO OUTLET (TYP.) 111 (ROOM NO. (TYP.) 231 235 239 229 1 u 233 237 230 234 238 228 232 236 243 ^247 241 245 242 `1246 40 244 1. 1 /2'E.C. ,--1 1 /2•E.C. 1 1 /2'E.C. 1 1 /4•E.C. r-1 1 /4'E.C. 16'SQ T T12'SQ 12•SQ - T12•SQ ����•.14'E.C. TO 5'-:0' BEYOND PROP. LINE (SEE E1.0) -FA FA (TOP OF ELEVATORS) FA---- ----FA © FA • 10'SQ 4•SQ 127 123 1125 131 ! 29 '124 35 4i33 134 TELEPHONE RISER DIAGRAM NO SCALE (AC-3) FA OF FA - --FA ----FA FA © FA (STAIR #2) 3/4 °C (TYP.) FA CSTAIR #1) FA- °---- Fa- -- P--FA (STA4R41) VT 1—FA Li FA fit) (STAIR #2) (STAIFz #2) FA FA (5Ta(2 #1) FA FA OP rA FA- --FA OP 139 37 138 136 C(S�TAAIIR�_ #2) 0 FA- — -- -- FA-- -- -- -FA QP FA--.•. --{ P--- FA--•- j �-- -. r- ,,.:,. - `-� --J L�BY) (418) (424) (42a) (E•Ltrv. • A FA FA- FA FA- °-- {}-- FA^ ---- F--- FA---� H-=FA- FA ---� <315) <324) (52a) FA---- �--- FA--- -�-- FA-- - -�-- -f A ---- •�-- FA- --- �--- FA--- {E� ---FA t 143 141 142 140 2ND FLOOR 147 145 146 144 GROUND FLOOR 41E_ FLOOR FA (STAIR #2) ($CAIR. 2) r.- 3/4'C (TYP.) ® --FA tit (A02) r _ .. ,n" : :� :,.,." {s„?j...,rf,.. +`.F.e .w. ' .w '�rN.y" i , u„ ,, .. ,.. . ,.�. c. �g ,:. ,.yt, ...., .,..J....+v..�•w -a.L«. '.:"....F s�'h"".� ,ew • +% r.'�w +[�..ts%.atf''..�2'".���.. ali:W :iiFYhirS�awe'i ,..:+.lr`- 'v..E. ..'1,:, i. xr«.." i4 'weY.'i: <C;= ,ifi„erv.:r: -q--FA FA--- ;-FA 1t =.LFN. t-L aF3Y) (c .. i� <224) 3RD FLOOR FA FA-- --4 FA ( FA---S- FA OP FA Op FA----- -4 - -FA FA 4 FA Op FA FA D-- FA-- -®--FA (sYP.112 42) FA .--- FA--- , ----FA opi, FA. -- -FA (118) (124) (120) (ELEV. LOBBY) FA"-- --(- FA- .----- FA----- FA--- -[� ---�FA A--- -FA ROOM NO OR NAME (TYP.) IN CORRIDOR IF NOT NOTED '4/4" c.1-0 ht "V. 3 /4•l.C, TO T.T.B. FIRE ALARM RISER DIAGRAM. NO SCALD ittit 41644$216.5.gt?'"uttairt{'2` v.1,. ?ins, ".z.^YC`u% 111,11111II IIIIIII 1111111 ,111111 II�L.tJ.p IIIII•II II11 fl III I1II( 111.111 111111 1111111 II11 1 I 11 „' ( 111 1111 .I ! lIY 1 ! �IiIII ill IIl 111 11 1IIIII III 111 111 i� I { {!{ 1 1 I I I I 0 10 TH$ INCH 1 2 3 4 5 6 7 8 9 10 11 am 12 NOTE: If the microfilmed document is less clear than this notice, it is due, to the quality of the original document. GZ 9Z GZ 47Z ce ZZ tZ 0? 61 St Lt 91 St .11 et Zt • 11 Ql, 6 8 6 9 S ii1I rll, ili:ll1ii i,il ,Ill i�i1,liiilllli.i.II..:Iil:l.l ii,i1i11L1IIIlIII+.InIIIIII IIi11►,IIZIIIiIIII,,nllrilll IIIII III: +!ulll :ii,ii, l!II IIII,InI IIiI 11l� III. nIl1nlill ►ll �I1;1111 IIl 11111 111u1!�.il1Ili1lilii1iilll1 !wA •.!_a, t i..,..'Z'...f- r'... -..f.r v!”' � +id /.:.�`''tai:a��.�5":1.�`�it` „+cam,= ?�'�[hri%;- �'i+"s' ism,.-% �.-?! iC�. C'•".. sP« i' s'' Ur'' 715k` �% titw`,. iF'' n' �!._......:}. x.•' 3/ rd_ r, 4Lh�w.'; �,.,:: �. f+..”. 3' �1; sa.. J! x� ;_crZ+x,r:�•.�lsexu•aua,rrr..: c 2ND FLOOR GWNSULT1NG ENGINEERS 81$ PARk 800LEVARO SUITE 232 1211H6 $3702(200345412? GROUND *FLOOR SaC[T Mtj i 4i '\.t . Y\ A \ 1kt* \IS* O \10A tr.,-.1.-v..,/,,c-y-) /0-iv l .,..;;; -„ 7,v-/ r ,. ";kr 7° :'`t :. L / C''1 / ,-,,./ /co '' ! /k cr-/ -/ -, 14.''1:.:.. /'>0L. /N " \' r- /..~,•C'�.'_.;; �. :'� //0 ��� 0 � ,/#4k 1/h D.C. 1NTR GENERAL KEY- CLASS ...0000�...o.l.. x60, SLEEVES -; 2 "- 4 "-�6" AS NOTED - BY GENERAL CONTRACTOR Awra�rMr I CLASS 200 PVC PIPE - TYPICAL ---- }�--�- P.O.C. - POINT OF CONNECTION WITH•2" BALL VALVE NOTED - SANE SIZE tS _PIPE IR ISOLATION VALVES A S 2" DOUBLE -CHECK VALVE $AINBI11 $O$Y P P5,05. 40,d 3/4" QUICK,- COUN,ING VALVE W /LOCKING LXD 3/4" MANUAL DRAIN VALVE ---� RAIN BIRD P.E. ELECTRIC VALVES Q . CONTROL VALVE NO. H CONTROLLER AS NOTED -• RA /NBIRD RCM -12 HEAD KEY HEAD COMPANY & CAT. NO. it CA CO RAINBIRD 12 SERIES De In v RAINBIRD 15 SERIES 2 RAINBIRD 15 VAN SERIES AI RAINBIRD 15 SST L RAINBIRD 1? SST HUNTER P SERIES #7 & #9 NOZZLE VA K Y CONTROL VALVE NO. 1s 2s WIRE ELECTRIC CONTROL VALVE .. W/ FLOW CONTROL HANDLE FIBERGLASS BOX W/ LOCKING LID P.V.C. UNION ON 80TH SIDES OF VALVE MIN. 2 CU. FT. WASHED . GRAVEL SUMP RADIUS 12 15 15 STRIP STRIP ADJ FINISH GRADE G.P.M. 16 17 51 48 47 17 27 39 40 66 26 CONTROL VALVE SIZE 1.0 1.0 1.5 1.5 1.5 1.0 1.5 1.5 1.5 2.0 1.6 P�QTE3 .. LANDSCAPE CONTRACTOR TO VERIFY.W /GENERAL CONTRACTOR ALL SLEEVING UNDER ALL HARD SURFACES. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SLEEVING.. SHRUB HEADS IN RB BODIES 0.806. TURF HEADS IN RB BODIES #1804. INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS, AND CURBS. INSTALL PIPING IN SAME TRENCH WHEN POSSIBLE. INSTALL HEADS PERPENDICULAR TO SLOPES OF FINISH GRADE. PLACE TWO (2) VALVES IN SAME VALVE, BOX WHEN POSSIBLE. INSTALL HEADS FLUSH WITH TOP OF WALLS, WALKS, AND CURBS. INSTALL HEADS 4" FROM WALLS, WALKS, AND CURBS. PROVIDE OWNER WITH THE FOLLQWIN( EQUIPMENT, IN ADDITION V TWO (2) ALVEOPB ADDITION WHAT IS SHOWN ON THE DRAWINGS AND SPECIFIED. TWO (2) VC ...RATING KEYS AND VALVE BOX KEYS LOCK CAP KEYS TWO (2) KEYS FOR ` LOCKING AUTOMATIC CONTROLLER DOORS TWO (2) QUICK - COUPLING VALVE KEYS WITH HOSE SWIVEL GALV, PIPE & FITTINC�S P.V.0 ADAPTER & MAIN" LINE GALVANIZED UNIONS FIBERGLASS BOX' W/ LOCKING LID MIN. 4' CU FT. WASHED GRAVEL SUMP ' ~/ .. \. / P :/ r ~ /4r.— 7-e" Pktia ADJUSTABLE RISER DETAIL QUICK COUPLING VALVE ` SIMILAR 422• STUB Ci FOR IRR1G 1 DUCT METE BY OTHERS PLANTING /TURF,: HEAD ;. BARBED ELL .FITTING 'WITH MARLEX ST. 'ELL' POLY 'FLEX 'PIPE •DSHS APPROVED BACKFLOW PREVENTION DEVISE TO BE DOUBLE CHECK VALVE. ? .a:r.. ,:: roc +^.ryrY.,:.'•xrrsF'.77fiilYS.�iir 1111111[I1I111II lWIIIII II1IIII�IIIIIIIII� ; �1!�i 0 "MS INCH 1 2 v 1 Will I lilt IN 111 I I 5 If Ij ti , .IIFF 1 I LI,f.1.It 1`1}111 I`. MI 1 4 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due lo the quality of the Original document. 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