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Permit 6379 - Bon Marche - Distribution Center - Addition
year P ` " VN �� �� 1988 SETBACKS: N— S— E— W— FIRE PROTECTION: Sprinklers ❑ Detectors [] NA U TIL IT Y PERMITS REQUIRED? E Yes ❑ No public worksL ZON∎■G: C -M BAR /LAND USE CONDITIONS? ❑ Yes ❑ No CONDITIONS (other than those noted on or attached to permit/plans) Provide roof t e landscaping is completed or provide a cash assignment 150% of the total cost of the la scaping. DW PROP • "1 Tukwila Warehousing Services, Corp. ���� 575 -3244 ADDRESS 17000 Southcenter Parkway, Seattle, WA ZIP 98188 CONTRACTOR Ferguson Construction PHONE 767 -3810 ADDRESS P.O. Box 8067 Seattle, WA ZIP 98108 WA. ST. CONTRACTOR'S LICENSE # FERGU8S370N0 EXP. DATE 6 -91 ARCHITECT John Graham Associates Architect & Engineers PHONE -6000 ADDRESS 520 Pike Street Suite 1100 Seattle WA ZIP 9:1,1 USE row- c•Orwm iArtc i- FLOOR �► 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 TOTAL CITY OF TUKWILA Dept. of Community Development- Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 Division 98188 BUILDING Lo PERMIT NO. 5� I DATE ISSUED: BUILDIF3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) moo ;II BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE •THER: III 1529.00 4.50 TOTAL - 3885.50 I PLAN CHECK NO.: 90 -294 i SI A 17000 Southcenter Parkway - '� , 604,138.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT # Bon Distribution Center 262304970 TYPE OF ❑ New Building (X) Addition Li Tenant Improvement (commercial) U Demolition (building) Grading/Fill WORK: (1 Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Construct 32,000 Square Foot addition to exsisting warehouse. C APPROVED FO ISSUANCE BY: SIGNATURE: CERTIFICATE OF OCCUPANCY NO. IA BUILDING OFFICIAL DATE: , () I hereby certify that I have read and e . mined this permit and know the same to be true and correct. All provisions of lay 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 performance of work. I am authorized to sign for and obtain this building permit. DATE: PRINT NAME: Div /� gECra COMPANY: A eA') 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. DATE ISSUED: virrorsw PERMIT NO. • CONTACTED "-- DATE READY DATE NOTIFIED ( r" O i _ i BY: (snit.) d...041k_ PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING �,�j 1/3R NOTIFICATION 6 �� BY: (init.) PLAN CHECK NUMBER 90 - cD c t4 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) OCC. LOAD SQUARE FEET SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FEET 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 0 OTHER e -13 -90 (ROUTED) cko - 7 -90 g -13 -90 8 -- 16 (U-• l2-90 INIT: <�� / / - INIT..�, • 1v// • INIT: ,;/ .UIRE TENTS J CO• :• : •• bONSULTANT: Date Sent - 1 -'j - lo Date Approved - FIRE PROTECTION: () Sprinklers ( Detectors ( N/A FIRE DEPT. LETTER DATED. ', /4/ 90 INSPECTOR: ZONING: G•/�/ REFERENCE FILE NOS.: IBARltAND USE CONDITIONS? f Yes [ ] No MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? 6l) Yes (1 No PUBLIC WORKS LETTER DATED: I o— j q Q OF CONSTRUCTION: UBC EDITION (year): ( BUILDING - final review INIT: V M •" L44 6t AthuutAlcv ¢Z I REVIEW COMPLETED BUILDING PERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS SUITE NO. I — 10D ov hc r p n C.ent2r VLUU OUULIILiCIIILCI plum va/u, I unn rrn w'vv (206) 433 -1849 .I � 'I•I�1►ji I LIA -- .,' P a.+fib . ' ;. °..: VIIINUIREMIIMINININIMI ' t1��7_��� --"' OMNI= PLAN CHECK NUMBER 90- Q ( .1 nf'f'LI('A ZION I11UST DL f- I l l E D OUT C; O n 1 P L E 1 E L V = ' ` . ENERGY SURCHARGE •THER:' - : ' , TOTAL —_ SITE ADDRESS SUITE # 17000 Southcenter Parkway VALUE OF CONSTRUCTION - $ $6007000.00. 1 4 ,3' .00 PROJECT NAME/TENANT Distribution Warehouse Add. /Bon Marche ASSESSOR ACCOUNT # : (Dca Oc-1 cv)--7- -) _0 TYPE OF • New Building 69 Addition • Tenant Improvement (commercial) LJ Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: C 47 J 6 1 v 7 A. , PP►Z . 7 . 4c c ,fi t=' /ST>' o I Tk».) To - mi t= r1)CA. t N) 1'NoRLHI; D)5' 1 e,UT 1 CE.ty - TEtZ. kiNlArzEi o Yo BUILDING USE (office, warehouse, etc.) Distribution Center Warehouse NATURE OF BUSINESS: Merchandise Warehousing and Distribution WILL THERE BE A CHANGE IN USE? (x) No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 400,000 s. fT.enant Space: All Area of Construction: 3 2, 0 0 0 s. f. WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ❑ No O Yes IF YES, EXPLAIN: PROPERTY OWNER Tukwila Warehousing Services, Corp. PHONE 575 -2344 ADDRESS 17000 Southcenter Parkway, Seattle, WA ZIP 98188 'CONTRACTOR a„-,•, � ,\- l)L` -) ()r) PHONE -'� (fl, 3 <e n - _ ADDRESS ,T' , . ;.: �} I`� , �,• -. ZIP.,t ` (; <, WA. ST. CONTRACTOR'S LICENSE # t: 1.; (._,, k..t ' ') - i • ( EXP. DATE (, ' PHONE 461 -6000 ARCHITECT John Graham Associates Architect & Engin. ADDRESS 520 Pike Street, Suite 1100, Seattle, WA ZIP 98101 ., ERTIF� RE AD AND EXA INED IS A E P PLCATION At D`a NOW TWE SAM : ::::.:::.:......: .:.. �I�RY :.G ..:.:..... ..:...( flk.. ...................... Jam ...... ... ........ ......:.:...:: ,.::...:....::..,..:..:..:..:.:::: .................... . ..... < ... �.. .. ;:. .; ,::71!t�14::Al<C .ANt� I;JIIu1. A TH »•° 17','I <: � l' 1p�! LY: 1= t��> :`�MiB:::t�� ...... . BUILDING OWNER OR AUTHORIZED AGENT SIGNATU' �i /' // /.' DATE 7 1e f �d PAIN N AMEMr. Walter R. Schneider PHONE 344 -7080 ADDRESS P.O. Box 12510 CITY /ZIP Seattle, 98111 CONTACT PERSON Mr. Walter R. Schneider PHONE _ 1 CITY OF TUKWILA Department of Community Development - Building Division APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make u re ca ill 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 (ammunliy nevelopmant prior to application submittal Contact the Permit Coordinator at 133 - 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 BUILDINJ PERMIT APPLICATION 4 _ FEES (for staff use only) DATE APPLICATION EXPIRES COMMERCIAL -•NEW COERC1AL BUILDINGS/ADOI ••• COmpfeWd i•Odini?0 Ure senor Acoowit Number ... .i . 4.14.10.0.* * **0:1 - • • :001.0toilitogon:100.0 rtittel Mame" RACK el • • •• " 04100000 •Oim . biijdIngpermit�ppUc • • ""of.14:00.0.00.410••• 40000 and ways on RE:i1DENTIAL " ••••" ...d.:•,a0:41.400":• • • ti'ap• 40.00:100 Pe ••• aii , ••••• --- • ...77777, • W.sNngIos Sl. Energy Code di 8x (6) eels of il plans showIn9 ute. te *an40•°Yi afion &d SUBMITTAL CHECKLIST IMPROVEM compioted buftc*ng permit application (one for each sfrucfljre ..... ..... ■■4(0)40.4OtEc0 .k! 9Inita . teowhIflctUde .„. 0•000 IWO ( " • • and plans must be C srative ... d.s abln3 : foi . oft Of Oiik. • • n of entenn&sat.tllte dish) )d of sachment • . • .•. 1 • • • 1 • • . : .1, • • • .............. . • 1 • . • . • • • • • • 11 goo.:00.1. CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Stephen Feltus, Attorney -in -Fact Safeco Insurance Company of America 4909 156th Avenue N.E. Redmond, WA 98082 RE: Bond No. 5681815 - Absher Construction Company 'Dear Mr. Feltus: The City of Tukwila is authorizing a release of the above surety bond to Absher Construction Company for $16,500. If you have any questions, 431 -3671. Sincerely, ' D . Shellie L. Bates Permit Technician Attachments cc: Ab'sher Construction Co. please PHONE II (206) 433.1800 Gary L. VanDnscn, Mayor do not hesitate to call me at w <stiu.�fiNU Ml% 1 s,Ih svI. i/ a u #F ffi,'i i i 111 NAME OF DEVELOPMENT: j/ Norc, e ,_ DEVELOPMENT ADDRESS: / 7!> S� u? `fit cPrlf�r �irr;�wa CASH ASSIGNMENT NAME: ,9,j sl er SHALL BE REFUNDED BY MAILING TO: (please print) CITY/STATE/ZIP fkie3fe�, � tip GfJot , GJ j3 .3 7 a DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENC PLANS /DOCUMENT$ WHERE ITEMS ARE DESCRIBED): Co / y /e 7 _se / p'' 7 ez'- ail ,,l /, F.-)9 ti Av -e0/ 9//./ Full' Z ed t'cw'v U i - r A As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ /, ,s ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( 6 / 3 / 7/ ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these funds. �_ SIGNED: G[ iL .._ c5-513-- SIGNED: ' / ce AMOUNT: 77 /( :' , .5 - 0 0 G V S U �-lz r 0 CASH CASH EQUIVALENT CRY RECEIPT NO. A RECEIVED BY: O t 611A0. -to City C er k ' :cam, DEVELOPER'S REPRESENTATIVE: 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS CASH EQUIVALENT - LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. Nj Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD City Tukwila DEVELOPER'S Pi- .JJECT WARRANTY REQUEST FORM ADDRESS: //p 6 -$, at ,, } � ), S • RELEASED BY DATE: !/- a2 6- 91 PERMIT NO.: 6 3 7 q TEL. NO. TITLE: 6 / /2 f THIS FUND 1S AUTHORIZED TO BE ACCEPTED. DEPARTMENT HEAD: F3or\d 15 P 5 t Qr Corlr DEPOSITED THIS DATE: 03O tel 15 t • Center 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: S 36 - 9� he above work and found it acceptable and therefore ase of t y. above cash assignment. /JAW (, DEPARTMENT: Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD 0W13rno To .. r.rJ t JOB: / drl ArA I' ,. -K -er Subject ,)r /'n o t,/ —r ,,T ,- '. Date y` a 6 - v Per ©R/ ln 1 i-Pf ver-Sy -?DA► .1 /7 /)i-P7 roD 74 th g. /on 7 1-1 'ac 7 /.5 7 �m0 a 'It 1./.4./te el sl. l ,h,nd 725' 7`07:v/ 4s-s, U a , 71e r 1 1, /S /0 rya i 7 r // �.i / zc � _ . r 7 �r i %/ti c5'De 14 / - 4-7 Q / -0 sA #4 .- �. e de . I - ii . i .r ` er S �/ 46e rrn tom, 4 “ -- e" 4., atilt i iw/ l//9`! ..SN74 /r"47 PLEASE REPLY BY: PLEASE REPLY TO Signed A. --• REPLY: Date Signed 1. Original - Addressee 3. Jobsite 2. Office ABSHER CONSTRUCTION CO. 1106 Shaw Rd. S.E. P.O. Box 280 Puyallup, Washington 98371 Phone: 845 -9544 JOBSITE: ADDRESS )' ESS / 7O V Les'j7�cr , PHONE FIELD QUESTION # APR 25 '91 10:29 206 881 4959 PERMIT BONO WHEREAS, •'tbsher Construction Principal," has apppl ie to City � . f _ "the City," ford veloper's Project as Bon Marche Distri utign an Uenter WHEREAS, the approval of said permit under City permit No. 6379 requires that a surety bond be furnished by the Principal to insure that all conditions of the permit are complied with, NOW, THEREFORE, the undersigned Principal and Sco Tnsuranoe ap of America a afe corporation authorized to transact surety business in the State of Washington, hereinafter referred to as "the Surety ", agree and bond them- selves, their heirs, executors, admini trators and assigns, unto the City in the sum ofsi t TH x D llars (E16,5o0.00 ), lawful money s, of the United tote accord ng to the following terms and conditions: 1. The Principal shall, at its sole cost and expense, comply faith - fully with all terms and conditions of the attached permit. 2. In the event that the Principal does not so comply, then the Surety shall, within Thirty 3n) days of demand of the City, make a written commitment to the City that it will either: a) Remedy the Principal's default itself with reasonable dill= genc.e pursuant to a time schedule acceptable to the City, or b) Tender to the City within an additional Thirty (3('bays the amount necessary, as determined by the City, for the City to remedy the default, up to the full amount of this bond. The Surety shall then fulfill its obligations under this bond, according to the option it has selected. If the Surety'elects option (b), then upon completion of the remedy the City shall notify the Surety of the actual cost of the remedy. The City shall return, without interest, any overpayment made by the Surety, and the Surety shall pay to the City any actual costs which exceeded the City's estimate, up to the full amount of this bond. , hereinafter referred to as "the ukwila, hereinafter referred to as rfrfIltIto construct the project known ntrol Permit 1 6379 Bond No. 5681815 3. In the event that any lawsuit is instituted by the City, the Principal or the Surety to enforce the terms of this bond or to determine the rights of any party hereunder, the prevailing party in such litigation shall be entitled to recover from the losing party its costs, including reasonable attorney's fees, incurred as a result of such lawsuit. • 4. This bond shall remain in full force and effect until the obliga- tions secured hereby have been fully performed and until released in writing by the City at the request of the Surety or Principal. P.2 APR 25 '91 10:30 206 881 4959 DATED this 25th Safeco Insurhee Company of America it e S • phen Feltus Attorney -in -Fact Surety Address 4909 - 156th Avenue NE Redmond, WA 98082 SURETY ACKNOWLSOGMENT Partnership STATE*0F WASHINGTON ) : ss. COUNTY OF ) day of April , 196 Absher Cons Co PRINCIPAL Principal Accepted: Date: City of Tukwila P.3 STATE OF WASHINGTON ) : ss. COUNTY OF Pierce ) On this 25th day of April , l991,0 before me, the under- signed, a Notary Public in and for the State of Washington, duly com- missioned and sworn, personally appeared Stephen Feltus , to me known to be the f Attorn -in Fact , the corporation that executed the foregoing instrument, and acknowledged the said Instru- ment to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. NOTARY PUBLIC in and for the State of Washington, residing at My Commission Expires: hereto affixed the•day and year WITNESS my hand and official seal first above written. NOTARY PUBLIC in and for the State of Washington, residing at Tacoma My Commission expires: _5/2/94. On this day of , 198 _, before me, the undersigned,' a otary Public in and for the State of Washington, duly commissioned and sworn, personally appeared , to ma known to be the of • , the general partnership that executed the foregoing nstrument, and acknowledged the said instrument to be the free and voluntary at and deed of said part- nership, for the uses and purposes therein mentioned, and on oath stated that was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year first above written. STATE OF WASHINGTON ) : ss. COUNTY OF Pierce ) On this 25th day of April , 198 97, before me, the under - signed, a Notary Public in and for the State of Washington, duly com- missioned and sworn, personally appeared Daniel R. Absher me known to be the of President , the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and volun- tary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and o ficial al hereto affixed the day and year I�� //, o NI .RY PURL C n an or t o tate o Washington, residing at - 9 'w'¢`f My Commission Expires: -7 °`' first first above written. Individual STATE OF WASHINGTON ) ;ss. COUNTY OF ) On this day of , 198 , before .me, the under- signed, a Notary Public in and for the State of Washington, duly com- missioned and sworn, personally appeared, to me known to be the individual who executed the foregoing instrument, and acknowledged that he signed the said instrument as free and voluntary act and deed Tor the uses and purposes therein menTniM. WITNESS my hand and official seal hereto affixed the day and year first above written. NOTARY PUBLIC in and for the State Washington, residing My Commission Expires P.4 of at SAFECO 5 471 RIO 3 RG POWER OF ATTORNEY CERTIFICATE SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No 634 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA,each a Washington corporation, does each hereby appoint - -- -JEFF BRATRUD; ROBERT M. PIERCE; JACK P. SUTTON; STEPHEN FELTUS; RANDOLPH J. CARR; DELENE M. ERDAHL; PATTI D. SUTTON; PETER J. COMFORT; ROBERT E. HEILESEN; KAREN SWANSON; GEORGE H. FLEMING; GEORGE C. HULBERT; DEBBIE JAHNSON; DAVID G. McCALLUM; KATHY M. MELLICK; JAMES H. SPRENGER; SUSAN K. HIATT; WILMA M. TIPTON; Tacoma, Washington its true and lawful attorney(s) -in -fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 8th day of March 19 90 Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. — FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business . , . On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of- attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attorney appointment is in full force and effect, • the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Boh A. Dickey, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this 25th day of April 19 91 aa,w,tcn u, ,, c w PROJECT: ' PERMIT NO. C.i'. -' / c.•l / -, SITE ADDRESS: C ((% • i C(_ / C // .1 f DATE CALLED: -) - // ;-- TYPE OF INSPECTION: L c /J Li- DATE WANTED: , - / / SPECIAL INSTRUCTIONS: -' i , c _ A REQUESTER: -6_4_4)- , L-C (._? C.. c 1 \ j.7` PHONE NO.: z-/Y' . 7 5 •.:,) f -- INSPECTION RESU4TS /COMMENTS: •r , ,5%;., 7 „ INSPECTOR: , , . /��, � .n_ DATE: , 2, -- -/ kirakkaltasolutoseatiirke At:, its CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 To JOE CLE$SON'S ROOFING, INC. P.O. [lox 99417 - 3807 94th SW TACOMA, WASHINGTON 98499 (46)582.7700 #J ECLRIl 0OR +.r _hi Per (N-A. ;e•-/ §otc._ • RECEIVED MAY 2 8 1991 ASS/ -rr CONS1. Co. -- SIONED fl PLEASE REPLY (3 NO REPLY NECESSARY • ._..., ..•■•..V.,,...,..._.••••...._..... - • • • R b Z nor r LAB HER * A- I ENBER rim r P MCINIYR m = U.KEIEEY r alz 1 11.1111111 111.1 1111= 1 _ 1 2; i: � I r4 . NEEEE R D. ABSHER M BtACKWE DATE '_41.1.9 I1 SUBJECT • Q 3 M /i .._.._:.. _. co v f ., . _..._..,. T 6- 6Z — JtiliW TO: PROM: OAT': $USJUCT: eijk1ci'vni \Wu oz on a> P\43 ril 1 ° NO o rs hov2 1,1 0 Q) n x nIss 19 ,�1 31, - mc) x 4Ict,01 = (Doti, I3 %.00 11o�v ion S City' 4f Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 4334800 Gary 1. VanOusen, Mayor MEMORANDUM F"i I.cz. 0 )4, 199D Rte Co\i.c - Bon • YY1G' c,h-Q. Grey our, hou€ 2I a v\ C h:ec_ / S?.00 d •n • (10 /T2.MEMO) V65.50 STRUCTURAL DESIGN CALCULATIONS FOR THE BON MARCHE DISTRIBUTION WAREHOUSE' ADDITION EBIEOVE JUl 10 6 1990 i MAHAN & DESALVO, INC. D . "''F ) UN 18 1990 ALLIED N.W. John Graham Associates Architects Planners Engineers 520 Pike Street Seattle,. Washington UIR Of TUKWILA APPR0VEDI NOV 1990 NJ 'WILD . �,:_._ BUILDING DIVISION • RECEIVED CITY CH: TU WILA JUL O6 1990 PERMIT CENTER SUBJECT COMPUTED / 74"--: CHECKED foot 2, PG '- 1 ' e'F 6 74e / B% (76 Gz c 2 #4 /.1 W &7r 7 f £ 3;- ? c_r44 A - i`'J.._ Pa.eyitls 4° /,v 2 y 4..-vo 4/) DAL ✓ri513 B 77210 79 - 47 D. ✓'/° J 7 Yao �`3r"" GL 2s - ,° 37x eth, u_num_ ZVI" PROJEC ^M f s Xff hf 9749// PROJECT # DATE PAGE OF 10 PAGES r .. 47,./f2 r 3 : SUBJECT / COMPUTED /64/- CHECKED PROJECT /J'.��fyr°e7}0G44 �F l-),,.7th✓ PROJECT # DATE PAGE OF PAGES 96.(0 Y19--,►c / 7X /p K / /7; ` / / / //i Z/759- mot' 4)4 " rz /7= /1r -296o - /Z 1 � , 9/‘, Ovv zio 7,4; 4t,t, /, 29//2 /-, 9/6 o00 4 • //2 .c . /6t /, /,r' 2 2 0 fi•X( , � K // 9 JP9_,c, in LC IL OTI I I Z /p c , ,7a �= 2 /600 B�� 3 3 G/272 SUBJECT ,/ AJ,41,jv.✓ COMPUTED ' CHECKED 7 / 4 ° 4. x / / a 9 -2 -- 2 G4'!-j -/ "-I 2s- =6 j 41i 47 ,�f,= G L ,'s'A"' 296 , y .. �Z ,7/ 47 — / . o LcuL /AT Irm i PROJECT i1 //?Gut/ PROJECT # DATE PAGE ' OF PAGES • L . 2/6 yo g s* /u 'A.I ' 1240.4J SUBJECT Desi67t/ COMPUTED CHECKED PROJECT._. G :1 .4414 PROJECT # D A T E PAGE L OF._,_ PAGES 7 � /y/ ;6 _/,3 4 /c7r /J :- 2z (6.,.7. dc 0.0 j _. s7 / E -� .0/ate/ , / ? 2y ' -x •, 77 _ /2 i l/- s' d, /2P -✓ . / /tt /gteeg4Viee 2 (7) /s c&' ) -X4 02(29 25, c c _ z, 7.► may Pi,i». _ P C O LCULATIONS SUBJECT COMPUTED / 1: ' 3- CHECKED �36x- = 6% 0 4� --7 -?7i: / 9 _ /2, 21c ers ee __._..... mo=w ---�- 57 ri 07__ I - 1-zr LC UL OTI ("KIM PROJECT - P71:) 4 PROJECT* DATE PAGE ` _ OF PAGES a"—e- x Yr — 0 CE L * -1z- 4,7 /a9- , y / V./ im//7" A/47 • : 0 ' /t /IP r ged_ ">•< • • - 7 . >"'eni "›- (/, 5 • - ; A 414 I 111=r1/1.1.14/ 0.1•111111. ! •! 7, SUBJECT 2,047!eW*I'- COMPUTED CHECKED PROJECT. en PROJECT DATE PAGE Z_ OF PAGES ( 2g -,1- (- /S 2/1# = _ /t•tesi2 .8-e7s 14reeZI A75 •A 4i- 7P 7 6 5X 2 3 o/e /47 /'" / 1 / 2-5- • (A, /4 '7, / /57/ Ze_ _ • • k /Z 7J Z 7 '`"" yi7G / 5e0e.ce-v47 f 44 , /r . _ ----jiy ... ./ _ ! .••-____ _ Z/ '&77- - ' ' 2 ` 7 7 ----- — T47:4 -3-L- 3 ---- ILL 41\ A -- 7 . 7 4- 7/7 416. 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PAGE "Z OF PAGES Ty fv5 CHECKED 24-o 'Ns A& 1 in1 OTIAIV= • SUBJECT COMPUTED CHECKED 7 c .J • 1 *la /0 4 : 7P z 0 • o' two I PROJECT PROJECT # DATE PAGE /7 OF PAGES M #‘. els i I rim 11 s-rInluc SUBJECT COMPUTED CHECKED PROJECT PROJECCTT# DATE PAGE L OF PAGES n CALCULATIONS P • SUBJECT A r /e/?,i1/ 170eSic et, COMPUTED 4 )( e x co e...c.) rem cH ec.4 /4 1-1 0 R e o LT' CHECKED < 1.0 3 . 4A, /g. - Co 4(0 323 /Q$/ -.. / s/t".e:T0(61.3 1/ '5 • /C>G8 4 'e 6 c 1 2 . 4 - ez v t" 4.6 coarrol.5 CALCUL la PROJECT___&24.6E.ErIa 44/9 .. .. . 1 az2.50 /s = z 9,<7 3 CV - _9) .1'. (14. . k utr• PROJECT # DATE R -9c PAGE 7/1 PAGES , . e/.6" _ . i 1 / F z ‘l . - . 4.7 ------:-. • 2 - ---- ---,.----------- --------;--- -- -:-.-1-- ......„ . . , -_______ ■ 28. s cat TS _ 6_ x_ _x _/st - %.5 2 _ 7. 2 - 147 _ _=__ 6. 9/ _ _ el _= 9i. ( ..5"; 6 -- 8 6 k > 36, a - A/41.- . TY/US /0AI -61cGoa)-.7. r • • 37.7 „ , k 3 0a , z)//-33 27,5 .46" vse 4 4 1JJ.I Oa. C0.7:5 7 /e" 4.325. 604.77.5 28,3 //Qt.) 23.4 J /2.6 ............. _ • 7,„ Lis .6 0 4-52S" IA AA./c//...60e.):5 1.0/ /a " h te.o. 73 -90- 122 -00 CITY OF TUKWILA APPROVED NOV 9 MO ' AS BU LDI G DIVISION PROJECT MANUAL FOR THE BON MARCHE DISTRIBUTION WAREHOUSE ADDITION Project No. 73- 90- 122 -00 JUNE 29, 1990 JOHN GRAHAM ASSOCIATES, INC. 520 PIKE STREET SEATTLE, WA 98101 TP -1 BUILDING PERMIT APPLICATION SUBMITTAL 1 understand that the Plan Check approvals are &ubject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor'; copy of approved plans acknowledged. By EMEOWE JULIO 1990 MAHAN & DESALVO, INC. FILE COPY Date PERMIT CENTER D. Pent,:` Vl 9 RECEIVED CITY OF TUKWILA. JUL 0 G 1990 : Specifications: Division 1 - General Section 01030 Section 01150 Section 01300 Section 01400 Section 01500 Section 01600 Section 01700 Division 2 - Site Work Section 02050 Demolition Section 02210 Site Grading Section 02220 Structural Excavation and Backfilling Section 02221 Utility Excavating, Trenching and Backfilling Section 02230 Pavement Subgrade Excavating and Backfilling Section 02250 Compaction Control and Testing Section 02430 Drainage Structures, Pipe and Fittings Section 02713 Water Distribution Section 02722 Sanitary Sewer System Division 3 - Concrete Section 03100 Section 03200 Section 03251 Section 03252 Section 03300 Section 03470 Division 4 - Masonry Not used. Division 5 - Metal Section 05060 Section 05070 Section 05100 Section 05500 Section 05800 TABLE OF CONTENTS 73- 90- 122 -00 TC -1 Requirements Alternates Project Meetings Submittals Testing Laboratory Services . Temporary Facilities Material and Equipment Project Closeout Concrete Formwork Concrete Reinforcement Expansion and Contraction Joints Anchors and Inserts Cast -In -Place Concrete Tilt -Up Precast Concrete • • Welding Bolting Structural Steel Metal Fabrications Expansion Control Division 6 - Wood ana Plastics Section 06100 Rough Carpentry Section 06170 Glued- Laminated Structural Units 01030 - 1;1 01150 - 1;2 01300 - 1;4 01400 - 1;1 01500 - 1;3 06100 - 1;4 01700 - 1;4 02050 - 1;4 02210 - 1;3 02220 - 1;2 02221 - 1;3 02230 - 1;2 02250 - 1;3 02430 - 1;4 02713 - 1;5 02722 - 1;3 03100 - 1;1 03200 - 1;2 03251 - 1;1 03252 - 1;2 03300 - 1;5 03470 - 1;4 05060 - 1;1 05070 - 1;2 05100 - 1;3 05500 - 1;2 05800 - 1;1 01600 - 1;3 06170 - 1;2 Division 7 - Thermal and Moisture Protection Section 07412 Preformed Metal Roofing and Soffit Section 07510 Built -Up Bituminous Roofing System Section 07600 Flashing and Sheet Metal . . . Section 07800 Roof Accessories Section 07900 Sealants Division 8 - Doors and Windows Section 08100 Metal Doors and Frames Section 08360 Overhead Doors Division 9 - Finishes Section 09900 Painting Division 10 - Specialties Section 10250 Firefighting Devices Division 11 - Equipment Section 11161 Dock Levelers 11161 - 1;2 Section 11164 Dock Seals and Bumpers 11164 - 1;2 Division 12 - Furnishings Not used. Division 13 - Special Construction Not used. Division 14 - Conveying Systems Not used. Division 15 - Section Section Section Section Section. Section Section Division 16 - Section Section Section Section Section Section Section Section 73- 90- 122 -00 TC-2 07412 - 1;4 07510 - 1;6 07600 - 1;5 07800 - 1;2 07900 - 1;4 08100 - 1;2 08360 - 1;2 09900 - 1;5 10250 - 1;1 Mechanical 15010 Mechanical Requirements . • • . 15010 - 1;3 15015 Materials, Products and Equipment 15015 - 1;2 15070 Piping Specialties 15070 - 1;3 15140 Motors and Controls 15140 - 1;2 15470 Natural Gas Piping Systems . • 15470 - 1;1 15510 Fire Protection System 15510 - 1;6 15740 Heating and Ventilating Equipment 15740 - 1;4 Electrical 16010 General Provisiuns 16010 - 1;3 16110 Raceways 16110 - 1;3 16120 Wires and Cauies 16120 - 1;3 16134 Outlet Boxes 16134 - 1;1 16140 Wiring Devices 16140 - 1;2 16155 Motor Starters 16155 - 1;1 16160 Panelboards 16160 - 1;2 16170 Motor and Circuit Disconnects. 16170 - 1;1 -.:. �:t::iire. t v.. .. rkY. .'.t:). - . i.�.in :n ...:•.. �..., . � .r a ........J.; i.s r:..irr .`. a:�sh,'r.:.a': i.e . ... 5 r ... Section 16181 Fuses • . . . 16181 -.1;2 Section 16190 Supporting Devices . • .. • 4 16190 - 1;2 Section 16450 Grounding • • • • 16450 - 1;2 Section 16460 Transformers . . . : . . 4 16460 1;1 Section 16500 Lighting . . . . . . • • 4 6 • • 16500 - 1;2 Section 16994 Testing ...`. • . 4 444 16994 1;1 Division 1 - General Section 01030 Section 01150 Section 01300 Section 01400 Section 01500 Section 01600 Section 01700 3- 90- 122 -00 DIVISION 1 GENERAL REQUIREMENTS Requirements Alternates Project Meetings .. Submittals Testing Laboratory Services Temporary Facilities . . Material and Equipment Project Closeout . DIV -1 01030 - 1;1 . 01150 - 1;2 01300 - 1;4 01400 - 1;1 . . 01500 1;3 • • 06100 - 1;4 • 01700 1 ;4 1.0 SECTION 01030 ALTERNATES 1.1 ALTERNATE NO. 1 UNDER THIS ALTERNATE, construct two additional bays of warehouse addition approximately 4500 square feet, total, to the north of the proposed Bon Warehouse addition as shown on the Drawings and Specifications. 1.2 CONSIDERATION OF ALTERNATES 1.2.1 OWNER will consider alternate based on proposed additional cost within the time period the bid is to remain open as stated in the Instruction to Bidders & the Bid Form. 1.3 ENTER BID for alternate in the space provided on the bid form. 2.0 PRODUCTS Not used. 90- 122 -00 01030 -1 3.0 EXECUTION 'Not used. 1.0 GENERAL 2.0 PRODUCTS Not used. SECTION 01150 PROJECT MEETINGS 1.1 PRECONSTRUCTION CONFERENCE. The General Contractor and the Mechanical and Electrical Subcontractors shall attend a preconstruction conference to discuss and clarify contract administration procedures, and requirements under which the construction operation is to proceed. Representatives of the Owner will also attend. The Owner's Representative will notify the Contractor of the date, time, and location of the conference. 1.2 THE CONTRACTOR shall schedule and administer progress meetings and specially called meetings throughout the progress of the Work. 1.2.1 PROGRESS MEETINGS shall be held at one week intervals at the Project field office of the Contractor, to be attended by the Contractor, subcontractors and suppliers as appropriate to the agenda, and the Owner's Representatives. 1.2.2 CONTRACTOR shall: 1. Prepare agenda for meetings. 2. Distribute written notice of each meeting four days in advance of meeting date. 3. Make physical arrangements for meetings. 4. Preside at meetings. 5. Record the minutes; include all significant proceedings and decisions. 6. Reproduce and distribute copies of minutes within three days after each meeting to all meeting participants and all parties affected by decisions made at the meeting. 1.2.3 SUGGESTED MEETING AGENDUM: Review, approval of minutes of previous meeting. - Review of work progress since previous meeting. - Field observations, problems, conflicts. - Problems which impede construction schedule. - Review of off -site fabrication, delivery schedules. - Corrective measures and procedures to regain projected schedule. - Revision to construction schedule. - Plan progress, schedule, during succeeding work period. - Coordination of schedules. - Review submittal schedules: expedite as required. - Maintenance of quality standards. - Review proposed changes for: Effect on construction schedule and on completion date. Effect on other contracts of the Project. - Other business. 73 -90- 122 -00 01150 -1 1.0 GENERAL SECTION 01300 SUBMITTALS 1.1 SUBMITTALS SPECIFIED IN OTHER SECTIONS are as follows: General Conditions Applications for Payment Consent of Surety to Reduction in or Partial Release of Retainage Certification of Unemployment Compensation Contributions Consent of Surety Company to Final Payment Contractor's Affidavit of Payment of Debts and Claims Contractor's Affidavit of Release of Liens Waivers of Liens Receipts of Labor, Materials and Equipment Lien Bond Section 01400 Testing Reports Section 01700 Inspection Certificates Certification of Unemployment Compensation Contributions Affidavit Certifying Payment of Sales and Use Tax Extra Stock Guarantees and Warranties Operating and Maintenance Manuals Performance Test Reports Air Balancing Reports Technical Specifications Divisions 2 through 16 1.2 AIA DOCUMENTS which are required for submittals in this or other Sections of these Specifications may be obtained from: Seattle Chapter AIA 1911 First Ave. Seattle, WA 98101 (206) 448 -4938 1.3 SUBMIT CONSTRUCTION SCHEDULE as required by Paragraph 3.10 of the General Conditions. 1.3.1 PREPARE IN HORIZONTAL bar chart format. CPM format is acceptable. 1.3.2 INDICATE MONTHLY PROGRESS by dollar value and percentage of total work for various components of the Work in the schedule. 1.3.3 ESTIMATED TIME OR COSTS indicated on the schedule will not be considered as fixing the basis for additional time or costs to the Contract. 1.3.4 INDICATE PROJEU D PERCENTAGE of completion for each item as of the first day of each month. Progress payments will not be processed until the Owner's Representative determines that the Contractor has complied with scheduled progress. 73 -90- 122 -00 01300 -1 1.3.5 SCHEDULE WILL SHOW THE METHOD the Contractor intends to follow to meet project milestones, including, but not limited to construction tasks with related submittal production and review, purchase, fabrication, delivery and work items. 1.3.6 SCHEDULE REVISION: Schedule shall accommodate revision as necessary, with a means of comparing to original schedule. Submit revised schedule as necessary on a monthly basis. If the Contractor falls behind the construction progress schedule, he shall take such steps as may be necessary to improve his progress. 1.3.7 SUBMIT FOUR (4) COPIES of the initial construction schedule to the Owner's Representative. 1.4 SUBMIT SCHEDULE OF VALUES as required by Paragraph 9.2 of the General Conditions. 1.4.1 SUBMIT FOUR (4) COPIES to the Owner's Representative. Submit with the construction schedule. 1.5 SUBMIT A LIST OF SUBCONTRACTORS AND MATERIAL SUPPLIERS as required by Paragraph 5.2 of the General Conditions. 1.6 SUBMIT A CERTIFICATE OF INSURANCE to the Owner's Representative pursuant to Subparagraph 11.1.3 of the General Conditions. 1.7 CONSTRUCTION PHOTOGRAPHS. The General Contractor shall cause two (2) 8 x 10 photographs of the building to be taken on or about the first day of each calendar month and ten (10) 8 x 10 photographs of the building to be taken after completion of the project. Photographs shall be taken from station points designated by the Owner's Representative. Two (2) glossy prints mounted on cloth shall be made from each negative and promptly delivered to the Architect - Engineer. Each print shall be provided with a binding "hinge" along the 8 -inch side so that it occurs either at the top of vertical reading prints or at the left side of horizontal reading prints. Each negative and print shall bear the date of exposure and project identification face. 1.8 SUBMIT SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES to the Owner's Representative within twenty (20) days after the date of the Contract, as follows: 1.8.1 TRANSMITTAL FORMS. Each submittal shall be accompanied by three (3) Transmittal Forms, completed and consecutively numbered by the Contractor. .1 Indicate the Project title, specifi;:at.on, section number and title for each item. 1.8.2 SHOP DRAWINGS. Submit one (1) sepia print, not exceeding 30 inches x 42 inches in size, for each sheet of shop drawings. .1 Submit shop drawings as indicated in the Technical Specifications, Divisions 2 through 16. 1.8.3 PRODUCT DATA. Submit four (4) copies. 73 -90- 122 -00 01300 -2 1.8.4 SAMPLES. Submit, in triplicate, with identifying labels or tags permanently attached. Three (3) Shop Drawing Transmittal Forms and three copies of certification, if required, shall accompany each submittal. Certification,if specified, shall consist of a certificate of compliance with contract requirements from the manufacturer endorsed by the Contractor, technical or catalog data, or certified performance reports. Submit samples as indicated in the Technical Specifications Divisions 2 through 16. 1.8.5 TRANSMIT ALL SUBMITTALS TO THE Owner's Representative. .1 Submit product data in 8 1/2 x 11" format. .2 Submittals shall be reviewed and stamped as approved by the Contractor prior to Owner's review. .3 Provide space for Review Stamps. .4 Allow fourteen (14) days for review of submittals. 1.8.6 COMPLETENESS OF SUBMITTALS: Contractor shall submit only complete submittals. The Owner's Representative will reject submittals that are incomplete, including, but not limited to deficiencies in the following areas: - Performance characteristics , capacities, accessories and fittings necessary for a complete job. Catalog numbers, sizes, model numbers or other specific identification. Installation data. Field rough in dimensions and clearances, clearly identified. - Relationship to adjacent or critical features of the Work. Identification of deviations from the Contract Documents. - Catalog numbers and similar criteria. - Field construction criteria. Complete design of performance specified items. 1.8.7 RESUBMITTALS: Make any correction or changes required by the reviewer and resubmit until' approved. 1.8.8 FILES: Maintain approved copies of all submittals in a file at the job site. ,-1.9 CERTIFICATES. Submit certification to the Owner's Representative as specified in the Technical Specifications Divisions 2 through 16. 1.9.1 SUBMIT THREE (3) COPIES. 2.0 PRODUCTS Not used. 73 -90- 122 -00 01300 -3 1.0 GENERAL SECTION 01400 TESTING LABORATORY SERVICES 1.1 TESTING LABORATORY for testing hereinafter specified shall be selected by the Contractor with the approval of the Owner's Representative. 1.2 NOTIFICATION OF TESTING LABORATORY that materials are ready for sampling shall be made by the Contractor.. In the case of soils testings, such notification shall be made at least seven (7) days in advance. 1.3 SAMPLING shall be made by the testing laboratory's authorized representative, except concrete cylinders shall be made by the Contractor. The location from which the sample was taken shall be noted on the Test Report. 1.4 REPORTS shall be made in duplicate directly to the Owner's Representative with a copy sent directly to the Contractor and the Owner. In the case of concrete, an additional copy shall be sent directly to the concrete producer. 1.5 PAYMENTS. Receipts for payment shall be forwarded to the Owner's Representative for approval prior to payment. 1.6 SOILS TESTING 1.6.1 INSPECTION AND TESTING COSTS shall be borne by the Contractor for the following: Footing excavation inspection Soils testing Structural fill placement inspection and testing Excavation for paving 1.7 COST OF TESTING 1.7.1 COST shall be borne by the Contractor. 1.7.2 A REPRESENTATIVE OF THE TESTING LABORATORY will perform the testing, and will be present on the jobsite during excavation and grading operations. 1.8 PATCHING, if required by the taking of samples, shall be made by the Contractor. 1.9 TESTS ARE S:PCTFIED in the Technical Specifications, Divisions 2 through 16 and the Drawings. 2.0 PRODUCTS Not used. 3.0 EXECUTION Not used. END OF SECTION 73 -90- 122 -00 01400 -1 1.0 GENERAL 1.1 WATER shall be furnished by the Owner as may be needed for the entire prosecution of the Work. 1.2 TEMPORARY POWER shall be provided throughout the demolition and construction period by the Contractor for use by all trades, Contractors, and Subcontractors for the following purposes: Operation of miscellaneous power tools and equipment Temporary lighting Power and lighting in temporary construction site office and storage buildings Testing and checking equipment Welding units Space heating devices Night security lighting Power to maintain continuous operation of Owner's present facilities during changeover of electrical equipment. 1.3 POWER SOURCE. The Owner shall provide 120/208 -volt, 3- phase, 4 -wire, 60 -cycle power at designated service points. The Contractor shall extend services, and shall provide and maintain a submeter to meter the electrical energy used by the Contractor's extension. 1.4 DISTRIBUTION BOXES shall be weatherproof (National Electrical Manufacturers Association, NEMA 3R) with three duplex outlets. Each duplex outlet shall be split and fed with two 20- ampere circuits. Provide distribution boxes to the extent that any point within the building line can be reached with no more than a 100 -foot extension. 1.5 CIRCUIT BREAKERS, including ground fault interruption, shall be provided for the protection of each outlet, and shall be 20 ampere, single pole, except where breakers of higher amperage ratings are required for equipment such as welders. 1.6 MATERIALS may be new or used, but must be adequate in capacity for the purposes intended, and must not create unsafe conditions or violate requirements of applicable codes. Patented specialty materials may be used if listed by Underwriters Laboratories Inc. (UL). 1.6.1 CONDUCTORS. Wire, cable, or busses shall be UL listed, of appropriate type, and sized in accord with National Electrical Code (NEC) for applied loads. SECTION 01500 TEMPORARY FACILITIES 1.6.2 CONDUIT shall be rigid steel galvanized, American National Standards Institute (ANSI) C80.1; electrical metallic tubing, ANSI C80.3; or other material approved by National Electrical Code. 73- 90- 122 -00 01500 -1 1.6.3 EQUIPMENT ENCLOSURES shall meet the requirements of National Electrical Manufacturers Association Standards for the environment in which they are used. 1.7 TEMPORARY LIGHTING shall be provided during the demolition and construction period by the Contractor for use by all trades, Contractors, and Subcontractors for safe and adequate working conditions throughout the addition and shall provide minimum illumination measured in foot candles (FC) at the floor line, as follows: General area and walkway lighting 5 FC General, electrical, and mechanical rough work areas 10 FC Concrete and finish work areas 20 FC 1.8 COST OF ELECTRICAL ENERGY used during construction shall be borne by the Contractor. 1.9 SANITARY CONVENIENCES for the use of all persons employed on the Work will be provided and maintained by the General Contractor. provide temporary heat as required during construction. 1.12 TEMPORARY TELEPHONE. The Contractor shall maintain a temporary telephone for use by all trades, Contractors, and Subcontractors throughout the construction period. After the building is enclosed, the telephone service shall be extended into the building. The temporary telephone shall have an amplified exterior bell. 1.13 DUSTPROOF ENCLOSURES. When demolishing or remodeling portions of,the existing building or when tying into the existing building the General Contractor shall provide temporary dustproof partitions at all openings to protect the existing buildings and its contents from dust; dirt, and the entry of unauthorized personnel. 1.14 BARRICADE FENCE. The General Contractor shall erect and maintain a barricade fence during the life of the Contract. The fence shall be either a chain link fence or a fence constructed from sound salvage material free from sharp edges or protruding nails. 1.15 MAINTENANCE OF EXITS 1.15.1 DURING CONSTRUCFION OF THE NEW BUILDING ADDITION, the General Contractor shall, if the Work is i,. pz.,gress when the building is occupied, maintain a means of egress at least 6 feet wide, free and unobstructed, from each exit of the existing building to a public way via the existing building driveways. 73 -90- 122 -00 01500 -2 END OF SECTION, 01500 -3 1.16 STORAGE OF MATERIALS AND EQUIPMENT. The Contractor may store material and equipment within the construction limits indicated on the site plan, sheet C-1. 1.16.1 PROJECT OFFICES AND STORAGE FACILITIES FOR THE CONTRACTOR AND SUBCONTRACTORS shall be maintained on the site as necessary for the proper conduct of the Work. After consulting with the Owners Representative, these shall be located so that they cause no interference to any work performed on the site, or to Owner's use of the premises. 1.16.2 REMOVAL OF TEMPORARY OFFICES AND STORAGE FACILITIES. Prior to Substantial Completion of the project, remove the temporary offices and storage facilities, and leave the premises in the condition required by the Contract. 1.17 TEMPORARY SIGNS 1.17.1 SIGNS OF CONTRACTORS AND SUBCONTRACTORS. Subject to prior approval of the Owners Representative as to size, design, type, location, and local regulations, the Contractor and his Subcontractors may erect temporary signs for purposes of identification and. controlling traffic. The Contractor shall furnish, erect, and maintain such signs required by safety regulations and necessary to safeguard life and property. 2.0 PRODUCTS Not used. : 3.0 EXECUTION Not used. 1.0 GENERAL SECTION 01600 MATERIAL AND EQUIPMENT 1.1 MATERIAL AND EQUIPMENT shall be of the manufacture, model, and type specified. Substitute material and equipment approved prior to bidding, in accord with the Instructions to Bidders, are incorporated into these Specifications as Addenda. 1.2 MANUFACTURERS INSTRUCTIONS 1.2.1 OBTAIN AND DISTRIBUTE COPIES of manufacturer's installation instructions to parties involved in the installation. .1 Maintain one set of complete instructions at the job site during installation and until completion. 1.2.2 HANDLE, INSTALL, CONNECT, CLEAN, CONDITION AND ADJUST products in strict accord with instructions and in conformity with specified requirements. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with Owner's Representative. Do not proceed with work without clear instructions. 1.2.3 DO NOT OMIT ANY PREPARATORY STEP or installation procedure unless specifically modified or exempted by Contract Documents. 1.3 TRANSPORTATION AND HANDLING 1.3.1 ARRANGE DELIVERIES OF PRODUCTS in accord with construction schedules, coordinate to avoid conflict with work and conditions at the site. .1 Deliver products in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. .2 Immediately on delivery, inspect shipments to assure compliance with requirements of Contract Documents and approved submittals, and,that products are properly protected and undamaged. 1.3.2 PROVIDE EQUIPMENT AND PERSONNEL to handle products by methods to prevent soiling or damage to products or packaging. 1.4 STORAGE AND PROTECTION 1.4.1 STORE PRODUCTS IN ACCORD with manufacturer's instructions, with seals and labels intact and legible. . 1 Store products subject to damage by the elements in weathertight enclosures. . 2 Maintain temperature and humidity within the ranges required by manufacturer's instructions. 1.4.2 EXTERIOR STORAGE: .1 Store fabricated products above the ground, on blocking or skids, prevent soiling or staining. Cover products which are subject to 73- 90- 122 -00 01600 -1 deterioration with impervious sheet coverings, provide adequate ventilation to avoid condensation. .2 Store loose granular materials in a well- drained area on solid surfaces to prevent mixing with foreign matter. 1.4.3 ARRANGE STORAGE IN A MANNER to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under specified conditions, and free from damage or deterioration. 1.4.4 PROTECTION AFTER INSTALLATION: .1 Provide substantial coverings as necessary to protect installed products from damage from traffic, weather and subsequent construction operations. Remove protection when no longer needed. .2 Earthwork damaged by water shall be recompacted or replaced to conform to Specification. 1.5 MATERIAL AND EQUIPMENT OF ACCEPTABLE MANUFACTURE. An item of material or equipment may be used in place of an item which is specified by manufacturer and model number or type, provided that all of the following provisions are met: .1 The item is manufactured by one of the acceptable manufacturers listed in the Specifications. .2 The item of material or equipment meets or exceeds the minimum qualities established by the specified item. .3 The item is used throughout the project so that all items of material or equipment used in place of specified items are of the same make and type. .4 The entire cost of all modifications which result from the use of - items in place of specified items shall be borne by the Contractor who uses such items, at no additional cost to other Contractors or to the Owner. 1.6 SUBSTITUTIONS 1.6.1 THE OWNER WILL CONSIDER WRITTEN REQUESTS from Contractor for , substitution of products unless "No Substitutions" is called out in the Drawings and Specifications. Reference to any equipment, material, article or patented process by trade name, make, catalog number or referenced standard shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. 1.6.2 APPROVAL OF SUBSTITUTIONS shall not be held to have relieved the Contractor from timely, full and proper performance of the Work in accordance with the Contract Documents or responsibility for the proper jointing of other various parts of the Work, nor from the required guarantees and maintenance provisions. 73 -90- 122 -00 01600 -2 1.6.3 SUBMIT REQUESTS ON THE SUBSTITUTION REQUEST FORM (or a facsimile thereof) which follows this Section. Substitution Requests must be received a minimum of seven (7) days prior to the Bid Opening Date to be considered. 1.6.4 SUBMIT A SEPARATE REQUEST for each product, supported with complete data, with drawings and samples as appropriate, including: - Comparison of the qualities of the proposed substitution with that specified. - Changes required in other elements of the Work because of the substitution. - Effect on the construction schedule. - Cost data comparing the proposed substitution with the product specified. - Any required license fees or royalties. - Availability of maintenance service, and source of replacement materials. 1.6.5 OWNER'S REPRESENTATIVE shall be the judge of the acceptability of the proposed substitution. 1.6.6 A REQUEST FOR A SUBSTITUTION constitutes a representation that Contractor: - Has investigated the proposed product and determined that it is equal to or superior in all respects to that specified. - Will provide the same warranties or bonds for the substitution as for the product specified. - Will coordinate the installation of an accepted substitution into the Work and make such other changes as may be required to make the Work complete in all respects. - Waives all claims for additional costs, under his responsibility, which may subsequently become apparent. 1.7 REPEATED FEATURES OR MATERIALS must be constructed alike, although detailed or indicated only once. Detail and ornament must continue throughout all moldings, bands, etc. Where items, devices, or equipment are specified singular in number, the Specification shall apply to as many items, devices, or pieces of equipment as are shown on the Drawings or required to complete the installation. Repeated items of equipment or materials shall be of the same manufacture, model number, and type. 1.8 WHEN BULKY MATERIALS AND EQUIPMENT ARE FURNISHED BY OTHERS, the General Contractor shall, upon receipt of notice in ample time, leave proper openings to permit the installation and properly close such openings afterward. 1.9 WHEN EQUIPMENT IS FURNISHED BY OTHERS, the Contractor shall use the manufacturer's detail drawings to establish roughing -in dimensions and locations of services. In case of conflict,' the equipment detail drawings and dimensions shall be used, except where aesthetic or structural considerations make an adjustment necessary. 1.10 DISCREPANCIES. In the event of discrepancies within the Drawings, within the Specifications, or between the Drawings and Specifications, the 73 -90- 122 -00 01600 -3 3.0 EXECUTION Not used. 73 -9.0- 122-00 more costly of the two or more methods of construction or items shown shall be considered to be shown or specified at all locations where the discrepancies occur. SUBSTITUTION REQUEST FORM TO: ALLIED STORES INCORPORATED PROJECT: THE BON MARCHE DISTRIBUTION WAREHOUSE ADDITION We hereby submit for your consideration the following product instead of the specified item for the above project: Section Specified Item:__ Proposed Substitution: _ . _ _ _ _ Attach complete product description, Drawings, photographs, performance and test data and other information necessary for evaluation. Identify specific model numbers, finishes, options, etc. A. Will changes be required to building design in order to properly install proposed substitution? Yes No. If Yes, explain. B. Will the undersigned pay for changes to the building design, including engineering and Drawing costs, caused by requested substitution?,* . Yes.:._ No C. 'List differences between proposed substitution and specified item. Specif ied.I tem, 73790-122 -po Page Paragraph/Line D. Does substitution affeot Drawing dimensions? Yes No If Yes, explain. • Drawing Detail/Schedule erpposed Substitution E. What effect does substitution have on other trades? • F. [bes manufacturer's warranty of proposed substitution differ from that specified? yes_____ If Yes, n' • • G.. Will substitution affect progress schedule? No ` If Ysas.eXplain. H. Will substitution require more license fees or royalties thah specified ' product? Yes...;_„, No . If Yes, explain.. I. Will maintenance and service parts be locally available for substitution? Will-substitution oost more than specified :If: Yes, explain. Submitted by: Signature Firm : '` ` Address Date p � :For Reviewer's Use Only ' _A#oep:ed ' ' Acz�m� �ted As Noted ' Too Late _____ 1.0 GENERAL SECTION 01700 PROJECT CLOSEOUT 1.1 CLEANING UP. At the completion of the Work, clean up in accord with of the General and Supplementary Conditions. 1.1.1 REMOVE WASTE MATERIALS and rubbish from and about the site as well as tools, construction equipment, maphinery, and surplus materials. 1.2 SUBSTANTIAL COMPLETION 1.2.1 SUBSTANTIAL COMPLETION shall be defined in "General and Supplemental Conditions ". 1.2.2 THE CONTRACTOR shall notify the Owner's Representative in writing 10 days prior to proposed date for Substantial Completion Inspection. 1.2.3 WHEN CONTRACTOR considers the Work is substantially complete, he shall submit to the Owner's Representative: .1 A written notice that the work is substantially complete. .2 A list of items to be completed or corrected. 1.2.4 WITHIN FIVE (5) WORKING DAYS after receipt of notice that Work is substantially complete, the Owner's Representative will make an inspection to determine the status of completion. .1 Should the Contractor's list of items prove to be significantly lacking in items to be completed, inspection will be canceled until such time as the list reflects the state of the completion of the Work. .2 Inspection will not be performed if life safety items, such as fire protection systems and completed exit paths from the building are incomplete, and until the Certificate of Occupancy is obtained from the local inspection authority. 1.2.5 SHOULD THE OWNER'S REPRESENTATIVE determine that the Work is not substantially complete: .1 Owner's Representative will promptly notify the Contractor in writing, giving the reasons therefore. .2 Contractor shall remedy the deficiencies in the Work, and send a second written notice of substantial completion. Lo the Owner's Representative. .3 Owner's Representative will reinspect the Work. 1.2.6 WHEN THE OWNER'S REPRESENTATIVE concurs that the Work is substantially complete, he will: 73 -90- 122 -00 01700 -1 - Prepare a Certificate of Substantial Completion, AIA Form G704, accompanied by Contractor's list of items to be completed or corrected, as verified. - Submit the Certificate to Owner, Architect /Engineer and Contractor for their written acceptance of the responsibilities assigned to them in the Certificate and the Contract Documents. 1.2.7 THE OWNER may, when the Work is substantially completed, take occupancy and assume responsibility for the maintenance and operation of a portion of the project as mutually agreed upon: however, the Contractor shall continue to be responsible for completion of the project. 1.2.8 UPON ACCEPTANCE for substantial completion, assessment of liquidated damages, if any, will cease. 1.2.9 REINSPECTION N'1ES: Should the Owner's Representative be required to perform reinspections due to failure of the Work to comply with the claims of the status of completion made by the Contractor, the Owner will deduct the costs of such additional service from the final payment to the Contractor. 1.3 FINAL INSPECTION 1.3.1 THE CONTRACTOR shall notify the Owner's Representative in writing, 15 days prior to the proposed date of Final Inspection. 1.3.2 WHEN CONTRACTOR considers the work is complete, he shall submit written certification that: .1 Contract Documents have been reviewed. .2 Work has been inspected for compliance with Contract Documents. .3 All Work noted on Substantial Completion Inspection has been completed in accordance with Contract Documents. .4 Equipment and systems have been tested in the presence of the Owner's Representative and are operational. .5 Work is completed and ready for Final Inspection. 1.3.3 WITHIN FIVE (5) WORKING DAYS after receipt of notice that work is complete the Owner's Representative will make an inspection to verify the status of completion. Should Owner's Representative consider that the Work is incomplete or defective: .1 Owner's Representative will promptly notify the Contractor in writing, listing the incomplete or defective work. .2 Contractor shall take immediate steps to remedy the stated deficiencies, and "send a second written certification to Owner's Representative that the Work is complete. .3 Owner's Representative will reinspect the work. 73 -90- 122 -00 01700 -2 1.3.4 WHEN THE OWNER'S REPRESENTATIVE finds that the work is acceptable under the Contract Documents, he shall request the Contractor to make closeout submittals. 1.4 CLOSEOUT SUBMITTALS. The following submittals shall accompany the final Application for Payment. Submit to the Owner's Representative in duplicate unless specified otherwise in the Sections indicated. General Conditions Certification of Unemployment Compensation Contributions Contractor's Affidavit of Payment of Debts and Claims Consent of Surety Company to Final Payment Contractor's Affidavit of Release of Lien Contractor's Release or Waiver of Lien Individual Releases or Waivers of Liens, or receipts in full covering labor, materials and equipment, or a Lien Bond 1.5 SUBMIT INSPECTION CERTIFICATES issued by regulatory agencies to the Owner's Representative as required by Paragraph 7.7 of the General Conditions. 1.6 SUBMIT TESTING REPORTS to the Owner's Representative before final payment and including the following: Performance Test Reports 1.7 PROJECT RECORD DOCUMENTS 1.7.1 AT THE TIME OF CONTRACT AWARD, the Owner's Representative will provide the Contractor with reproducible mylar copies of the Contract Documents. The • Contractor will in the course of construction, neatly and legibly record information concurrently with the construction process. .1 Do not conceal any work until required information is recorded. .2 Progress pay estimates will not be processed if the Owner's Representative determines that the Contractor has failed to keep the "As- Built" plans and specifications as specified. 1.7.2 DRAWINGS: Legibly mark to record actual construction: .1 Depths of various elements of foundation in relation to finish first floor. .2 Horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. .3 Location of internal utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the structure. .4 Field changes of dimension and details. .5 Changes made by Field Change Instruction or by Change Order. .6 Details not on original Contract Drawings. 73 -90- 122 -00 01700 -3 1.7.3 SPECIFICATIONS AND ADDENDA: Legibly mark each Section to record: .1 Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed. .2 Changes made by Field Change Instruction or by Change Order. 1.7.4 MARK ALL DRAWINGS AND SPECIFICATIONS as "Project Record Documents ". 1.7.5 SUBMIT COMPLETED PROJECT RECORD document to the Owner's Representative concurrent with the final payment application. 1.8 SUBMIT OPERATION AND MAINTENANCE MANUALS before final payment application to the Owner's Representative in a 2 -1/2 ", red vinyl covered, three -ring binder. Operation and maintenance manuals are specified in the Technical Specification, Divisions 2 through 16. 2.0 PRODUCTS Not used. 3.0 EXECUTION Not used. Division 2 - Site Work Section 02050 Demolition Section 02210 Site Grading Section 02220 Structural Excavation and Backfilling Section 02221 Utility Excavating, Trenching and Backfilling Pavement Subgrade Excavating and Backfilling Compaction Control and Testing Drainage Structures, Pipe and Fittings 02430 - 1;4 Water Distribution 02713 - 1;5 02722 - 1;3 Section 02230 Section 02250 Section 02430 Section 02713 Section 02722 Sanitary Sewer System 02050 - 1';4 02210 - 1;3 02220 - 1;2 02221 - 1;3 '02230 - 1;2 • 02250 - 1;3 73-90-122-00 1.0 GENERAL 1.1 RELATED WORK Dustproofing Partitions Section 01500 1.2 WORK BY OTHERS 1.2.1 WORK BY OTHERS includes disconnection of water, gas, electric, and telephone lines. Fees assessed for this disconnection work shall be paid for by the Owner. Coordination of utility disconnections shall be by the Contractor. 1.3 QUALITY ASSURANCE 1.3.1 REMOVAL AND REPLACEMENT of pavements within the public right-of-way shall meet the requirements of the City of Tukwila. 1.3.2 TIMING of construction or demolition operations affecting traffic flow or parking shall be as directed by the City of Tukwila Traffic Engineer. Post "no parking" restriction signs as directed by the Traffic Engineer. Do not close, obstruct, or store material or equipment in driveways without notification to and concurrence of the Owner. Conduct operations with minimum interference with streets, sidewalks, and other facilities. 1.4 SUBMITTALS 1.4.1 SCHEDULE OF WORK AND SEQUENCE OF OPERATIONS. Submit proposed methods and schedule of demolition work for approval by the Owner's Representative in accord with Section 01300 SUBMITTALS. 1.4.2 SUBMIT a certificate of compliance to the Owner's Representative required by U.S. Environmental Protection Agency if removal of friable asbestos is encountered during demolition operations. 1.5 SITE CONDITIONS 1.5.1 ALL ITEMS to .be removed or demolished in the course of construction shall become the property of the Contractor, and shall be removed from the site. Materials shall not be stored on the site for sale, nor shall the Contractor conduct any sale on the site. SECTION 02050 DEMOLITION 1.6 ALTERNATES 1.6.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS 2.1 MATERIALS 2.1.1 BARRICADE AND FENCE MATERIAL may consist of sound salvage materials, free of nails and sharp projections. 2.1.2 CAPPING AND SEALING MATERIAL shall be as specified by the respective utility company. 2.1.3 PAVEMENT REPAIR MATERIAL shall be identical to those removed and as approved by the local authority governing such work. 3.0 EXECUTION 3.1 PREPARATION 3.1.1 ERECT barricades, fences, or other suitable barrier to protect the public and warehouse workers from falling debris and operating equipment. Place and maintain warning signs and lights at locations where anyone is exposed to danger. 73 -90- 122 -00 02050 -2 3.1.2 DISCONNECT utility services prior to starting demolition operations. 3.1.3 PROTECT existing utility service lines, poles, boxes, vaults, and structures, which are to remain in service, from damage. Exercise extreme caution when removing pavements or structures in and around these utilities. Notify the owning utility company and the Owner's Representative immediately should damage occur to any utility. Damages to utilities known at the time of demolition shall be repaired at the Contractor's expense. 3.1.4 BRACE, SHORE, OR PROVIDE other protection as required to prevent movement, settlement, or collapse of adjacent building, pavement, utilities, and other structures. At any time, if the safety of adjacent structures appears to be endangered, cease operation, take precautions to support the structure, and notify the Owner's Representative. Resume operations only after permission has been granted. If the Owner's Representative considers additional bracing or shoring necessary to safeguard or prevent movement or settlement, install such bracing or shoring upon the Owner's Representative order. If the Contractor fails to comply promptly with Q!ach order, such bracing and shoring may be placed by the Owner at the Cu „tractor's expense. 3.1.5 PROVIDE security for the portion of the existing ::.:ilding which remain when demolition operations render the building unlockable. 3.1.6 REMOVE items to remain the property of the Owner from the building, using care not to damage or destroy. 3.2 DEMOLITION 3.2.1 CUT OFF abandoned sanitary and storm sewers at the property line, plug or cap with sealing materials, in accord with City of Tukwila regulations pertaining to abandoning of sewers. A plumbing permit is required for any work performed on a building sewer. The plugging or capping of existing sewers will be inspected and recorded by the Chief Plumbing Inspector of the City of Tukwila, or his inspectors, before the sewer is backfilled. The Contractor is not required to remove any pipe from the main to the buildings unless it interferes with demolition operations, future construction, or plugging or capping of lines or violates local codes and ordinances. 3.2.2 WORK with pneumatic or vibratory tools will generally be permitted; however, for removal of items to remain the property of the Owner, hand tools may be required. 3.2.3 REMOVE portions of the existing buildings as shown on the Drawings and as follows: .1 Remove structural steel, cast iron, and heavy timbers by individual pieces and lower carefully. .2 Within New Building Area, remove footings, foundations, asphalt paving, and utilities. .3 Outside of New Building Area, remove footings and foundations to a depth of 3 feet below finish grade and break up floor slabs into pieces a maximum of 4 square feet. Sawcut and remove asphalt paving to dimensions as follows: 25' from the north and south walls of the new addition and 40' from the east wall of the new addition. 3.2.4 DISPOSAL OF DEMOLISHED MATERIAL .1 General: From the site, remove debris, rubbish, and other material resulting from demolition operations. Material removed from the site shall become the property of the Contractor. .2 Partial Removal: Items of salvageable value to the Contractor may be removed from the structure as work progresses. Transport salvageable items from the site as removed. .3 Burning of removed material from demolished structures is not permitted on the site. 3.2.5 NATEh.IAL REUSE: Existing crushed rock and fill material cnuountered in areas to be demolished may be stockpiled and reused provided they meet requirements for such materials as specified elsewhere. 3.2.6 DUST REIENTION. In demolishing concrete walls, slabs, etc., keep work wetted down thoroughly to prevent dust and dirt from rising; provide necessary water, water lines, and connections for this purpose. 73 -90- 122 -00 02050 -3 3.2.7 GROUND AND SURFACE WATER. After the items to be demolished have been have been removed, protect the resulting building excavation or open area from surface or ground water. Promptly remove any water which accumulates in excavations or openings. The method of dewatering and the disposal of water is subject to the approval of the Owner's Representative. END OF SECTION 1.0 GENERAL SECTION 02210 SITE GRADING 1.1 RELATED WORK Structure Excavating and Backfilling Utility Excavating, Trenching and Backfilling Pavement Subgrade Excavating and Backfilling Compaction Control and Testing Finish Grading Section 02220 Section 02221 Section 02230 Section 02250 Section 02260 1.2 DEFINITIONS 1.2.1 STRUCTURAL FILL is defined as fill material that supports a structure or pavement. 1.3 QUALITY ASSURANCE 1.3.1 BORROW MATERIAL shall be inspected at the source by the Owner's Representative, for compliance with Paragraph 2.1 of this Section, prior to transport to the site. 1.3.2 ACQUIRE PERMITS to haul earth over public ways as required by local jurisdiction. 1.3.3 EXPLOSIVES shall not be used without prior written permission of the Owner's Representative and authorities having jurisdiction. 1.4 ALTERNATES 1.4.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS 2.1 FILL MATERIAL 2.1.1 FILL MATERIAL shall be free of large or matted root systems, vegetation, and other organic material, trash, demolition debris, frozen material, and brick or stone over a 4 -inch maximum dimension. 2.1.2 FILL MATERIAL shall be obtained from on -site excavation, or overexcavations, or shall be hauled to the site from an approved borrow area. 3.0 EXECUTION 3.1 . ' o'ARATION 3.1.1 NOTIFY utility companies, which have utilities that interfere with construction, and arrange fbr their disconnection, relocation, or adjustments. Safeguard utilities from damage during grading operations. Notify the owning company and the Owner's Representative immediately should damage occur to any utility. Damages to utilities known at the time of grading shall be repaired at the Contractor's expense. 73- 90- 122 -00 02210 -1 3.1.2 BRACE, SHORE, OR INSTALL other means necessary to protect adjacent less than two percent; and one percent. in 20 feet on slopes greater than two percent. 3:4 FIELD QUALITY CONTROL 3.4.1 COMPACT fill and structural fill to minimum densities specified and within moisture content tolerances as specified in Section 02250, Compaction Control and Testing. 73 -90- 122 -00 END OF SECTION 1.0 GENERAL 1.1 RELATED WORK Site Grading Compaction Control and Testing 2.0 PRODUCTS 3.0 EXECUTION SECTION 02220 STRUCTURE EXCAVATING AND BACKFILLING Section 02210 Section 02250 1.2 ALTERNATES 1.2.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.1 FILL MATERIALS 2.1.1 GRANULAR FILL for use under slab on grade material shall be crushed rock, stone, or gravel reasonably free of clay, shale, and soft particles, or other deleterious matter. Sizes and gradation of the granular fill shall be as follows: Sieve Size Percent by Weight Passing 3/4 -inch 100 - -- 100 0 - 15 200 0 - 2 3.1 GENERAL EXCAVATION 3.1.1 EXCAVATE in accord with the Contract Documents and in a manner which ensures reasonable accuracy in preserving lines and levels shown on the. Drawings. Excavate for buildings far enough beyond wall line to permit removal of forms and allow for repaving to finish elevations indicated on Drawings. 3.1.2 EXCAVATE TRENCHES included in the building. Carefully maintain minimum width and in no way impair the bearing value of any footing or foundation. 3.2 FOOTING EXCAVATION 3.2.1 CUT footing excavations vertically from the widest part of footing. Undercutting for footing projections is not permitted. 3.2.2 REMOVE surface water from footing excavations immediately. 3.2.3 POUR footings immediately after excavation is complete. Do not remove the last 4 inches to 6 inches of subsoil until footing locations have been determined and footing formwork, reinforcement placement and pouring are ready to immediately commence. Place concrete for footings which bear on earth on undisturbed soil and /or fill compacted in accord with Section 02210, Site Grading. When footings are inadvertently excavated below elevations shown on the Drawings, fill footings with concrete to the proper level. 73 -90- 122 -00 02220 -1 3.2.4 UNEXPEureD SUBSURFACE CONDITIONS. Where suitable bearings are encountered at different elevations from those indicated on the Drawings, the Owner's Representative shall direct, in writing, that the excavation be carried to elevations above or below those indicated on the Drawings. Adjustment in payment shall be made in accord with the terms of the General Conditions. 3.3 SLAB ON GRADE 3.3.1 RESTORE slab -on -grade subgrades, when excavation is inadvertently made below proper elevation, in accord with Section 02210, Site Grading. 3.3.2 RECOMPACT subgrade prior to slab installation, where soils have lost surface compaction due to moisture content increases, construction traffic operations, or other reasons, to densities specified in Section 02250, Compaction Control and Testing. 3.3.3 SPREAD granular fill below slab to thicknesses shown on the Drawings and compact to densities specified in Section 02250, Compaction Control and Testing. 3.4 BACKFILLING 3.4.1 SUPPORT walls laterally while placing and compacting fill or backfill against walls and until permanent lateral support is in place. 3.4.2 PLACE backfill for structures in horizontal uniform layers not exceeding 8 inches. Bring each layer up uniformly on all sides of structure and thoroughly compact using pneumatic compaction or other methods approved by the Architect- Engineer. 3.5 PROTECTION 3.5.1 PROTECT soils, in the building area and within 20 feet of building perimeter, against moisture content increases throughout construction period. Expose footing and utility excavations for as short a time as practical and, if water enters excavation, remove softened soils completely or allow to dry before placing footings or floor slabs. Keep swalea a minimum of 20 feet away from exterior walls. 3.6 TOLERANCES 3.6.1 CHECK FOOTING WIDTH AND DEPTH to assure that minimum dimensions are maintained. 3.6.2 CHECK FLOOR SLAB SUBGRADE SURFACE TOLERANCE using a 10 -fcoL straightedge applied at 90- degree angles to each reading. Surface shall not vary more than 1/2 inch. END OF SECTION 73 -90- 122 -00 02220 -2 1.0 GENERAL 2.0 PRODUCTS SECTION 02221 UTILITY EXCAVATING, TRENCHING AND BACKFILLING 1.1 RELATED WORK SPECIFIED ELSEWHERE Site Grading Compaction Control and Testing Drainage Structures, Pipe and Fittings Water Distribution Sanitary Sewer Section Section Section Section Section 02210 02250 02430 02711 02722 2.1 BACKFILL MATERIAL 2.1.1 BIDDING MATERIAL shall be crushed limestone, crushed gravel, slag, or sand finer than 3/8 inch. Bedding material shall also be used as backfill to 12 inches above top of pipe where plastic pipe is used. 2.1.2 BACKFILL MATERIAL shall be similar to material excavated from the trench. Backfill shall be reasonably.free'of roots and other organics, trash, frozen material, and stones larger than 6 inches in. diameter. Limit stones to 3/4 -inch diameter in backfill to 12 inches above the top of pipes larger than 3 inches in diameter. Limit stones to 3/4 -inch diameter for backfill to 4 inches above the top of pipes 3 inches or smaller in diameter. 2.2 SHORING MATERIAL 2.2.1 SHORING MATERIAL shall be wood timber or steel sheet piling with cross members and braces to meet local codes or other governmental requirements. Where shoring material must be left in place, use steel sheet piling or pressure creosoted timber sheet piling. 2.3 IDENTIFYING AND LOCATING MATERIALS 2.3.1 PLASTIC MARKING TAPE shall be acid - resistant and alkali- resistant polyethylene film, 6 inches wide, 0.004 inch thick; shall have a minimum strength of 1,750 psi lengthwise and 1,500 psi crosswise; and shall have an elongation factor of 350 percent. Tape color shall be as follows, and shall bear a continuous printed description of the specific utility: Color Utility Blue Water System Green Sewer System .1 Tape for is metallic water and gas lines shall have integral wires, foil backing, or other means to enable detection by a metal detector when the tape is buried up to 3 feet. Tape must be provided this way. The Contractor does not encase the metallic core. The metallic core shall be encased in a protective jacket or other means to protect the metal from corrosion. 73 -90- 122 -00 02221 -1 3.0 EXECUTION 3.1 PREPARATION 3.1.1 REMOVE AND REPLACE minor structures including fences, culverts, signs, etc., as required for trenching. Reset structures in their original locations. 3.1.2 REMOVE AND REPLACE pavements and walks where required for trenching. Remove and replace pavements and walks as required by local ordinances or the requirements of the City Engineer. Where no specific requirement exists, replace walks to the same thickness as the portion removed and replace pavements to the original thickness plus 2 inches as the portion of pavement removed. Saw cut asphalt pavements, and saw cut and remove concrete pavements to the nearest joint. Remove pavements back a sufficient distance from the trench to prevent settlement. New paving material shall match existing material removed. 3.1.3 MAINTAIN vehicular and pedestrian traffic circulation in all public rights -of -way as directed by the City Traffic Engineer. Furnish, place, and maintain sufficient flags, flares, barricades, and signage to provide proper safety to the public. 3.1.4 STAKE utility trenches and verify existing utility inverts and locations to assure that utilities can be constructed as engineered. Excavate and expose existing utilities and tunnels along the utility route prior to opening other sections of trench. If conflicts occur between actual conditions and conditions shown on the Drawings, contact the Architect - Engineer. 3.1.5 INSTALL TEMPORARY DIVERSION BERMS OR DITCHES to prevent surface runoff from entering utility trench. Where rain or surface water inadvertently enters the trench, remove water with pumps or other suitable method. Keep utility pipes clean of sediment, debris, and trench water. 3.1.6 INSTALL WELL POINTS as required to lower the ground water to maintain a satisfactory trench. Other methods of trench excavation and utility installation may be.allowed instead of well points if approved by the Architect- Engineer; however, no additional compensation shall be allowed for this work. 3.2 TRENCH AND UTILITY STRUCTURE EXCAVATION 3.2.1 EXCAVATE AND BACKSLOPE trenches as required to prevent slides or cave -ins. Install shoring, where required, to protect pavements or structures or where the depth of the trench makes backsloping of trench sides impractical. Pile mb.L iai a sufficient distance from the banks of the trench to avoid overloading, slides, or cave -ins. 3.2.2 EXCAVATE trench width to a point 1 foot above the pipe no less than 8 inches and no more than 12 inches on each side of the pipe. Excavate for structures to provide no less than 12 inches of clear space. Excavate the width of the trench above 1 foot over the top of pipe as wide as necessary for 73- 90- 122 -00 02221 -2 trench backsloping, shoring, or installation and removal of forms. Excavate . for conduits or direct bury wire wide enough to accommodate installation. 3.2.3 TUNNELING below pavements is allowed only when approved by the Owner's Representative or at locations shown on the Drawings. Install shoring and bracing as required to provide safety to workmen and prevent settlement of pavements. 3.2.4 SHAPE the trench bottom to provide uniform bearing for each section of pipe with the bottom rounded to allow at least one - fourth of the circumference of the pipe to rest firmly on undisturbed earth. Excavate holes for pipe bells only to a sufficient depth necessary to assure accurate jointing of pipes. Where plastic piping is used, place and compact bedding material in the trench bottom and shape as previously described and as required by the pipe manufacturer. Overexcavate trench bottoms to allow for bedding. Use a Class B bedding for gravity sewer lines and Class C bedding for pressure pipe. 3.3 BACKFILLING TRENCHES AND STRUCTURES 3.3.1 TEST piping prior to completing trench backfilling when tests call for inspection of joints. Install thrust blocking and minimal backfilling over pipes to prevent displacement of piping when performing pressurized testing of systems. Repair or replace pipe sections which fail, retest, then complete backfilling operations. 3.3.2 BACKFILL under pipe haunches and around bells. Continue backfilling in layers uniformly on each side of pipe to prevent lateral displacement. Compact backfill using hand, pneumatic, or mechanical compacting equipment as desired and preventing damage to the pipe. Compact to specified densities in Section 02250, Compaction Control and Testing. 3.3.3 INSTALL identifying and locating tape following the recoemendations of the tape manufacturer. 3.3.4 REPAIR settlements and finish top of backfilled trench as specified in Section 02260, Finish Grading. 1.0 GENERAL 1.1 RELATED WORK Testing Laboratory Services Site Grading Compaction Control and Testing Finish Grading 1.2 ALTERNATES 1.2.1 ALTERNATES affecting the work of this Section are specified in Section 01030, Alternates. 2.0 PRODUCTS 2.1 FILL MATERIAL 2.1.1 FILL MATERIAL shall be as specified in Section 02210, Site Grading. 3.0 EXECUTION SECTION 02230 PAVEMENT SUBGRADE EXCAVATING AND BACKFILLING Section 01400 Section 02210 Section 02250 Section 02260 3.1 PREPARATION 3.1.1 STRIP topsoil, notify utility companies, and clear and grub as specified in Section 02210, Site Grading. 3.2 OVEREXCAVATION 3.2.1 OVEREXCAVATE below the subgrade elevation of pavements where softened soil encountered. Extend overexcavation laterally 12 inches beyond edge of pavement. Backfill the overexcavation with structural fill. 3.3 STRUCTURAL FILLING 3.3.1 PLACE structural fill in layers not to exceed 8 inches in loose depth for material compacted by heavy compaction equipment and 4 inches in loose depth for material compacted by hand - operated equipment. 3.3.2 COMPACT structural fill to densities specified in Section 02250, Compaction Control and Testing. 3.3.3 INCREASE thickness of structural fill or limit weight of vehicles and equipment on prepared subgrade as required to eliminate subgrade distortion, rutting, or pumping during construction operations. 3.4 TOLERANCES 3.4.1 CHECK SUBGRADE PROFILE using templates of the correct cross section and depth riding on the top of forms. Remove or add material as required to bring subgrade to the correct cross section. Remove loose material and recompact to specified densities. 73 -90- 122 -00 02230 -1 3.4.2 CHECK SUBGRADE SURFACE TOLERANCE using a 10 -foot straightedge applied parallel and perpendicular to the centerline of paved areas. Surface tolerance shall not vary more than 1/2 inch. 3.4.3 KEEP TRUCKS AND HEAVY EQUIPMENT OFF of the prepared subgrade as much as feasible. Repair and recheck the subgrade profile, tolerances, and density in areas disturbed by construction traffic prior to paving. 1.0 GENERAL 1.3 REFERENCES ASTM D 698 SECTION 02250 COMPACTION CONTROL AND TESTING 1.1 RELATED WORK Testing Laboratory Services Section 01400 Site Grading Section 02210 Structure Excavating and Backfilling Section 02220 Utility Excavating, Trenching and Backfilling Section 02221 Pavement Subgrade Excavating and Backfilling Section 02230 1.2 QUALITY ASSURANCE 1.2.1 QUALIFIED TESTING LABORATORY. See Section 01400, Testing Laboratory Services. ASTM D 1557 Moisture- density relations of soils and soil - aggregate mixtures using 5.5 -pound (2.49 -kg) rammer and 12 -inch , (305-mm) drop Moisture - density relations of soils and soil- aggregate mixtures using 10 -pound (4.54 -kg) rammer and 18 -inch (457 -mm) drop 1.4 SUBMITTALS 1.4.1 DENSITY TESTING RESULTS AND INSPECTION REPORTS shall be submitted by the testing laboratory to the Contractor and duplicate copies to the Architect - Engineer within ten days of testing or inspection. 1.4.2 SUBMIT settlement plate readings in duplicate to the Owner's Representative at 15 day intervals after initial installation. 1.5 SCHEDULING 1.5.1 COMMENCEMENT. Notify the testing laboratory at least seven days in advance of the expected date of commencement of fill replacement. Coordinate times of soil testing and inspection to allow efficient fill placement operations and effective and efficient soil density testing and inspection. 1.5.2 DELAYS. Notify the testing laboratory of any unexpected delays of fill placelarant due to inclement weather or equipment breakdown to minimize unnecessary trips to the site. 1.5.3 PLACEMENT of fill material without proper density testing and inspection may necessitate removal and replacement of untested fill at the Contractor's expense. 1.6 ALTERNATES 1.6.1 ALTERNATES affecting the work of this Section are specified in Section 01030, Alternates 73- 90- 122 -00 02250 - 2.0 PRODUCTS 2.1 MATERIALS 2.1.1 SETTLEMENT PLATES shall be supplied and installed by the Soils Engineer. manufactured and installed as shown on the Drawings. 3.0 EXECUTION 3.1 METHOD OF TESTING AND REQUIRED DENSITIES 3.1.1 COMPACT AND ADJUST moisture contents of cohesive film material to at least the following percentages of maximum density and at moisture contents within the limits specified above or below optimum moisture content as determined by Test Procedure ASTM D 698: Material Nonsupporting Fill Structural Fill and Backfill building area Structural Fill and Backfill pavements and walks Percent of Maximum Density 90 percent within 95 percent under 95 percent 3.1.2 COMPACT granular fill material to at least the following relative density as determined by Test Procedure ASTM D 2049: Percent of Relative Material Density Structural Fill and Backfill within building area 98 percent Structural Fill and Backfill under pavements and walks 98 percent Percent Above or Below Optimum Moisture Content 2 percent 1 -1/2 percent 1 -1/2 percent percentages of 3.1.3 MOISTURE AND DENSITY TESTS for determining compaction shall be taken at locations selected by the testing laboratory. Remove, replace, and retest fills which do not meet testing requirements. Costs of retesting shall be borne by the Contractor. Take the following number of tests: . 1 Backfill Adjacent to Buildings, either Structural or Nonsupporting. One test per 50 linear feet per 8 -inch lift. . 2 Utility Trench Backfill, Nonsupporting. One test per 200 linear feet per alternate 8 -inch lift. . 3 Utility Trench Backfill, Structural. One test per 100 linear feet per 8 -inch lift. .4 The Testing Laboratory shall maintain the right to decrease the number of tests if test results consistently pass required densities. 73- 90- 122 -00 02250 -2 3.2 INSPECTION 3.2.1 THE OWNER'S REPRESENTATIVE shall inspect and test structural fill placement within building and pavement areas on a full time basis. The Owner's Representative shall inspect the bottom of overexcavations prior to structural fill placement, bottom of footing excavations, and subgrades for floor slabs and pavement before installation of footings, floor slabs, and pavements. 1.0 GENERAL SECTION 02430 DRAINAGE STRUCTURES, PIPE AND FITTINGS 1.1 RELATED WORK Structure Excavating and Backfilling Utility Excavating, Trenching and Backfilling Compaction Control and Testing Finish Grade Concrete Formwork Concrete Reinforcement Cast -In -Place Concrete 2.0 PRODUCTS 73 -90- 122 -00 02430 -1 Section 02220 Section 02221 Section 02250 Section 02260 Section 03100 Section 03200 Section 03300 2.1 CONCRETE PIPE 2.1.1 CEMENT used in manufacturing of pipe shall be Type I portland cement meeting requirements of ASTM C 150. 2.1.2 MASTIC JOINT SEALANT shall be plastic bituminous compound meeting requirements of FS SS -C -153 for Bituminous Plastic Cement, Type I, Asphaltic Base, or a preformed plastic gasket meeting requirements of FS SS- S -210A, Type I, rope form. Gasket material shall be equal to RAM -NEK as manufactured by K.T. Snyder Company Inc., 9601 West Tidwell, Houston, TX 77040. 2.1.3 STANDARD NON- REINFORCED CONCRETE ROUND PIPE shall meet requirements of ASTM C 14 with bell and spigot joints with flat gaskets which meet requirements of ASTM C 443. Pipe shall be Class I. Pipe class shall be as shown on the Drawings. 2.2 CORRUGATED POLYETHYLENE PIPE (Contractor Option for Below Grade Drainage) 2.2.1 CONSTR'U'CT corrugated polyethylene pipe from high density polyethylene to meet requirements of AASHTO M294 for 12 -inch through 24 -inch pipe diameters. Supply pipe in 20 -foot minimum lengths for 3 -inch through 15 -inch pipe diameters. Use split couplers with a minimum of four corrugations to join 3 -inch through 15 -inch diameter pipes. Use neoprene sheeting, thickness as recommended by the pipe manufacturer, to seal connections. Fittings, 12 -inch diameter and larger, shall meet requirements of ASTM F 667. Pipe and fittings shall be equal to Culvert and Highway Pipe manufactured by Hancor, P.O. Box 1047, Findley, OH 45839, telephone 1- 800 - 537 -9520. 2.3 POLYVINYL CHLORIDE (PVC) FIFE, (Contractor Option for Below Grade Drain Pipe) 2.3.1 POLYVINYL CHLORIDE (PVC) PIPE shall meet requirements of ASTM D 1784 and ASTM D 3034, SDR 35 for 6 -inch through 12 -inch pipe diameters. 2.3.2 JOINTS shall be bell and spigot rubber gasket meeting requirements of ASTM F 477 and ASTM D 3212. 2.3.3 LUBRICANT for pipes with rubber ring joints shall be water soluble, nontoxic, and nondestructive to pipe or gasket. Lubricant shall have an easily spreadable consistency at all operating temperatures, and shall provide adequate lubrication for assembly and re- assembly, if required, after 20 minutes. Lubricant shall adhere satisfactorily to wet pipe. 2.4 CORRUGATED METAL PIPE (Contractor Option for Below Grade Drain Pipe) 2.4.1 CORRUGATED METAL PIPE (CMP) shall be zinc - coated steel, and shall meet requirements of ASTM A 444 and /or AASHO M -218. Fabricate pipe with annular corrugations in riveted, bolted, or spot welded lap construction, or with helical corrugations with continuous lock or welded seam. Pipe shall be equal to Armco riveted or Armco Hel -Cor pipe manufactured by Armco Steel Corp. 2.4.2 APPLY bituminous coating uniformly, both inside and out, to a minimum thickness of 0.05 inch, measured on the crest of corrugations. 2.4.3 PAVE INVERT OF PIPE, on the bottom quarter of circumference, with bituminous material with a minimum thickness of 1/8 inch over crests of corrugations. 2.4.4 PAVE ENTIRE INTERIOR CIRCUMFERENCE OF PIPE with bituminous material with a minimum thickness of 1/8 inch over crests of corrugations. 2.4.5 BITUMINOUS COATING MATERIAL shall be 99.5 percent soluble in carbon disulfide. Test material for flow and shock according to the test specified by National Corrugated Steel Pipe Association (NCSPA). 2.4.6 FABRICATE connecting bands from corrugated steel to match pipe material being used. Tighten bands by use of bolts through angle irons attached to corrugated band. 2.4.7 STANDARD FLARED END SECTIONS shall be one - piece, two - piece, or . three -piece bodies with bolted or riveted lap seams. Connector bends shall be . as specified above or a thread rod and connector lug connection. Flared ends shall be equal to Armco Standard end section manufactured by Armco Steel Corp. 2.5 SEALANT for jointing precast sections shall be cold - applied plastic bituminous compound meeting requirements of FS SS -C -153 for Bituminous Plastic Cement, Type I, Asphaltic Base, or preformed flexible plastic gasket meeting requirements of FS SS- S -210A, Type I, rope form equal to Rub'r -nek as manufactured by K.T. Snyder Company, Inc., 9601 West Tidwell, Houston, TX 77040, telephone 1- 800 - 231 -4549. 3.0 EXECUTION 3.1 PREPARATION 3.1.1 EXCAVATE BED FOR PIPE AND BACKFILL THE TRENCH as specified in Section 02221, Utility Excavating, Trenching and Backfilling. 3.2 GENERAL PIPE INSTALLATION 3.2.1 LOWER PIPE into trench by use of pipe slings or lifting hairpins to avoid injury of pipe and disturbance of trench bottom. Check line and grade 73 -90- 122 -00 02430 -2 for each section of pipe. Keep surfaces of pipe to be joined and interior of pipe dry and clean. 3.2.2 LAY PIPE with belled or grooved -end upgrade. Commence sewer pipe laying at lowest point in system. 3.3 INSTALLATION OF CONCRE'T'E PIPE WITH MASTIC JOINTS 3.3.1 CLEAN tongue and grooved surfaces of dirt, mud, and other foreign material. Wipe moisture from surfaces to be joined and allow to dry thoroughly. 3.3.2 APPLY mastic joint sealant to tongue or groove according to the _ manufacturer's recommendations. Apply a sufficient quantity of mastic to assure that annular space between pipes is filled and a slight squeeze out of mastic occurs when pipe joint is drawn into place. 3.3.3 POINT AND SMOOTH interior of pipe joint. 3.3.4 PLACE a sufficient amount of backfill at each side of pipe to insure its alignment before installing next section of pipe. 3.4 INSTALLATION OF CONCRETE PIPE WITH RUBBER GASKET'S 3.4.1 APPLY a rubber adhesive to the tongue if no recess is provided for gasket. (If a gasket recess is provided, it is not necessary to cement gasket in place.) After adhesive becomes tacky, apply gasket. This operation may be done out of the trench. 3.4.2 LUBRICATE bell or groove end with a vegetable oil lubricant or approved equal. 3.4.3 ALIGN AND ASSEMBLE pipe by means of a pry bar or rachet lever hoist pulling gasketed pipe home to seal joint. Place sufficient backfill on each side of pipe to insure its alignment before installing the next section of pipe. 3.5 INSTALLATION OF CORRUGATED POLYETHYLENE PIPE 3.5.1 CONNECT SECTIONS OF 3 -INCH THROUGH 15 -INCH DIAMETER PIPE using split couplers. Install neoprene sheeting around joint at least as wide as the coupler and 3 inches longer than circumference. Lap sheeting at top of pipe. Install split coupler centered over joint and draw coupler tight around pipe. Install wire ties through coupler ends. 3.5.2 INSTALL fittings using snap couplers following the manufacturer's installation instructions. 3.5.3 PLACE AND COMPACT bedding and backfill under and around pipe according to the manufacturer's recommendations. 3.6 INSTALLATION OF POLYVINYL CHLORIDE (PVC) PIPE 3.6.1 INSTALL polyvinyl chloride (PVC) pipe according to ASTM D 2321. 73 -90- 122 -00 02430 - 3.6.2 CLEAN the inside of bell and outside of spigot. Install gasket in bell groove. Lubricate exposed portion of gasket and beveled surface of spigot with lubricant. 3.6.3 INSERT spigot into bell, align pipe, and push pipe home to seal joint to the depth specified by the pipe manufacturer. 3.7 INSTALLATION OF CORRUGATED METAL PIPE 3.7.1 CONNECT sections of pipe with compatible connecting bands. Center bands over the two sections to be joined. Tighten bands as required to prevent pipes from separating and to minimize infiltration. 3.8 CONNECTION TO CATCH BASIN 3.8.1 CUT AND GRIND pipe smooth and flush with the inside of wall of structure. Grout opening solid around pipe as it enters the structure. END OF SECTION SECTION 02713 II WATER DISTRIBUTION II 1.0 GENERAL 1.1 RELATED WORK SPECIFIED ELSEWHERE case, where water main crosses under sewer, provide an 18 -inch minimum vertical clearance between the exterior face of pipes. 1.4 SCHEDULING 1.4.1 MAXIMUM DOWNTIME on any portion of existing water system in service providing either water service and /or fire protection shall be four (4) hours. Prior to shutdown, give an advance notice of 24 hours to those affected. 2.0 PRODUCTS 2.1 PIPE - MAINS 2.1.1 POLYVINYL CHLORIDE (PVC) PIPE shall be Class 200 in accord with AWWA C -900. Joints shall be rubber rings meeting ASTM D 1869. Fittings shall be cast or ductile iron, same class as pipe, and shall be in accord with AWWA C -900. 2.1.2 DUCTILE CAST IRON (DI) PIPE shall be Class 50, with a working pressure of not less than 150 psi, and shall meet the requirements of AWWA C151 and ANSI A21.51. Joints shall be the rubber- gasket type conforming to AWWA C111 and ANSI A21.11. Pipe shall be cement - mortar lined to meet the requirements of AWWA C104 and ANSI A21.4, with a minimum thickness of 1/16 inch. Fittings shall be ductile cast iron, and shall meet the requirements of AWWA C110. The class of all fittings shall be compatible with working pressure and class of pipe specified. 2.1.3 LUBRICANT for pipes with rubber ring joints shall be water soluble, non - toxic, unable to support bacteria growth, impart no objectionable taste when dissolved in the water, and nondestructive to pipe or gasket. Lubricant shall have an easily spreadable consistency at all operating temperatures, and shall provide adequate lubrication for assembly and re- assembly, if required, after 20 minutes. Lubricant shall adhere satisfactorily to wet pipe. 2.2 VALVES AND BOXES 2.2.1 GATE VALVE shall meet the requirements of AWWA C-500, and shall be iron body, bronze mounted, double disc with non - rising stem, with type of ends to fit pipe to which they are to be connected. Valve shall have a clear waterway equal to the full nominal diameter of valve, and shall be opened by turning in a counterclockwise direction. Operating nut shall have an arrow cast thereon indicating direction of opening. Valve shall have the manufacturer's name or trademark, pressure rating, and year in which made cast on the body. Design valve for a working pressure equal to, or greater than, that of pipe to which it is connected. 2.2.2 GATE VALVE BOX shall be Buffalo type, two -piece cast iron with slip -style adjustmc.,L urd flared base. Stamp lid with the word "Water." Furnish a gate valve wrench 2 feet longer than depth of burial. Box shall be equal to Mueller H 10346. 2.2.3 GATE VALVE AND WATER LINE MARKERS shall be 42 -inch high x 4 -inch square reinforced concrete. Markers for use in paved areas shall be 12 -inch square x 8 -inch thick concrete. Cast appropriate identification of water main size, fitting, and direction into markers. 73 -90- 122 -00 02713 -2 2.2.4 CHECK VALVE shall be designed for a minimum working pressure of 150 psi or as indicated. Valves shall have a clear waterway equal to the full nominal diameter of the valve. Valves shall open to permit flow when inlet pressure is greater than the the discharge pressure, and shall close tightly to prevent return flow when discharge pressure exceeds inlet pressure. The size of the valve, working pressure, manufacturer's name, initials or trademark shall be cast on the body at each valve. .1 Provide concrete vault with galvanized raised - pattern steel lid, sized to allow acces to complete check valve assembly. Provide per WS DOT H2O loading. .2 Entire check valve assemble and vault shall conform with City of Tukwila Standard Drawing W -9. 2.3 CONCRETE 2.3.1 CONCRETE for thrust blocks shall be 3,000 psi at 28 days. 2.4 CHLORINE 2.4.1 CHLORINE for disinfection shall meet the requirements of FS BBC -120. Hypochlorite shall meet the requirements of FS OC -114, Type II, Grade B, or FS 0 -S -602. 3.0 EXECUTION 3.1 PREPARATION 3.1.1 EXCAVATE trench in accord with Section 02221, Utility Excavating and Backfilling. Minimum cover over top of pipe shall be 3 feet 0 inches measured from existing or finish grade, whichever is deeper, and shall avoid interference with other utilities. 3.1.2 THOROUGHLY CLEAN interior of pipes and valves of foreign objects prior to lowering in trench. Keep interior clean during construction operations by the use of plugs or other suitable means. 3.1.3 KEEP TRENCH free of water. Do not lay pipe in water, under water, or when unfavorable weather conditions exist. 3.2 BEDDING AND ALIGNMENT OF PIPE 3.2.1 LAY pipe on an even grade free of humps which pocket air. Install mains at grades which permit air to be released at fire hydrants. 3.2.2 BED pipe as specified in S:x:tion 02221, Utility Excavating and Backfilling. 3.2.3 ALIGN water main in a z:.i:sight line or smooth radius curves by deflecting pipe at joints. Make deflections at joints according to pipe manufacturer's engineering data for maximum pipe deflections. Install special bends or a sufficient number of short pipe lengths, at no extra expense to the Owner, where pipe deflections exceed manufacturer's maximum pipe deflections to meet radii shown on the Drawings. 73 -90- 122 -00 02713 -3 3.3 PIPE INSTALLATION AND JOINTING 3.3.1 CLEAN surfaces of pipes at points where pipes are joined. 3.3.2 LUBRICATE SPIGOT END of PVC ring jointed pipe. Do not lubricate rubber ring or groove. Insert spigot end into bell and push pipe to depth specified by pipe manufacturer. 3.3.3 LUBRICATE GASKET RETAINING GROOVE of ductile iron pipe bell, insert gasket, and press firmly to seat. Apply lubricant to gasket and beveled nose at end of pipe. Insert pipe into bell and push pipe to depth specified by pipe manufacturer. 3.3.4 APPLY solvent to PVC pipe surfaces to be solvent welded using a natural bristle brush with a width equal to two - thirds of pipe diameter. Apply a coating of solvent recommended by the manufacturer and assemble pipe without delay while surfaces are still wet. Make solvent welds for pipe 1 -1/2 -inch diameter or larger in the shop or out of the trench. 3.3.5 CONNECT SPECIALTIES AND PIPES of different materials and sizes according to manufacturer's recommendations and the approval of the Owner's Representative. 3.4 TRENCH WIRE 3.4.1 LAY trench wire directly above the top of PVC water main. Bring wire to ground surface at hydrants, valve boxes, and end of mains. Test wire for electrical conductivity continuity and correct discontinuities. 3.4.2 WATER MAIN AND GATE VALVE MARKERS 3.4.3 LOCATE upright markers at tees, elbows, gate valves, and 300 -foot intervals along water main. When elbows, tees, or valves are found in pavements, place a flat marker above these points. Set marker flush with the surrounding paved surface. 3.5 VALVE AND BOX INSTALLATION 3.5.1 INSTALL valves, meters, and boxes as recommended by the manufacturer and as shown on the Drawings. 3.6 THRUST BLOCKS 3.6.1 INSTALS, thrust blocks at bends, tees, valves, hydrants, and ends of mains. Pour thrust blocks against undisturbed earth and in a manner to keep joints and pipe accessible for repair. 3.7 BACKFILLING 3.7.1 BACKFILL trenches as specified in Section 02221, Utility Excavating and Backfilling. 3.8 TESTS 3.8.1 PREPARE water system for testing. Install thrust blocking and allow time for concrete to properly set up. Backfill over top of pipe as required to prevent movement under pressure. If practical, leave joints exposed to allow visual inspection during testing. Install additional temporary bracing 73 -90- 122 -00 02713 -4 as required to withstand appreciable thrust developed while testing. Cap or . valve open ends of system. 3.8.2 TEST PIPE in accord with AWWA C600 -77, Section 4. 3.8.3 TEST FOR PRESSURE by subjecting pipe to 150 percent of working pressure at point of testing for a period of not less than two hours and as required to permit inspection of line and marking of defective joints. Supply specified test pressure by means of a hand - operated force pump or other suitable means. Do not allow pressure to change five percent above or below specified test pressure. 3.8.4 TEST FOR LEAKAGE after pressure tests are completed and accepted. Test for leakage at 100 psi maintained pressure for two hours. Maximum allowable leakage in gallons per hour shall be determined using the following formula: L = ND x P1 /2 where: 7400 L = leakage in gallons per hour N = number of joints in pipe section under test D = pipe diameter in inches P = average test pressure, psig 3.8.5.: REPAIR defective joints or pipe sections which fail and retest until pipe passes tests. Complete backfilling after approval of .tests. 1.0 GENERAL SECTION 02722 SANITARY SEWER SYSTEM 1.1 RELATED WORK SPECIFIED ELSEWHERE Structure Excavating and Backfilling Utility Excavating, Trenching and Backfilling Compaction Control and Testing Concrete Formwork Concrete Reinforcement Cast -In -Place Concrete Section 02220 Section 02221 Section 02250 Section 03100 Section 03200 Section 03300 1.2 SUBMITTALS 1.2.1 SUBMIT SHOP DRAWINGS AND PRODUCT DATA in accord with Section 01300 SUBMITTALS. Submittals shall include, but are not limited to, the following: Cleanout Covers and Frames Pipe and Fittings Record Drawings 1.2.2 SUBMIT EVIDENCE THAT RECORD DRAWINGS for this portion of the Work have been fully noted in accord with Section 01700 PROJECT CLOSEOUT. Submit to the Owner's Representative within ten days after completion of installation. Record Drawings shall show the location of service line wye at main and cleanouts. Measure wyes from downstream manhole. Measure cleanouts from two corners of the unit or other permanent object. 1.3 PROTECPION OF WATER SUPPLIES 1.3.1 LAY water mains paralleling sanitary sewers at least 10 feet horizontally from any existing or proposed sewer. Measure the distance. from face to face of pipes. If approved by the Owner's Representative or shown on the Drawings, water main may be laid closer to sewer, provided that water main is laid in a separate trench or on an undisturbed shelf located on one side of sewer at such an elevation that the bottom of water main is at least 18 inches 0 above the top of sewer. 2.0 PRODUCTS 2.1 PIPE AND FITTINGS 2.1.1 NONPRESSURE PIPE AND FITTINGS shall meet the following requirements: .1 Polyvinyl Chloride (PVC) Pipe. ASTM D 3034, Type PSM, with SDR of 35 Rubberized ring joints: ASTM D 3212 2.1.2 LUBRICANT for pipes with rubber ring joints shall be water soluble, nontoxic, and nondestructive to pipe or gasket. Lubricant shall have an easily spreadable consistency at all operating temperatures, and shall provide adequate lubrication for assembly and re- assembly, if required, after 20 minutes. Lubricant shall adhere satisfactorily to wet pipe. 73- 90- 122 -00 02722 -1 2.2 CONCRETE MATERIALS AND MIXES 2.2.1 CONCRETE MATERIAL AND MIXES shall be as specified in Section 03300, Cast -In -Place Concrete, for air - entrained concrete, and shall have a minimum compressive strength of 3,500 psi at 28 days. 2.2.2 MORTAR for jointing and plastering of manholes shall consist of one part portland cement and two parts fine sand. 3.0 EXECUTION 3.1 PREPARATION 3.1.1 EXCAVATE the trench as specified in Section 02221, Utility Excavating, Trenching and Backfilling. 3.2 BEDDING OF PIPE 3.2.1 BED pipe as specified in Section 02221, Utility Excavating, Trenching and Backfilling. 3.3 PIPE INSTALLATION AND JOINTING 3.3.1 CLEAN surfaces of pipes at points where pipes are joined. 3.3.2 LUBRICATE THE SPIGOT END of PVC. ring jointed pipe. Do not lubricate rubber ring or groove. Insert spigot end into bell and push pipe to the depth specified by the pipe manufacturer. 3.3.3 APPLY SOLVENT to PVC pipe surface to be solvent welded using a natural bristle brush with a width equal to two - thirds of pipe diameter. Apply a coating of solvent and assemble pipe without delay while surfaces are still wet. Secure factory -made sewer service wyes after solvent welding with stainless steel clamps. Make solvent welds in the shop or out of the trench. 3.3.4 CONNECT specialties and pipes of different materials and sizes to meet the manufacturer's recommendations and as approved by the Architect- Engineer. 3.4 CLEANOUTS 3.4.1 CONSTRUCT cleanouts on service lines of 6 -inch diameter or less at maximum intervals of 100 feet and at changes in direction of 45 degrees or more. Construct cleanouts of the same material as service line. Provide and install a threaded cast iron plug flush with finish grade. Set cleanout in a 16 x 16 x 6 -inch thick concrete collar when located in nonpaved areas. 3.5 BACKFILLING 3.5.1 BACKFILL trenches as specified in Section 02221, Utility Excavating, Trenching and Backfilling. 3.6 TESTS - GRAVITY SEWER " 3.6.1 PREPARE sewer system for testing. Backfill over top of pipe as required to prevent movement under pressure. If practical, leave joints exposed to allow visible inspection during testing. Cap or plug open ends of system. 73- 90- 122 -00 • 02722 -2 3.6.2 TEST. FOR INFILTRATION by plugging upper end of line under test. Install a suitable flow measuring device at lower end. Measure amount of water flowing through lower end for a specific period of time. 3.6.3 TEST FOR ExFILTRATION by plugging lower end of line under test. Fill upper end of portion of line to be tested with water to provide a minimum of 5 psi (11.6 feet of head). Do not subject any part of system to a pressure . greater than 10.8 psi (25 feet of head). Let water stand for four hours" and refill to specified level. After one hour, record new level and convert to gallons. Obtain depth measurement in manholes or other suitable location . which allows for accurate measurements. 3.6.4 ALLOWABLE infiltration and exfiltration quantities are as follows: Polyvinyl Chloride 50 gallons per inch diameter per mile per day 3.6.5 REPAIR defective joints or pipe sections which fail and retest until pipe passes tests. Complete backfilling after approval of tests. Division 3 - Concrete Section 03100 Section 03200 Section 03251 Section 03252 Section 03300 Section 03470 DIVISION 3 CONCRETE Concrete Formwork 03100 - 1;1 Concrete Reinforcement . 03200 - 1;2 Expansion and Contraction Joints . .• . . . . 03251 - 1;1 Anchors and Inserts . . 03252 - 1;2 Cast- In -P1ace Concrete 03300 - 1;5 Tilt -Up Precast Concrete.. 03470 - 1;4 1.0 GENERAL 1.1 RELATED WORK Cast -In -Place Concrete Section 03300 1.2 QUALITY ASSURANCE 1.2.1 DESIGN OF FORMWORK shall be the responsibility of the Contractor 1.2.2 MINIMUM STANDARDS. American Concrete Institute Building Code Requirements for Reinforced Concrete, ACI 318, and Specifications for Structural Concrete for Buildings, ACI 301, shall be the minimum design and construction standards. 1.3 ALTERNATES 1.3.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS 2.1 MATERIALS 2.1.1 FORMS AND SHORING MATERIALS to be used are to be determined by the Contractor. 3.0 EXECUTION SECTION 03100 CONCRETE FORMWORK 3.1 FORM ERECTION 3.1.1 ERECT FORMS to conform to shapes, lines, and dimensions of the members as shown on the Drawings. Forms shall be sufficiently tight to prevent . leakage of mortar, and shall be properly braced or tied together to maintain position and shapes. 3.1.2 EARTH CUTS may be used as a form for footings and grade beams below grade. 3.1.3 POSITION SHORING as required to safely support forms and to prevent an overload of existing construction. 3.2 FORM REMOVAL 3.2.1 REMOVE FORMS to ensure the complete safety of the structure. Supporting forms or shoring shall not be removed until members have acquired sufficient strength to safely support Were weight and imposed loads. END OF SECTION 73 -90- 122 -00 03100 -1 1.0 GENERAL 1.1 SECTION 03200 CONCRETE REINFORCEMENT RELATED WORK Reinforcement for Storm Sewer Appurtenances Section 02500 Reinforcement for Site Improvements Section 02700 1.2 QUALITY ASSURANCE 1.2.1 BUILDING CODE REQUIREMENTS. Fabrication and installation shall meet the requirements of Building Code Requirements for Reinforced Concrete, ACI 318. 1.2.2 MILL TESTS. Upon request, furnish certified copies of mill test reports covering chemical and physical properties of reinforcing steel. 1.3 SUBMITTALS 1.3.1 SUBMIT SHOP DRAWINGS in accord with ACI 315, Manual of Standard Practice for Detailing Reinforced Concrete Structures, Section 01300 SUBMITTALS and requirements stated herein. Splice lengths shall be shown on the shop drawings. 1.3.2 SHOP DRAWINGS shall be complete enough to permit reinforcement placement without reference to the Drawings. 1.4 STORAGE AND HANDLING 1.4.1 STORE, HANDLE, AND CLEAN REINFORCING as necessary to keep it free of dirt, loose mill scale and rust, paint, oil, or other foreign material that will destroy or reduce bond. 1.5 ALTERNATES 1.5.1 ALTERNATES affecting the Work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS 2.1 MATERIALS 2.1.1 REINFORCING BARS shall meet the requirements of Standard Specification for Deformed Billet -Steel Bars for Concrete Reinforcement, ASTM A 615, Grade 60, and the exceptions to ASTM A 615, listed in ACI 318. 2.1.2 WELDED WIRE FABRIC shall meet the requirements of the Standard Specifications for Welded Wire Fabric for Concrete Reinforcement, ASTM A 185, or Standard Specifications for Welded Deformed Steel Wire Fabric for Concrete Reinforced Construction, ASTM A 497. 2.1.3 BAR SUPPORTS shall meet the requirements of ACI 315. Use noncorrosive supports to prevent surface staining where supports are in contact with an exposed concrete surface. 73- 90- 122 -00 03200 -1 2.1.4 SUPPORTS FOR WELDED WIRE FABRIC IN SLABS - ON -GRADE shall meet the requirements of ACI 315, and shall have a base which will not sink into the subgrade. 3.0 EXECUTION 3.1 PLACING REINFORCEMENT 3.1.1 PLACE REINFORCEMENT BARS displacement. accurately and secure adequately . to resist END OF SECTION 3.1.2 PLACE FABRIC REINFORCING and lap fabric at least 1 -1/2 meshes plus end extension of wires but not less than 12 inches in structural slabs. Lap at least 1/2 mesh plus end extension of wires but not less than 6 inches, unless shown otherwise, in slabs -on- grade. 3.1.3 SUPPORT WELDED WIRE FABRIC IN SLABS -ON -GRADE 2 inches from the upper surface. Hooking and pulling up the fabric as concrete is poured is not acceptable. 03200 -2 1.0 GENERAL 1.1 RELATED WORK Joint Sealer 2.0 PRODUCTS 3.0 EXECUTION O SECTION 03251 EXPANSION AND CONTRACTION JOINTS 1.2 ALTERNATES 1.2.1 ALTERNATES affecting the work of this Section are specified in Section 01030, Alternates. 2.1 MATERIALS 2.1.1 EXPANSION JOINT FILLER FOR INTERIOR SLABS which do not receive joint sealant shall be an asphalt type,•composed of asphalt, vegetable fiber, and mineral filler, which meets the requirements of ASTM D 994. END OF SECTION 73 -90- 122 -00 03251 -1 Section 07900 • 3.1 JOINTS IN SLAB -ON -GRADE 3.1.1 INSTALL ISOLATION JOINTS at joints in contact with vertical surfaces such as walls. Provide joint filler at isolation joints and joint filler and sealer at joints in exposed concrete slabs. Install joint filler and sealer in accord with the manufacturer's recommendations. 3.1.2 CUT SAWED CONTROL JOINTS 1/8 inch wide x 1/4 slab depth. If not shown, locate joints at a maximum of 24 -foot centers each way. Verify the exact location with the Owner's Representative. Saw control joints after concrete has cured enough to prevent aggregates from being dislodged by the saw but before shrinkage stresses become sufficient to produce cracking. Install joint sealant in joints in exposed slabs. 3.1.3 PROVIDE FORMED KEYWAYS AT CONSTRUCTION JOINTS to prevent differential vertical movement of adjoining slabs. 3.2 JOINTS IN STRUCTURAL CONCRETE 3.2.1 LOCATE CONSTRUCTION JOINTS to least impair the strength of the structure. Verify the exact location with the Owner's Representative. 3.2.2 CLEAN.AND TREAT JOINTS, before placing new concrete, to provide maximum bond. 1.0 GENERAL 2.0 PRODUCTS 3.0 EXECUTION SECTION 03252 ANCHORS AND INSERTS 1.1 RELATED WORK Headed Studs and. Deformed Anchors Section 05061 1.2 DESIGN CAPACITIES 1.2.1 DESIGN CAPACITY OF ANCHORS AND INSERTS shall have been determined by tests performed or witnessed by an independent testing laboratory. Upon request, furnish certified copies of these test results. 1.3 SUBMITTALS 1.3.1 SUBMIT manufacturer's product data indicating the anchors and inserts to be used. Data should state the use for which the item is intended and the manufacturer's strutural data for each item, preferably in tabular form. 1.4 ALTERNATES 1.4.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.1 MATERIALS 2.1.1 EXPANSION BOLTS shall be one of the following types and manufacture: Kwik -Bolt Hilti Fastening Systems Molly Parabolt The Molly Company Wedge Anchor. Phillips Drill Company, Inc. Standard Wej -It Wej -It Corporation 2.1.2 EXPANSION FLUSH ANCHORS shall be Phillips red head self - drilling' anchors manufactured by Phillips Drill Company, Inc. 2.1.3 STRUCTURAL CONCRETE INSERTS shall be manufactured by Richmond Screw Anchor Company. Size and type of inserts shall be as indicated on the Drawings. .1 Substitutions in accordance with 01600 MATERIAL AND EQUIPMENT. 2.1.4 LAGSTUD shall be high tensile continuous threaded lagstud with a minimum yield strength of 65,000 psi as manufactured by Richmond Screw Anchor Company. .1 Substitutions in accordance with 01600 MATERIAL AND EQUIPMENT. 72 -90- 122 -00 03252 -1 03252 -2. 3.1 INSTALLATION 3.1.1 INSTALL ANCHORS AND INSERTS in accord with the manufacturer's recommendations. 1.0 GENERAL SECTION 03300 CAST -IN -PLACE CONCRETE 1.1 RELATED WORK Site Grading Section 02210 Structural Excavation and Backfilling Section 02220 Compaction Control and Testing Section 02250 Concrete Formwork Section 03100 Concrete Reinforcement Section 03200 Expansion and Contraction Joints Section 03251 Anchors and Inserts Section 03252 Tilt -Up Precast Concrete Section 03470 Joint Filler and Sealer Section 07900 Painting Section 09900 1.2 CONCRETE QUALITY AND WORKMANSHIP 1.2.1 MINIMUM STANDARDS. American Concrete Institute Building Code Requirements for Reinforced Concrete,, ACI 318, and Specifications for Structural Concrete for Buildings, ACI 301, shall be the minimum design and construction standArds. Keep at least one copy of ACI 301 in the field office at all times. 1.2.2 INSTALLER QUALIFICATIONS FOR SLAB FINISH: Application of urethane floor finish shall have a minimum of 5 years experience installing specialty concrete finishes and be approved in writing by the finish manufacturer as capable of installing its products. 1.3 SUBMITTALS 1.3.1 CONCRETE MIX. Submit the following as shop drawings, in accord with Section 01300 SUBMITTALS, for each mix to be provided. Make no alterations in materials without approval. Aggregate gradation Compressive strength Percent air content Pounds of aggregate per cubic yard Pounds of cement per cubic yard Pounds of water per pound of cement Slump in inches Source of each aggregate Type and quantity of admixtures used 1.4 ENVIRONMENTAL REQUIREMENTS 1.4.1 COLD WEATHER REQUIREMENTS. Conform to ACI 306, Recommended Practice for Cold Weather Concreting. 1.4.2 HOT WEATHER REQUIREMENTS. Conform to ACI 305, Recommended Practice for Hot Weather Concreting. 73 -90- 122 -00 03300 -1 1.5 ALTERNATES 1.5.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS 2.1 MATERIALS 2.1.1 PORTLAND CEMENT shall meet the requirements of ASTM C 150, Type I or Type II. 2.1.2 NORMAL WEIGHT AGGREGATES shall meet the requirements of ASTM C 33. 2.1.3 ADMIXTURES .1 Air - Entraining Admixtures shall conform to ASTM C 260. .2 Water - Reducing or Retarding Admixtures, if used, shall conform to ASTM C 494, Type A, Type B, or Type D. .3 Accelerating Admixtures, if used, shall be nonchloride and conform to ASTM C 494, Type C or Type E. .4 Calcium Chloride shall not be used. 2.1.4 CURING COMPOUNDS shall be nonresidual compounds meeting the requirements of ASTM C 309, and shall be one of the following types and manufacture: L & M Cure L & M Construction Chemicals, Inc. Cur to Spec MS ProSoCo, Inc. 2.1.5 URETHANE FLOOR FINISH: Single component, fluid applied finish as manufactured by Tennant, including sealers and primers as follows: .1 #528 cleaner and remover .2 #600 or 853 detergent .3 #409 Pre -Kote cleaner ° .4 #420 urethane floor finish .5 Solvents, thinners and additives as required and recommended by the manufacture for use with its producfn. 2.2 CONCRETE MIXES 2.2.1 MIX CONCRETE to provide a compressive strength of 4,000 psi, as shown on the Drawings and maximum slump of 3 inches. Use minimum cement content of 5 -1/2 sacks per cubic yard. .1 Reference Section 03470 TILT -UP PRECAST CONCRETE for tilt -up panels. 2.2.2 CONCRETE FOR EXTERIOR STAIRS and the like shall have a minimum 28-day compressive strength of 3,500 psi, air content of five percent to seven percent, and a maximum slump of 3 inches. 73 -90- 122 -00 03300 -2 2.3 CONCRETE PRODUCTION 2.3.1 PRODUCE AND DELIVER READY -MIXED CONCRETE in accord with ASTM C 94. Excessive slump or more than one hour between mixing and placing will be considered as a basis for rejection of the load. 3.0 EXECUTION 3.1 PREPARATION 3.1.1 CLEAN EQUIPMENT for mixing and transporting concrete. Forms shall be thoroughly wetted (except in freezing weather) or oiled. Clean reinforcement of ice, dirt, rust, scale, or other coatings. Remove debris, water, and ice from the place of deposit of concrete. Remove laitance and other unsound material from hardened concrete before additional concrete is added. 3.2 CONVEYING AND PLACING 3.2.1 CONVEY CONCRETE FROM TRUCKS to the place of final deposit by methods that will prevent separation or loss of materials. 3.2.2 CHUTING, PUMPING, AND PNEUMATIC CONVEYING EQUIPMENT shall be of a size and design that ensures a practically continuous flow of concrete at the delivery end without separation of materials. 3.2.3 PUMP CONCRETE to conform with the report recommendations of ACI Committee 304, Placing Concrete by Pumping Methods. 3.2.4 DEPOSIT CONCRETE as nearly as practical in its final position to avoid segregation due to rehandling or flowing. Place concrete at a rate so that concrete is plastic and flows readily into the spaces between the bars. Concrete contaminated by foreign material shall not be used unless approved by the Owner's Representative. When placing is once started, it shall be carried on as a continuous operation until placement of the panel or section is completed. 3.3 CONSOLIDATION 3.3.1 CONSOLIDATE CONCRETE in accord with ACI 309. 3.4 FINISHING 3.4.1 TROWELED FINISH AT SLABS. Finish shall be true planed within 1/4 inch in 10 feet as determined by a 10 -foot straightedge placed anywhere on the slab in any direction. 3.4.2 BROOM OR BELT FINISH AT EXTERIOR STAIRS AND LANDINGS: Finish shall be true planed within 1/4 inch in 10 feet as determined by a 10 -foot straightedge placed anywhere on the slat) L. .illy direction. 3.4.3 FORMED SURFACES. The following finishes shall be used, unless noted otherwise: .1 Rough Form Finish. For concrete surfaces not exposed to view. Patch tie holes and defects. Chip off fins exceeding 1/4 inch in height. 73 -90- 122 -00 03300 -3 .2 Smooth Form Finish. For concrete exposed to view. Form facing material shall produce a smooth, hard, uniform texture on the concrete. Patch tie holes and defects. Completely remove fins. .3 Grout Cleaned Finish. For locations indicated in the Bidding Documents. Mix 1 part portland cement and 1 -1/2 parts fine sand with sufficient water to produce a grout having the consistency of thick paint. Apply the mixture to surfaces which have been wetted sufficiently to prevent absorption of water from the grout. After applying the grout, scrub the surface with a cork float to fill air bubbles and holes. While the grout is still plastic, remove excess grout by working the surface with a rubber float or sack. After the surface whitens from drying, rub with clean burlap. Keep finish damp for 36 hours after final rubbing. 3.5 CURING AND PRCYTECTION 3.5.1 CURE FORMED SURFACES by moist curing while forms are in place. 3.5.2 APPLY CURING COMPOUND immediately after the finishing of flatwork is completed, in accord with the manufacturer's recommendations, to meet or exceed ASTM C 309. Coverage shall not exceed 300 square feet per gallon. Use a compound which will not interfere with the bond of subsequent coatings. 3.5.3 URETHANE FLOOR SLAB TREATMENT: .1 Follow the manufacturer's instructions for mixing and storing of products and those of Section 09900 PAINTING. .2 Install in well ventilated area. Avoid breathing vapors, workmen shall wear respirators, follow the manufacturer's instructions for all workmen and property protection. .3 Seal existing warehouse against fume penetration. .4 Apply only to completely cured concrete slab surface. . 5 Clean slab with properly mixed cleaner and remover per manufacturer's instructions. Apply, soak and agitate as required to remove bond breakers and other stains. .6 Apply detergent and agetate (sand) and remove. .7 Treat floor with 409 Pre -Kote Cleaner as required and le :amended by the finish manufacturer. . n Apply two coats of urethane finish at the following rates: 1st coat: 300 to 350 sq. ft. per gallon 2nd coat: 400 to 450 sq. ft. per gallon .9 Dry -buff with No. 1 steel wool between coats in accordance with the manufacturer's recommendations. 73 -90- 122 -00 03300 -4 .10 Allow coats to dry per manufacturer's instructions for time, temperature and humidity before walking on. .11 Clean up all spills immediately especially on metal surfaces. 3.6 FIELD QUALITY CONTROL 3.6.1 TESTS. Unless otherwise noted on the Drawings or directed by the Architect- Engineer, a test set is required to be made for each 150 cubic yards of structural concrete or 5,000 square feet of surface area, but at least one test set per class of concrete for each day's concreting. Each test set shall include the following: .1 Three Compression Test Specimens made, tested, and evaluated in accord with ACI 301 .2 Slump Test made in accord with ASTM C 143 .3 Test for Entrained Air Content in accord with ASTM C 231 or ASTM C 173 3.7 SPECIAL CONSIDERATIONS 3.7.1 PROVIDE SLOPES TO DRAIN on exterior concrete stairs and landings as shown or as appropriate to the location. Slope at 1/8" per foot. END OF SECTION 1.0 GENERAL 1.1 RELATED WORK Concrete Formwork Concrete Reinforcement Cast -In -Place Concrete Expansion and Contraction Joints Anchors and Inserts Flashing and Sheet Metal Joint Filler and Sealer SECTION 03470 TILT -UP PRECAST CONCRETE 1.2 SUMMARY OF WORK 1.2.1 ALL WORK relating to the site casting of tilt -up concrete panels which form the exterior walls of the addition including: preparation for casting, reinforcement, anchors, panel casting, panel erection. 1.2.2 The requirements of Section 03300 CAST -IN -PLACE CONCRETE apply to this Section. 1.3 SUBMITTALS 1.3.1 SUBMIT on items as indicated in paragraph 1.3, Section 03300 CAST -IN- PLACE CONCRETE. 1.3.2 SUBMIT shop drawings indicating panel dimensions, openings, reinforcement and connection details, locations of items cast into the panels, lifting devices, erection sequence and other pertinent information. .1 Shop drawings, structural calculations for lifting and erection /handling loads shall bear the stamp and signature of a structural engineer licensed in the State of Washington. 1.3.3 SUBMIT manufacturer's data on bond breakers. 1.4 CONCRETE QUALITY AND WORKMANSHIP 1.4.1 ERECTOR QUALIFICATIONS: Erectors shall have at least 2 years successful experience in erection of tilt -up wall panels, similar to the size and quantity required for this Project. 1.4.2 CONSTRUCTION LOADS: Design and construct tilt -up wall panels to withstand construction loads which may occur during lifting, bracing and impact by adjoining panels. 2.0 PRODUCTS 2.1 MATERIALS 2.1.1 TILT -UP CONCRETE CONSTRUCTION materials are specified in Section 03300 CAST -IN -PLACE CONCRETE. The following are additional requirements. 73 -90- 122 -00 03470 -1 Section 03100 Section 03200 Section 03300 Section 03251 Section 03252 Section 07600 Section 07900 2.1.2 FACING CONCRETE: Use selected cement and aggregates to match the existing warehouse panels. 2.1.3 BOND BREAKER: Polymerized solution containing not oils, waxes, paraffins or other material which could affect bond of subsequent finishes or natural appearance of exposed concrete surfaces. 2.1.4 ANCHORS AND INSERTS: Provide inserts, dowels, bolts, nuts, washers and other items shown to be cast in panels or required for connecting panels to adjacent work, including inserts required for pickup. .1 Structural Steel Shapes: ASTM A 36. .2 Malleable Iron Castings: ASTM A 47, grade 32510. .3 Carbon Steel Castings: ASTM A 27, grade 60 -30. .4 Stainless Steel Anchors: ASTM A 167, type 301, mill finish. .5 Hot-dip galvanized iron and steel anchors and inserts and connecting devices; ASTM A 153. .6 Stainless Steel: ASTM A 167, type 302, soft temper, minimum 0.011" thick. .7 Copper Strip: ASTM B 370, cold - rolled temper, minimum 16 oz. psf. .8 Hot -Dip Galvanized Sheet Steel: ASTM A 526, with ASTM A 525, G90 zinc coating, minimum 24 ga. 2.1.5 FORMS: Wood, metal or other substantial material to maintain forms in good alignment and produce required finish. Provide external bracing to prevent from displacement during casting operations. .1 Reinforcement: Comply with requirements of Section 03300 CAST -IN- PLACE CONCRETE. 2.2 CONCRETE MIX DESIGN 2.2.1 COMPLY with. requirements of S 03300 CAST -IN -PLACE CONC;t7hrE. 2.2.2 FACING CONCRETE: Selected aggregates, cement and additives to produce the following properties: .1 Design compressive strength at 28 days; 5000 psi minimum. .2 Total air content; 3 percent to 6 percent. 2.3 FABRICATION TOLERANCES 2.3.1 CASTING TOLERANCES: Overall height and width measured at face adjacent to mold when cast; .1 Panels 20 ft. to 30 ft., plus 1/8" and minus 1/4 ".• .2 Each additional 10 ft., plus or minus 1/16" per 10 ft. .3 Panel thickness, plus 1/4" and minus 1/8 ". 73 -90- 122 -00 03470 -2 .4 Openings (cast within one member), 1/8" per 6 ft. or 1/4" total. .5 Out of square (diagonal measure), 1/8" per 6 ft. or 1/4" total. 2.3.2 LOCATION TOLERANCES: Cast -in items: .1 Inserts, pipe sleeves, bolts, etc. plus or minus 3/8 ". .2 Flashing reglets, at edge of panel, plus or minus 1/4 ". .3 Electrical outlets, hose bibs, etc., plus or minus 1/2 ". 3.0 EXECUTION 3.1 CASTING PANELS 3.1.1 COORDINATE installation of inserts and anchorages required to be set into concrete slabs prior to casting panels. 3.1.2 CURING BASE CASTING SLABS: Cure concrete surfaces upon which wall panels are to be cast in same manner called for under Section 03300 CAST -IN- PLACE CONCRETE, except do not use paper or other curing sheet. At completion of 48 -hour fog spray curing, use varnish base type of "curing compound" certified to have qualities as a "bond breaker" (parting compound), applied in accordance with manufacturer's instructions. 3.1.3 FORMS: Place forms carefully to prevent damage to casting slab surfaces. Erect and brace forms to receive reinforcing steel anchors, inserts and other items to be cast into wall panels. .3.1.4 REINFORCING AND INSERTS: Set an tie reinforcing steel as specified in Section CONCRETE WORK. Locate and secure anchorages and inserts and other cast -in -place items. .1 Extend reinforcing as required for later connections to other concrete structures. .2 After placing reinforcing steel for panels, check casting slab surfaces for continuity of bond breaker film. Tough -up or recoat worn or.damaged areas, taking particular care to prevent application of coating on reinforcing steel and inserts. 3.1.5 CASTING: Cast panels individually on building floor slab, or temporary casting platform, at Contractor's option. Comply with applicable requirements of Section 03300 CAST -IN -PLACE CONCRETE. 3.1.6 VIBRATE CONCRETE thoroughly.to produce maximum density throughout entire panel thickness without voids. Ta1m care not to displace reinforcement or inserts or to score forms, liners or casting slab. 3.1.7 FINISH: Match existing warehouse building for color and texture. Cracks, voids, protrusions, spalls or nonuniform color or texture will not be acceptable. 73 -90- 122 -00 03470 -3 3.1.8 CURING: As specified in Section 03300 CAST -IN -PLACE CONCRETE. Curing may be completed with panels in vertical position when sufficient strength is attained for lifting without damage and as indicated under 3.2 ERECTION AND INSTALLATION. 3.2 ERECTION AND INSTALLATION 3.2.1 GENERAL: Use erection equipment with care to prevent damage to floor slabs. Repair damage as directed. 3.2.2 SEQUENCE OF ERECTION: Coordinate panel erection sequence and adhere to special lifting sequences as may be required. _ 3.2.3 ERECTION: Do not erect panels until at least 75 percent of specified 28 -day compressive strength has been verified. 3.2.4 CAREFULLY TILT AND LIFT PANELS from casting slab and erect plumb in accurate location and alignment. Anchor in place as shown. Use wedges where required to correctly position panels. Provide concrete mortar, grout and drypack as required to fill joints between panels and foundation system. 3.2.5 AFTER PLACING, provide temporary braces and supports to securely hold panels in position. Maintain braces and supports in place, undisturbed, until closures, columns or other supporting structures have been installed and are capable of receiving panels. 3.2.6 INSTALLATION TOLERANCES: Offsets in alignment of adjacent members at any point, 1/4" maximum. 3.2.7 WELD PANELS to supports where indicated on drawings. Comply with requirements of AWS D1.1 for welded steel connections and D1.4 for welded reinforcing bars. 3.3 PATCHING 3.3.1 PATCH HOLES in panel surfaces caused by lifting and bracing devices. Comply with concrete surface repair requirements of Section 03300 CAST -IN- PLACE CONCRETE. 3.3.2 REPAIR of other defective or damaged surfaces will be permitted only on acceptance of Architect. Remove and replace panels which are not acceptable for surface repairs. 3.3.3 COMPLY with requirements of Section 03300 Cp,T -IN -PLACE CONCRETE. END OF SECTION 73 -90- 122 -00 03470 -4 Division .4 - Masonry Not used. Division 5 - Metal Section 05060 Section 05070 Section 05100 Section 05500 Section 05800 DIVISION 5. Welding • . Bolting . . . Structural Steel Metal Fabrications Expansion Control . : . . . .. 05060 -1;1 . . . • • • . • 05070 - 1;2 ' . . . .'. 0 1 ;3 05500 -.; 1;2 • • .,. .. 05800 - 1;1 1.0 GENERAL SECTION 05060 WELDING 1.1 RELATED WORK Structural Steel Section 05100 1.2 QUALITY AND WORKMANSHIP 1.2.1 MINIMUM STANDARDS. The codes and specifications listed below are the minimum construction standards and form a part of these Specifications: American Institute of Steel Construction, Specification for the Design, Fabrication and Erection of Structural Steel for Buildings American Welding Society, Specification for Welding Sheet Steel in Structures, AWS D1.3 American Welding Society, Structural Welding Code, AWS D1.1 1.2.2 WELDERS shall be certified in accord with the American Welding Society, and, upon request, shall furnish certification. 1.3 ALTERNATE 1.3.1 ALTERNATES affecting the Work of this Section are specified in Section 01030, ALTERANTES. 2.0 PRODUCTS 2.1 MATERIALS 2.1.1 WELDING ELECTRODES FOR STRUCTURAL STEEL shall be E70, unless approved otherwise by the Owner's Representative. 3.0 EXECUTION 3.1 ERECTION 3.1.1 FIELD WELD CONNECTIONS only where shown on the Drawings or otherwise approved by the Architect- Engineer. 3.1.2 WELDING PROCEDURES, including the necessary weather protection and preheat requirements, Rh.s be in strict accordance with AWS D1.1. 3.2 INSPECTION 3.2.1 TESTING LABORATORY shall make a visual inspection of all welded structural steel connections and ultrasonically test on 25 percent of these welds in accord with AWS D1:1 END OF SECTION 73 -90- 122 -00 05060 -1 1.0 GENERAL SECTION 05070 BOLTING 1.1 RELATED WORK Cast -In -Place Concrete Tilt -Up Precast Concrete Rough Carpentry Glued - Laminated Structural Units 1.2 DESIGN CRITERIA 1.2.1 BOLTS CONNECTING TWO PIECES OF STRUCTURAL S shall be designed and installed in accord with the Specification for the Design, Fabrication and Erection of Structural Steel for Buildings and Specification for Structural Joints Using ASTM A 325 bolts. Connections shall be excluded in the shear plane. 1.2.2 BOLTS CONNECTING WOOD TO WOOD, ST;L OR CONCRETE shall be designed in accord with the Uniform Building Code. 0 1.3 SUBMITTALS 1.3.1 SUBMIT SHOP DRAWINGS OF FRAMING MEMBERS in accord with Section 01300 SUBMITTALS including the type, size and length of all bolts. 1.3.2 TESTING LAB OBSERVATION REPORTS. 1.4 ALTERNATES 1.4.1 ALTERNATES affecting the Work of this Section are specified in Section 01030 ALTERNATES. 2.0 PRODUCTS 2.1 MATERIALS 2.1.1 BOLTS CONNECTING STRUCTURAL STEEL shall be heavy hexagon structural bolts with heavy hexagon nuts and required washers, and shall conform to ASTM A 325. Bolts shall be 3/4 -inch diameter, unless shown otherwise on the Drawings. 2.1.2 HEADED ANCHOR BOLTS CAST IN CONCRETE OR MASONRY shall meet the requirements of ASTM A 307. 2.1.3 BOLTS CONNECTING WOOD MEMBERS shall meet the requirements of ASTM A 307. 2.1.4 NONHEADED ANCHOR BOLTS, either straight or bent, cast in concrete or masonry shall meet the requirements of ASTM A 36. 3.0 EXECUTION 73 - 90 - 122 - 00 05070 - 1 Section 03300 Section 03470 Section 06100 Section 06170 END - OF SECTION 3.1 ERECTION 3.1.1 USE THE TURN -OF -NUT METHOD to tighten high strength A 325 bolts, unless approved otherwise by the Owner's Representative. 3.1.2 ANCHOR BOLTS SUPPORTING COLUMN BASEPLATES shall be double nutted to support members until grout is placed. 3.2 INSPECTION 3.2.1 TESTING LABORATORY shall observe the placement of all bolts to assure proper installation. 1.0 GENERAL SECTION 05100 STRUCTURAL STEEL 1.1 RELATED WORK Welding Section 05060 Bolting Section 05070 Metal Fabrications Section 05500 1.2 DESIGN CRITERIA 1.2.1 MEMBERS AND CONNECTIONS not shown on the Drawings shall be designed by the Contractor to meet the requirements of the current issue of the Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings published by the American Institute of Steel Construction. One -sided or other types of eccentric connections are permitted only with the approval of the Architect - Engineer. Make proper provisions to prevent excessive stresses wherever piles of material, erection equipment, or other loads are carried during erection. 1.2.2 ALLOWABLE LOADS. When details or reactions are not shown, select connections to support maximum end reactions using Tables 2 -27 through 2 -45 in the AISC Manual of Steel Construction for the given shape, span, and steel specified for the subject member. 1.3 REQUIREMENTS OF BUIIDING CODES 1.3.1 AMERICAN INSTITUTE OF STEEL CONSTRUCTION CODES AND SPECIFICATIONS listed below form a part of these Specifications: Code of Standard Practice for Steel Buildings and Bridges, except Section 4.2.1 Specification for the Design, Fabrication and Erection of Structural Steel for Buildings 1.4 SUBMITTALS 1.4.1 SUBMIT SHOP DRAWINGS in accord with Section 01300 SUBMITTALS. Prepare in accord with AISC Structural Steel Detailing, Chapter No. 1. Include the type and size of bolts and welds, grade of steel material, and type of paint. Erection plans shall include the following: Dimensioned location of members Layout for framing including framing around openings Size of referenced members 1.5 CONNECTIONS 1.5.1 SHOP CONNECTIONS shall be welded, unless nccwn otherwise. 1.5.2 FIELD CONNECTIONS shall be bolted, unless shown otherwise. 1.6 STORAGE AND HANDLING 1.6.1 STORE MEMBERS above ground on skids or other supports to keep free of dirt, grease, and other foreign materials. 73 -90- 122 -00 05100 -1 1.7 CERTIFICATION FOR POSITION AND ALIGNMENT 1.7.1 STEEL ERECTOR shall furnish to•the Architect- Engineer a written certification stating that the steel is within tolerance with respect to position, plumbness, level, and alignment. 1.7.2 CERTIFICATION shall be received within ten days after final tightening and welding. 1.8 ALTERNATE 1.8.1 ALTERNATES affecting the Work of this Section are specified in Section 01030 ALTERNATES. 2.0 PRODUCTS 2.1 MATERIALS 2.1.1 STRUCTURAL STEEL shall meet the requirements of ASTM A 36 with 36 ksi yield strength. 2.1.2 STRUCTURAL TUBING shall meet ASTM A 500, Grade B, with a minimum yield strength of 46 ksi. 2.2 FABRICATION 2.2.1 STRAIGHTENING. Material shall be clean and straight. If straightening or flattening is necessary, it shall be done by a process and in a manner that will not injure the material. Sharp kinks or bends shall be cause for rejections. 2.2.2 PROVIDE HOLES IN MEMBERS to permit connecting the items specified in other Sections of these Specifications. Holes shall not be made or enlarged by burning, nor will the burning of unfair holes in the shop or field be acceptable. 2.2.3 COPES, CUTS, HOLES, AND AIL RE- ENTRANT CORNERS shall be cut, not chipped, notch free to a 1/2 -inch minimum radius. 2.2.4 SHOP COAT. After inspection and before leaving the shop, thoroughly clean steel work, by effective means, of all loose mill scale, rust, splatter, slag or flux deposit, oil, dirt, and other foreign matter. Shop paint steel with one coat of Tnemec 99 or 20 -pound red lead applied thoroughly and evenly at a rate of not more than 400 square feet per gallon. Apply paint to dry surfaces only. Portions of members to be encased in concrete shall not be shop painted. 2.2.5 MAKE PIECE IDENTIFICATION FOR EXPOSED MEMBERS so the markings are not visible after the piece is set into place. 3.0 EXECUTION 3.1 ERECTION 3.1.1 ERECT STRUCTURAL STEEL in a safe and orderly manner. When required, submit the program for erection to the Architect- Engineer for approval before erection is begun. Carry steel work up true and plumb, and use temporary 73 -90- 122 -00 05100 -2 bracing wherever necessary to take care of all loads to which the structure may be subjected during erection, including erection equipment and operation of same. Leave such bracing in place as long as required for safety. 3.1.2 PERFORM FINAL BOLT TIGHTENING AND WELDING after members have been positioned and aligned in accord with tolerance requirements of Code,of Standard Practice for Steel Buildings and Bridges. 3.1.3 BASE PLATES. Support column base plates on double nutted anchor bolts until the support members have been plumbed, following which the entire bearing area shall be grouted solid with nonshrink grout as specified in Section 03600, Nonshrink Grout. Upset threads of bolts to prevent nuts from backing off. 3.2 FIELD PAINTING 3.2.1 TOUCH UP all damaged or abraded areas, which were originally shop painted, with the same materials and at the same coverage rates as the original shop coating. END OF SECTION 73 -90- 122 -00 05100 -3 1.0 GENERAL 2.0 PRODUCTS . SECTION 05500 METAL FABRICATIONS 1.1 RELA'1 EI) WORK Concrete Fill for Bollards Grout and Grouting for Base Plates Section 03300 Section 03600 1.2 SUBMITTALS 1.2.1 SUBMIT shop drawings to the Architect- Engineer in accord with Section 01300 SUBMITTALS. 1.3 ALTERNATE 1.3.1 ALTERNATES affecting the Work of this Section are specified in Section 01030 ALTERNATES. 2.1 MATERIALS 2.1.1 METALS. Unless shown or specified otherwise, metals for fabrication of miscellaneous metal items and fastenings shall be as follows: Steel ASTM A 36 Steel Pipe ASTM A 53, Type E or S, Grade B, open hearth or basic oxygen steel with maximum sulfur content of 0.05 percent Steel Tubing ASTM A 500 2.1.2 STEEL PIPE RAILINGS shall be galvanized after fabrication. 2.1.3 GROUT MATERIAL for setting posts in sleeves shall be Por -Rok Anchoring Cement manufactured by Lehn & Fink Industrial Products Division of Sterling Drug Inc. 2.1.4 HANDRAILS, RAILINGS, BRACKETS, TOE GUARDS, AND GUARD RAILS at shall be fabricated from structural steel shapes and other products as shown on the Drawings. 2.1.5 FASTENINGS. Provide bolts and fastening devices required to set metal fabrications in place. 2.1.6 MISCELLANEOUS ITEMS. Fabricate miscellaneous and incidental items as shown on the Drawings cr as required to complete the Work. Miscellaneous items include, but are not limited to, the following: Expansion Joint Clover Angles Canopy Braces Dock Level or Pit Angle Surround Frame at Overhead Doors Frame Stiffeners Guard Rails and Toe Boards Handrails 73 -90- 122 -00 05500 -1 Handrail Brackets Pipe Bollards Rooftop Unit Support Frames Ship's Ladder Stage Curtain Supports Stage Rigging Grid Understage Chair Truck Guide Rails Understage Door Stops Wall Braces 2.2 FABRICATION 2.2.1 SHOP FABRICATION. Fabricate, fit, and assemble miscellaneous metal items in the shop. Work that cannot be permanently shop - assembled shall be completely assembled, marked, and disassembled before shipment to ensure proper assembly in the field. 2.2.2 FASTENINGS shall be concealed when practical. Where exposed in finished surfaces, screw heads shall be oval head, unless shown or specified otherwise. 2.2.3 JOINTS in exposed work shall be matched to produce continuity of line and design, and shall be accurately fitted and firmly secured with hairline contacts. 2.2.4 WELDING shall meet the requirements of the appropriate recommendations of the American Welding Society. Welds exposed to view shall be ground smooth and uniform. 2.2.5 SHOP PAINTING. Miscellaneous steel and iron shall have one shop - applied coat of paint "Tnemec 99" or 20 -pound red lead applied at a rate of not more than 400 square feet per gallon. 3.0 EXECUTION 3.1 INSTALLATION 3.1.1 INSTALL miscellaneous and ornamental items plumb, level, square, true to line, securely anchored, and in proper alignment and relationship to other work. Set posts of railings in pipe sleeves and grout. Install handrail brackets at 5 -foot maximum centers. END OF SECTION 73 -90 122 -00 05500 -2 1.0 GENERAL 1.1 RELATED WORK SPECIFIED ELSEWHERE Tilt -Up Precast Concrete Section 03470 Built Up Bitumnous Roofing Section 07510 Roof Accessories Section 05800 Sealants . Section 07900 Painting Section 09900 1.2 SUBMITTALS 2.0 PRODUCTS 3.0 EXECUTION EXPANSION CONTROL SECTION 05800 1.2.1 SUBMIT shop drawings in accord with Section 01300 SUBMITTALS. Submit manufacturer's data including model numbers, sizes, accessories, installation instructions and recommended interfaces with surrounding materials. 2.1 MANUFACTURER 2.1.1 EXPANSION JOINT COVERS, as manufactured by one of the following manufacturers, are acceptable: Manufacturer Architectural Art Mfg., Inc. Balco Inc. Construction Specialties, Inc. Metalines Inc. MM Systems 2.2 MATERIAL 2.2.1 ROOF AND WALL expansion joints. Extruded aluminum with continuous elastomeric membrane inner joint cover. Width to accomodate movement in'a11 directions for the joint size indicated on the Drawings. Include closures, caps and termination pieces as required for a complete weathertight installation. Manufacturer's standard factory prime coat for field painting. MM Systems Corporation, Roof: Series.RX -W; wall: Series WJ -L; 2.2.2 SUBSTITUTIONS in accordance with Section 01600 Material and Equipment. 3.1 INSTALLATION 3.1.1 INSTALL, EXPANSION JOINT COVERS at locations shown on the Drawings and in accord with the manufacturer's i.nstrixtions. END OF SECTION 73 -90- 122 -00 05800 -1 DIVISION 6 WOOD AND PLASTICS Division 6 — Wood and Plastics. Section 06100 Rough Carpentry .. ... Section 06170 Glued- Laminated Structural Units . 1.0 GENERAL 1.1 RELATED WORK Anchor Bolts Deck Framing and Decking Roof Perimeter Blocking 1.2 WORK FURNISHED BUT NOT INSTALLED 1.2.1 INSTALL ANCHOR BOLTS, METAL ANCHORS, AND METAL specified in Sections 05070. 1.3 STORAGE 1.3.1 STORE LUMBER AND ROUGH CARPENTRY MATERIALS at least 6 inches above the ground on bunks or skids and protect materials from weather with waterproof covers. 1.4 ALTERNATES 1.4.1 ALTERNATES affecting the Work of this Section are specified in Section 01030 ALTERNATES. 2.0 PRODUCTS SECTION 06100 ROUGH CARPENTRY 73 -90- 122 -00 06100 -1 Section 05070 Section 06200 Section 07510 TIES in concrete as 2.1 MATERIALS 2.1.1 LUMBER shall be seasoned, surfaced four sides, graded, and grade stamped in accord with the grading rules of Western Wood Products Association (WWPA). The moisture content of the lumber shall not exceed 19 percent, and shall be indicated on the grade stamp by S -Dry. Lumber shall be the following species and grade, unless approved otherwise by the Architect- Engineer: . .1 Joists Roof: Douglas Fir -Larch No. 2 .2 Beams and Headers: Douglas Fir -Larch No. 2 .3 Miscellaneous Framing and Blocking: DF -Larch Construction Grade 2.1.2 PLYWOOD shall meet the requirements of U.S. Products Standard PS -1 for Construction and Industrial Plywood, and shall bear the APA trademark of the American Plywood Association. .1 Plywood Roof Sheathing shall be 24/0 C -D INT -APA, with exterior glue, 5/8 inch thick. 2.1.3 PRESSURE PRESERVATIVE TREATMENT: Pressure treat lumber material for decay resistance with water -borne preservatives per AWP1 LP -22, latest edition. 2.1.4 HARDWARE AND FASTENINGS .1 Anchor Bolts shall meet the requirements of ASTM A 307. Unless noted otherwise, anchor bolts shall be headed bolts. .2 Nails shall be as shown in the Nailing Schedule on the Drawings. .3 Miscellaneous Framing Accessories. Metal framing anchors, hangers, stirrups, saddles, strap anchors, tie straps, hold - downs, column and post caps and bases, and other miscellaneous accessories shall be of galvanized steel, manufactured by Simpson Company. Substitutions in accord with Section 01600 MATERIAL AND EQUIPMENT. .4 Miscellaneous Fastenings. Spikes, screws, lag bolts, and other miscellaneous fastenings and rough hardware shall be as shown on the Drawings or as required to assemble and secure rough carpentry items. 2.1.5 ADHESIVES shall conform with Specification AFG-01 of the American Plywood Association. 3.0 EXECUTION 3.1 WOOD FRAMING 3.1.1 ERECTION OF HEADERS AND JOISTS .1 Headers and beams shall be spiked together with 16d nails at 16 -inch centers along each edge. .2 Space joists at 24 -inch centers and double where partitions parallel joists, unless shown or noted otherwise. .3 Bear joists and beams at least 3 inches on concrete, 1 -1/2 inch on wood or metal. Stabilize joists at ends and over bearings with blocking of the same size as joists. .4 Anchors and Ties. Joists flush with the top of beams or headers shall be hung on metal stirrups dr hangers. Securely tie members to corresponding members on the opposite side. Lap and nail ends of joists which pass over the top of the beam or wall to form continuous ties between outside walls. .5 Bridging. Brace joists with spans in excess of 8 feet with metal or 1 x 3 wood cross bridging, or full depth blocking, at intervals not to exceed 8 feet. 3.1.2 ERECTION OF MISCELLANEOUS FRAMING AND BLOCKING shall be as shown on the Drawings or- as required to secure finish materials to rough construction. Install wood blocking at unsupported edges of roof sheathing. 3.1.3 ANCHORING OF FRAMING AND BLOCKING to steel or concrete, shall be by bolted connections. Locate bolts 12 inches from each end and at 6 -foot centers maximum, unless shown otherwise on the Drawings or specified herein. Bolts shall be built into concrete or masonry. 73 -90- 122 -00 06100 - 3.1.4 CUTTING, NOTCHING AND HOLES .1 Notches are.not allowed in any headers, beams; joists, or rafters, unless shown on the Drawings or approved by the Owner's Representative. .2 Holes are not allowed in headers or beams. Holes with diameters not greater than 1/3 the member depth are allowed in the center third of the member span. The holes shall be located at . the centerline of the member depth and spaced a minimum of the member depth. 3.2 INSTALLATION OF ROOF SHEATHING 3.2.1 INSTALL ROOF SHEATHING with face grain across supports and ends on support centerlines. Space panels 1/8 inch at edges and joints. Secure to supports along panel edges at 6 -inch centers and at 12 -inch centers at intermediate supports, unless shown otherwise on the Drawings. 3.3 INSTALLATION OF TREATED WOOD 3.3.1 TREATED LUMBER used in association with roof edge strip nailers, roof curbs, and roof cants shall be spiked together with galvanized common 16d nails, and shall be anchored in place as specified in this Section unless . shown otherwise on the Drawings. END OF SECTION 1.0 GENERAL SECTION 06170 GLUED - LAMINATED STRUCTURAL UNITS 1.1 RELATED WORK Bolts Section 05070 Glued- Laminated Wood Deck Section 06180 1.2 QUALITY ASSURANCE 1.2.1 STANDARDS. Materials, manufacture, and quality control shall be in conformance with American National Standard AITC A190.1 -1983, Structural Glued Laminated Timber. 1.2.2 ACCEPTABLE MANUFACTURERS. Members shall be produced by an AITC - licensed firm and factory marked with the AITC "Quality Inspected" mark. 1.3 SUBMITTALS 1.3.1 SUBMIT SHOP DRAWINGS in accord with Section 01300 SUBMITTALS. Indicate full dimensions of each member, layout of entire structural system, and details of connections, connectors, and other accessories. Indicate stress grade of lumber, type of glue, and other variables in the required work. 1.4 DELIVERY, STORAGE AND HANDLING 1.4.1 DURING DELIVERY, STORAGE, HANDLING, AND ERECTION, keep glued - laminated members dry by maintaining the factory - applied protective covering in weather -tight condition until the building enclosure is complete. Store members in accord with the manufacturer's recommendations. 1.5 ALTERNATE 1.5.1 ALTERNATES affecting the Work of this Section are specified in Section 01030 ALTERNATES. 2.0 PRODUCTS 2.1 MATERIALS 2.1.1 LUMBER FOR LAMINATING shall be Douglas Fir meeting the structural requirements and laminating specifications of PS 56, and shall be of such stress grade to provide glued - laminated members with allowable stresses of 2200 psi in bending, 1050 psi in tension and 1500 psi in compression parallel to grain for DRY condition of service. 2.1.2 ADHESIVES FOR LAMINATING shall meet the requirements for DRY condition of service, 2.1.3 APPEARANCE OF MEMBERS shall be Industrial Grade complying with AITC 110. 2.1.4 PROTECTION OF MEMBERS. Apply one coat of the manufacturer's transparent wood sealer to the ends of all members after end trimming and to the surfaces of members. Wrap members individually. 73 -90- 122 -00 06170 -1 2.1.5 FINISHING OF MEMBERS. Members shall have factory - applied penetrating sealer for transparent finish. 2.2 HARDWARE AND ACCESSORIES 2.2.1 THE FABRICATOR shall furnish connection steel and hardware for joining timber members to each other and to their supports and items shop welded to structural steel. Metal shapes shall have one coat of shop - applied rust - inhibitive paint. 3.0 EXECUTION 3.1 INSTALLATION OF GLUED - LAMINATED STRUCTURAL UNITS 3.1.1 INSTALLATION shall comply with AITC 105, recommended Practice for the Erection of Structural Timber Framing. 3.1.2 TIIMPORARILY SUPPORT MEMBERS with protective blocking and slings to prevent surface damage which will be visible after the completion of work. 3.1.3 DO NOT REMOVE WRAPPINGS on individually wrapped members until the time it serves no useful purpose, including protection from the weather and soiling and damage from the work of other trades. 3.1.4 REPAIR DAMAGED SURFACES AND FINISHES after the completion of erection and removal of wrappings or replace damaged members where damage is beyond satisfactory repair. END OF SECTION DIVISION 7 THERMAL, AND MOISTURE PROTECTION Division 7 - Thermal and Moisture Protection Section 07412 Preformed Metal Roofing and Soffit 07412 1;4 Section 07510 Built -Up Bituminous Roofing System 07510 1;6 Section 07600 Flashing and Sheet Metal 07600 - 1;5 Section 07800 Roof Accessories . . . 07800 - 1;2 Section 07900 Sealants . . ... . . . . 07900 -.1;4 1.0 GENERAL PREFO • IND SECTION 07412 METAL ROOFING AND SOFFIT 1.1 RELATED WORK Flashing and Sheet Metal Section 07600 1.2 QUALITY ASSURANCE 1.2.1 SMACNA STANDARDS. Except as otherwise shown, detailed, or specified, flashing and sheet metal work shall comply with the applicable recommendations and details of the Architectural Steel Metal Manual of the Sheet Metal and Air Conditioning Contractors National Association. 1.3 SUBMITTALS 1.3.1 SUBMIT SHOP DRAWINGS AND PRODUCT DATA in accord with Section 01300. Provide complete product description, include material gages, coating data, installation recommendations and fastener data, including spacing. 1.3.2 SUBMIT FOR SELECTION by Owner's Representative the manufacturer's full range of colors, but no fewer than four colors: off - white, blue, red - orange and bronze. .1 One color will be used throughout. 1.3.3 SUBMIT SAMPLES of face finish on metal panel material in accord with Section 01300 SUBMITTALS. 1.4 ALTERNATES 1.4.1 ALTERNATES affecting the work of this•Section are specified in Section 01030, ALTERNATES. 1.5 PERFORMANCE REQUIREMENTS 1.5.1 Wind Forces: 1988 UBC Chapter 23 for basic wind speed of 70 miles per hour, exposure C combined height exposure and gust coefficient of 1.2. 1.5.2 THERMAL MOVEMENT: Provide for with expansion and contraction surface temperatures between 0 degrees F. and plus 180 degrees F. without causing permanent buckling, cracking of finish, opening of joints or failure of fasteners. 1.5.3 WATER PENETRATION OF PANEL JOINTS: No leak at 20 . :SF when tested in accordance with ASTM E331. 2.0 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS 2.1.1 ASC PACIFIC, INC. 2.1.2 SUBSTITUTIONS in accord with Section 01600 MATERIAL AND METHODS. 73 -90- 122 -00 07412 -1 2.2 MATERIALS 2.2.1 PREFORMED METAL ROOF PANELS: 24 -gauge galvanized steel conforming to ASTM A 446, grade 'A' or higher, coated per the requirements of ASTM A- 525, G-90, roll - formed in continuous length panels approximately 36 inches wide. Include matching flashing, trim and closures and other necessary items. 2.2.2 ROOFING PANELS: ASC Pacific "Super Span ". 2.2.3 SOFFIT PANELS: 24 gage material meeting the requirements of 2.2.1, except fabricated to form a smooth panel face approximately 24" wide x 1- 1/2" high x 8' long. Panels may be field or shop fabricated, similar to the following: ASC L 24 panels. 2.2.4 FINISH: Coil coated finish; prime both sides, finish one side. .1 Finish coat: Silicone modified polyester (SMP) 1.0 mil dry film thickness (0.8 finish coat over 0.2 primer). .2 Interior coat: 0.35 off white backer over 0.25 primer. .3 Coating properties: .1 Accelerated weathering resistance per ASTM D -059: no chalking in excess of #8 rating and no cracking, checking, crazing or loss of adhesion after 500 hours of exposure. .2 Salt spray resistance: no loss of adhesion greater than 1/8" from scored line after 750 hours when tested in accord with ASTM B -117; no more than 20% of exposed area shall contain blisters larger than #8 when tested in accord with ASTM D -714. .3 Formability test: exterior coating film shall show only slight checking with no loss of adhesion when subjected to a 180 degree bend over a 1/16 -inch mandrel in accordance with ASTM D -968. .4 Abrasion resistance: withstand a minimum of 30 liters of falling sand before the appearance of base metal per ASTM D -968, with a Taber. Wear Factor of 80.0 or less. .4 Finish for soffit panels shall be equivalent to ASC Pacific Standard Polyester White. 2.2.5 FASTENERS: As recommended by the roofing manufacturer for condition of use; color - coated head to match roofing with neoprene gasketed stainless steel washer; self drilling, with 25 year guarantee against red rust development; length to completely penetrate material:: to '.:e joined in accord with Performance Requirements. Construction Fasteners, Inc., "ZAC ". 2.2.6 CLOSURE STRIPS: Closed cell, laminated polyethylene shaped to tightly fit panel configuration. 2.2.7 TAPE SEALANT: Low density resilient polyethylene foam with self -stick adhesive one side continuous, 1/4 to 1/2 -inch minimum width and thickness as 73- 90- 122 -00 07412 -2 recommended by the roof manufacturer. Schnee- Moorehead Company; Gaska Tape, Inc. or substitution in accordance with 01600 MATERIAL AND EQUIPMENT. 2.2.8 SEALANT: Single component urethane or silicone per Section 07900 SEALANTS and as recommended by the roofing manufacturer. Color: closest to match roofing. 2.2.9 ROUND PIPE FLASHING: Aztec Washer Company "Masterflash" EDPM rubber, sized for pipe penetration. 3.0 EXECUTION 3.1 EXAMINATION: 3.1.1 EXAMINE substrate, Drawings and condition under which roof will be installed. Verify with field measurements. Modify Work as required for an accurate fit. 3.1.2 COMMENCEMENT of installation means acceptance of existing conditions as capable of producing an acceptable job. 3.2 INSTALLATION OF METAL ROOFING AND SOFFIT 3.2.1 INSTALL in accordance with approved shop drawings and manufacturer's written instructions. Walk on roof panels only with clean soft soled shoes. 3.2.2 LAP PANELS away from prevailing wind direction. 3.2.3 CAREFULLY ALIGN PANELS for ease of thermal movement. Maintain seams parallel to slope. 3.2.4 PROVIDE ADDITIONAL FASTENERS at eaves, concrete wall and rake, as required for wind resistance. 3.2.5 INSTALL SIDELAP TAPE SEALANT at panel lap. Secure panels without warp or deflection. 3.2.6 TURN UP PANEL TRAYS at concrete wall. Turn panel trays down at eaves or provide one by one inch continuous drip angle. 3.2.7 INSTALL CLOSURES at top and bottom of panels, set in continuous bead of sealant. 3.2.8 CENTER PENETRATIONS in panel tray. Provide elongated hole to accommodate thermal movement. 3.2.9 SECURE PANELS at end of each work day. Fastr.^ to prevent roofing from moving down the roof. 3.2.10 INSTALL SOFFIT PANELS at right angles to building wall in a progressive system similar to ASC Pacific L-24 panel. 3.2.11 TOUCH -UP PAINT raw edges of field panel cuts immediately with small brush - no spray. 73 -90- 122 -00 07412 -3 3.3 INSTALLATION OF FLASHING AND ACCESSORIES 3.3.1 CONFORM to roofing manufacturer's recommendations and reviewed shop drawings. 3.3.2 FLASHING at intersecting panel ribs: match roofing profile as needed for weathertight closure. 3.3.3 PROVIDE BACKED BUTT JOINTS with thermal expansion space. No joints allowed at rake. 3.3.4 FASTENER SPACING: 6 inches maximum. 3.3.5 PROVIDE THERMAL MOVEMENT SPACE around penetrations. 3.4 TOLERANCE 3.4.1 ALIGNMENT: 1/4 -inch in 40 feet maximum variation. 3.5 ADJUSTING AND CLEANING 3.5.'1 REMOVE CUTTINGS AND METAL SHAVINGS from finished surfaces at end of each day. Remove stains immediately. Repair minor scratches and abrasions with manufacturer provided paint, using smallest brush practical. Do not touch -up with spray paint. END OF SECTION 1.0 GENERAL 1.1 RELATED WORK Pressure Preservative Treated Lumber Flashing and Sheet Metal Roof Expansion Joint Covers Section 05100 Section 07600 Section 07860 1.2 SYSTEM DESCRIPTION 1.2.1 BUILT -UP BITUMINOUS ROOFING SYSTEM shall be the following: .1 Built -up bituminous roofing system consisting of a modified bitumen base sheet with an insulation layer over, followed with three inner ply layers of modified bitumen mopped in with hot bitumen, the assembly coated with an emulsified coating topped with a fluid - applied aluminized coat. Include cants and tapered insulations crickets, scuppers, reglets and interfaces with roof expansion, joints covers, skylites, smoke vents, mechanical equipment, flashing, copings and other roof accessories. 0 1.3 QUALITY ASSURANCE 1.3.1 REGULATORY REQUIREMENTS: Built -up bituminous roofing materials and installation shall meet the requirements of Underwriters Laboratories Inc., for Class A Built -Up Roof Coverings. 1.3.2 ACCEPTABLE APPLICATORS: Applicator shall have a minimum of 5 years experience installing built -up bituminous roofing, and shall have undivided responsibility for the specified performance of component parts as follows (even though some components may be provide by others): Built -Up Bituminous Roofing Downspouts Flashing, Copings and Sheet Metal (used in connection with roof) Roof Expansion Joint Covers Roof Walkways Roofing Vents Scuppers Tapered Edge Strips Roof Insulation 1.3.3 APPLICATOR shall be approved in writing by the roofing manufacture:: as capable of installing the manufacturer's system. 1.3.9 TA"KEn OR KETTLE shall be equipped with thermostat /thermometer gages in working order. Non- operational equipment may result in rejection of asphalt. 1.3.5 PRE - INSTALLATION CONFERENCE: Arrange a meeting, attended by the Contractor, the roofing applicator or subcontractor and the Owner's Representative to discuss application procedure, installation schedule and sequence. 73 -90- 122 -00 '07510 -1 1.4 SUBMITTALS 1.4.1 SUBMIT manufacturer's literature for each roofing component specified. Include description of components, installation instructions and verification that assembly of components meet specified requirements. 1.5 DELIVERY, STORAGE AND HANDLING 1.5.1 STORE ROLLS OF ROOFING FELTS AND SHEETS on end on kraft paper covered pallets, protect from exposure to weather. Store roofing felts and sheets in a warm enclosure if temperature is less than 32F. 1.6 PROJECT CONDITIONS 1.6.1 WEATHER: Proceed with roofing and associated work only when current and forecast weather conditions meet the recommendations of the primary roofing material manufacturer. 1.7 SEQUENCING AND SCHEDULING 1.7.1 PROCEED WITH BUILT -UP BITUMINOUS ROOFING WORK only after substrate construction and framing of openings are complete, and wood blocking, nailers, curbs, vents, piping, scuppers, and projections through the roofing are complete. Built -up bituminous roofing shall proceed concurrently with roof insulation work so that such work is entirely covered with completed built -up roofing at the end of each working day. "Phased roofing" is not permitted. 1.8 ALTERNATES 1.8.1 ALTERNATES affecting the work of this Section are specified in Section 01030, Alternates. 1.9 WARRANTY 1.9.1 CONTRACTOR WORKMANSHIP WARRANTY: Submit two copies of a warranty, signed by the Contractor, in which he agrees to repair or replace roofing and associated work which leaks water, deteriorates excessively, or otherwise fails to perform due to failure of materials or workmanship during a five year period following Substantial Completion. Wind blowoff of roofing or associated work, when independent of structural failure, will be considered a failure of materials and workmanship unless there is reasonable evidence that the blowoff occurred at a time when wind velocities at,the project site exceeded 80 mph. . 1.9.2 MANUFACTURER WARRANTY: Provide manufacturer's standard warranty for materials and guarantee for the completed roof for a ten year period from the date of Substantial Completion. The warranty shall include, but not be limited to, protection against the following: deterioration due to the elements; failure due to installation workmanship; the development of blisters, fishmouths, bare spots, ridges or wrinkles which cause leaks; splits or cracks in the roofing membrane. 2.0 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS 2.1.1 PRIMARY BUILT -UP BITUMINOUS ROOFING MATERIALS shall be of the same manufacture, and shall be Consolidated Fiber Glass Products Co., Inc. (Conglas). 73 -90- 122 -00 07510 -2 • 2.1.2 INSULATION: Tapered insulation and cants shall be Manville "Fesco Board ". 2.1.3 SUBSTITUTIONS in accordance with Section 01600 MATERIAL AND EQUIPMENT. 2.2 MATERIALS 2.2.1 ROOF INSULATION: Composition of expanded perlite in fiber binder base in accordance with ASTM C 728 -82. Surface coated for compatibility, with hot asphalt, built -up system. Thickness: 1 -1/2 "; sheet size: 24" x 48" or 48" x 48 ". Provide tapered mineral fiber insulation crickets to maintain positive drainage and mineral fiber cants of the same manufacturer as insulation. Manville "Fesco Board ", "Tapered Fesco Board" and "FesCant Strips ". 2.2.2 BASE AND PLY SHEETS: Heavy weight fibrous glass mat, bond with resinous binder, coated with a styrene - butadiene - styrene modified, weathering grade asphalt, meeting ASTM D 4601 Type II and UL G-2 requirements. 36 inch rolls at approximately 75 pounds each. Conglas "Conbase MB 25." 2.2.3 BITUMEN .1 Air -blown roofing grade asphalt, ASTM D 312, Type III, Trumbull Asphalt Company Type III. Substitutions in accord with Section 01600 MATERIAL AND EQUIPMENT. 2.2.4 PRIMER: Black, medium consistency primer compound of asphalt and penetrating petroleum solvents, manufactured in accord with ASTM D 41. 2.2.5 EMULSIFIED COATING: Refined asphalt base, emulsified with bentonite clay and water and reinforced with inert mineral fibers in accordance with ASTM D 1227, Type 1, Conglas Concoat CC 20. 2.2.6 ALUMINIZED COATING: Water based non - flammable, corrosion resistant, reflective roof coating consisting of an asphaltic emulsion with aluminum paste. Concoat aluminum coating. 3.0 EXECUTION 3.1 EXAMINATION 3.1.1 EXAMINE substrates for variations and irregularities which will affect the performance of the finish roof. Commencement of roofing systems installation means acceptance of substrates as capable of producing a warrantable installation. 3.2 PREPARATION 3.2.1 ROOF DECK shall be sn;uo U aid clean of dirt, dust and debris prior to application of roofing and insulation materials. 3.2.2 INSTALS, TREATED WOOD NAILERS to thickness of insulation, nominal width: 6 inches. 73 -90- 122 -00 07510 -3 3.3 BASIC ROOFING ASSEMBLY Base Sheet Insulation Roofing Plys, 3 total Emulsified Roofing Coating Aluminized Coating 3.3.1 INSTALL STRIPPING PLYS, flashing sheets, glass, fabric strips, base sheet strips and the roof mounted accessories, joint covers and roof with the primary, roofing membrane manufacturer' details. 3.4 BASE SHEET 3.4.1 APPLY LAYER OF RED RESIN to clean and smooth deck. 3.4.2 APPLY BASE Sim LAYERS, starting from roof low points, overlapping each previous layer per manufacturer's recommendations but not less than 12 inches o.c. at seams and 12 -inch 0.0. staggered in the field. 3.5 INSULATION INSTALLATION 3.5.1 MOP INSULATION over base sheet with bitumen at a rate of 25 lbs. per 100 square feet of area. 3.5.2 SPACE INSULATION 1/4" from all vertical flashings. reinforcing strips, woven like at roof edges, scuppers, penetrations in accordance s printed instructions and 3.5.3 INSTALL TAPERED INSULATION to form crickets, etc. before installing roof insulation. 3.5.4 DO NOT LAY MORE INSULATION than can be covered with roofing in a day's work. 3.6 PLYSHEET APPLICATION 3.6.1 COMPLETELY EMBED THREE LAYERS OF FLYSHEET, shingle fashion, perpendicular to the slope, lapped per manufacturer's recommendations, in hot bitumen. Lightly broom each ply as it is applied with a moderately soft commercial broom. Turn up plies a minimum of 2 inches above cants on vertical walls and curbs. . 3.6.2 INSTALL REINFORCING STRIPS, flashing sheets and other additional layers as recommended by the manufacturer for the condition of use. Install as indicated under 3.6.1. Install one additional ply at cricket valleys, waterways and scuppers. 3.7 SURFACE COATINGS 3.7.1 REPAIR ALL FISHMOUrHS, buckles, dry :,asp and the like per NRCA's and the manufacturer's recommended methods. 3.7.2 PROVIDE A MINIMUM 30-day cure time prior to coating application. 3.7.3 APPLY COATINGS in strict accordance with the manufacturer's written instructions. 73 -90- 122 -00 07510 -4 3.7.4 APPLY EMULSIFIED COATING at a nominal rate of four gallons per 100 square feet of roof. 3.7.5 APPLY ALUMINIZED COATING at a nominal rate of 1 -1/2 gallons per 100 square feet of roof area. 3.8 HEATING OF BITUMEN 3.8.1 HEAT BITUMEN slowly in thermostatically controlled kettles with a visible thermometer. Keep fluid level and temperature stable by adding small chunks of fresh bitumen. .1 Heat asphalt so it is within 25F, plus or minus, of the equiviscous temperature (EVT) stated on the packaging or bills of lading at the point of application. If no EVT is stated, the asphalt should be approximately 400F to 450F at the point of application. Maximum asphalt temperature shall be kept approximately 25F below the specific flash point temperature of the asphalt being used. Asphalt may be heated above its finished blowing temperature but shall not be so maintained for more than four hours. .2 If bitumen is not being drawn off, or kettled and replenished as under normal usage, do not allow the kettle temperature to exceed 375 degrees F. 3.9 FLASHING 3.9.1 FLASH AT ROOF EDGES, VERTICAL SURFACES, PENETRATIONS, EXPANSION JOINTS, AREA DIVIDERS, AND ACCESSORIES as shown and recommended by the membrane manufacturer and the National Roofing Contractors Association. 3.10 INSTALLATION OF CUTOFFS 3.10.1 APPLY CUTOFFS, consisting of one ply of felt and embedded into bitumen and extending 6 inches over insulation and built -up roofing surface, followed by a second ply embedded into bitumen and extending 9 inches over insulation and built -up roofing, after each day's work. Before resuming the next day's work, cut felts along the vertical edge to expose the edge of the roof insulation. 3.11 FIELD QUALITY CONTROL 3.11.1 TEMPERATURE: When temperature is below 40 F., carry hot bitumen in insulated buckets. Manual mopping shall not proceed roofing felt or sheet rolls more than 5 feet. Unroll felt or sheet immediately after mopping. Do not overheat bitumen. Reduce tanker or kettle temperature to 340 - 375 degrees F. overnight, or during periods of inclement weather, to maintain consistent asphalt properties. 3.11.2 FELT - LAYING MACHINES, when used, neceszl L� the brooming of felts to prevent voids and assure complete, uniform attachment. Broom all sheets into hot bitumen immediately upon laying if such machines are used. 3.12 PROTECTION 3.12.1 PROTECT OTHER WORK from spillage of bituminous materials and prevent materials from entering and clogging scuppers, downspouts, conductors, etc. Provide protective coverings at paving areas and building walls adjacent to 73 -90- 122 -00 07510 -5 hoist and kettles. Replace or restore other work which is soiled or otherwise damaged by built -up bituminous roofing work. 3.12.2 BE AWARE THAT SMOKE VENTS are spring loaded. Practice, caution when working around these devices to prevent injury to workers and vents in the event of sudden vent opening. END OF SECTION 1.0 GENERAL SECTION 07600 FLASHING AND SHEET METAL 1.1 RELATED WORK Preformed Roofing and Soffit Section 07412 Flashing at Skylights Section 07800 Roof Accessories Section 07800 Sealants Section 07900 1.2 WORK FURNISHED BUT NOT INSTALLED Installation of Raggles in Concrete Section 03300 Installation of Raggles in Precast Concrete Section 03470 Installation of Flanged Items on Roof Section 07510 1.3 QUALITY ASSURANCE 1.3.1 SMACNA STANDARDS. Except as otherwise shown, detailed, or specified, flashing and sheet metal work shall comply with applicable recommendations and details of the Architectural Sheet Metal Manual of the Sheet Metal and Air Conditioning Contractors National Association. 1.4 SUBMITTALS 1.4.1 SUBMIT shop drawings to the Section 01300 SUBMITTALS. Shop drawings shall show the manner of forming, jointing, and securing of flashing and sheet metal. 1.5 ALTERNATES 1.5.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS 2.1 SHEET METAL MATERIALS 2.1.1 PREFINISHED GALVANIZED SHEET METAL shall be zinc - coated (galvanized) by the hot dip process, commercial quality, and shall meet the requirements of ASTM A 526. Steel sheet shall be galvanized to meet the requirements of ASTM A 525 for G90 coating, and shall be mill phosphatized. Galvanized sheet metal shall be 26 gauge, unless other gauges or thicknesses are recommended by the SMACNA Manual or the sheet metal manufacturer, are shown on the Drawings, or are specified herein; shall be primed and finished on one side with silicone modifi.;d polyester as specified in Section 07412 PREFORMED METAL ROOFING AND SOFFIT. Color shall match the existing fascia /gravel stops for roof flashirigz and copings exposed at building exterior and match roofing at canopy. 2.1.2 ZINC ALLOY SHEET METAL shall meet the requirements of ASTM B 69 and FS QQ- Z- -100A, Grade 2, shall contain not less than 0.6 percent copper and 0.14 percent titanium, and shall be standard (soft) temper, mill finish. Thickness shall be 0.027 inch except where other thicknesses are recommended by the SMACNA Manual or the metal manufacturer, are shown on the Drawings, or 73 -90- 122 -00 07600 -1 are specified herein. Zinc alloy sheet shall be one of the following types and manufacture: Cheney Chine Metal Cheney Flashing Company Titanaloy "A" Matthiessen & Hegeler Zinc Co. Microzinc 70 W.P. Hickman Co. 2.1.3 ALUMINUM shall be aluminum alloy sheet, and shall meet the requirements of ASTM B 209, 5005 -H14 alloy and temper. Finish shall be standard mill finish. 2.1.4 ANODIZED ALUMINUM shall be aluminum alloy sheet meeting the requirements of ASTM B 209, 5005 -H34 alloy and temper. Finish shall meet the requirements of the Aluminum Association Standards for anodized architectural aluminum, and shall be of same finish as adjacent aluminum: AA- M12C22A31 Clear or AA- M12C22A42 Medium Bronze. Thickness shall be 0.050, unless other thicknesses are recommended by the SMACNA Manual or the AA Aluminum Construction Manual or as shown on the Drawings. 2.2 FASTENERS 2.2.1 SOLDER shall meet the requirements of ASTM B 32, 50 percent tin and 50 percent lead used with rosin flux, noncorrosive flux or a lot of muriatic acid, muriatic acid killed with zinc except solder for stainless steel shall be 60 percent tin and 40 percent lead used with acid flux. 2.2.2 NAILS shall be not less than No. 12 gauge, with large flat heads, diamond points, and barbed shafts, and of sufficient length to penetrate substrate at least 7/8 inch. Nails shall be hot - dipped galvanized steel for prefinished galvanized sheet metal, aluminum for aluminum alloy sheet metal. 2.2.3 SCREWS shall be No. 12 copper, bronze, or brass round head wood screws of sufficient length to penetrate substrate 7/8 inch. Provide lead, bronze, or nylon expansion sleeves where screws are used to secure sheet metal to masonry or concrete. Washers shall be neoprene gasketed. 2.3 CEMENTS 2.3.1 ROOFING CEMENT shall meet the requirements of Section 07510 BUILT -UP BITUMEN. • 2.4 ISOLATION MATERIALS 2.4.1 COATINGS AND TAPES, for isolation of dissimilar materials, shall meet the recommendations of the sheet metal manufacturer. 2.5 SHEET METAL SPECIAL'T'IES 2.5.1 SCUPPERS with roof flange, corner mitres, sides and ends, overflow cutout, outlet tub,:;:, acid downspout strainers shall be fabricated from galvanized sheet metal, and shall be as shown on the Drawings in the SMACNA Manual. 2.5.2 FABRICATE DOWNSPOUT STRAINERS as shown in Figure D, Plate 23, of the SMACNA Manual, from minimum 0.062 -inch diameter, noncorrosive, compatible wire or wire mesh with 1/2 -inch maximum spacing of wires; removable beehive design. 73- 90- 122 -00 07600 -2 2.5.3 DOWNSPOUTS with elbows and hangers shall be of diameter indicated on the Drawings, corrugated rectangular downspouts fabricated from galvanized sheet metal, and shall be as shown in the SMACNA Manual. 2.5.4 TWO -PIECE CONCRETE REGLEi' shall be galvanized metal and shall be one of the following types and manufacture: Type CO Fry Reglet RC -4 !1M Systems Corporation Type C Snap Lock Chaney Flashing Company 2.5.5 FABRICATE ROOFING TRIM from galvanized sheet metal and as shown in the SMACNA Manual. 2.5.6 FABRICATE MISCELLANEOUS FLASHING from galvanized sheet metal as shown in the SMACNA Manual as follows: Door Cap Flashing Figure B Plate 65 Door Sill Flashings Figure D Plate 65 2.5.7 FASCIA AND COPING SYSTEM: Match existing in size and profile. 2.5.8 SOFFIT VENTS shall be Model 505, 18 -1/8 inches x 16 -1/2 inches, 45 square inches free area, galvanized steel, manufactured by Leigh Building Products. 2.6 FABRICATION 2.6.1 GENERAL FABRICATION. Fabricate work with lines and corners true and accurate. Form exposed faces flat and free of buckles, excessive waves, and avoidable tool marks, considering the temper and reflectivity of the metal. Provide uniform neat seams with minimum exposure of solder, welds, and sealant. Fold back sheet metal to form a hem on the concealed side of exposed edges and provide soldered flat -lock seams, unless shown or specified otherwise. Follow the metal manufacturer's recommendations for tinning, soldering, welding, and cleaning flux from metal. Remove every trace of acid flux residue promptly after tinning. 2.7 FABRICATION OF PREFINISHED GALVANIZED SHEET METAL 2.7.1 FORM GRAVEL STOPS-FASCIAS AND EDGE STRIPS from galvanized sheet metal to the profile shown on the Drawings in maximum 20 -foot lengths. Form 12 -inch wide back -up plates for joints to the same profile as gravel stops. 2.7.2 FORM COPINGS from galvanized sheet metal in 10 -foot lengths, profile shall match gravel stops. Form c.:ntinuous cleats as shown in SMACNA Manual, Plate 68, and 12 -inch wide back-up plates for joints as shown in SMACNA Manual, Plate 68, Alternate 3. 2.7.3 FORM FLASHING RECEIVERS from galvanized sheet metal as shown in SMACNA Manual. 2.7.4 FORM SURFACE - APPLIED COUNTERFLASHING from galvanized sheet metal 26 gage as shown in SMACNA Manual. Form cleats to secure bottom edge of counterflashing as shown on the Drawings. 73- 90- 122 -00 07600 -3 2.7.5 FORM SCUPPER AND CONDUCTOR HEAD from galvanized sheet shown in SMACNA Manual. 2.7.6 FORM DOWNSPOUTS from galvanized sheet metal, size per round cross section with hangers, as shown in SMACNA Manual. 2.7.7 FORM MISCELLANEOUS ITEMS as shown on the Drawings and clips, cleats, or other fastenings as required. 3.0 EXECUTION metal 24 gage as Drawings, plain install with 3.1 INSPECTION 3.1.1 SUBSTRATE CONDITION shall be smooth, free from defects, dust, rubbish, and other foreign material and with projecting nails driven flush. 3.2 PREPARATION 3.2.1 SEPARATE CONCEALED SURFACES OF DISSIMILAR MATERIALS as follows: .1 Zinc Alloy Sheet Metal. Coat with 15 -mil dry- film - thickness of asphaltum coating or separate with teflon tape wherever polyethylene sheet cannot be installed to separate zinc alloy sheet metal from acidic wood or dissimilar metals other than galvanized steel, aluminum, tin, or lead. 3.3 INSTALLATION 3.3.1 INSTALL WORT{ with lines and corners true and accurate in alignment. Install faces flat and free of buckles, excessive waves, and tool marks, considering the temper and reflectivity of the metal. Provide uniform neat seams with minimum exposure of solder, welds, and sealant. Fold back sheet metal to form a hem on the concealed side of exposed edges. Follow the metal manufacturer's recommendations for tinning, soldering, welding, and cleaning flux from metal. 3.3.2 SMACNA AND MANUFACTURER'S DETAILS. Install the work to meet the recommendations shown in the SMACNA Manual and the recommendations of the sheet metal manufacturer, except when otherwise shown or specified. In the event of a conflict between recommendations of SMACNA and the sheet metal manufacturer, the latter shall govern. 3.3.3 CONCEAL FASTENERS AND EXPANSION PROVISIONS wherever possible in exposed work and locate to minimize the possibility of leakage. Cover and seal work for a watertight installation. Provide cleat -type anchorages for metal flashing and trim wherever practical, arranged to relieve stresses resulting from building movement and thermal expansion. 3.3.4 PROVIDE FLANGES, minimum 4 inches wide, for stripping in roofing or base flashing and set in roofing cement. 3.3.5 PROVIDE FOR THERMAL EXPANSION for items which exceed 15 feet in length. Expansion joints shall be watertight, and shall be located as follows: .1 Flashing, Gravel Stops, Copings, and Trim. At 2 feet from corners and intersections and at 10 -foot centers elsewhere. 73 -90- 122 -00 07600 -4 3.3.6 OVERLAPS shall be as follows: Vertical Surfaces Slopes 6 in 12 or greater Minimum 3 inches Minimum 6 inches 3.3.7 CUT AND SHAPE LEAD SHEETS and form bends and folds to make corners and intersections. Shave and wire brush joint areas immediately before sealing joints. Install lead to meet the recommendations of the Lead Industries Association. Burn joints in lead sheets to make true welded construction without reduction in sheet thickness. Cover joints in lead sheets with powdered rosin, tack - solder, and solder joints solidly. 3.3.8 SECURE GRAVEL STOP, GRAVEL STOP - FASCIA, EDGE STRIPS, AND COPING in place with nails at 48 -inch centers. Apply plastic cement to substrate at fastener locations. Clip gravel stop and coping to edge strip and fasten through daub of sealant at 18 -inch centers. Leave space for expansion between sections. Clip joint cover at edge strip, set into plastic cement, and fasten to blocking. 3.3.9 INSTALL MANUFACTURED ITEMS to meet the manufacturer's recommendations. 3.4 CLEANING AND PROTECTION 3.4.1 TOUCH UP ABRAIDED ZINC- COATED AREAS where the coating has been damaged with a 2 -mil dry- film - thickness coating, with a high concentration of zinc dust, complying with MIL -p- 21035, specifically intended for repair of zinc coatings on steel. 3.4.2 CLEAN EXPOSED SURFACES of substances which are visible or which might cause corrosion of metal or deterioration of finish. 3.4.3 CLEAN AND NEUTRALIZE FLUX to meet the recommendations of the metal manufacturer. 3.4.4 TOUCH -UP SILICONE MODIFIED POLYESTER COATINGS on copings per. Section 07412 PREFORMED METAL ROOFING AND SOFFIT. END OF SECTION 1.0 GENERAL 1.1 RELATED ITEMS SPECIFIED Fi SEWHERE Expansion Control Section 05800 Built Up Bituminous Roofing Section 07510 1.2 REQUIREMENTS OF REGULATORY AGENCIES 1.2.1 SMOKE VENTS shall be listed by Underwriters Laboratories Inc., or shall be tested and approved by Factory Mutual Research Corp., and shall bear UL or FM labels respectively. 1.3 SUBMITTALS 1.3.1 SUBMIT shop drawings and product data in accord Section 01300 SUBMITTALS. Include model numbers, installation instructions, final and rough in dimensions and interfaces with adjacent work. 1.4 GUARANTEE 1.4.1 SKYLIGHT AND SMOKE VENT GUARANTEE. Submit, in duplicate, a written guarantee against defective design, materials or construction, or leakage, for a period of five years after Substantial Completion. Guarantee shall be made jointly by the skylight and smoke vent manufacturers and the installer. 1.5 ALTERNATES 1.5.1 ALTERNATES affecting the work of this Section 01030 ALTERNATES. 2.0 PRODUCTS 2.1 PREFORMED PVC SUPPORT FLASHING 2.1.1 PREFORMED PVC SUPPORT FLASHING, manufactured by Flash -tite Systems, Inc., may be used in lieu of pitch pockets for round roof penetrations which are 2 -3/8 inches, 3 inches, 3 -1/2 inches, or 4 inches in diameter. 2.2 ROOF TRAFFIC PADS 2.2.1 TRAFFIC PADS shall be approved be one of the following: Carey -Tred 36 x 36 x Tex - Mastic Roofwalk 36 x 72 x 73 -90- 122 -00 Whitewalk Roof Traffic Pads SECTION 07800 ROOF ACCESSORIES Section are specified in by the roofing membrane manufacturer and 3/4 inch thick 3/4 inch thick 36 x 60 x 3/4 inch thick 07800 -1 Celotex Corp. J & P Petroleum Products, Inc. W.R.Meadows, Inc. 2.3 SMOKE VENTS 2.3.1 ACRYLIC DOUBLE DOMES, clear outer and frosted (white) inner, with extruded aluminum frames and curbs, single leaf. 2.3.2 SPRING ACTIVATED cover triggered by melting of U.L. listed fusible link. 2.3.3 PROVIDE manufacturer's standard insulated curb. All aluminum components to be .062" minimum thickness with fully welded corners. Aluminum finish: manufacturer's standard. Provide adhesive backed open cell urethane seal. 2.3.4 NOMINAL SIZE 4' x 8' x 9" high. 2.3.5 WASCO PODII .1 Substitutions in accord with Section 01600 MATERIAL AND EQUIPMENT. 2.4 PREFABRICATED EQUIPMENT SUPPORT CURBS 2.4.1 SUPPORT CURBS shall be monolithic design, 12 inches high, galvanized steel construction, continuous mitered and welded corner seams, integral base plate, pressure- treated wood nailer, galvanized steel counterflashing, and shall be one of the following types and manufacture: Model CES -3 Custom Curb, Inc. Type RF Norlock Metal Products Co. Model 1S-2 Pate Company 2.5 PLASTIC SKYDOMES 2.5.1 ACRYLIC SQUARE DOME with clear outer and frosted inner dome. 2.5.2 GENERAL CONSTRUCTION shall be as specified under 2.4 SMOKE VENTS. 2.5.3 WASCO MODEL A2 .1 Substitutions in accord with Section 01600 MATERIAL AND EQUI 3.0 EXECUTION 3.1 INSTALLATION OF ROOF TRAFFIC PADS. Install traffic pads in accord with the manufacturer's printed instructions. Leave gaps between sections of traffic pads for roof drainage and install 36 -inch wide walks where shown on the Drawings. 3.1.1 INSTALL OTHER ROOF ACCESSORIES according to the manufacturer's instructions and as shown on the Drawings. END OF SECTION 73 -90- 122 -00 07800 -2 • is 3.1.2 COORDINATE INSTALLATION of roof mounted items with requirements of Section 07510 BUILT -UP BITUMENOUS ROOFING. Pre - installation of some roofing materials may precede Work of this Section per roofing manufacturer's requirement and standard details. 1.0 GENERAL SECTION 07900 SEALANTS 1.1 RELATED WORD SPECIFIED ELSEWHERE Concrete Expansion Joint Fillers Section 03251 1.2 SUBMITTALS 1.2.1 SUBMIT COLOR SAMPLES and product data for each product in accord with Section 01300 SUBMITTALS. Submit performance and composition criteria for each product. 1.3 JOB CONDITIONS 1.3.1 WEATHER AND TEMPERATURE. Install sealants on dry days with temperatures between 40F and 90F. 1.3.2 PROTECTION. Exercise special care to prevent damage to adjacent work during installation of sealants. 1.3.3 SEQUENCING .1 Install Sealant adjacent to painted surfaces before adjacent surfaces receive their final coat of paint. .2 Install Exterior Sealants after concrete is washed down and before water - repellent treatment is applied. 1.4 ALTERNATES 1.4.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS 2.1 MATERIALS 2.1.1 HOT - APPLIED ASPHALT OR RUBBER- ASPHALT SEALANTS shall be of the following types and. manufacture: ° 164 Hot Pour Rubber- Asphalt Joint Sealer W.R. Meadows, Inc. 2.1.2 COLD- APPLIED RUBBER - ASPHALT SEALANTS shall be of the following manufacture: 158 Cold - Applied Ruhbc:r- Asphalt Joint Sealer W.R. Meadows, Inc. 2.1.3 ACRYLIC LATEX SEALANT shall be DAP 230 AC -20 Acrylic Latex Calk Glidden Macco Latex Sikaflex 420 Sonolac Acrylicalk Mono Easaply Acrylic Latex Sealant 73 -90- 122 -00 of the following types and manufacture: DAP Inc. Pecora Corp. SCM Corporation Sika Chemical Corp. Sonneborn Building Products Standard Drywall Products, Inc. Tremco Manufacturing Co. W.R. Meadows, Inc. 07900 -1 type and Chem -Calk 600 Woodmont Products, Inc. 2.1.4 SILICONE SEALANT, FS TT- S- 001543A, Class A, color to match adjacent surfaces, or clear and of the following types and manufacture: Mildew - resistant Sealant Dow Corning Corp. SCS -1702 General Electric Silicon W.R. Meadows, Inc. 2.1.5 BUTYL BUILDING SEALANT, FS TT-S- 001657, shall be butyl polymer of the following types and manufacture: Butyl -Flex Butyl Rubber Caulking BC -158 Butyl Rubber Sealant Sikaflex 450 Butakauk Tremco Butyl Sealant Calk 300 73 - 90 - 122 - 00 07900 - 2 AP Inc. (Durex) Metropolitan Roofing Supplies Co., Inc. Pecora Corp. Sika Chemical Corp. Sonneborn Building Products Tremco Manufacturing Co. Woodmont Products, Inc. 2.1.6 PRIMER shall be of the type and manufacture recommended by the sealant manufacturer for use with the sealant specified and the abutting materials. 2.1.7 BACKER ROD shall be a closed -cell polyethelene or an open -cell polyurethane rod recommended by the sealant manufacturer, of a diameter 1/8 inch greater than the joint width up to 3/4 -inch diameter and 1 -inch diameter for 3/4 -inch wide joints. 2.1.8 BOND BREAKER, where required to break the bond between sealant and the back -up material or joint filler, shall be a tape material recommended by the sealant manufacturer, or shall be polyethelene film. 2.1.9 PREFORMED SEALANT shall be E- neoprene resilient extrusion manufactured by Acme Highway Products Corp. Series and style shall be in accord with the manufacturer's recommendations for the respective application at the time of the installation. 2.1.10 PREFORMED SEALANT ADHESIVE shall be Prima -Lube Adhesive manufactured by Acme Highway Products Corporation. 2.1.11 PREFO' I4' SEALANT ADHESIVE shall be Prima -Lube Adhesive, manufactured by Acme Highway Products Corporation. 2.1.12 PRECOMPRESSED EXPANDING SEALANT shall be Will -Seal black polyurethane impregnated neoprene foam sealant, self adhesive roll, or stick form manufactured by Illbruck, Troy, Mi. 2.2 MIXING 2.2.1 MIX TWO -PART SEALANTS by mixing the activator with the resin, uniformly and thoroughly, in the proportions supplied to meet the recommendations of the sealant manufacturer. Mix sealant in a mechanical mixer, except very small amounts may be hand mixed with a trowel. 3.0 EXECUTION 3.1 PREPARATION 3.1.1 CLEAN DOWN joint surfaces using oilfree solvent for metal, glass, and other nonporous surfaces and by wire brushing concrete and masonry surfaces. Surfaces to receive sealant shall be sound, clean, and dry, and free of frost, laitance, curing compounds, waterproofing compounds, mastic compounds, corrosion, mill scale, rust, oil, tar, wax, paint, mastic, and similar contaminates. Sandblast concrete in contact with form release agents. 3.1.2 MASK,ADJACENT AREAS if necessary to obtain a neat sealant line. 3.1.3 PRIME concrete, masonry, wood, and similar porous surfaces. Brush out excess material to insure a uniform film over the whole joint face. Allow primer to dry out before applying sealant. 3.2 INSTALLATION 3.2.1 INSTALL BACKER ROD with a blunt rod or plain faced roller. Recess into joint to meet the requirements of the sealant manufacturer's recommendations for joint width and depth ratio. Do not puncture, fold, twist, or crease backer rod. 3.2.2 INSTALL BOND BREAKER where sealant would otherwise bond to backer rod or joint filler. 3.2.3 INSTALLATION OF HOT- APPLIED SEALANTS. Apply sealant at the temperature recommended by the sealant manufacturer. Do not exceed the safe heating temperature. Pour into joints and fill to within 1/8 inch of surface. 3.2.4 INSTALLATION OF COLD- APPLIED SEALANTS. Apply sealant by holding the gun nozzle at an angle of about 45 degrees and moving steadily along the joint so that a uniform bead is applied without dragging, tearing, or leaving . unfilled spaces. Push the bead rather than draw it with the gun leading. Fill joints in vertical surfaces level with adjacent surfaces and tool within ten minutes of application with one continuous stroke to insure intimate contact with the joint faces, to remove any trapped air or voids, to consolidate material, and to provide a neat, uniform appearance. 3.2.5 INSTALLATION OF PREFORMED SEALANT. Apply preformed sealant adhesive to both joint surfaces immediately prior to seal installation. Install preformed sealant in accord with the manufacturer's recommendations and recess 3/8 inch. 3.2.6 INSTALLATION OF PRECOMMPRESSED SEhi,ANT. Apply adhesive side of sealant to one side of the joint and press firmly as the entire length is installed in accord with the manufacturer's recommelidhcluns. 3.3 CLEANING AND PROTECTION 3.3.1 CLEANING. Remove masking immediately after application and tooling operations are complete. Clean excess or spilled sealant from nonporous surfaces with solvent before curing. Clean excess or spilled sealant from porous surfaces with abrasive or mechanical means after curing. 73 -90- 122 -00 07900 -3 3.3.2: PROTECT SEALANT where bituminous material is to be applied over thermosetting joint sealant with vinyl or polyethelene sheet material. 3.4 SCHEDULE OF APPLICATION 3.4.1 APPLY HOT - APPLIED ASPHALT, RUBBER - ASPHALT, OR COLD- APPLIED RUBBER - ASPHALT SEALANTS at the following locations: At pavement and walk expansion joints Where walks abut structural slabs or stoops Where walks abut exterior walls of building Where exposed interior concrete slabs abut vertical surfaces 3.4.2 APPLY SILICONE SEALANT at the following locations: At Skydomes and Smoke Vents 3.4.3 APPLY PREFORMED SEALANT at the following locations: At joints between concrete walls and joints in floors. END OF SECTION Division:8 Doors and Windows Section 08100 Metal Doors and Frames 08100 1 ;2 Section 08360 Overhead Doors . 08360 - 1;2 1.0 GENERAL SECTION 08100 METAL DOORS AND FRAMES 1.1 RELATED WORK SPECIFIED ELSEWHERE Caulking and Sealants Section 07900 1.2 DESCRIPTION 1.2.1 WORK SPECIFIED UNDER THIS SECTION includes 1 -3/4 -inch thick, 16 -gauge metal doors in 14 -gauge metal frames regardless of hardware types. Doors and frames shall be provided together as a unit. 1.3 QUALITY ASSURANCE 1.3.1 CODES AND STANDARDS. Metal doors and frames shall be constructed to conform to CS 242 -62, PS 4 -66, and Steel Door Institute Standard SDI -100. 1.4 HARDWARE TEMPLATES 1.4.1 HARDWARE TEMPLATES shall be furnished to the fabricator by the hardware manufacturer. The fabricator shall drill and tap holes and make cutouts and reinforcement in doors and frames to receive hardware in a neat and proper manner. 1.5 SUBMITTALS 1.5.1 SUBMIT SHOP DRAWINGS in accord with Section 01300 SUBMITTALS. Shop drawings shall show quantities, types, and locations. Door and frame construction shall be fully detailed showing weights of material, finish and framing. 1.6 DELIVERY, STORAGE AND HANDLING 1.6.1 DELIVERY AND STORAGE. .1 Doors shall be shipped individually packed. Ship frames with angle spreaders at door opening bottoms. Store doors and frames on the building site, in an upright position, under cover, on wood sills or floors, in a manner that prevents rust or damage. Ventilate canvas or plastic covers to prevent moisture traps. 1.7 AL re 'TES 1.7.1 ALTERNATES affecting the work of this section are specified in Section 01030 ALTERNATES. 2.0 PRODUCTS 2.1 HOLLOW METAL DOORS 2.1.1 FACE SHEETS AND FILLERS. Face sheets shall be 18 -gauge cold rolled stretcher - leveled steel internally welded to steel stiffeners of sufficient strength and spacing to support the face sheets against impact and to assure flat face sheet surfaces, or shall be bonded to a rigid polystyrene, polyurethane, or a resin - impregnated honeycomb core. If steel stiffeners are used, fill doors with mineral rock wool or fiberglass, or sound deaden inside faces of face sheets. 73- 90- 122 -00 08100 - 2.1.2 VERTICAL EDGES shall be minimum 16 -gauge channels with each face sheet wrapped around the channels, meeting at the center of the edge, with the resulting seam closed, welded shut, and ground smooth. Other methods of edge fabrication are acceptable if they provide equivalent strength and concealed seams. 2.1.3 TOP AND BOTTOM EDGES shall be 16 -gauge steel channels. The back of the channel shall be flush with the top and bottom of face sheets. Inverted channels, if used, shall have filler caps. Tops shall be smooth and flush. 2.1.4 HARDWARE PREPARATION. Doors shall be mortised, reinforced, drilled, and tapped for mortise butts and cylindrical lock sets and reinforced for surface- applied hardware. Hinge reinforcing shall be 7 -gauge or heavier steel plate, continuous from top to bottom. Closer reinforcing shall be minimum 12 -gauge steel, and other reinforcing shall be 14 -gauge steel. 2.1.5 WELDS shall be ground invisible, and depressions shall be filled smooth. 2.1.6 SHOP PAINT. After fabrication, thoroughly clean doors and degrease, phosphatize, and paint with a rust- inhibitive primer. 2.1.7 UNDERCUT doors 1/2 inch. 3.0 EXECUTION 3.1 INSTALLATION OF METAL DOORS AND FRAMES 3.1.1 INSTALL FRAMES plumb, square, straight, true, rigidly secured in place, and properly braced. Anchor frames securely to floor and at jambs. Weld field joints, grind smooth, and fill with body putty to completely conceal seams and to form a smooth unbroken finished surface. Where frames are anchored with bolts, bolts shall be countersunk and surface made smooth with putty. Hang hollow metal doors, preserving clearances. END OF SECTION 1.0 GENERAL 1.1 RELATED WORK Dock Levelers Dock Seals and Bumpers 1.2 QUALITY ASSURANCE 1.2.1 PROVIDE EACH DOOR as a complete unit by one manufacturer, including hardware, accessories, mounting and installation components. 1.2.2 INSTALLER shall have a minimum of 2 years experience installing doors of this type and be approved in writing by the door manufacturer to install its products. 1.3 SUBMITTALS 1.3.1 SUBMIT MANUFACTURER'S PRODUCT DATA, installation instructions and maintenance information. 1.3.2 SUBMIT SHOP DRAWINGS indicating door components and anchoring method, fully dimensioned. 1.4 ALTERNATES 1.4.1 ALTERNATES affecting the Work of this Section are specified in Section 01100 ALTERNATES. 2.0 PRODUCTS SECTION 08360 OVERHEAD DOORS 2.1 ACCEPTABLE MANUFACTURERS Walter Balfour & Co., Inc. The Cookson Co. Cornell Iron Works, Inc. Crawford Door Co., Kinnear Div., Harsco Corp. North American Door, Div. of Jim Walters Overhead Door Corp. Windsor Door Co., Div. Ceco Corp. 2.2 OVERHEAD DOORS 2.2.1 PROVIDE OPERATING DOOR ASS,' BLIES complete with frames, sections, brackets, guides, tracks, counit,• balance and hardware, including the following: Operation: Manually operated, vertical lift. Material: 20 gage galvanized, phosphatized steel factory primed for field painting. Panel Construction: 2 inches nominal thickness, ribbed and grooved for extra strength, and tongue and grooved or rabbeted at panel joint 73 -90- 122 -00 08360 -1 Section 11161 Section 11164 edges. Panel fully insulated with urethane or polyisocyaninate foam R 10 minimum. Tracks: Manufacturer's standard galvanized steel with appropriate brackets or angles for mounting on substrates per the Drawings. Wind Load: Minimum design load of 25 psf inward and outward. Weatherstripping: PVC bottom seal full width of door held in a continuous metal retainer. 3.0 •EXECUTION 3.1 INSTALLATION OF OVERHEAD DOORS 3.1.1 INSTALL OVERHEAD DOORS securely anchored in a straight, plumb, and level condition, without distortion, in accord with the manufacturer's installation details and instructions. END OF SECTION 73- 90- 122 700 [ DIVISION 9 FINISHES Division 9 - Finishes Section 09900 Painting . . . • . 09900 - 1;5 1.0 GENERAL SECTION 09900 PAINTING 1.1 RELATED WORK Urethane Slab Finish Section 03300 Finish on Glued- Laminated Structural Units Section 06170 1.2 QUALITY ASSURANCE 1.2.1 Provide evidence that paint materials are the manufacturer's top -of -the line best -of -grade for each product used. 1.3 SUBMITTALS 1.3.1 SUBMIT samples of each type of finish and color to the Owner's Representative. Submit paint samples on 8 -1/2 -inch x 11 -inch Mead Mark I cover paper, coated on one side, with paint sprayed or applied with a foam rubber roller. Submit samples within 30 days after the Contract date. On the back of paint samples, show the paint manufacturer and trade name of the proposed paint. 1.3.2 SUBMIT manufacturer's data on each coating specified. Include coating manufacturer's recommended minimum dry thickness for each system specified. 1.3.3 SUBMIT manufacturer's full range of colors for selection by the Owner's Representative. A minimum of 15% of colors used will be deep pigmented colors. 1.3.4 EXTRA MATERIALS: Furnish the Owner with two gallons of each color and type of finish, sealed and unused, together with mixing formulae (with matching information). Furnish two copies of this information to the Owner's Representative in addition to the instructions attached to paint containers. 1.4 DELIVERY, STORAGE AND PROTECTION 1.4.1 DELIVER MATTRIALS in their original containers with seals unbroken and labels intact. . 1.4.2 STORE MATERIALS in a well ventilated place with containers closed. Keep storage place neat and clean, and correct any damage thereto or to its surroundings. Remove any oil, rags, waste, etc., from the building every night and take every precaution to avoid the danger of fire. 1.4.3 PROTECT THE WORK of other trades and adjacent surfaces not being i:inted by removal, masking non - absorbent plastic sheei.ing and other precautions as necessary. 1.5 JOB CONDITIONS 1.5.1 TEMPERATURE of surfaces and surrounding air shall be between 50 degrees F. and 90 degrees F. during painting and drying. 1.5.2 DO NOT PAINT SURFACES if wet or damp. Surfaces must be clean and dry. 73 -90- 122 -00 09900 -1 1.5.3 WEATHER. Do not apply exterior paint in rain, snow, fog, or mist, or when relative humidity exceeds 85 percent. 1.5.4 PROTECTION. Protect adjacent work by drop cloths, masking tape, or other suitable coverings. 1.6 ALTERNATES 1.6.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS ARE AS FOLLOWS: Benjamin Moore & Co. Dupont Lucite Paints Fuller O'Brien Glidden - Durkee Division, SCM Corporation PPG Industries, Inc. Pratt and Lambert, Inc. The Sherwin - Williams Co. Tnemec Company, Inc. 3.0 EXECUTION • 2.2 MATERIALS 2.2.1 PROPRIETARY PRODUCTS used to designate colors or materials are not intended to imply that products of the named manufacturer are required to the exclusion of equivalent products and manufacturers. 2.2.2 LEAD CONTENT in pigment shall not exceed 0.5 percent lead metal by weight of the total nonvolatile liquid content or dry film of paint surfaces. 3.1 INSPECTION 3.1.1 CONDITION OF SURFACES. Examine surfaces which are scheduled to receive coatings. Identify any surfaces which cannot be put into proper condition for finishing by customary cleaning, sanding, puttying, or other similar preparation operations. Application of the first coat shall constitute acceptance of surfaces as fit and proper to receive finish. 3.1.2 NONFERROUS METALS. Copper, bronze, chromium plate, nickel, stainless steel, aluminum, and Monel metal shall not be painted or finished, except as specified otherwise. 3.1.3 CONCEALED SURFACES, AREAS, AND INACCESSIBLE AREAS, including crawl spaccc, furred areas, utility tunnels, pipe spaces, duct shafts, and elevator shafts, do not require paint, unless specified otherwise. Paint inside of ductwork exposed to view. " 3.1.4 OPERATING PARTS, such as valve and damper operations, linkages, sinkages, sensing devices, and motor and fan shafts, do not require paint, unless specified otherwise. 73 -90- 122 -00 09900 -2 3.1.5 LABELS AND PLATES, such as Factory Mutual and Underwriters Laboratories' labels and equipment identification, performance, name, and nomenclature plates, shall not be painted. 3.1.6 FACTORY - PRIMED PRODUCTS AND MATERIALS do not require job - applied prime coats. 3.2 SURFACE PREPARATION 3.2.1 REMOVE hardware, machined surfaces, plates, lighting fixtures, and similar items, which are not to be painted, or apply protective coverings before commencing surface preparation. Re- install these items in each room after painting is complete and dry. 3.2.2 CLEAN surfaces free of dirt, rust, scale, grease, and moisture. 3.2.3 CEMENTITIOUS MATERIALS .1 Remove efflorescence, chalk, dust, dirt, grease, and oils and roughen as required to remove glaze. .2 Correct alkalinity if this condition will cause blistering and burning of finish paint. .3 Do Not Paint surfaces where moisture content exceeds eight percent, unless permitted otherwise in manufacturer's printed directions. .4 Acid Etch concrete floor surfaces scheduled to be painted with a commercial solution of muriatic acid or other proprietary cleaner. Flush floor with clean water to neutralize acid and allow to dry before painting. 3.2.4 WOOD .1 Clean wood surfaces to be painted of dirt, oil, or other foreign substances with scrapers, mineral spirits, and sandpaper. Sand exposed surfaces smooth and dust off. .2 Scrape and Clean knots and apply a thin coat of white shellac or other knot sealer to knots, pitch streaks, and sappy spots before application of priming coat. .3 Prime, Stain, or Seal wood to be painted immediately upon delivery to site. Prime edges, ends and faces. 3.2.5 FERROUS META .1 Wash nonprimed metal surfaces with mineral spirits to remove dirt and grease acid r z:snove rust or scale by wire brushing or sand papering clean. .2 Omit prime coat on metal surfaces which have been shop primed. .3 Wire Brush damaged shop - applied prime coats and touch -up with the same primer as shop coat. 73 -90- 122 -00 09900 -3 .4 Apply barrier coat or remove primer and reprime shop - primed surfaces with primers that are compatible with finish coats. 3.2.6 GALVANIZED METAL. Clean and treat chemically with a compound designed for this purpose, such as "Lithoform," "Stibley," or "Solfo Metallic Coat," in accord with the manufacturer's instructions. 3.2.7 PREVIOUSLY PAINTED SURFACES. Sand hard glossy finishes to insure adhesion. Spot prime with primer specified for new surfaces where existing paint or primer has been partially removed by blistering, peeling, rupture, or cracking. Completely remove existing finish if 25 percent or more of the existing finish has failed or can be easily scraped off the surface. 3.3 MIXING 3.3.1 MIX AND PREPARE paint in accord with the manufacturer's recommendations. Tint undercoats to match finish coats. 3.4 APPLICATION 3.4.1 GENERAL. Under adequate illumination, apply materials with brush, roller, or spray in accord with the manufacturer's recommendations. Spread evenly and flow on smoothly without runs, sags, or other surface imperfections. Neatly draw color break lines. 3.4.2 APPLY SECOND COAT only after first coat is thoroughly dry. Sand with fine sandpaper between enamel and varnish coats applied to wood or metal. 3.4.3 APPLY SUBSEQUENT COATS when stains, undercoats, or other conditions show through final coat of paint, until the paint film is of uniform finish, color, and appearance. 3.4.4 SPRAY APPLICATION OF PAINTS is permitted on surfaces provided the application is by airless -type spray equipment, and provided the application by spray is followed by a roller on ceiling surfaces. Roller shall thoroughly work paint into pores for complete surface coverage. Conventional paint spray equipment is permitted on metal door frames, metal doors, and metal fabrications. Sprayed surfaces shall be smooth, free of imperfections and paint runs, and shall be completely covered by each coat. Do not double back to build up total film thickness of two coats in one pass. 3.4.5 APPLICATION OF PAINT at interior plywood roof deck: Contractor's option. .1 Paint joists and deck on the ground prior to erection if panelized construction method is used. .2 Mask glue- lamiliat . ,.kits (purlins and beams) from the bottom of the joists down and paint underside of deck and the joists. .3 Paint beams and purlins along with joists and deck, masking only the walls and connectors, and columns. 73- 90- 122 -00 09900 -4 3.5 ADJUSTING AND CLEANING 3.5.1 CLEAN adjacent and other surfaces smeared or splattered as a result of the painting. 3.6 PAINT AND STAIN SCHEDULE 3.6.1 EXTERIOR WORK PAVEMENT MARKING 2 coats P & L FERROUS METAL 1 coat Tnemec Series 66 Hi -Build Epoxoline 4.0 - 6.0 DFM per coat 1 coat Tnemec Series 70 Endura- Shield 1,5 - 2.5 DFM per coat GALVANIZED METAL 1 coat Tnemec Series 66 Hi -Build Epoxoline 4.0 - 6.0 DFM per coat 1 coat Tnemec Series 70 Endura- Shield 1.5 - 2.5 DFM per coat FERROUS METAL 1 coat 1 coat 1 coat 1 coat FERROUS METAL 1 coat Tnemec 4 -55 Vesare 2.0 - 3.5 DFM 2 coats Tnemec Series 2 Tneme -Gloss 1.5 - 2.5 DFM per coat ALUMINUM 1 coat 1 coat P &L P & L P & L P & L P &L P & L Traffic Paint Interior Trim Primer Vapex Flat Wall Finish WOOD JOISTS AND PLYWOOD DECK (PAINTED) 1 coat P & L Pro -Hide Primer Undercoating 1 coat P & L Pro -Hide Latex Satin Flat 3.7 PAINT AND STAIN COLOR SCHEDULE 3.7.1 PAINT AND STAIN COLORS shall be selected by the Owner's Representative. 3.7.2 PAINT COLOR SCHEDULE: To be determined. END OF SECTION 73 - 90 - 122 -00 09900 - 5 Interior Trim Primer Vitralite Undercoating Vitralite Enamel, Eggshell Dull Cellu-Tone, Satin Division 10 = Specialties Section 10250 Firefighting Devices 1.0 GENERAL 1.1 REQUIREMENTS OF REGULATORY AGENCIES 1.1.1 UNDERWRITERS' LABEL. Fire extinguishers shall bear the label. of Underwriters Laboratories Inc., with a rating of 4A, 40BC shown on the label. 1.2 SUBMITTALS 1.2.1 SUBMIT SHOP DRAWINGS to the Architect- Engineer in accord with the General Conditions and General Requirements. 1.3 ALTERNATES 1.3.1 ALTERNATES affecting the work of this Section are specified in Section 01100, Alternates. 2.0 PRODUCTS 2.1 FIRE EXTINGUISHERS AND CABINETS 2.1.1 FIRE EXTINGUISHERS shall be 10 -pound extinguishers A, B, C Type with steel cylinders and pressure - indicating gauges, shall include wall - mounting brackets when installed at locations other than in fire extinguisher cabinets, and shall be one of the following types and manufacture: 3.0 EXECUTION SECTION 10250 FIREFIGHTING DEVICES Cosmic E J.L. Industries Model MP 10 Larsen Manufacturing Co. 3.1 INSTALLATION 3.1.1 INSTALL FIRE EXTINGUISHERS at locations shown on the Drawings. Top of extinguisher shall be 5' -4" above finish floor. END OF SECTION DIVISION 11 Division 11 — Equipment Section 11161 Dock Levelers 11161 1;2 Section _11164 Dock Seals and &nnpers . 11164 1;2 1.0 GENERAL 2.0 PRODUCTS SECTION 11161 DOCK LEVELERS 1.1 RELATED WORK Overhead Doors Section 08360 Dock Seals and Bumpers Section 11164 1.2 REFERENCES American National Standards Institute /American Society of Mechanical Engineers (ANSI /ASME) MH14.1 "Loading Dock Levelers and Dockboards." 1.3 SUBMITTALS 1.3.1 SUBMIT MANUFACTURER'S PRODUCT DATA indicating the model specified, features and installation instructions. Provide certified test data indicating compliance with ANSI /ASME 14.1 for determining rated capacity specified. 1.3.2 SUBMIT SHOP DRAWINGS indicating required pit dimensions and wiring diagrams erection details, materials, finishes, attachments and manufacturer's installation instructions. 1.3.3 SUBMIT OPERATION AND MAINTENANCE DATA, including servicing requirements, complete parts lists and the name, address and telephone number of the manufacturer's nearest authorized service representative. 2.1 ACCEPTABLE MANUFACTURERS Kelly Company, Inc. Rite -Hite Corporation Substitutions in accordance with Section 01600 MATERIAL AND EQUIPMENT. 2.2 DOCK LEVELER 2.2.1 PROVIDE DOCK LEVELERS with hinged lip, hydraulically operated, fully recessed into the floors, complete with all controls and wiring and meeting the following: .1 Deck size: 7' -0" wide x 8' -0" long nominal. .2 Working service range: 12" above deck level and 12" below dock level. .3 Capacity: Leveler shall support a minimum gross moving load of 25 : 000 rounds without permanent deflection or distortion as determined by actual tests in accord with ANSI /ASME MH 14.1 requirements. .4 Controls: Manufacturer's standard heavy duty, shielded, control station, remote - mounted 460 V 3 phase. Provide internal wiring to a common junction box for connection to building power. 73 -90- 122 -00 11161 -1 .5 Operation: Continually pushed button causes ramp to rise and lip to extend. Ramp and lip lower to truck bed when button released. Automatic retraction of lip and return to stored position when truck pulls away. Capability to return to stored position prior to truck departure. Emergency stop button to lock ramp in any position in operating range, supporting rated capacity when locked. Electrical power failure to lock ramp in place and provide full rated capacity support in the event of failure. .6 Construction: Manufacturer's standard consisting of structural and formed galvanized steel frame, fully welded. Self cleaning hinge allowing a minimum of 4 inches of side -to -side tilt without forming gap at rear of ramp. Ramp deck and lip surface: steel raised four way safety plate. Minimum ramp thickness 3/8 -inch galvanized steel. .7 Night Locks: Provide means to prevent extension of lip and lowering of ramp when overhead doors are closed and locked. .8 Safety Devices: Provide toe guards at open sides of rising ramp, mounted flush with edges of ramp and projecting .below the ramp. Guards to cover entire range of ramp operation above surrounding floor level. Provide maintenance strut for positive support of ramp in up position during leveler maintenance. .9 Finish: Ramp and lip: provide abrasive non -skid coating. Remainder of leveler: provide manufacturer's standard baked enamel finish. Toe guards shall be safety yellow, remainder of color: manufacturer's standard. .10 Kelly Model H708K. 3.0 EXECUTION 3.1 EXAMINATION 3.1.1 EXAMINE DRAWINGS and field conditions to receive levelers for defects that will adversely effect the Work and for deviation beyond allowable tolerances. Beginning of installation shall mean acceptance of existing conditions as capable of producing an acceptable job. 3.2 PREPARATION 3.2.1 PROVIDE PIT FRAMES and anchors, rough -in sizes and templates for incorporation into the Work. 3.3 INSTALLATION 3.3.1 INSTALL in accordance with manufacturer's instructions. Set square and level; anchor flush to surrounding dock height. Adjust installed levelers for smooth, balanced operation. Coordinate and connect electrical service in accordance with Division 16 ELECTRICAL and in accordance with the N.E.C. END OF SECTION 73- 90- 122 -00 11161 -2 1.0 GENERAL 1.1 RELATED WORK Overhead Doors Dock Levelers 1.2 SUBMITTALS 1.2.1 PRODUCT DATA: Submit manufacturer's descriptive literature; indicate shop and erection details, including dimensions, material finishes and attachments, typical details and manufacturer's installation instructions. 1.2.2 SHOP DRAWINGS: Submit drawings indicating erection details, materials, attachments and interface with surrounding materials and products. 2.0 PRODUCTS 2.1 DOCK SEALS 2.1.1 ACCEPTABLE MANUFACTURERS .1 Frommelt Series 900 SECTION 11164 DOCK SEALS AND BUMPERS Section 08360 Section 11164 .2 Substitution in accordance in Section 01600 MATERIAL AND EQUIPMENT. 2.1.2 FABRIC -FACED solid foam pads at overhead door jambs and heads meeting the following requirements: .1 Jamb and fixed -head pads 12 -inch wide x 12 -inch projection, high density foam. .2 Fabric 16 ounce hypalon base fabric; 40 ounce hypalon on head face. Provide 40 ounce hypalon armor pleats, overlapping shingle style with 8 -inch exposure on the jamb pads. .3 Size seals to match openings, in concrete panels and overhead doors. .4 Manufacturer's standard pressure preservative treated wood frame. .5 Color: standard black with 3" yellow guide stripe. 2.2 BUMPERS 2.2.1 ACCEPTABLE MANUFACTURERS Kelly Company Durable Mat Company • Substitutions in accord with Section 01600 MATERIAL AND EQUIPMENT 2.2.2 FABRIC REINFORCED laminated rubber pads out from truck tires, 4 -1/2" thick with galvanized steel rods between 3 x 2 -1/2 x 1/4 -inch galvanized 73- 90- 122 -00 11164 -1 steel; angle end plates.. Size: 12 -inch high x 14 -inch long. 2.2.3 ATTACHMENT HARDWARE: 3/4 -inch diameter galvanized bolts and expansion shields. 3.0 EXECUTION 3.1 EXAMINATION 3.1.1 EXAMINE DRAWINGS and field conditions for defects that will adversely . affect the Work and for deviations beyond allowable tolerances. Commencement of installation shall mean acceptance of existing conditions as, capable of . producing an. acceptable job. 3.2 INSTALLATION 3.2.1 INSTALL in accord with manufacturer's written instructions. 3.2.2 INSTALL level and plumb. 3.2.3 COORDINATE bumper locations with dock levelers to assure proper function. 73 -90- 122 -00. Division 12 - Furnishings Not used. DIVISION 12 FURNISHINGS Division 13 - Special Construction Not used. Division .14.- Conveying Systems Not used. 73 -90- 122 -00 Division 15 - Section Section Section Section Section Section Section DIVISION 15 MECHANICAL Mechanical 15010 Mechanical Requirements 15015 Materials, Products and Equipment 15070 Piping Specialties . 15140 Motors and Controls . 15470 Natural Gas Piping Systems. 15510 Fire Protection System... ,. 15740 Heating and Ventilating Equipment . . • 15010 - 1;3 15015. 1;2 15070 1;3 15140 - 1;2 . 15470 - 1;1 15510 - 1;6 15740 - 1;4 1.0 GENERAL SECTION 15010 MECHANICAL REQUIREMENTS 1.1 MECHANICAL REQUIREMENTS 1.1.1 THIS SECTION is supplemental to the General and Supplementary Condi- tions and the General Requirements of these Specifications. These Sections shall apply to phases of the Work specified, shown on the Drawings, or required to provide for the complete installation of the mechanical systems for this project. 1.2 CODES AND STANDARDS 1.2.1 WORK shall meet the requirements of applicable sections of the latest codes and standards of the following organizations: American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE) American Society of Mechanical Engineers (ASME) American Water Works Association (AWWA) Uniform Building Code Uniform Mechanical Code Uniform Plumbing Code Uniform Fire Code Uniform Fire Code Standards • Life Safety Code National Electrical Code (NEC) National Electrical Manufacturers Association (NEMA) National Fire Protection Association (NFPA) Occupational Safety and Health Act (OSHA) Regulations of Local Utilities Companies Sheet Metal and Air Conditioning Contractors National Association (SMACNA) 1.2.2 THESE CODES, STANDARDS AND REGULATIONS shall take precedence if the Drawings and Specifications are not in conformance therewith. 1.3 FIELD STORAGE OF MATERIALS 1.3.1 STORE MATERIALS AND EQUIPMENT indoors at the jobsite, or, if this is not possible, store on raised platforms and protect from the weather by means of waterproof covers. Coverings shall permit circulation of air around materials to prevent condensation of moisture. Screen or cap openings in equipment to prevent the entry of vermin. 1.4 VERIFICATION OF CONTRACT DRAWINGS 1.4.1 THE DRAWINGS indicate the proper sizes and general arrangement for piping, fixtures, ductwork and. equipment. Locations of risers shown are approximate only, and shall be verified in the field by the Contractor. As the Drawings are small scale, it is not possible to show the necessary offsets, fittings and accessories. Investigate the structural and finished conditions and arrange equipment accordingly, furnishing such fittings, offsets, and accessories as may be required at no additional expense to the 73 -90- 122 -00 15010 -1 Owner. If it becomes necessary to make a change in location or building construction, consult with the Owner's Representative before making any change. Any such change approved by the Architect - Engineer shall be made without added cost to the Owner. Under no circumstance shall the sizes indicated on the Drawings be changed without first having the written approval of the Owner's Representative. 1.4.2 DETERMINE, AND BE RESPONSIBLE FOR, the proper location and character of hangers, chases, sleeves, and other openings in the construction required for the Work, and obtain this information well in advance of the construction progress so Work will not be delayed. Rough -in fixtures, etc., must be laid out accurately. Connections to equipment of the same class shall be equal heights, plumb, and at right angles to the wall, unless otherwise directed. 1.4.3 FINAL LOCATION of hangers, etc., required for each installation must be coordinated with facilities required for other installations and the work of other trades, to prevent interference. 1.4.4 TAKE EXTREME CAUTION not to install work that connects to equipment until such time as complete shop drawings of such equipment have been approved by the Owner's Representative. Any work installed by the Contractor prior to approval of shop drawings will be at the Contractor's risk. 1.5 LEAK DAMAGE 1.5.1 THE CONTRACTOR shall be responsible for damages to the building or its contents, people, etc., caused by leaks in any of the equipment installed by him, through equipment or material failures, disconnected pipes or fittings, or by overflows, and shall make, at his own expense, repairs to fixtures and equipment so damaged. 1.6 OPERATION AND MAINTENANCE MANUAL 1.6.1 AT THE TIME OF PURCHASE OF EQUIPMENT, the Contractor shall request four copies of operation, lubrication, and maintenance manuals for major items of equipment. Assemble literature in coordinated manuals with additional information describing the combined operation of field - assembled units, including as -built wiring diagrams and lubrication data. Manuals shall also contain the names and addresses of the manufacturer and the local repre- sentative who stocks or furnishes repair parts for the items of equipment. Submit four manuals under provision of Section 01700. 1.7 PLACING SYSTEMS IN OPERATION 1.7.1 AT THE COMPLETION OF THE WORK, and at such time as the Owner shall direct, prior to final acceptance, the Contractor shall put into satisfactory operation the various systems installed under the Specifications and Drawings. At no additional cost to the Owner, furnish the services of a person completely familiar with the installations performed under this Specification, to instruct the Owner's operating personnel in the proper operation, and servicing of the equipment and systems. These services shall be available for a period of not less than two days. 2.0 PRODUCTS Not used. 73- 90- 122 -00 15010 -2 • 3.0 EXECUTION: Not used.. 73 -90- 122 -00 15010= 1.0 GENERAL 2.0 PRODUCTS SECTION 15015 MATERIALS, PRODUCTS AND EQUIPMENT 1.1 RELATED WORK Drainage Structures, Pipe and Fittings Sanitary Sewer System Mechanical Requirements Piping Specialties Natural Gas Piping System Fire Protection System Heating and Ventialting Equipment Section 02430 Section 02722 Section 15010 Section 15070 Section 15470 Section 15510 Section 15470 1.2 READ 1.2.1 READ the General Conditions and General Requirements. They are binding to the Work of Division 15 MECHANICAL. 1.3 WORK INCLUDED 1.3.1 THE WORK INCLUDED in this section includes all piping specified herein and indicated on the drawings. 2.1 PIPING 2.1.1 WASTE PIPING shall be cast -iron hub - and - spigot with compression fitting and shall meet ANSI A- 112.5.2; ASTM A 74; or FS WW -P -401. 2.1.2 GAS PIPING shall be Schedule 40, black steel, with threaded or welded joints, and shall meet ANSI B 36.1; ASTM A53; or FS WW -P -401. Cast iron fittings shall meet ASTM A 126, Class B; ANSI B -16.4; or FS WW -P -501 (threaded); ANSI B -16 -9; ASTM A 106, Grade B; or ASTM A 234, Grade B (welded). Dimensional standards are not required. Welding fitting shall be factory fabricated. 2.1.3 SPRINKLER PIPING. See Section 15510, FIRE PROTECTION SYSTEM. 2.2 VALVES 2.2.1 GAS COCKS shall be 125 psi, non - shock, WOG, bronze, tee head, valve, and shall meet ASTM B 62. 2.2.2 GAS PRESSURE REGULATOR shall be Maxitrol, or approved equal, Model 325 - 5,,1/2 x 1/2, with a capacity of 90 CFH at 0.50 inches pressure drop. 2.2.3 GAS SHUT -OFF and 5/8 -inch stainless steel flexible !es line shall be furnished with radiant heating burner unit. See Section 15470, Heating and Ventilating Equipment. • 2.2.4 SPRINKLIER VALVES. See Section 15510, FIRE PROTECTION SYSTEM. 73- 90- 122 -00 15015 -1 3.0 EXECUTION 3.1 PIPING WORK - GENERAL 3.1.1 OFF8Et3 IN PIPING. The drawings do not show exact details of all piping. No extra payment will be allowed where obstructions in the work of other trades or work under contract require offsets in the piping. 3.1.2 PROTECT all equipment from damage until accepted by the Owner. 3.2 WASTE PIPING 3.2.1 PITCH all piping to invert elevations shown on Drawings. 3.2.2 PRESSURE TEST systems in accordance with UPC. 3.2.3 CLEANOUTS. Provide all cleanouts shown or where necessary for cleaning of pipe. Cleanouts shall be closed with flush brass screw plugs. Cleanouts under concrete shall have a flush plate at floor lines. 3.2.4 ALL PIPING below grade shall rest on undisturbed earth. 3.2.5 BACKFILL with sand where trench is deeper than 6 feet. 3.2.6 ALL CHANGES in direction shall be made with fittings. 3.3 GAS SYSTEM See Section 15470, NATURAL GAS PIPING SYSTEMS. 3.4 SPRINKLER SYSTEM. See Section 15510, FIRE PROTECTION SYSTEM. 3.5 PIPE HANGERS, ANCHORS AND ANCHOR BOLTS 3.5.1 SCOPE. Provide suitable hangers for all piping; also, anchor bolts and anchor required for securing any part of the work. 3.5.2 SPACING of hangers shall be as follows: Steel pipe - 10' centers. 3.6 ESCUTCHEONS 3.6.1 PROVIDE for all pipe passing through floors, walls or oeilings. 3.6.2 ESCUTCHEONS shall be polished chrome plated. END OF SECTION 73 -90- 122 -00 15015-2' 1. 1.1 RELATED WORK Mechanical Requirements Materials, Products and Equipment Natural Gas Piping Systems Fire Protection Systems 1.2 DESCRIPTION OF WORK 1.2.1 Extent of piping specialties work required by this section is indicated on Drawings and by requirements of this section. 1.2.2 Types of piping specialties specified in this section include the following: .1 Pipe Escutcheons .2 Mechanical Sleeve Seals .3 Fire Barrier Penetration Seals .4 Pipe Sleeves .5 Sleeve Seals 1.3 SUBMITTALS 1.3.1 Product Data: Submit manufacturer's technical product data,including installation instructions, and dimensioned drawings for each type of manufactured piping specialty. 2.0 PRODUCTS SECTION 15070 PIPING SPECIALTIES 2.1 PIPE ESCUTCHEONS 2.1.1 General: Provide pipe escutcheons as specified herein with inside diameter closely fitting pipe outside diameter or outside of pipe insulation where pipe is insulated. Select outside diameter of escutcheon to completely cover pipe penetration hole in floors, walls, or ceilings; and pipe sleeve extension, if any. Furnish pipe escutcheons with nickel or chrome finish for occupied areas, prime paint finish for unoccupied areas. 2.2 MECHANICAL SLEEVE SEALS 2.2.1 General: Modular mechanical type, consisting of interlocking synth t ?v rubber links shaped to continuously fill annular space between pipe and sleeve, connected with bolts and pressure plates which cause rubber sealing elements to expand when tightened, providing watertight seal and electrical insulation. 73 -90- 122 -00 15070 -1 Section 15010 Section 15015 Section 15470 Section 15510 2.3 FIRE BARRIER PENETRATION SEALS 2.3.1 Provide seals for any opening through fire -rated walls, floors, or ceilings used as passage for mechanical components such as piping or ductwork. .1 Cracks, Voids, or Holes Up to 4" Diameter: Use putty or calking, one -piece intumescent elastomer, non - corrosive to metal, compatible with synthetic cable jackets, and capable of expanding 10 times when exposed to flame or heat, UL- listed. .2 Openings 4" or Greater: Use sealing system capable of passing 3 -hour fire test in accordance with ASTM E -814 consisting of wall wrap or liner, partitions, and end caps capable of expanding when exposed to temperatures of 250 to 350'F (121 to 177'C), UL- listed. 2.3.2 Pipe Sleeves: Provide pipe sleeves of one of the following: .1 Sheet Metal: Fabricate from galvanized sheet metal; round tube closed with snaplock joint, welded spiral seams, or welded longitudinal joint. Fabricate from the following gages: 3" and smaller, 20 gage; 4" to 6 ", 16 gage; over 6 ", 14 gage. .2 Steel Pipe: Fabricate from Schedule 40 galvanized steel pipe; remove burrs. 2.3.3 Sleeve Seals: Provide sleeve seals for sleeves located in foundation walls below grade, or in exterior walls, of one of the following: .1 Lead and Oaken: Calked between sleeve and pipe. .2 Mechanical Sleeve Seals: Installed between sleeve and pipe. 3.0 EXECUTION 3.1 INSTALLATION OF PIPING SPECIALTIES 3.1.1 Pipe Escutcheons: Install pipe escutcheons on each pipe penetration thru floors, walls, partition, and ceilings where penetration is exposed to view; and on exterior of building. Secure escutcheon to pipe or insulation so escutcheon covers penetration hole, and is flush with adjoining surfaces. 3.1.2 Mechanical Sleeve Seals: Loosley assembly rubber links around pipe with bolts and pressure plates located under each bolt head and nut. Push into sleeve and center. Tighten bolts until links have expanded to form water -tight seal. 3.1.3 Fire Barrier Penetration Seals: Fill entire opening with sealing compound. Adhere to manufacturer's installation instructions. 3.1.4 Pipe Sleeves: Install pipe sleeves of types required where piping passes through walls, floors, ceilings, and roofs. Do not install sleeves through structural members of work, except as detailed on drawings, or as 73 -90- 122 -00 15070 -2 reviewed by the Contracting Officer. Install sleeves accurately centered on pipe runs. Size sleeves so that piping and insulation (if any) will have free movement in sleeve, including allowance for thermal expansion; but not less than 2 pipe sizes larger than piping run. Where insulation includes vapor barrier jacket, provide sleeve with sufficient clearance for installation. Install length of sleeve equal to thickness of construction penetrated, and finish flush to surface; except floor sleeves. Extend floor sleeves 1/4" above level floor finish, and 3/4" above floor finish sloped to drain. Provide temporary support of sleeves during placement of concrete and other work around sleeves, and provide temporary closure to prevent concrete and other materials from entering sleeves. .1 Install sheet -metal sleeves at interior partitions and ceilings other than suspended ceilings. .2 Install iron -pipe sleeves at exterior penetrations, both above and below grade. .3 Install steel pipe or plastic pipe sleeves except as otherwise indicated. 3.1.5 Sleeve Seals: Install in accordance with the following: .1 Lead and Oakum: Fill and pack annular space between sleeve and pipe . with oakum, calk and lead, on both sides. END OF SECTION 1.0 GENERAL 2.0 PRODUCTS SECTION 15140 MOTORS AND CONTROLS 1.1 RELATED WORK Mechanical Requirements Section 15010 Raceways Section 16110 Wires and Cables Section 16120 Motor Starters Section 16155 Motor and Circuit Disconnects Section 16170 Fuses Section 16181 _ 1.2 WORK FURNISHED, INSTALLED AND CONNECTED UNDER DIVISION 15 1.2.1 TEMPERATURE CONTROL SYSTEM COMPONENTS, CONDUIT, AND WIRING shall be furnished, installed, and connected complete under Division 15. 1.3 WORK FURNISHED AND INSTALLED UNDER DIVISION 15 1.3.1 EQUIPMENT, TEMPERATURE CONTROL EQUIPMENT, MOTORS AND ASSOCIATED APPURTENANCES specified in Division 15 shall be set in place as part of Division 15 Work, including separately packaged motors and electrical materials required for the proper operation of the equipment. 1.4 WORK FURNISHED UNDER DIVISION 15 BUT CONNECTED UNDER DIVISION 16 1.4.1 POWER SOURCE WIRING AND OVERCURRENT PROTECTION for equipment furnished in Division 15 shall be furnished, installed, and connected under Division 16 for those items shown and /or scheduled in the Electrical Connection Schedule. The Contractor shall be responsible for coordinating the extent of work covered in each Division prior to bidding. 1.5 SUBSTITUTIONS 1.5.1 WHEN ELECTRICAL LOADS are substituted, the Contractor shall bear all additional electrical costs, such as additional or larger overcurrent devices, disconnect switches, power wiring, control wiring, electric service modifications, etc. Substituted loads, quantities, or equipment requiring additional electrical work, other than that shown on the Drawings, shall not be installed or connected without the approval of the Owner's Representative. Proper documentation of electrical design modifications and extra costs shall be the responsibility of the Contractor. Equipment installed without such prior documented approval shall be removed by the Contractor, and specified items shall be installed at no additional cost. 2.1 MOTORS 2.1.1 MOTOR RATINGS shall conform to NEMA performance standards to carry full nameplate load continuously at a maximum temperature of 40C above ambient with a service factor of 1.15. Manufacturers of electric driven equipment shall match motor torque, starting, running, and speed characteristics to the driven load, and the power requirement of the driven machine shall not exoeed the nominal nameplate rating of the furnished motor. Advantage shall not be taken 73- 90- 122 -00 15140 -1 of service factors in the selection of motors. Motor horsepower shall be as specified. 2.2 MOTOR STARTERS 2.2.1 MOTOR STARTERS shall be as specified in Division 16, Section 16155. Starters furnished under Division 15 shall be furnished with a suitable number of auxiliary contacts for specified control interlocks. Starters furnished under Division 16 shall have a minimum of one normally -open and one normally- closed auxiliary contact for control interlocks. Starters shall have individual control transformers for 120 -VAC control. Starters shall be NEMA: size 1 minimum. 3.0 EXECUTION 3.1 MOTORS AND CONTROLS 3.1.1 EXECUTION OF WORK shall be as specified in the appropriate Mechanical and Electrical Sections of these Specifications. 1.0 GENERAL 1.1 RELATED WORK Mechanical Requirements Materials, Products and Equipment Piping Specialties Heating and Ventilating Equipment 1.2 SCOPE 1.2.1 FURNISH AND INSTALL natural gas piping from the meter set to the appliances shown on the Drawings. 1.2.2 CONNECT to existing gas service entrance. Verify capacity of existing building service. 1.3 RELATED WORK SPECIFIED ELSEWHERE Basic Materials and Methods Section 15050 1.4 REQUIREMENTS OF REGULATORY AGENCIES American Gas Association National Fuel Gas Code 1.5 SUBMITTALS 1.5.1 SUBMIT PRODUCT DATA under provisions of Section 01300. 2.0 PRODUCTS 2.1 NATURAL GAS PIPE AND FITTINGS. See Section 15050 BASIC MATERIALS AND METHODS. 2.2 VALVES. See Section 15050 BASIC MATERIALS AND METHODS. 3.0 EXECUTION SECTION 15470 NATURAL GAS PIPING SYSTEMS Section 15010 Section 15015 Section 15070 Section 15740 3.1 PIPING AND SPECIALTIES 3.1.1 INSTALL PIPING AND SPECIALTIES as required by the governing regulatory agency. 3.2 TESTING 3.2.1 TFS ';?FOR LEAKS and repair in accordance with the Uniform P1unbing Code. 3.2.2 DISCONNECT GAS PRESSURE REGULATORS during testing to prevent damage. END OF SECTION 73 -90- 122 -00 15470 -1 1.0 GENERAL 1.1 RELATED WORK Water Distribution Mechanical Requirements Piping Specialties SECTION 15510 FIRE PROTECTION SYSTEM Section 02713 Section 15010 Section 15070 1.2 WORK INCLUDED 1.2.1 DESIGN AND INSTALL FIRE SPRINKLER SYSTEMD, piping; sprinkler heads, valves, hangers, supports, and accessories for all areas in the building, including the exterior canopy. The canopy shall have a dry -pipe system. 1.2.2 THE DRAWINGS indicate the location of the principal components. The Contractor shall complete the design to provide a hydraulically designed sprinkler system. 1.2.3 PROVIDE HOSE RACKS as indicated on the drawings. 1.3 SUBSTITUTIONS 1.3.1 SUBSTITUTIONS under provisions of Section 01600. 1.4 REQUIREMENTS OF REGULATORY AGENCIES Uniform Building Code NFPA 13 - Installation of Sprinkler Systems NFPA 14 - Standpipe and Hose Systems Underwriters Requirements 1.5 QUALITY ASSURANCE 1.5.1 CONFORM to NFPA 13 for sprinkler systems. 1.5.2 SPRINKLER DESIGN shall be approved by the Underwriters selected by Owner. 1.5.3 SPRINKLER LAYOUT AND INSTALLATION shall be approved by the Fire Marshal. 1.5.4 ONLY CONTRACTORS AND WORKERS experienced in, and regularly engaged in, the installation of fire sprinkler systems shall be permitted to install the specified systems. Where a state, county, or municipality requires licensing of contractors and/or workmen for fire sprinkler work, the holding of a applicable license is mandatory. 1.5.5 THE GENERAL CONTRACTOR and the sprinkler subcontractor shall meet with the Fire Marshal to review procedures for handling submittals, inspection, and for general coordination. 1.5.6 VALVES shall bear UL label or marking. Provide manufacturer's name and pressure rating marked on valve body. 73- 90- 122 -00 15510 -1 1.5.7 ALL EQUIPMENT, material and components shall be UL listed or approved by the local authority having jurisdiction. 1.6 SUBMITTALS 1.6.1 SUBMIT PRODUCT DATA under provisions of Section 01300. 1.6.2 INDICATE PIPE MATERIALS USED, jointing methods, supports, floor and wall penetration seals, components, accessories and sizes. 1.6.3 INDICATE VALVE DATA and ratings. 1.6.4 SUBMIT PRELIMINARY LAYOUT showing sprinkler mains, branch lines and heads for review by Owner's Representative. 1.6.5 SUBMIT SPRINKLER DESIGN, after review of preliminary layout by Owner's Representative, to the Underwriters for approval. 1.6.6 SUBMIT UNDERWRITERS APPROVED drawings to the Fire Marshal for approval. 1.6.7 SUBMIT FINAL SHOP DRAWINGS with both Underwriters and Fire Marshal's approval to Owner's Representative. 1.6.8 OBTAIN AND SUBMIT from each authority having jurisdiction written certification that the permanent installation has been inspected by the authority and that it complies with all details of the authority's published regulations and requirements. 1.6.9 SUBMIT TWO COPIES of NFPA Recommended Practice No. 13A: Care and Maintenance of Sprinkler Systems. 1.7 ADDITIONS OR DELETIONS 1.7.1 NO CHANGE ORDERS will be issued for additions or deletions of sprinklers except as such additions or deletions that stem from changes in building construction and subsequent to approval of sprinkler system shop drawings. 1.8 SYSTEM DESIGN 1.8.1 GENERAL: Design and install systems so that no parts interfere with doors, windows, heating or electrical equipment. Comply with requirements of NFPA No. 13 as herein modified. 1.8.2 HYDRAULIC CALCULATIONS: Prepare in accordance with Chapter 7 of NFPA No. 13 with the following exceptions: .1 Pipe friction losse. ;•may be calculated by using the nearest foot for all piping over 1,foot in length. Horizontal lengths less than 1 foot may be neglected. Tnc7.ude vertical lengths less than 1 foot for elevation purposes only. .2 Calculate flows to the nearest tenth gallon. .3 Velocity flows to the nearest tenth fps. 73 -90- 122 -00 15510 -2 .4 Velocities in underground piping shall not exceed 16 feet per second. Velocities in all other piping shall not exceed 32 feet per second. 1.8.3 SYSTEM LAYOUT .1 Space, locate and position sprinkler heads according to Chapter 4 of NFPA No. 13. .2 Pipe sizes and configurations shall be on the basis of hydraulic calculations. .3 Design criteria listed on drawings. All design criteria shall be verified with the selected Underwriter before preparing hydraulic calculations. 1.8.4 SYSTEM WORKING DRAWINGS: Prepare per Section 1 -9, NFPA No. 13. 1.9 OPERATION AND MAINTENANCE DATA 1.9.1 SUBMIT OPERATIONS AND MAINTENANCE DATA under provisions of Section 01700. 1.10 STORAGE 1.10.1 PROVIDE TEMPORARY PROTECTIVE COATING on cast iron and steel valves. 1.10.2 PROVIDE TEMPORARY END CAPS AND CLOSURES. Maintain in place until installation. 2.0 PRODUCTS 2.1 PIPE, BURIED 2.1.1 IRON PIPE: ANSI /AWWA C151, ductile iron. Fittings: ANSI /AWWA C110, ductile iron. Joints: ANSI /AWWA C110, rubber gasket with 3/4 -inch diameter rods. Other types of pipe may be used if approved by local authorities. 2.2 PIPE, ABOVE GRADE 2.2.1 STEEL PIPE: ASTM A53, black, Schedule 40. Fittings: ANSI /ASME B16.3, malleable iron, screwed type, or grooved end malleable iron or steel. Joints: screwed or mechanical grooved couplings. Schedule 10 steel pipe and other types of pipe may be used if approved by local authorities. (Copper tube shall be Type "L ").. Use galvanized pipe for dry spinkler system and dry standpipe system. 2.3 UNIONS, FLANGES, AND COUPLINGS 2.3.1 UNIONS: 150 psi malleable iron for threaded ferrous piping. 2.3.2 FLANGES: 150 psi forged steel slip -on flanges for ferrous piping. 2.3.3 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. 73- 90- 122 -00 15510 -3 2.4 VALVES 2.4.1 SHUT OFF VALVES shall be approved OS & Y as required by the Underwriters Laboratories and NFPA. Valves shall have tamper switches, and shall be wired to the fire alarm panel trouble circuit. Check valves shall be approved by NFPA. Test and drain valves shall be approved brass globe or angle valves. OS & Y valves used on the fire protection system shall have provisions for padlocking. 2.4.2 HOSE RACKS shall be Larsen's or approved equal, Model HC2434 -SM for surface mounting 1 -1/2 -inch rough brass angle valve, hose rack 75 feet of hose and 1 -1/2 -inch satin brass fog nozzle. 2.5 FIRE DEPARTMENT CONNECTION. Located at the detector check valve pit. See Section 02713, WATER DISTRIBUTION. 2.6 SPRINKLER HEADS 2.6.1 INSTALL SPRINKLER HEADS from approved Drawings. Heads shall be rated for the various temperatures encountered in each specific location and as determined by NFPA. 2.6.2 FURNISH spare sprinkler heads and wrench as required by NFPA, mounted in a metal cabinet marked "Auto. Sprinklers - Reserve Supply." 2.6.3 FURNISH one emergency rubber ball shutoff on a long handle to be used for temporary closing of sprinkler head after a fire has been extinguished. 2.6.4 AREAS WITHOUT SUSPENDED CEILING shall have plain bronze upright heads. 2.6.5 SIDEWALL HEADS shall have satin chrome finish. 2.6.6 SPRINKLERS shall be automatic open type with 1/2 -inch orifice. Temperature rating of fusible elements shall be in accordance with NFPA No. 13. All heads in the residential portion of the building shall be listed residential type heads. 2.7 AID CHECK VALVE (WET PIPE SYSTEM) 2.7.1 INSTALL ALARM CHECK, complete with necessary drain valves, retard chambers, check valves, etc., as required by NFPA, where shown on the Drawings. Alarm valves shall be similar and equal to Automatic Sprinkler Corporation of America, Model B or equal. Provide water motor alarm gong where shown on Drawings. 2.8 DRY PIPE VALVE 2.8.1 PROVIDE dry pipe valve for dry systemp;•c- t.mplete with fittings, interconnecting piping, and devices required for valve operation. Provide quick opening devices for large systems. Prnvirut water motor alarm where shown on Drawings. Manufacturer shall be ITT Grinnell or equal. 2.9 COMPRESSED AIR FOR DRY SYSTEM 2.9.1 PROVIDE electric drive, horizontal tank mounted, single stage compressor, capable of restoring normal system air pressure within 30 minutes, two pole air pressure operated electric pressure switch with two -way release 73 -90- 122 -00 15510 -4 or breather valve, safety valve, check valve, tank drain, belt guard, and controls. 3.0 EXECUTION 3.1 INSTALLATION - SPRINKLERS 3.1.1 SPRINKLER HEAD ARRANGEMENT on ceilings shall be carefully planned, symmetrically laid out, with full allowances for obstructions, including partitions, columns, beams and lighting fixtures. Sprinkler head spacing may be shortened or lengthened to achieve an equal and symmetrical pattern. In all cases, stagger sprinklers if the distance between sprinklers on branch lines exceeds 12 feet. 3.2 PREPARATION FOR PIPING INSTALLATION 3.2.1 REAM PIPE AND TUBE ENDS to full inside diameter. 3.2.2 REMOVE BURRS and bevel plain end ferrous pipe. 3.2.3 REMOVE SCALE AND FOREIGN MATERIAL, inside and outside, before assembly. 3.3 INSTALLATION - PIPE 3.3.1 DIE CUT SCREW JOINTS with full cut standard taper pipe threads with red lead and linseed oil or other non -toxic joining compound applied to male threads only. 3.3.2 COAT THREADED ENDS with pipe lubricant compound. 3.3.3 INSTALL PIPING in accordance with NFPA 13 for sprinkler systems. 3.3.4 DO NOT PENETRATE building structural members unless indicated. 3.3.5 PROVIDE SLEEVES when penetrating walls. 3.3.6 SEAL PIPE AND SLEEVE PENETRATION to achieve fire resistance equivalent to fire separation required. 3.3.7 INSTALL SYSTEM AND AUXILIARY DRAINS to discharge to the outside, to a suitable floor drain, or to other locations, as indicated or required by the authority having jurisdiction. System flow test and drain shall discharge outside the building. 3.3.8 INSTALL SYSTEM TEST CONNECTIONS per NFPA and the local inspection authority, with discharge pipe to a suitable drain or to outside the building. 3.3.9 PROVIDE EARTHQUAKE PROTECTION and sway bracing in accordance to NFPA No. 13. 3.3.10 ROUTE PIPING in orderly manner, plumb and parallel to building structure, and maintain gradient. 3.3.11 INSTALL PIPING to conserve building space and not interfere with use of space, other work, or equipment. 73 -90- 122 -00 15510 -5 3.4 INSTALLATION - VALVES 3.4.1 INSTALL VALVES with stems upright or horizontal, not inverted. 3.4.2 PROVIDE DRAIN VALVES at main shut -off valves, low points of piping and apparatus. 3.5 IDENTIFICATION 3.5.1 STANDARD SIGNS as adopted by the Automatic Sprinkler Industry. Submit shop drawings and specifications of signs. .1 For combination test and drain: Legend to read "Water Supply Test and Drain Valve ". .2 For drain: Legend to read "System Drain Valve. Close the. Main Shutoff before opening this valve. Test valve for this system located at . (Coordinate valve location with final shop drawings.) 3.6 INSTALLATION OF FIRE SPRINKLERS 3.6.1 PROTECT SPRINKLER HEADS with 7 foot 6 inches, or less clearance against mechanical injury with standard guards. 3.6.2 PROVIDE 1 -inch diameter nipple and 1 x 1/2 -inch reducing fitting for each upright head. 3.6.3 MOUNT CABINET with spare sprinkler heads in the Building Storage Roam. 3.7 SYSTEM TEST AND CLEANING 3.7.1 HYDROSTATICALLY test entire fire protection system in accordance with NFPA No. 13. Test standpipe system in accordance with NFPA No. 14. 3.7.2 TEST(S) shall be witnessed by authority having jurisdiction. 3.7.3 FLUSH piping system in accordance with NFPA No. 13. END OF SECTION 73 -90- 122 -00. 15510 -6 1.0 GENERAL 1.1 RELATED WORK Mechanical Requirements Materials, Product and Equipment Rotors and Controls Natural Gas Piping Systems 2.0 PRODUCTS SECTION 15740 HEATING AND VENTILATING EQUIPMENT 1.2 WORK INCLUDED 1.2.1 WORK INCLUDED is as follows: Heating & Ventilating Units 1.3 SUBMITTALS 1.3.1 SUBMIT PRODUCT DATA under provisions of Section 01300. 1.4 SUBSTITUTIONS 1.4.1 SUBSTITUTIONS under provisions of Section 01600. 1.5 OPERATION AND MAINTENANCE DATA 1.5.1 SUBMIT OPERATIONS AND MAINTENANCE DATA under provisions of Section 01700. 1.6 DELIVERY, STORAGE AND HANDLING 1.6.1 DELIVER PRODUCTS TO SITE under provisions of Section 01600 in factory - fabricated protective containers, with factory - installed shipping skids and lifting lugs. 1.6.2 STORE AND PROTECT PRODUCTS under provisions of Section 01600. 1.6.3 STORE IN CLEAN DRY PLACE and protect from weather and construction traffic. Handle carefully to avoid damage to components, enclosures and finish. 2.1 CENTRIFUGAL ROOF EXHAUSTER 2.1.1 ROOF M4 •USTERS shall be of the type, wheel size and capacity indicated on the Drawings. Fans shall be of centrifugal type, belt driven, as shown on the Drawings. V -belt drives shall be designed for 50 percent overload and shall have adjustable pitch motor sheave. Motors shall be mounted on an adjustable base. .1 Housings shall be of corrosion- resistant aluminum alloy or fiberglass, fully weatherproofed, and metal parts exposed to air stream shall he given a sprayed -on insulating undercoating. Provide outlets with removable bird screens. Mount units on approved vibration isolating bases. .2 Fan bearings shall be ball bearing type and provided with adequate and accessible means of lubrication. Each unit shall have a disconnect 73 -88 -124 15740 -1 Section 05010 Section 15015 Section 15140 Section 15470 located in the motor compartment. Fans shall be quiet in operation. Fan housings shall be easily removable for access to all parts. .3 Dampers shall be gravity type furnished by the fan manufacturer. 2.2 MOTORS AND DRIVES 2.2.1 MOTORS. As indicated, in compliance with Section 15140, MOTORS AND CONTROLS. 2.3 RADIANT HEATING 2.3.1 BURNER AND BURNER CONTROLS .1 Provide radiant heating and all accessories, as manufactured by Roberts- Gordon or approved, to obtain operable system. .2 Burners shall be CRV -A Type, designed for firing in tandem without adverse effects from combustion gases from upstream burners. .3 Burners shall be supplied to fire at 80,000 Btu/Hr input firing rates. .4 The design of the burners supplied shall provide for maintaining a constant proportion of fuel gas to filtered combustion air. These conditions are met for burners in which the pressure of both the fuel gas and the combustion air are both introduced at zero (atmospheric) pressure and the flow of each is established by a vacuum on the downstream side of the flow metering orifice. .5 To assure a high degree of fail -safe operation, the design shall preclude flow of gas if any or all of the following abnormal conditions occur in the non - firing mode: a. Main valve fails in open position. b. Vacuum pump motor fails to operate. c. Power fails. .6 To further assure a high degree of safety, the system will be under negative pressure at all times during operation to preclude the possibility of the escape of combustion gases inside the building. 2.3.2 SYSTEM CONTROLS .1 All combustion chambers and heat exchanger pipes connected to a vacuum pump shall be pre - purged with air for a period of at least 20 seconds (10 air changes minimum) prior to initiation of firing sequence. . 2 All combustion chambers and heat exchanger pipes connected to a vacuum pump shall be post- purged with air for a period of at least 20 seconds (10 air changes minimum) after shut down of the last burner firing into the vacuum pump. . 3 All vacuum pump motors shall be provided with vacuum switches to prevent energization of gas valves until vacuum is proven. 73 -88 -124 15740 -2 73 -88 -124 15740 -3 2.3.3 EQUIPMENT .1 Burner a. Each burner assembly shall consist of heavy -duty cast iron burner heads, pre -wired gas controls with electric ignition and combustion air filter. b. Each burner assembly shall be supplied with a gas train consisting of pressure regulator, shut -off valve and flexible gas line to unit. .2 Vacuum Purnp a. The housing shall be heavy -duty cast iron. The impeller shall be cast aluminum alloy dynamically balanced and mounted for direct drive on ° the moor shaft. b. The vacuum pump shall be acoustically isolated from the system with a flexible connector with temperature rating 350 degrees F. minimum. The motor in the vacuum pump shall be secured with rubber mounts for acoustical isolation. c. Vacuum pump motor shall be 115V 60Hz 3450 RPM reversible rotation, with at least 1/2 HP TEFC capacitor start, ball bearing and thermally protected. .3 Heat Exchanger a. Radiant pipe (between burners and 20 feet downstream of last burner) shall be of 4" O.D. steel pipe (i.e. tubing). b. The balance of pipe shall be 4" O.D. steel tubing with an internal coating of acid - resistant porcelain. c. All heat exchanger (pipe) connections shall be made with stainless steel coupling assemblies. These will be of two types as follows: Unlined couplings for use with uncoated tubing or joints to connect uncoated tubing to coated tubing. Lined couplings for use with coated tubing. d. The maximum input firing rate shall not exceed 2,400 BTU per hour per square foot of exterior radiating surface of heat exchanger for the heating system in total. The total heat exchanger surface is that associated with one vacuum pump. .4 Burner Control Modules a. All burners shall be pre -wired with a three conductor electrical cord and plug with the third wire for ground circuit. .5 Panel Box for System Controls a. Pre -wired system control circuits shall be supplied in a panel box with each vacuum pump. The panel box for the standard burners shall provide relays and terminals to accommodate up to circuits for the burners for each temperature zone. b. Provide thermostat suitable to control system operation. 3.0 EXECUTION 3.1 HANDLE AND STORE equipment in compliance with requirements of Section 15010, MECHANICAL REQUIREMENTS. 3.2 LOCATION AND SIZE 3.2.1 EQUIPMENT SCHEDULED ON DRAWINGS are selected and configured to fit in mechanical spaces available. Insure that substitute equipment will fit without change in function or quality and without additional cost. 3.3 STATIC PRESSURES 3.3.1 SCHEDULED STATIC PRESSURES reflect calculations based on manufacturer's recommended procedures using listed accessories and designed distribution systems. Insure that substitute equipment will provide similar operating characteristics to include fan RPM and motor size to BHP ratio. 3.4 INSTALLATION 3.4:1 INSTALL EQUIPMENT in accord with manufacturer's recommendations. Bring conflicts between such recommendations and Drawings to immediate attention of Project Administrator. 157 -4 END OF SECTION Division 16 - Section Section Section Section Section Section Section Section Section Section Section Section Section Section DIVISION 16 ELECTRICAL Electrical 16010 General Provisions . . 16110 Raceways 16120 Wires and Cables . .. • • • • 16134 Outlet Boxes 16140 Wiring Devices . . • 16155 Motor Starters . . • • 16160 Panelboards . . ... . . . . 16170 Motor and Circuit Disconnects 16181 Fuses 16190 Supporting. Devices . . . . . 16450 Grounding 16460 Transformers 16500 Lighting 16994 Testing 16010 - 1;3 16110 - 1;3 16120 - 1;3 16134 - 1;1 16140- 1;2 16155 - 1;1 16160 - 1;2 16170 - 1;1 16181 - 1;2 16190 - 1;2 16450 - 1;2 16460 - 1;1 16500 - 1;2 16994 - 1;1 shall mean the Prime Electrical Subcontractor. 1.8 WOOD ROOF DECKS shall not be used to support lighting fixtures or other electrical work. Install blocking between joists for supports. 1.9 SUBMIT SHOP DRAWINGS in accord with Section 01300 SUBMITTALS. 1.10 ELECTRICAL AND ROUGH -INS for Contractor - furnished or Owner- furnished equipment shall be made in accord with the approved manufacturer's drawings. Discrer2ncies in electrical rough -ins shall be corrected at no additional cost. 1.11 L'LEC1 ICAL EQUIPMENT SIZE, LOCATION, CLEARANCE, AND rcuCi:•••INS shall be coordinated with other trades prior to going ahead with any work. Conflicts with electrical equipment "and other building systems shall be corrected at the expense of this Contractor and at no additional cost to the Owner. 1.12 ELECTRICAL EQUIPMENT AND CONDUIT LOCATIONS shall be coordinated with other trades prior to this work and other trade work, and shall not occupy 73 -90- 122 -00 16010 -1 space intended for other work of other trades. Conflict will require electrical work relocated at no additional cost to the Owner. 1.13 MATERIALS 1.13.1 ALL SIMILAR MATERIALS AND EQUIPMENT shall be the product of the same manufacturer. 1.13.2 WHERE NO SPECIFIC MATERIAL, APPARATUS, OR APPLIANCE is mentioned, any first -class product made by a reputable manufacturer may be used, providing it conforms to the Contract requirements and meets the approval of the Architect- Engineer. 1.13.3 MATERIALS AND EQUIPMENT shall be the standard products of manufacturers regularly engaged in the production of such material, and shall be the manufacturer's current and standard design. 1.13.4 IDENTIFY exposed conduits, junction, and pullboxes at maximum intervals of 20 feet and as indicated below. Identify exposed conduit 3/4 inch or larger in diameter according to the system carried by means of Brady B -350 permacode thin film pipe markers or approved equal. Identify junction and pullboxes by painted -on stencils or approved labels. Place identification at necessary intervals on straight conduit runs, close to terminations. 1.14 DRAWINGS 1.14.1 GENERAL. Electrical Drawings show the general arrangement of conduit, equipment, etc., and shall be followed as closely as actual building construction and the work of other trades permits. The Architectural and Structural Drawings shall be considered as a part of the work insofar as these Drawings furnish the Contractor with information relating to the design and construction of the building. Architectural Drawings shall take precedence over Electrical Drawings. The Contractor shall investigate the structural and finish conditions affecting the work, and shall arrange his work accordingly, providing such fittings, elbows, pullboxes, and accessories required to meet such conditions. 1.14.2 FIELD MEASUREMENTS. Verify dimensions governing electrical work at the building. No extra compensation shall be claimed or allowed on account of differences between actual dimensions and those indicated on the Drawings. 1.15 LOCATION OF EQUIPMENT AND OUTLETS 1.15.1 APPROXIMATE LOCATIONS of cabinets, panelboards, light outlets, power outlets,.etc., are indicated on the Drawings; however, the exact location shall be determined after thoroughly examining the General Drawings and by actual measurements during construction to avoid conflicts with any structural, architectural, or other trades, with all locations subject to the approval of the Owner's Representative. 73- 90- 122 -00 16010 -2 2.0 PRODUCTS Not used. 7.3 -90- 122 -00 16010.3,, 1.0 GENERAL 1.1 RELATED WORK SPECIFIED ELSEWHERE Supporting Devices Section 16190 Grounding Section 16450 1.2 REQUIREMENTS OF REGULATORY AGENCIES 1.2.1 NATIONAL RLRU ''ICAL CODE (NEC). Raceways shall be approved for the intended application, and shall meet the requirements of the NEC. 1.3 UNDERWRITERS LABORATORIES INC. 1.3.1 RACEWAYS shall be UL listed. 1.4 ALTERNATES 1.4.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS SECTION 16110 RACEWAYS 2.1 CIRCULAR METALLIC RACEWAYS 2.1.1 SIZE. Circular raceways shall be 3/4 -inch minimum diameter for lighting and receptacle branch circuit home runs and exterior work and 1/2 -inch minimum diameter for other interior work, unless shown or specified otherwise. 2.1.2 INTERMEDIATE METAL CONDUIT (IMC) shall be high performance steel, electrically welded, lightweight rigid -type conduit, manufactured to meet the requirements of UL 1242. Couplings, fittings, and connectors shall be raintight and concretetight, steel compression type. 2.1.3 RIGID STEEL CONDUIT (RSC) shall be hot - dipped galvanized mild steel, manufactured to ANSI C80.1 and FS WW -C -581. • 2.1.4 FLRCTRICAL,METALLIC TUBING (EMT) shall be mild steel, electrically welded, galvanized, and produced to ANSI C80.3 and FS WW -C -563. Couplings, fittings, and connectors shall be raintight and concretetight, steel compression type. 2.1.5 FLEXIBLE METAL CONDUITS (FMC) of steel or aluminum shall be 1/2 -inch minimum, except 3/8 -inch nominal trade size shall be permitted in lengths not in excess of 72 inches as a part of a manufacturer's approved assembly of lighting fixtures. Flexible 7,onn..ctions to motors, pressure controls, aquastats, solenoid valves, etc., shall be permitted in lengths not in excess of 36 inches. Fittings approved for grounding purposes shall be used at flexible conduit terminations. 73- 90- 122 -00 16110 -1 2.1.6 LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC) shall meet the specifications for flexible metal conduit, and shall have an outer liquidtight, nonmetallic, sunlight- resistant jacket. 3.0 EXECUTION 3.1 GENERAL INSTALLATION REQUIREMENTS 3.1.1 RACEWAY TYPES for specific applications shall conform to NEC Articles 345 through 362. 3.1.2 INSTALL an independent raceway system for emergency circuits to meet the requirements of NEC Article 700. 3.2 INSTALLATION OF CIRCULAR RACEWAYS 3.2.1 DETERMINE exact conduit locations in the field. Conduit runs shown on the Drawings are diagrammatic. 3.2.2 AVOID proximity to heating ducts and hot pipes. Install raceways to clear the insulation of ducts or pipes by a minimum of 6 inches where crossings are unavoidable. Raceways shall not be supported from, or fastened to, mechanical ductwork or piping. 3.2.3 RUN CONCEALED CONDUITS with long sweep bends and offsets in finished areas. 3.2.4 RUN EXPOSED CONDUITS in unfinished areas parallel, and at right angles, to building lines. Install conduits perpendicular to open web joists directly beneath the upper cord, and install conduits parallel to open web joists along the lower cord with no part of the conduit below the cord. 3.2.5 FIT box connections with an approved lock nut and steel bushing to form a tight bond with the box. 3.2.6 PROTECT ungrounded conductors, No. 4 and larger, with insulated' bushings where conduits enter boxes, cabinets, gutters, etc., and provide lock nuts on both inside and outside of enclosures to which the conduit is attached. 3.2.7 CONDUITS CAST IN CONCRETE TOPPINGS, SLABS, AND WALLS shall be of sizes and in locations that do not impair the strength of the construction. Conduits shall meet the following requirements, unless shown otherwise on the Drawings or approved, in writing, by the Architect- Engineer. .1 Maximum Diameter or conduit thicknesm shall be 1/3 of the concrete thickness. .2 Minimum Spacing of conduit shall 1:,c; S diameters. .3 Minimum Concrete Cover shall be 3/4 inch. .4 Reinforcing Bars shall not be displaced. 73 -90- 122 -00 16110• -2 3.2.8 .CONDUITS shall not be cast in, or pass through, beams, columns, or joists unless shown on the Drawings or approved, in writing, by the Architect - Engineer. 3.2.9 SLEEVES for conduits or pipes passing through walls or floors shall be of sizes and locations that do not impair the strength of the construction. Sleeves shall meet the following requirements, unless shown otherwise on the Drawings or approved, in writing, by the Architect- Engineer. .1 Maximum Diameter . shall be 4 inches. .2 Minimum Spacing shall be 3 diameters. .3 Reinforcing Bars shall not be displaced. 3.2.10 INSTALL FLEXIBLE CONDUIT for motor connections and other electrical equipment connections, in dry locations only, where subjected to movement and vibration. 3.2.11 INSTALL LIQUIDTIGHT FLEXIBLE CONDUIT for connection of motors in mechanical rooms, kitchen equipment, and other electrical equipment where subject to movement and vibration and also where subjected to one or more of, the following conditions: Exterior location. 1.0 GENERAL 1.1 RELATED WORK SPECIFIED ELSEWHERE Raceways Grounding Conductors integral with equipment, such as motors and controllers SECTION 16120 WIRES AND CABLES Section 16110 Section 16450 1.2 REQUIREMENTS OF REGULATORY AGENCIES 1.2.1 NATIONAL 1T•FCTRICAL CODE (NEC). Wiring methods, conductor applications, and insulations shall meet the requirements of the NEC. 1.2.2 STANDARDS. Conductors shall conform to IPCEA and NEMA specifications for manufacturing, cable identification, and testing, and shall be listed and labeled by Underwriters Laboratories Inc. 1.3 ALTERNATES 1.3.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS 2.1 CONDUCTOR MATERIAL, SIZES AND INSULATION 2.1.1 CONDUCTOR MATERIAL shall be copper. Aluminum conductors will not be permitted. 2.1.2 MINIMUM CONDUCTOR SIZE shall be No. 12 AWG or larger, unless specified otherwise herein and permitted in NEC Article 310 -5. Signal and pilot control circuits may be No. 14 AWG minimum. 2.1.3 STRANDED CONDUCTORS. Conductors 8 AWG and larger shall be stranded. 2.1.4 INSULATION. Rate insulated conductors for 600 volts for electrical systems up to 600 volts, unless specified otherwise. Color code insulation as hereinafter specified. 2.2 BUILDING WIRE AND CABLE 600 VOLTS, NOMINAL OR LESS 2.2.1 SECONDARY FEEDERS shall be installed in conduit. 2.2.2 SECONDARY FEEDERS AND SUBFEEDERS shall be Types RHW, iiUW, TRW, THWN, or XHHW rated 75C (167F), sized as shown on the Drawings. 2.2.3 POWER BRANCH CIRCUITS shall be sized as shown on the Drawings, and shall be of the following' types: THW, THWN, XHHW Dry and wet locations THHN Dry locations 73 -90- 122 -00 16120 - 2.2.4 LIGHTING AND REUEPTACLE CIRCUITS shall be of the following types: THW, THWN, XHHW Dry and wet locations THHN Dry locations and where run through lighting fixtures 2.2.5 PULL WIRE shall be 16 AWG galvanized iron in empty conduits in dry locations and 12 AWG copper wire in conduits in, or under, concrete slab -on -grade or in damp locations. 2.3 WIRE CONNECTORS 2.3.1 HAND - APPLIED WIRE CONNECTORS for circuit and fixture conductors from 8 AWG through 12 AWG shall be UL listed for AL /CU, and CU /CU, 600 -volt insulated, pressure type, 105C, and shall have an integral self - locking spring grip. 2.3.2 PRESSURE CONNECTORS AND SPLICES for No. 8 AWG through No. 750 MCM shall be mechanical screw or compression type as follows: .1 Use Mechanical Connectors for copper conductors only. Connectors shall be copper or bronze bodied, and shall be UL listed configurations for taps, tees, or crossover- tees - parallel tap. 2.4 MISCELLANEOUS WIRING MATERIAL 2.4.1 MISCELLANEOUS CONNECTING AND SPLICING DEVICES. Miscellaneous products, such as heat shrink tubing, electrical insulation, plug caps, splices and kits, tapes, and terminations, shall be approved for the specific application. 2.4.2 JOINT COMPOUNDS shall be approved for the specific type metal joint to be prepared. 2.4.3 WIRE PULSING LUBRICANTS shall be UL listed for the conductor insulation types. 2.4.4 CABLE TIES, CLAMPS, AND IDENTIFICATION shall be nylon, self - locking. 2.4.5 FIRE SEAL FITTINGS, certified by NEL -PIA, for installation where sleeves penetrate fire -rated walls, floors, etc., as required by NEC Article 300 -21. Size fire seals for the application. 3.0 EXECUTION 3.1 WIRING METHODS 3.1.1 INSTALL conductors in conduit unless noted otherwise. 3.2 INSTALLATTC.N 3.2.1 INSTALL' CONDUCTORS to conform to the applicable requirements of NEC Article 300, Wiring Methods. 3.2.2 RUN feeder cables continuous from origin to termination without splices. Unless noted otherwise, each conduit raceway shall contain only those conductors constituting a single feeder circuit. 73 -90- 122 -00 16120 - 3.2.3 THREE -PHASE WIRING. Install one common neutral with 3 -phase conductors and a maximum of three circuits per conduit home run, except where shown otherwise on the Drawings. Derating factors for additional number of conductors in conduits shall be applied according to NEC Table 310, Note 8. 3.2.4 EMERGENCY CIRCUIT WIRING shall comply with NEC Article 700. 3.2.5 IDENTIFICATION .1 Identify feeder and color -coded system: Phase A C Neutral Equipment Ground .2 Exit Light Circuits conductor. branch circuit 120/208 Volts Black Red Blue White Green shall be yellow phase 3.3 STORAGE AND HANDLING 3.3.1 STORE wiring materials in a protected environment not subject to physical damage or the effects of sunlight or inclement weather. END OF SECTION conductors by the following 277/480 Volts Yellow Brown Orange Gray Green Stripe conductor, white neutral 1.0 GENERAL 1.1 RELATED WORK SPECIFIED ELSEWHERE Raceways Section 16110 Wiring Devices Section 16140 Supporting Devices Section 16190 1.2 REQUIREMENTS OF REGULATORY AGENCIES 1.2.1 OUTLET BOXES shall,be UL listed. 1.3 ACCEPTABLE MANUFACTURERS 1.3.1 OUTLET BOXES shall be as Appleton Electric Lew Electric Co. National Electrical Products Rayco Inc. Steel City 1.4 ALTERNATES 1.4.1 ALTERNATES affecting the Section 01030, ALTERNATES. 2.0 PRODUCTS 2.1 OUTLET BOXES 2.1.1 OUTLET BOXES shall be as follows: Lighting Boxes (flush) Appleton 40 -3/4 Lighting Boxes (concrete) Appleton OCR Series Lighting Boxes (surface) Appleton GS Series Receptacle Outlets (flush) Appleton 4S -3/4 Receptacle Outlets (surface) Appleton FS and FD 3.0 EXECUTION SECTION 16134 OUTLET BOXES manufactured by the following: Company work of this Section are specified in 3.1 OUTLET BOXES 3.1.1 INSTALL outlet boxes as shown on the Drawings and where required by NEC. Install extension rings where required. Install outlet boxes plumb and flush with finished surfaces. Outlet boxes installed in wet or damp areas shall be enclosed and gasketed. END OF SECTION 73- 90- 122 -00 16134 -1 1.0 G 1.1 RELATED WORK SPECIFIED ELSEWHERE Wires and Cables Outlet Boxes Supporting Devices Testing and Balancing acceptable: Bryant Leviton P & S G.E. 2.0 PRODUCTS 3.0 EXECUTION SECTION 16140 WIRING DEVICES Section 16120 Section 16134 Section 16190 Section 16994 1.2 STANDARDS 1.2.1 WIRING DEVICES manufactured by the following will be equally 1.2.2 WIRING DEVICES shall be listed by Underwriters Laboratories Inc. 1.3 SUBMITTALS 1.3.1 SUBMIT shop drawings and product data to the Architect- Engineer in accord with the General Conditions and General Requirements as follows: .1 Submit Four Copies of product data for each type of wiring device and device cover plate. 1.4 ALTERNATES 1.4.1 ALTERNATES affecting the work of this Section are specified. in Section 01030, ALTERNATES. 2.1 RECEPTACLES 2.1.1 RECEPTACLES shall be as follows: Duplex, 20 ampere, 120 volt (NEMA 5 -20) 2.1.2 SPECIAL PURPOSE RECEPTACLES shall be as shown on the Drawings. 2.2 DEVICE PLATES 2.2.1 DEVICE PLATES shall be as follows: Receptacle Plate, brushed finish stainless steel Receptacle Plate, galvanized steel Receptacle Plate, weatherproof 73- 90- 122 -00 16140 -1 Hubbell 5352GRY Hubbell S -8 Steel City 68 -C -7 Hubbell 5205 2.2.2 DEVICE PLATES FOR THIRTY - AMPERE AND LARGER OUTLETS shall be No. 302 stainless steel and suitable for the wiring device used. 3.1 GENERAL REQUIREMENTS 3.1.1 FURNISH AND INSTALL wiring devices as shown on the Drawings and as specified. 3.1.6 WIRING DEVICES shall have No. 14 AWG green grounding jumper installed from the device grounding terminal to the outlet box. END OF SECTION plates are tight 1.0 GENERAL 2.0 PRODUCTS 3.0 EXECUTION SECTION 16155 MOTOR STARTERS 1.1 RELATED WORK SPECIFIED ELSEWHERE Motors and Controls Section 15140 1.2 REQUIREMENTS OF REGULATORY AGENCIES 1.2.1 MOTOR STARTERS shall comply with NEMA Standards, and shall be UL listed. 1.3 ACCEPTABLE MANUFACTURERS 1.3.1 MOTOR STARTERS shall be manufactured by: General Electric Co., General Purpose Control. I -T -E Electrical Products, Siemens - Allis, Inc. Square D Company Westinghouse, Control Products 1.4 ALTERNATES 1.4.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.1 MOTOR STARTER ENCLOSURES 2.1.1 MOTOR STARTER ENCLOSURES shall be NEMA 1, unless noted otherwise, and shall be galvanized, prime painted, and finished in the manufacturer's standard color. 2.2 AC MAGNETIC STARTERS 2.2.1 MAGNETIC STARTERS shall be NEMA Size 1 minimum, across- the -line or star -delta reduced voltage type as shown on the Drawings, polyphase, and shall have the following features: Auxiliary Contacts, a minimum of two normally open and two normally closed 4 -0 -A Selector Switch, oiltight with spring return Indicating Pilot Lights Padlock Feature Under - voltage Protection Ambient Temperature Compensated Melting Alloy Type Thermal Overload Element 3.1 MOTOR STARTERS 1.1. INSTALL motor starters with integral control statiziw and pilot lights and sized as shown on the Drawings. Verify motor characteristics and ambient temperature and size thermal elements accordingly. END OF SECTION 73 -90- 122 -00 16155 -1 1.0 GENERAL 1.1 RELATED WORK SPECIFIED ELSEWHERE Concrete Reinforcement Section 03200 Cast -In -Place Concrete Section 03300 Fuses Section 16181 Testing and Balancing Section 16994 1.2 REQUIREMENTS OF REGULATORY AGENCIES 1.2.1 PANELBOARDS shall comply with NEMA Standards, shall be UL listed, and shall have an Integrated Equipment Rating. 1.3 ACCEPTABLE MANUFACTURERS 1.3.1 PANELBOARDS shall be as manufactured by: General Electric Co., Distribution Assemblies I -T -E Electrical Products, Siemens - Allis, Inc. GTE Sylvania Electrical Equipment Group Square D Co. Westinghouse, Control Products 1.4 SUBMITTALS 1.4.1 SUBMIT to include the following: Rating,Standards Circuit Breaker Withstandability Data General Standards 1.5 ALTERNATES 1.5.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS SECTION 16160 PANELBOARDS 2.1 PANELBOARD ENCLOSURES 2.1.1 CABINETS shall be of code gauge galvanized steel. 2.1.2 TRIM AND DOORS shall be suitable for surface mounting, and shall be primed and painted in the manufacturer's standard color. 2.1.3 LOCKS shall be flush cylinder tumbler type and furnished with two keys for each lock. Locks shall be keyed alike. 2.1.4 LOCATE branch circuit directory inside the door. Directory 7oiibii consist of a metal frame, clear plastic cover, and typed circuit directory. 2.1.5 MOUNT panelboard identifier permanently on the exterior side of the door. Identifier shall consist of engraved plastic label and white letters on black background for all other panels. 73 -90- 122 -00 16160 -1 2.1.6 PROVIDE EQUIPMENT GROUNDING BAR in panelboards. 2.1.7 PROVIDE NEUTRAL BAR where required. 2.1.8 LOAD CENTER TYPE PANELS will not be accepted. 2.1.9 PANELBOARDS used on this project shall be the product of one manufacturer. 2.1.10 MAIN AND BRANCH CIRCUIT BREAKERS shall be plug -on type, and shall have interrupting ratings of 10,000 AIC. 2.2 CIRCUIT BREAKER PANELBOARDS 2.2.1 CIRCUIT BREAKER PANELBOARDS shall be dead front, and shall have an integrated equipment rating. 2.2.2 MAIN CIRCUIT BREAKERS shall be bolt -on thermal magnetic type, and shall have interrupting ratings of 22,000 AIC. 2.2.3 BRANCH CIRCUIT BREAKERS shall be plug -on, thermal magnetic type,'full size, quick -make, quick - break, trip indicating, with common trip on multipole breakers. 2.2.4 BRANCH CIRCUIT BREAKER MINIMUM INTERRUPTING RATINGS shall be 10,000 AIC for 120/208 volts, and 14,000 AIC for 277/480 volts. 3.0 EXECUTION 3.1 INSTALLATION 3.1.1 MOUNT PANELBOARDS plumb with the top of panelboard at 72 inches above finished floor. 1.0 1.1 RELATED WORK SPECIFIED 1TSEWHERE Motors and Controls Fuses Testing and Balancing 1.2 REQUIREMENTS OF REGULATORY AGENCIES 1.2.1 MOTOR AND DISCONNECT SWITCHES shall _ shall meet the requirements of NEC. 1.3 ACCEPTABLE MANUFACTURERS 1.3.1 DISCONNECT SWITCHES shall be as manufactured by the following: General Electric Co., General Purpose Control I -T -E Electrical Products, Siemens - Allis, Inc. Square D Company Westinghouse, Control Products 1.4 ALTERNATES 1.4.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS 2.1 SWITCHES AND ENCLOSURES 2.1.1 DISCONNECT SWITCHES shall be heavy duty, fusible, unless noted otherwise, horsepower rated for voltage applied, quick -make, quick break, and shall be capable of being padlocked in the OFF position. 2.1.2 DISCONNECT SWITCH ENCLOSURES shall be NEMA 1, unless noted otherwise, and shall be galvanized, prime painted and finished in the manufacturer's standard color. 3.0 EXECUTION SECTION 16170 MOTOR AND CIRCUIT DISCONNECTS END OF SECTION 73 -90- 122 -00 16170 -1 Section 15140 Section 16181 Section 16994 be NEMA rated and UL listed, and O 3.1 INSTALLATION 3.1.1 INSTALL disconnect switches as shown on the Drawings and where required by NEC. 3.1.2 LABEL each disconnect switch with engraved plastic identifier and white letters on black background. 1.0 G 1.1 RELATED WORK SPECIFIED 1T EWHERE Motor Starters Panelboards Motor and Circuit Disconnects Transformers Lighting Testing and Balancing SECTION 16181 FUSES 1.2 REQUIREMENTS OF REGULATORY AGENCIES 1.2.1 FUSES shall be UL listed. Section 16155 Section 16160 Section 16170 Section 16460 Section 16500 Section 16994 1.3 SUBMITTALS 1.3.1 SUBMIT shop drawings to include the following: Catalog Data on each fuse type. 1.4 ACCEPTABLE MANUFACTURER 1.4.1 FUSES shall be manufactured by Bussmann Company, Inc., Economy Fuse, or Gould Inc., Electric Fuse Division (Shawmut). Fuses for the project shall be by the same manufacturer. 1.5 SPARE STOCK 1.5.1 FURNISH three spare fuses for each size of fuse used on this project. 1.6 ALTERNATES 1.6.1 ALTERNATES affecting the work of this Section are specified in Section 01030, Alternates. 2.0 PRODUCTS 2.1 FUSES 2.1.1 FEEDERS AND BRANCH CIRCUITS 0 - 600 amperes 0 - 250 volts 251 - 600 volts 2.1.2 PANELBOARDS 0 - 600 amperes 0 - 250 volts 251 - 600 volts 2.1.3 TRANSFORMERS 0 - 600 amperes 0 - 250 volts 250 - 600 volts 73- 90- 122 -00 Bussmann Class Ki Low -Peak LPN -RK1, Dual Element LPS -RK1, Dual Element BuFsmann Class K1 Low Peak 2N fl LPS-RK1 Bussmann Class K1 Low Peak LPN -RK1 LPS -RK1 16181 -1 2.1.4 MOTORS 0 - 100 amperes 0 - 250 volts 251 - 600 volts 2.1.5 BALLASTS Fluorescent Fixture 0 - 277 volt 3.0 EXECUTION .Bussmann Class K5 Fusetron . FRN K5, Dual Element FRS K5, Dual Element Bussmann GLR or GMF fuse with.HLR fuseholder High Intensity Discharge Fixture 0 480 volt Bussmann KTK or FNQ with HPC, HEB, or HPS fuseholder 2.2 LABFLS 2.2.1 SWITCHES shall be labeled with the following information and placed on the inside of switch enclosure: Manufacturer Type of Fuse Amperage 3.1 FUSES 3.1.1 INSTALL fuses as shown on the Drawings. Do not install fuses until the equipment has been finally installed, protected, and ready to be energized. 73 -90- 122 400 16181 -2 END OF SECTION 1.0 1.1 RELATED WORK SPECIFIED ELSEWHERE Rough Carpentry Piping Specialties Wiring Devices 1.2 ALTERNATES 1.2.1 ALTERNATES affecting _ Section 01030, Alternates. 2.0 PRODUCTS 2.1 SUPPORTING DEVICES 2.1.1 CONDUIT SUPPORTS Beam Clamps Conduit Straps Conduit Saddle 2.1.2 FIXTURE SUPPORTS shall be as Surface - mounted Fixture Pendant - mounted Fixture Recessed Fixture (Grid) SECTION 16190 SUPPORTING DEVICES Section 06100 Section 15070 Section 16140 the work of this Section are specified in shall be as follows: Thomas & Betts 690 Series Superstrut 700 Series Superstrut C -735 Series follows: Superstrut 863 Series Superstrut AB -815 swing connector Cady No. 505 2.1.3 CONDUCTOR SUPPORTS shall be as follows: Cord Grip Connectors Thomas & Betts 2000 Series Nylon Cable Ties Thomas & Betts TY Series 2.1.4 FRAMING CHANNEL shall be Superstrut Series 1400 with closure strip and conduit connectors. 2.1.5 FASTENINGS shall be as follows: Expansion Shields for masonry construction Pan -head Screws for wood or light metal construction 2.2 SUPPORTING METHODS 2.2.1 ELECTRICAL EQUIPMENT shall be fastened with bolts or screws, and shall not be welded in place. 3.0 EXECUTION 3.1 RACEWAYS 3.1.1 INSTALL raceway supports within 12 inches of junction boxes and conduit couplings. Raceways installed above suspended ceilings shall be independently supported 2 feet above the ceiling where the ceiling plenum depth exceeds 3 feet. 73 -90- 122 -00 16190 -1 73 -90- 122 -00 3.2 JUNCTION BOXES 3.2.1 INSTALL supports at each junction box. END OF SECTION 1.0 GENERAL SECTION 16450 GROUNDING 1.1 RELATED WORK SPECIFIED ELSEWHERE Cast -In -Place Concrete Section 03300 Wire and Cables' Section 16120 Aluminum Wire and Cables Section 16120A Panelboards Section 16160 Transformers Section 16460 Testing and Balancing Section 16994 1.2 REQUIREMENTS OF REGULATORY AGENCIES 1.2.1 GROUNDING shall comply with NEC Articles 250 and 680 and state and local codes. Grounding electrodes and bonding equipment shall comply with NEMA Standards, and shall be UL listed. 1.3 ALTERNATES 1.3.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS 2.1 GROUNDING CONDUCTORS 2.1.1 GROUNDING CONDUCTORS shall be insulated. Insulation type shall be identical with the circuit conductors serving the load. Insulation shall be colored green. 2.2 GROUND ELECTRODES 2.2.1 GROUND ELECTRODES shall be copper -clad steel, 3/4 -inch diameter, and a minimum of 10 feet long. 2.3 GROUNDING CLAMPS 2.3.1 GROUNDING CLAMPS shall be Thomas and Betts 390 *BU for connection to copper water pipes and Thomas and Betts 3846 for connection to grounding electrodes. ( *Contractor to add Number as required for pipe size). 2.4 GROUNDING LUGS 2.4.1 GROUND LUGS shall be Ilaco SLR35. 3.0 EXECUTION 3.1 SYSTEM GROUNDING 3.1.1 BOND the .7.s; —.iing electrode conductors to the neutral service entrauut conductor(s) and to the metal frame of the main service entrance equipment. 3.2 GROUNDING CONDUCTORS 3.2.1 INSTALL equipment grounding conductors on circuits as shown on the Drawings and on equipment listed in the Electrical Connection Schedule on the 73 -90- 122 -00 16450 -1 Drawings. Run equipment grounding conductors in the same raceway as the circuit conductors serving each load. 3.2.2 INSTALL equipment grounding conductors on transformers, motor starters, disconnect switches, and other noncurrent carrying parts according to NEC. 1.0 GENERAL 1.1 RELATED WORK SPECIFIED ELSEWHERE Concrete Reinforcement Section 03200 Cast -In -Place Concrete Section 03300 Wires and Cables Section 16120 Motor Starters Section 16155 Grounding Section 16450 1.2 REQUIREMENTS OF REGULATORY AGENCIES 1.2.1 TRANSFORMERS shall comply with NEMA Standards, and shall be UL listed. 1.3 SUBMITTALS 1.3.1 SUBMIT shop drawings to include the following: Detail of Mounting Assembly for wall - mounted transformers Mounting Arrangement Number and Ratio of Taps Primary and Secondary Voltage and Phase 1.4 ACCEPTABLE MANUFACTURERS 1.4.1 TRANSFORMERS shall be as manufactured by the following: General Electric Co. I -T -E Electrical Products, Siemens - Allis, Inc. Hevi -Duty Electric Jefferson Electric Sorgel Co. 1.5 ALTERNATES 1.5.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS SECTION 16460 TRANSFORMERS 2.1 TRANSFORMERS 2.1.1 DISTRIBUTION DRY -TYPE TRANSFORMERS shall be as follows: 80- degree Centigrade Rise above a 40- degree Centigrade Ambient Wall or Floor Mounting for transformers through 75 kva Manufacturer- installed Grounding Lug Universal Tap Arrangement with two taps, 2 -1/2 percent above normal voltage and two taps, 2 -1/2 percent below normal voltage Noise Ratings per NEMA Standard. 3.0 EXECUTION 3.1 INSTALLATION 3.1.1 INSTALL transformers as shown on the Drawings. END OF SECTION 73- 90- 122 -00 16460 -1 1.0 GENERAL 1.1 RELAMD WORK SPECIFIED ELSEWHERE Temporary Facilities Section 01500 Material and Equipment Section 01600 1.2 REQUIREMENTS OF REGULATORY AGENCIES 1.2.1 LIGHTING FIXTURES shall be UL listed. 1.3 ACCEPTABLE MANUFACTURERS 1.3.1 LIGHTING FIXTURES shall be as shown on the Drawings. 1.3.2 LAMPS shall be manufactured by General Electric, Lamp Division, Sylvania, or Westinghouse, except that metal halide lamps shall be Sylvania Super Metal -Arc. 1.4 ALTERNATES 1.4.1 ALTERNATES affecting the work of this Section are specified in Section 01030, ALTERNATES. 2.0 PRODUCTS SECTION 16500 LIGHTING 2.1 LIGHTING FIXTURES 2.1.1 FLUORESCENT FIXTURES shall be prewired. Prime and paint fixtures on interior and exterior surfaces. 2.1.2 INCANDESCENT FIXTURES shall be prewired. 2.1.3 HIGH INTENSITY DISCHARGE FIXTURES shall be prewired. 2.2 BALLASTS 2.2.1 BALLASTS FOR FLUORESCENT LAMPS shall be Class P, rapid start, high power factor, series type, energy efficient type. 2.2.2 BALLASTS FOR HIGH INTENSITY DISCHARGE LAMPS shall be constant wattage, high power factor, and shall be fused. 2.3 LAMPS 2.3.1 FLUORES LAMPS shall be cool white. 2.3.2 INCANDESCENT LAMPS are rated at 130 volts. 2.3.3 HIGH INTENSITY DISCHARGE LAMPS shall be warm white deluxe with self- extinguishing featurd, unless noted otherwise on the Drawings. 73- 90- 122 -00 16500 -1 3.0 EXECUTION 3.1 LIGHTING FIXTURFS 3.1.1 .INSTALL lighting fixtures as shown on the Drawings. 3.1:2. LIGHTING FIXTURES shall be fully lamped. END OF SECTION r_ 1.0 GENERAL 2.0 PRODUCTS Not used. 3.0 EXECUTION 73 -90- 122 -00,. 1.1 RELATED WORK SPECIFIED ELSEWHERE Testing Laboratory Services Project Closeout SECTION 16994 TESTING 1.2 SUBMITTALS 1.2.1 SUBMIT results of testing for each system to the Owner's Representative prior to Substantial Completion. 3.1 TESTING 3.1.1 TEST each system. Test results shall comply with specified standards and the manufacturer's published standards. Adjust and retest if the system does not meet the prescribed standard. 3.1.2 TEST AND BALANCE PANELBOARDS as follows: .1 Test the Bus Insulating Breakdown Voltage prior to energizing the panelboard. .2 With All Loads Applied, balance the load on each phase until the neutral current is minimum. 3,1.3 TEST GROUNDING as follows: .1 Test the Continuity of the System Ground prior to energizing the equipment. Resistance between the neutral and system grounds shall not exceed 5 ohms. END OF SEGTION' Section 01400 Section 01700 TUKWILA for the ALSTORES REALTY CORPORATION REPORT OF SOILS INVESTIGATION PROPOSED DISTRIBUTION CENTER WASHINGTON CITY OF TUKWILA APPROVED NOV; 01900 AS NOTED BUILDING DIVISION 0 JUN is isso V ALLIED N. y ad¢ JULIO* 1990 MAHAN & OESAtNO RECEIVED CITY OF TUKWILA JUL 0 6 1990 PERMIT CENTER EARTH SCIENCES 1800 WESTLAKE AVENUE NORTH • SEATTLE,WASHINGTON 98109 • ATWATER -8160 PARTNER: JOSEPH LAMONT,JR. ASSOCIATE: DONALD E. NELSON Alstores Realty Corporation P.O. Box 2232 Seattle, Washington 98111 Attention: MIT. Marvin Boys Gentlemen: JL -AAH: fm DAPAES 8 MOORE CONSULTANTS IN APPLIED EARTH SCIENCES SOIL MECHANICS • ENGINEERING GEOLOGY • GEOPHYSICS CARLC ADDRESS'DAMEMORC .September 14, 1966 ATLANTA NEW YORn . CHICAGO PORTLAND HONOLULU SALT LANE CITY HOUSTON SAN FRANCISCO LOS ANGELES SEATTLE WASHINGTON, 0.C. MADRID, SPAIN SAINT JOHN, N S..CANADA TEHRAN, IRAN We submit herewith five copies of our "Report of Soils Investigation, Proposed Distribution Center, Tukwila, Washington," for the Alstores Realty Corporation. The scope of the investigation was planned in discussions with Mr. Marvin Boys of your firm, and was outlined in our proposal dated July 13, 1966. Authorization to proceed with the investigation was given by your approval of our proposal on July 20, 1966. We appreciate the opportunity of serving you on this project. Should any questions arise concerning our findings or evaluations, we 1 would be pleased to confer with you at any time. 0 Yours very truly, DAMES & MOORE By Joseph Lamont, Jr. REPORT OF SOILS INVESTIGATION PROPOSED DISTRIBUTION CENTER TUKWILA, WASHINGTON for the ALSTORES REALTY CORPORATION SCOPE We present in this report the results of our soils investigation at the site of a proposed distribution center to be constructed in Tukwila, Washington, for the Alstores Realty Corporation. The site is located on the east side of 57th Avenue South and approximately three - quarters of a mile north of South 180th Street. The property comprises an area of 30 acres, which includes a 20 -acre area which has been owned by Alstores Realty for some time, and an adjoining 10 -acre tract to the east recently acquired from the Union Pacific Railroad. The tentative location of the proposed structure . on the site is shown on the Plot Plan, Plate 1. The purpose of this investigation is.to evaluate the soils beneath the proposed building area, and to develop recommendations for foundation support of the structure. Our evaluations include (1) recommendations for allowable bearing pressures to be u¢ed in the design of spread footings; (2) recommendations for floor slab support; (3) estimates of the magnitude and rate of footing and floor slab settlements; and (4) estimates of the magnitude and rate of areal settlements due to the placement of additional fill which will be required in the east portion of the site. PRIOR SITE DEVELOPMENT During the summer of 1965, an average thickness of 11 feet of fill was placed on the original 20 -acre Alstores site, bringing the grade up to between Elevations 26 and 27 in that area. The placement of this fill was DAMNS B MOORS! it -2 - checked by one of our engineers, and the results are described in a series of reports issued between July 15 and December 2, 1965. During the same period of time, an average of approximately eight feet of fill was placed on the adjoining Union Pacific Railroad property, bringing the site grade in th:.s area up to approximately Elevation 22. The fill placed at this latter location, was not checked with respect to compaction; however, the material was obtained from the same borrow source as that used on the Alstores site, and was generally placed under similar conditions. DESIGN CONSIDERATIONS The exact dimensions of your proposed building were not determined finally at the time of this investigation. However, we understand that the initial construction will be located primarily on the original Alstores site and probably extend on to the western portion of the area acquired from the Union Pacific Railroad. Tentatively, the initial building is expected to be approximately 450 by 1,400 feet in plan dimensions, and this building area has been shown on our Plot Plan. Future expansion would extend the building approximately an additional 300 feet to the east. We understand that the building will be one story in height with mezzanines in certain areas, probably at the west end. The floor grade will be at approximately Elevation 26 to 27. Yard grade will be about four feet lower. Structural design loads have not as yet been determined; however, we anticipate that column loads will be on the order of 50 to 150 kips. Design floor loads are expected to be relatively light, probably on the order of 150 pounds per square foot or less. DAMES 6 MOONS' f -3 - SITE CONDITIONS The site of the proposed construction is presently at two levels, as previously mentioned. The fill placed on the original Alstores site has raised the grade in that area to approximately Elevation 26 to 27, and fill placed on the Union Pacific property has raised the grade in that area to approximately Elevation 22. The surface of the fill in both areas is ° essentially level. The proposed building site was explored by drilling ten deeper borings (Borings 1 to 10) at the locations shown on the Plot Plan. An addi- tional seven shallow borings (Borings 11 to 17) were also drilled at the locations shown on the Plot Plan to examine in more detail the condition of the upper fill soils. These latter borings were located primarily on the former Union Pacific property where fill control was not exercised during placement. The field explorations are described and the detailed logs are presented in Appendix A. The fill soils encountered at the boring locations on both the original Alstores site and the former Union Pacific site generally indicate moderate to firm compactness. Moisture and density tests on samples obtained . from the borings indicate that the compaction varies from about 85 to nearly 100 percent. The only low density developed from one test program on the fill was in the upper material at Boring 1. However, wish ^.o large a building area, it is always possible that other local area: c2 ' density may exist. The fill inspection rdports submitted earlier would also confirm this possibility. The upper natural soils below the fill usually consist of a relatively thin layer of moderately soft silty soil which is immediately 'OAMEB 8 MOORE - - underlain by a stratum of fine sand or silty fine sand which varies consider- ably in consistency, and ranges from approximately 5 to 15 feet in thickness. Over the western portion of the site, the upper fine - grained granular soils are underlain by moderately soft silty soils which generally extend to between 35 and 40 feet below grade. These intermediate silty soils are underlain by an intermediate stratum of relatively compact clean sand in which most of the borings in this area were terminated. Borings 1 and 6, however, were extended to greater depth, and revealed the intermediate granular stratum to be on the order of 10 to 20 feet in thickness, and to be underlain by additional alternating strata of silty and granular materials. Both ,of these deeper borings were terminated in a lower stratum of relatively compact granular soil. The subsurface soil conditions change gradually to the east. The silty soils, which are found immediately below the upper fine granular soils in the west, slope downward to the east and form a thinning layer of material which occurs between depths of approximately 35 and 45 feet at the locations of Borings 4 and 9. The layer of silty soil apparently decreases rapidly in thickness to the east as it was entirely absent at the locations of Borings 5 and 10. The eastward protrusion of the intermediate silty soils occurs within a mass of moderately compact clean sand which both overlies and underlies the intermediate silty soil at the location of Borings 4 and 9, and which constitutes the entire subsurface profile below the upper fine granular at the locations of Borings 5 and 10. All borings in this eastern area were terminated in the moderately compact clean sand which constitutes the major soil type in this area below the upper soils, and which is considered to be a continuation of the intermediate sand found in borings in the western portion of the site. DAMNS 8 MOORS - - Ground water level observations were made at a number of different boring locations. The results of these observations appear on the logs of the borings on Plates A -1 through A -5. The ground water table was generally found to be on the order of 10 to 12 feet below existing site grade, which is approximately the level of the ground surface prior to filling. GENERAL CONCLUSIONS AND RECOMMENDATIONS Based on the information obtained from the borings and the results of our analyses and evaluations, we conclude that the proposed building may be satisfactorily supported on footings founded in the fill soils, provided that moderate amounts of footing settlement may be tolerated. The floor slab may be satisfactorily supported directly on the existing compacted fill or on fill soils yet to be placed, provided that any new fill is placed to a satisfactory degree of compaction. The additional fill which must yet be placed on the tract acquired from the Union Pacific Railroad should be placed as far in advance of construction as possible so as to reduce the effect of any long- term residual settlements due to fill placement in this area on the completed structure. The different aspects of the proposed development are discussed in more detail in the following sections. FILL PLACEMENT We recommend that the additional till which will be required on the Union Pacific property, as well as any minor amounts of fill which may be required to bring the Alatores site to desired grade, be placed under engineer- ing supervision, and that all such fill be placed to at least 93 percent of the maximum density as determined by the Modified A.A.S.H.O. Compaction Test -6- Procedure. The fill should preferably consist of predominantly granular soil. A material similar to that which constitutes the major portion of the existing fill on the site would be suitable. We estimate that areal settlements due to placement of approximately five feet of additional fill on the Union Pacific property, which would be required to bring this area up to floor grade, will be on the order of two to three inches. Settlements near the edges of the filled area would be somewhat less. These estimates were computed from analyses of laboratory test data, but are also confirmed by settlement observations recorded by Morrison-Knudsen Company after fill placement on this site in 1965. These settlements should occur quite rapidly, and should be essentially complete within a period of two to three months after completion of fill placement. It is therefore our recommendation that fill yet to be placed on the Union Pacific tract be placed at least two to three months prior to the start of construction to minimize differential settlements between the portion of the structure on the original Alstores site and that portion on the Union Pacific tract. The installation of settlement markers to permit observation of•the fill settlement in the easterly area of the site is recommended. FOUNDATION SUPPORT We recommend that the proposed structure be founded on footings founded in the generally firm and compact fill soils. All footings should be °AMRS a MOORO founded a minimum of two feet below the lowest adjacent grade. For interior footings, the lowest adjacent grade may be considered as the top of the floor slab; for exterior footings, the lowest adjacent grade would be that adjacent i I; -7- to the building in the yard area. We recommend that all footings be at least two feet in minimum width. For footings founded in accordance with the fore- going recommendations, an allowable soil bearing pressure of 2,000 pounds per square foot may be used. This value is a "net pressure" and is intended to apply to the total of all loads- -dead, live and seismic, exclusive of the weight of the footings and any backfill over the footings. We recommend that all footing excavations be examined by a qualified soils engineer to determine the adequacy of the fill material to provide proper footing support. Should any soft areas be found at the base of any footing excavation at the time of examination, we recommend that the soft material be completely removed from below the footing location and replaced with granular backfill compacted to at least 95 percent of the maximum density. Where the zone of soft soil is thin, lean concrete might be used as an alternate backfill. Footing settlements will be dependent on the magnitude of column loads and the specific soil conditions at any given footing location. The zone of influence of any footing will extend to relatively shallow depth, and as the upper soil conditions are generally similar across the site, there should be little difference in settlements for footings supporting the same magnitude of loads in different areas. We estimate that footings supporting loads on the order of 50 kips will experience settlements ranging from about one -half inch to one inch. The settlements would increase with increasing column loads, and footings supporting loads on the order of 150 kips should experience settlements ranging from about one to one and one - half inches. All footing settlements due to structural loads should occur rapidly as load is applied to the footings, and should be essentially complete within one to oAMEE B MOOR -8- two months following completion of construction. Since column loading and spacing have not been developed at this time, it is not possible to give very specific estimates regarding.differentiai settlement between columns. However, anticipating footing design and founda- tion preparation as described herein, we do not anticipate a problem in this respect. Generally, differentia settlement between columns is expected to be small, probably not exceeding one -half inch. FLOOR SLAB SUPPORT We recommend that the floor slab be supported directly on the fill ' soils once final grade has been established. Any soft areas which may be observed on the surface of the fill should be removed and replaced with granular backfill compacted to at least 93 percent of maximum density. In addition, we recommend that steps be taken to verify the adequacy of the fill surface for floor slab support by proof - rolling the area with a piece of heavy] earth - moving equipment. Should any soft or spongy areas be noted during proof - rolling, we recommend that such areas be excavated and,backfilled as recommended above. Should no soft or spongy areas be noted during proof- rolling, the area may be considered acceptable for floor slab support. Settlements due to floor slab loads will depend upon the magnitude of average imposed floor load and the specific soil conditions at any given location. Due to the presence of a substantial deposit of soft silty soils close to the natural ground surface in the western portion of the site and their relative scarcity in the eastern portion of the site, the settlement due to floor loading will generally increase from east to west. Settlement due to floor loads.of 150 pounds per square foot in the eastern portion of -9- the site is estimated to range from approximately one -half inch to one inch. The settlement estimate for a similar floor load in the western portion of the site is approximately one to one and one -half inches. The values reported herein refer to the center of large loaded areas. Floor settlements should occur fairly rapidly after load is applied. Where these will occur over a larger loaded area, footings will tend to move with the floor. In order to minimize differential settlements between the floor slab ; and building frame, we recommend that the frame be in place at least one month 1 before the floor is poured. This would permit most of the building frame settlement to occur in advance of floor construction. II � ROADWAYS AND PARKING AREAS We anticipate that certain adjacent roadways and parking areas will be subject to heavy truck loads. We recommend that flexible paving and a crushed rock base course be used. Assuming typical axle loads of 18,000 pounds for heavy duty trucks, we recommend three inches of asphalt wearing surface underlain by six inches of crushed rock in areas subject to truck traffic. In areas which might be subject only to automobile traffic, two inches of wearing surface underlain by four inches of crushed rock should be sufficient. Any softened soil which exists on the surface in areas to be 1 paved should be removed and replaced with granular backfill compacted to at least 93 percent of the maximum density prior to placing the base course. OAMSS a MOORS Adequate surface drainage should be provided, and paved areas adjacent to the structure should:be sloped away from the building or provided with specific drainage facilities. Respectfully submitted, DAMES & ' OORE o*MI .d MOoR5 { : REFERENCE: DRAWING ENTITLED ANDOVER .IhUUBTRIAL PARK GATED NAY, 1966, PROPERTY LINE • r ------ -- - -- I 05 • 15 • 10 I 1 POSSIBLE i FUTURE I O n ADDITION 1 0 •IT . 'M • 13 0 9 BORING NO.7 0 12 0 16 �3 • 8 PROPOSED DISTRIBUTION CENTER • PLOT PLAN FEET 0 100 100 300 400 r i 1 5T TM AVE. 50UT UNION PACIFIC RAILROAD PROPERTY �`�'� -- ORIGINAL ALSTORES SITE A -1 APPENDIX A FIELD EXPLORATIONS The site of the proposed structure was explored by drilling 17 borings with truck - mounted, cable -tool drilling equipment at the locations shown on the Plot Plan, Plate 1. Ten borings (Borings 1 to 10) were drilled to greater ! depth to explore the underlying natural soils as well as the overlying fill. The remaining seven borings (Borings 11 to 17) were shallow borings drilled in the eastern portion of the site to further explore the condition of the fill soils in this area. The deeper borings ranged from 51 to 91 feet in depth, while the shallow borings were on the order of seven to nine feet in depth. The field explorations were conducted under the continuous super- vision of one of our field engineers, who classified the soils by visual and textural examination and maintained a continuous log of each boring. The boring logs are presented on Plates A -1 to A -6. The soils were classified in accordance with the Unified Soil Classification System which is described on Plate A -7. Undisturbed samples of the soils encountered in the borings were obtained at regular intervals with a sampler of the type illustrated on page A -2. The number of blows required to drive the sampler a distance of one foot into the soil with a weight of 400 pounds and a stroke of 24 inches is shown above the sample notations on the log of each boring. The static ground water level observed at several boring locations is noted on the appropriate boring logs on Plates A -1 through A -5. DAMNS d MOOR■ DRIVING OR PUSHING MECHANISM COUPLING WATER OUTLETS NOTCHES FOR ENGAGING FISHING TOOL NEOPRENE GASKET � CHECK VALVES HEAD • NOTE( "HEAD EXTENSION" CAN BE INTRODUCED BETWEEN "HEAD" AND "SPLIT BARREL" SPLIT BARREL (TO OF CORE SAMPLE) BIT A -2 VALVE CAGE SPACE TO RECEIVE DISTURBED SOIL CORE.RETAINER RINGS (2.1h" 0.0. BY I LONG/ CORE.RETAININO DEVICE RETAINER RING RETAINER PLATES (INTE OTHE T WITH ) SOIL. SAMPLER TYPE U FOR SOILS DIFFICULT TO RETAIN IN SAMPLER U. S. PATENT NO. 2,318,062 • SPLIT BARRE LOCKING RING SPLIT FERRULE THIN.WALLED SAMPLING TUBE (INTERCHANGEABLE LENGTHS) ALTERNATE ATTACHMENTS COR E.RETAINING DEVICE OMM�Ei B MOORBE 30 20 15 10 0 -5 -10 -15 -20 - 2 5 - 30 17 M L 25 39.44 -75 • SM 14.84 -123 10.84 -131 38.7 % -82 27.8% -95 83.8% -47 46.4,4- 35 25.3%-10C -40 36 • BORING I ELEVATION 27.0 NOTEI • ELEVATIONS REFER TO U.S.C, • G.S. • DATUM OF 1929, M5L - ELEVATION 0.0 BROWN AND GRAY SANDY 'ILT AND SILTY SAND WITH OCCASIONAL GRAVEL (FILL) (FIRM AND COMPACT) WATER LEVEL 7 -29 -66 BROWN CLAYEY SILT (MODERATELY SOFT) GRAY SILTY FINE SAND (MODERATELY FIRM) GRAY SILTY FINE SAND WITH OCCASAONAL ORGANIC MATTER AND LAYERS OF GRAY FINE TO MEDIUM SAND (SOFT) GRAY CLAYEY SILT WITH LENSES Of BROWN PEAT AND CLAYEY SILTY FINE SAND (MODERATELY S0F1) GRADES FIRMER 2B.0-77 GRAY FINE TO MEDIUM SAND (MODERATELY -IC COMPACT) GRAY SILTY FINE SAND (MODERATELY LOOSE TO MODERATELY COMPACT) GRAY CLAYEY SILT WITH LENSES OF. GRAY FINE SAND (SOFT TO MODERATELY SOFT) GRAY SILTY SAND WITH OCCASIONAL SHELL FRAGMENTS (MODERATELY COMPACT) BORING COMPLETED 7 -26-66 30 25 17.eDe -103 20 -25 30.5 % -9C 20.1 15 10 43.0-75 1- 5 us If z g 0 77- -5 15 26,3} -96 20 -30 35.8% -86 16 • 19 • 30 • 5 • 4 • 5 • 6 • • 6 1 25 26 • SLOWS REQUIRED TO DRIVE SAMPLER ONE FOOT MoIATUN 'WEIGHT. 400 LS5., STROKE. 24 INCHES. CONt(NV 17 39.4% - 75 • INDICATES DEPTH AT WHICH UMOISTUSMED oar - -/ SAMPLE WAS EXTRACTED. NuNN1Tr CIINUICATES DEPMM AT WHICH SAMPLING ATTEMPT WAS MADE WITH NO RECOVERY, LOG OF BORINGS BORING 2 ELEVATION 26.4 ) ML SM ML SM ML SM SP BROWN AND GRAY SAPU1 SIL1 AND SIL11 SANG WITH OCCASIONAL GHAVEL (FILL) (FIPM AND COMPACT) BROWN CLAYEY SILT (MODERATELY SOFT) GRAY SILTY FINE SANE ( MODERATELY SOFT TU MODERATELI FIRM) GRAY CLAYEY SILT WITH LLNSLS O1 DRAY SILTY FINE SAND (MODERATELY SC•F1) RAY FINE 10 MEDIUM SAND (MODERATELY LUMPACT TO COMPACT) ()RING COMPLETED 7 -26 -66 WA1EH LEVEL WAS Nut MEASVNED MMES s ••oow111 ti • ML. BROWN AND GRAY 5AN01 SILT AND SILTY SAND WITH OCCASIONAL POCKETS OF ' BROWN PINE TO MEDIUM SAND (FILL) (FIRM AND COMPACT) ML. BORING 3 ELEVATION 25.8 GRAY CLAYEY SILT (MODERATELY SOFT) SM GRAY SILTY FINE SANG (SOFT) M,L GRAY SANDY SILT AND CLAYEY SILT WITH pT OCCASIONAL LENSES OF BROWN PEAT (SOFT TO MODERATELY SOFT) SP CAYPFINETTOO.EDIUM)SAND (MODERATELY BORING LEVELLWtS NOT. MEASURED 111 ) 1 LOG OF BORINGS I3 ) BORING 4 ELEVATION 21.5 ML GRAY SANDY SILT AND SILTY SAND W1711 SM POCKETS OF GRAY CLAYEY SILT (FILL) (FIRM AND COMPACT) ..WAtLR LEVEL 7 -25-66 LAY SILTY FINE 5AND (SOFT) Sp GRAY FINE TO MEUILM SAND ( MOLERATELY COMPACT TO CUNPACT) • ML GRAY SANDY sill WITH LENSES OF DRAY FINL TO MEDIUM SAND (MODERATELY " SOFT TO MODERATELY FIRM) DRAY FILE TO MEDIUM SAND (MODERATELY LOOSE) GRADES COMPACT "bURIN6 COMPLETEL 7 -22 -66 11111111111111111111 1.110011111 I8 • 19 • 34 • 21 • II • 26 15 • BORING 5 ELEVATION 22.3 GROWN AND GRAY SAM. Y SIL1 WITH POCKET OF GROWN FINE TO MELILM SAND (FILL) (FIRM AND COMPACT) rr . 1i ! .1 n: i{ lsjil` 1 1 ML TV ML !'i SP GRAY SAND1 SILT (SOFT) wATEJ LEVEL 7 -25-66 GRAY FINE SAND (LOUSE) GRADES MORE COMPACT GRAY FINE TO MEDILM SANG (MODERATELY COMPACT TO COMPACT) -30 GORING COMPLETED 7 -29 -66 25 14.5W-I04 20 14.55-118 11.9%%-116 15 10 29.6X-93 5 0 65.0W -60 - 5 -10 28.2`% -94 15 20 39.8¢ -82 25 30 - 35 3 7 .4 % -76 40 20.1% -111 -45 35.0 % -86 -50 25.4 %-100 -55 -60 33 • 51 • 6 • 8 • 4 5 49 33 53 • 120 25.0% -100 LOG OF BORINGS BORING 6 ELEVATION 26.9 M L bkOwN *NU GNAT 601.1.1 511.1 ANL SILTY SAND WITH OCCASIONAL PLC$LIS OF SM 6ROwN FINE 5Ar.L (FILL) § (FINM AND CCMFALT) Q .hA1Ek LEVLL 7 -20-66 ML FAY CLAYEY SILT (MULL.ATLL% SUET) 'GRAY FILE SAND (MOCERAILL1 LOOSE TU MODERAILLI LOMPACI) NIL GRAY SANDI SILT AND LLAYEI 6111 WITH ORGANIC MATTER (MOLL,ATLLY SOFT 10 MODERATELY FIRM) OCCASIONAL LAYERS OF 6k3w1. TEAT ; . j , I SP GRAY FINE TO MLLILM SAND with 111,515 j { SM AND GRAY 5IL1 (MODERATELY A LUCSE 1 ML TO MODERATELY COMPACT) L GRAY CLAYEY SILT (SOFT) GRAY 51lTY 54N1. wITh UCLASIONAL SHELL FNAGMEN1S ANL GRAVLL ( MODERATELY LOOSE TO MODERATELI CO',PACT) ML GRAY SANDY SIL1 (FIRM) GRAY FINE 1J MLUILM SAND ( MOCERATELY COMPACT TO COMPACT) 801111.0 LUMPLEIED 7 -21 -66 .w.•.... 30 25 21.60-105 31,00-90 20 12.10-122 15 10 5 O 38.50-80 -5 -10 -15 -20 -25 44.00 -76 21.60-105 29.80-93 BORING 7 ELEVATION 26.6 BROWN AND GRAY SANDY IL SAND (FH1.L1 AND COMPACT) WATER LEVEL 7 -29-66 GRAY SILTY 11NL BAND (MODERATELY SOFT 10 MODERATELY FIRM) BROWN CLAYEY SILT WITH ORGANIC MATTER AND OCCASIONAL LENSES OF BROWN PEAT ( MODERATELY SOFT) GRAY FINE TO COARSE SAND (COMPACT) BORING COMPLETED 7 -27 -66 z 30 25 16.00 -115 20 10 25.40 -I00 23.50-104 15 27.40 -98 26,50 -98 0 W -5 -10 20 -25 30 29.8. -92 25.05-98 -15 28.45 -81 17 24 ■ 27 • 5 ■ 9 ■ 24 • 38 1 14 ■ 24 ■ 95 • 17 1 • LOG OF BORINGS �ia• hlt •S W ML S�+F • ML SP BORING 8 ELEVATION 26.0 BROWN SANDY 6111 *ND SILTY SAND WITH POCKETS OF BROWN FINE TO MLDIUM SAND (FILL) (FIRM AND COMPALT) BROWN CLAYEY SILT ( MODERATLLY SOFT) GRAY FINE SANG (MODERATELY LOOSE TO MODERATELY COMPACT) GRAY FINE TO COARSE SAND (MODERATELY COMPACT TO COMPACT) BROWN CLAYEY SILT (MODERATELY SOFT) (RAY FINE TO MEDIUM SAND (COMPACT) BORING LEVEL 2 T MEASUREO 25 20 15 10 -15 -20 23.4% -100 24.2 ■101 31.4$ -93 32,0$ -95 5 0 ' 19.1 %-110 -25 -30 35 - 40 31.4 % -89 24.4 % ■99 30 • 20 ■ to • 4 6 6 . • 12 • 9 • 9 12 28 • 44 • 11 1 YIP SP wry"— ML 111 ML SP P ! sp BORING 9 ELEVATION 22.2 8R0Wh AND GRAY SANDY SILT AND SILTY SAND WITH POCKETS OF BROWN FINE SAND (FILL) (FIRM AND COMPACT) yROWN FINE SAND (MODERATELY COMPACT) 1 C-WATER LEVEL 7 -25 -66 GRAY FINE SAND ( MOCERATELY LOOSE) GRADES TO FINE TO MEDIUM SAND 5 GRAY FINE TO COARSE SAND (MODERATELY LOOSE TO MODERATELY COMPACT) GRAY SANCY SILT (MODERATELY FIRM) INCREASING SAND CONTENT GRAY FINE TO MEDIUM SAPO (MODERATELY COMPACT TO COMPACT). 0 BORING COMPLETED 7 -22 -66 • 25 20 22.0$ -104 -15 21,6$ -99 15 49.1 % -71 10 31.0$ -92 ic s. 0 ▪ 5 W 25.7$-99 10 27,2$ -99 -20 -25 28.2$ -94 -30 14 • 36 • 34 • 13 • 13 • 10 • I • 21 • LOG OF BORINGS BORING 10 ELEVATION 22.0 BkOMA ANL GRAY SANDY SIL1 wllh POCKETS OF GRAY FINE 10 MELILM SANE (FILL) (FIPM AND COMPACT) BROWN CLAYEY SILT (MODERATELY SOFT TO MODERATELY FIRM) GRAY SILTY FINE SAND ( MODERATELY SOFT) • GRAY FINE TO MEGILM SANG (MODERATELY COMPACT TO COMPACT) BORING COM.PLETEC 7 -29 -66 wATEk LEVEL WAS NOT MEASURED sw1110•s s moon= 25 30 LL 25 • s 20 W 20 13 15,05-114 • 15 26.4 % - 96 • 15 25 15 10 25 t ?0 6 • 15 14.8% -111 20.2 % -102 26,4$- 94 28.2%- 92 27.15- 27.85- 92 16 • • • 16 • 24 20 26.0$- 99 ■ 14 32.8%- 89 • 16 • 22 7 1 ■ BORING II ML ALA SP ML ML ELEVATION 22 + BROWN AND GRAY SANDY SILT AND SILTY SAND WITH POCKETS OF GRAY CLAYEY SILT (FILL) (FIRM AND COMPACT) BORING COMPLETED 8 -12 -66 BORING 12 ELEVATION 26 ± BROWN AND GRAY SANDY SILT AND SILTY SAND WITH POCKLTS OF BROWN FINE 70 MEDIUM SANG (FIRM AND COMPACT) BORING COMPLETED 8 -11 -66 BORING I3 ELEVATION 22 ± BROWN AND GRAY SANDY SILT AND SILTY SAND (FILL) (FIRM AND COMPACT) BORING COMPLETED 8 -11 -66 BORING 14 ELEVATION 22 F BROWN AND GRAY SANDY SILT ANC SILTY SAND (FILL) (FIRM ANC COMPACT). BORING COMPLETED 8 -11 -66 W • 20 23.0 % -102 ■ 24.050- 96 I ■ r 15 4' 7 • W 25 10 25 20 27.24- 94 27.0$- 95 15 28.2$- 92 26.45-100 10 20 17.750 -105 23.0$- 93 15 I O 22 39 16 • • 16 • ■ 21 • 7 V LOG OF BORINGS BORING 15 ELtvAT10N 22 + BkOwN AND GRAY SANDY SILT AND SILTY SAND (FILL) (FIRM ANU COMPACT) BROWN SANDY SILT 6ITh OCCASIONAL R' TS (MODERATELY SOFT TO MODERATELY FIkr) BORING COMPLETED 6 -12 -6E BORING 16 ELEVATION 22 + BORING COMPLETED 8 -11 -66 BORING 17 ELEVATION 22 + ML skoAN AND GNAT SANDY JILT ALL SILTY SAND wITH OCCASIONAL POCKETS OF GkAY CLAYEY SILT (FILL) (FIRM AND COMPALT) bAOAh AND GRAY SANDY SILT wITh POCKETS OF (* AY CLAYEY SILT (FILL) (FIRM ANL COMPACT) WRING COMPLETED 8 -11-66 ow�•.s 111 atl•oow111 MAJOR DIVISIONS GRAPH SYMBOL LETTER SYMBOL TYPICAL L'ESCRIPMNS COARSE GRAINED SOILS . MORE THAN $0% Of MATERIAL IS WitIETV7A:IN. GRAVEL AND GRAVELLY SOILS MORE THAN 50% OF COARSE row- TION R;TAINLEI ON N0.4 SIEVE CLEAN GRAVELS (LITTLE OR NO riNcs) Tr i I lfg .... GW *ELL-GRADED GRAVELS, GHAvEL. SAND 0IATURCS, LITTLE OR NO FINES :e::■:::F :e::::+4 GP POORLY-GRADED GRAVELS,ORAvEL- SAND MIXTuRES, LITTLE OR NO rcs th ( GRAVELS WITH FINES i GM SILT GRAVELS, GRAVEL-SAND- SILT MIXTURES (APPRECIABLE AmOUNT or FINES) GC CLAM GRAVELS, GRAVEL-SAND- CLAY mIXTURES SAND . AND • SANDY SOILS ' MORE THAN 50% Or COARSE FRAC- TION PASSING NO. 4 SIEVE CLEAN SAND (t. i T TLC OR NO FINES) :.:, • ... •.•.. .:.'..."':' :•:'.•:.•••■ ....1....:.% SW *ELL-GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES SP __— POORLY-GRADED SANDS, GRAVELLY SANDS, LITTLE ON NO FINES SANDS WITH FINES (APPRECIABLE AMOUNT l 141415/ *. sm SILTY SANDS, SAND-SILT mIXTuRES Of FINES) ) ze,,e . ' 1 ,./ SC: CLAYEY SANDS, SAND-CLAY MIXTURES FINE GRAINED SOILS MORE THAN 50% Or MATERIAL IS *We& THAN NO. SIZE I I I ML INORGANIC SILTS AND VERY FINE SANDS, ROCK rLoto, SILTY OR CLAYEY FINC SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY SILTS LIQUID LImIT AND CLAYS ilas THAN 50 CL INORGANIC CLAYS Or LON TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS i 1 1 I i I 1 1 1 1 i 1 0 L ORGANIC SILTS AND ORGANIC SILTY CLAYS Of LO* PLASTICITY 1 l' H I Ili, ill M H 1 INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR SILTY SOILS SILTS AND Lieum LIMIT CLAYS EMI THAN 50 CH INORGANIC CLAYS Of HIGH ICITY, FAT CLAYS OH ORGANIC CLAYS Or MEDIUm TO WM. PLASTICITY, ORGANIC SILTS PEAT, HUMUS, SWAMP SOILS wITH HIGH ORGANIC CONTENTS HIGHLY ORGANIC SOILS PT _ NOTE: DUAL SYMBOLS ARC USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS. SOIL CLASSIFICATION =ART UNIFIED SOIL CLASSIFICATION SYSTEM • 11111100111111 B -1 APPENDIX B LABORATORY TESTS The shearing strengths of the soils were evaluated from the results of direct shear testa on undisturbed samples. These tests were performed in the manner desctibed on page B -2. A constant rate of shearing deflection was maintained throughout each test. The results of the direct shear tests are presented in tabular form on Plates B -1 to B -3. Consolidation tests were performed on selected samples of the fill soils and the more compressible natural soils to provide data for estimating settlements. The test procedure is described on page B -3. The test results are presented in graphical form on Plates B -4 and B -5. Moisture and density determinations were made in conjunction with each of the above tests and oa certain other samples. The results of these tests are presented adjacent to the appropriate sample notations on the boring logs. DAMNS & MOON■ B -2 METHOD OF PERFORMING DIRECT SHEAR AND FRICTION TESTS DIRECT SHEAR TESTS ARE PERFORMED TO DETERMINE THE SHEARING STRENGTHS OF SOILS. FRICTION TESTS ARE PERFORMED TO DETERMINE THE FRICTIONAL RE- SISTANCES BETWEEN SOILS AND VARIOUS OTHER MATE- RIALS SUCH AS WOOD, STEEL, OR CONCRETE. THE TESTS ARE PERFORMED IN THE LABORATORY TO SIMULATE ANTICIPATED FIELD CONDITIONS. • EACH SAMPLE IS TESTED WITHIN THREE BRASS RINGS, TWO AND ONE -HALF INCHES IN DIAMETER AND ONE INCH IN LENGTH. UNDISTURBED SAMPLES OF IN -PLACE SOILS ARE TESTED IN RINGS TAKEN FROM THE SAMPLING • DEVICE IN WHICH THE SAMPLES WERE OBTAINED. LOOSE SAMPLES OF SOILS TO BE USED IN CON- STRUCTING EARTH FILLS ARE COMPACTED IN RINGS TO PREDETERMINED CONDITIONS AND TESTED. DIRECT SHEAR TESTING & RECORDING APPARATUS DIRECT SHEAR TESTS A THREE -INCH LENGTH OF THE SAMPLE IS TESTED IN DIRECT DOUBLE SHEAR. A CONSTANT PRES- SURE, APPROPRIATE TO THE CONDITIONS OF THE PROBLEM FOR WHICH THE TEST IS BEING PER- FORMED, IS APPLIED NORMAL TO THE ENDS OF THE SAMPLE THROUGH POROUS STONES. A SHEARING FAILURE OF THE SAMPLE IS CAUSED BY MOVING THE CENTER RING IN A DIRECTION PERPENDICULAR TO THE AXIS OF THE SAMPLE. TRANSVERSE MOVEMENT OF THE OUTER RINGS IS PREVENTED. THE SHEARING FAILURE MAY BE ACCOMPLISHED BY APPLYING TO THE CENTER RING EITHER A CONSTANT RATE OF LOAD, A CONSTANT RATE OF DEFLECTION, OR INCREMENTS OF LOAD OR DE- FLECTION. IN EACH CASF, THE SHEARING LOAD AND THE DEFLECTIONS IN BOTH THE AXIAL AND TRANSVERSE DIRECTIONS ARE RECORDED AND PLOTTED. THE SHEARING STRENGTH OF THE SOIL IS DETERMINED FROM T::. r.ESULTING LOAD - DEFLECTION CURVES. FRICTION TESTS IN ORDER TO DETERMINE THE FRICTIONAL RESISTANCE BETWEEN SOIL AND THE SURFACES OF VARIOUS MATERIALS, THE CENTER RING OF SOIL IN THE DIRECT SHEAR TEST IS REPLACED BY A DISK OF THE MATERIAL TO BE TESTED. THE TEST IS THEN PERFORMED IN THE SAME MANNER AS THE DIRECT SHEAR TEST BY FORCING THE DISK OF MATERIAL FROM THE SOIL SURFACES. 041111111111141 s MOOR• B -3 METHOD OF PERFORMING CONSOLIDATION TESTS CONSOLIDATION TESTS ARE PERFORMED TO EVALUATE THE VOLUME CHANGES OF SOILS SUBJECTED TO INCREASED LOADS. TIME- CONSOLIDATION AND PRESSURE- CONSOLIDATION CURVES MAY BE PLOT- TED FROM THE DATA OBTAINED IN THE TESTS. ENGINEERING ANALYSES BASED ON THESE CURVES PERMIT ESTIMATES TO BE MADE OF THE PROBABLE MAGNITUDE AND RATE OF SETTLEMENT OF THE TESTED SOILS UNDER APPLIED LOADS. EACH SAMPLE IS TESTED WITHIN BRASS RINGS TWO AND ONE - HALF INCHES IN DIAMETER AND ONE INCH IN LENGTH. UNDIS- TURBED SAMPLES OF IN -PLACE SOILS ARE TESTED IN RINGS TAKEN FROM THE SAMPLING DEVICE IN WHICH THE SAMPLES WERE OBTAINED. LOOSE SAMPLES OF SOILS TO BE USED IN CONSTRUCTING EARTH FILLS ARE COMPACTED IN RINGS TO PREDETERMINED CONDITIONS AND TESTED. IN TESTING, THE SAMPLE IS RIGIDLY CONFINED LATERALLY DEAD LOAD- PNEUMATIC BY THE BRASS RING. AXIAL LOADS ARE TRANSMITTED TO THE ENDS OF THE SAMPLE BY POROUS DISKS. THE DISKS ALLOW DRAINAGE OF THE LOADED SAMPLE. THE AXIAL COMPRESSION OR EXPANSION OF THE SAMPLE IS MEASURED BY A MICROMETER DIAL INDICATOR AT APPROPRIATE TIME INTERVALS AFTER EACH LOAD INCREMENT IS APPLIED. EACH LOAD IS ORI»AI # pTt,.Y TWICE THE PRECEDING LOAD. THE IN- CREMENTS ARE SELECTED TO OBTAIN CONSOLIDATION DATA REPRESENTING THE FIELD LOADING CONDITIONS FOR WHICH THE TEST IS BEING PERFORMED. EACH LOAD INCREMENT IS ALLOWED TO ACT OVER AN INTERVAL OF TIME DEPENDENT ON THE TYPE AND EXTENT OF THE SOIL IN THE FIELD. CONSOLIDOMETER DAMES O MOOR■ BORING ELEVATION SOIL TYPE TYPE OF TEST DRY DENSITY LBS. /CU.FT. MOISTURE CONTENT /° OF DRY WEIGHT NORMAL PRESSURE LBS. /SO.FT. SHEAR STREN LBS.SSO.FT. cV (\t (\1 (v m c'') () v 25.0 SILTY SAND AND SANDY SILT DS 75 39.4 7J0 I400 12.0 SILTY FINE SAND DS 82 38." 500 170 -3.0 CLAYEY SILT DS 47 83.8 100C 320 -15.0 FINE TO MEDIUM SAND CS 94 28.6 3000 2400 -29.0 CLAYEY SILT DS ; 72 48.4 4000 1150 -38.0 SILTY SAND CS 100 25.3 4000 2000 20.9 SANDY SILT AND SILTY SAND CS 90 30.5 15C() 1400 5.4 SILTY FINE SAND DS 75 43.8 1500 600 -9.6 CLAYEY SILT DS 77 38.4 3500 . 1300 -18.6 FINE TO MEDIUM SAND DS 96 26.3 3500 250C 20.3 SANDY SILT AND SILTY SAND DS 95 26.8 I250 1900 -0.2 SANDY SILT AND CLAYEY S I L1 DS 81 36.2 50C 260 -10.2 SANDY SILT AND CLAYEY SILT 05 79 39.5 300C 80C 15.5 SANDY SILT AND SILTY SAND CS 92 31.I 20CC 1950 DT IPA It 'SGVISI CHECKED � < < . BY DATE TO GO COPY TO GO FILE BY DATE TO GO .; g _ :• • SUMMARY OF STRENGTH TEST DATA K DS =DIRECT SHEAR TEST TRI -X= TRIAXIAL COMPRESSION TES UCC = UNCONFINED COMPRESSION • • TEST BORING ELEVATION SOIL TYPE TYPE OF TES DENSITY LBS./CU.FT. MOISTURE CONTENT �° OF DRY WEIGHT PRESSURE LBS.�SO.FT. SHEAR STRENGTH LBS.50.FT. 4 1.5 FINE TO MEDIUM SAND CS 110 I7. I I000 'IOC 5 19.8 SANDY S 1• LT DS 97 25.3 ION 1000 5 11.8 SANDY SILT DS 82 38.7 500 160 5 '11.8 SANDY SILT 1)S 82 38.7 15C0 E20 6 5.9 FINE SAND DS 93 29.6 200C 1200 6 -4.1 SANDY SILT AND CLAYEY SILT DS 60 65.0 1500 540 6 -11.0 FINE TO MEDIUM SAND 05 94 28.2 2000 I5CC 6 -34.1 -iS I LTY SAND 05 78 3 4500 1 100 7 21.1 SANDY SILT AND SILTY SAND GS 92 29 .8 1750 28GC 7 1.1 SI LT FINE SAND DS 80 38.5 250C 900 7 -8.9 CLAYEY SILT OS 76 44.0 2000 700 7 -13.9 FINE TO COARSE SAND DE 105 21.6 2500 1900 8 23.5 SANDY SILT AND SILTY SAND 05 1 1 5 16.0 50C 720 8 10.5 FINE SAND DS 98 27.4 1000 700 • 01, • '• YALE COPY TO GO FILE CHECKED BY i rw VISI vr.* BY DATE TO GO BY DATE TO GO I1 • B • SUMMARY OF STRENGTH TEST DATA KEY: DS =DIRECT SHEAR TEST TRI -X= TRIAXIAL COMPRESSION TES UCC = UNCONFINED COMPRESSION TEST BORING ELEVATION SOIL TYPE TYPE OF TEST DENSITY LBS. /CU.FT. MOISTURE % OF DRY WEIGHT PRESSURE LBS. /SO.FT. SHEAR STRENGTH LBS.ISO.FT. 0o 01 v, o o 0 0.5 FINE TO CCARSE SAND DS 98 26.5 500 240 15.2 SANDY SILT AND SILTY SAND DS 101 24.2 2250 2300 -13.8 SANDY SILT DS 89 31.4 2500 950 19,5 SANDY SILT DS 104 22.0 250 440 1 1.5 CLAYEY SILT DS 72 49.0 1000 400 -8.5 FINE TO MEDIUM SAND DS 99 25.7 1500 1100 O I• • :t • BY IF DATE CHECKED BY COPY TO GO FILE -. SUMMARY OF STRENGTH TEST DATA REVISIONS BY DATE TO GO BY DATE TO GO KEY: DS = DIRECT SHEAR TEST TRI - TRIAXIAL COMPRESSION TEST UCC = UNCONFINED COMPRESSION TEST I { I BORING 10 ELEV. 11.5' ELEV. BORNG 2 � 0.4' BORING ELEWITIDN SOIL TYPE MOISTURE CONTENT DRY DENSITY N LBS. /CU. FT. BEFORE AFTER 2 10 0.4 11.5 '„ CLAYEY SILT CLAYEY SILT 49,4 49.0 44.8 45.8 70 72 • • .00 .01 .02 .03 .04 Z .07 0 ° .08 J 0 Z U .09 .10 a° 5° .°° LOAD IN LBS. /SO. FT. 0 0 p°° 0°P A00°, 0°� p� 0cP00° CONSOLIDATION TEST DATA SAMOS O MOON MAY -01 -1991 14 :50 FROM JOHN GRAHAM & ASSO: TO III DIP Graces John G'ahom hssodON4 . OCR Wooly May 1, 1991 Mr. Gary Schenk, Inspector City of Tukwila 6300 Southcenter Blvd. Tukwila, Washington 98188 RE: Bon Warehouse Addition Southcenter (Permit 6379) 520 Pike street Gentlemen: suit+ 1100 Seattle, Washington 98101-4093 Reference is made to Construction Materials Testing Laboratories, Inc. (CMTL, 206 �6l -61-6 000 Inc.) reports #24 and 25 referring to shim plates and additional dowel bars used PrinclpaIsr at the vertical joint connections of some tilt up panels for subject project. Jame, C Pearce NA William F 9Cruryma AA RoWrlck R Klrkwrood PE Based on these reports and supplemental information provided by CMTL this Jonathon EPIMl1 NA date, these variances are acknowledged and I am satisfied that these joints are Senior Associates: structurally adequate. Michael E eortunek AA Dale B Dzuboy AIA R Scott Kruse Sincerely, Richard M McirII y Pt James 0 Mourn= ENIng J Olsen PE Herber! Rotundao, PQ Robot!. Sundln JOHN GRAHAM ASSOCIATES Herb Rozendaal, P.E. cc: Allied Stores HR/mcs O 94313665 P.02 OLPGrovo Offices. . S'orthe ':oroto0oSpringrs FarmInotor Minn.ocells OmoI . *Ic •r s ^7R : " $0Cr m.nto ScrltLakr c' +a ralnro NAME ADDRESS & ZIP PHONE ` / �r �� ' '" 4 , L -I/4, a 9.2.2 - 07 0 '‘‘h1 1 S,,, 44 ri P(; 4_ 19 C . EMI T"(°- e ELVEY A uta sagas a Rf. - ,.ttK� 844— "ZesD DATE: / "�� —�� PROJECT: ��, /2 S 7L CITY OF TUKWILA PRE -CON ATTENDANCE SIGN UP SHEET TO :JOE CLESSON'S ROOFING, P.O. Box 99417 - 3807 94th SW-- TACOMA, WASHINGTON 98499 1.1c . oR A I 51e'/ irt 1 . 1 •) 1 ) 4't ge‘ ifir4 DATE .... T . 4 ee... _ y$ edae9.-?g.!2 ..r.ktreA ry.matn. •■••••••0 • PLEASE REPLY J NO REPLY NECESSARY cej Aret,-. : ."•••■ um* ...•••••■•• Monet ••■••••••■•••.. •••■• flHL T 6-Z CONS'l ..UCTIOI4 MATERIALS TEST iG LA LRATORIES. INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 FIELD INSPECTION REPORT CLIENT: Absher Construction PROJECT: Bon Marche' Warehouse ADDRESS: 1 700 South Center Parkway, Tukwila CONTRACTOR: CLIENT DATE OF INSPECTION: 03 - -91 REPORT NO.: 30 OONTRACT or PERMIT NO.: 6379 PROJECT NO.: T - 7707 I arrived on the jobsite today to continue inspection of concrete placement for closure strips on the north and south interior slab sections. Inspection of reinforcement steel was found to be adequate, in accordance with the jobsite plans. I cast one set of three each 6 "x12" concrete cylinder samples for compressive strength tests, to represent the above placement. During. placing of the third truck, problems developed with the pumping equipment, which was subsequently corrected, but this delay caused the fourth truck to have time in the truck" on concrete in excess of one and one half hours. Time was approximately one hour and forty five minutes to two hours. The Contractor representative decided to use this concrete after having discussions with myself concerning the problem. There was no apparent visual problem with the concrete and work ability seemed okay. This concrete was placed in the north end closure strip, between approximately 24 and 25 lines. Weather: CT /fm Cloudy Iqa�I'J MAR 28 1991 . : f' Inspector: C.Thorogood Inspection • Soil Testing • Concrete Testing asphalt Testing • Site Investigation • Concr Ind Asphalt Coring CLIENT': PROJECT: ADDRESS: CONTRACTOR: CONSTRUCTION MATERIALS TESTING LAIRATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 • FIELD INSPECTION REPORT DATE OF INSPECTION: 03 -20 -91 Absher Construction Bon Marche' Warehouse 1700 South Center Parkway, Tukwila CLIENT PROJECT.: T -7707 REPORT NO.: 29 CONTRACT or 6379 PERMIT NO.: I arrived on the jobsite at 8:30 a.m. to conduct visual welding inspection. Inspected and accepted were welds made from tie straps to logger angels, roof el., east and west end of building, and the three missing panel to panel welds located at the top of the west end of the building. Both con- nection welds were made from the inside of the building. These missing welds were found by the City of Tukwila inspector. Weather: Clear DD /fm Inspection • Soil Testing • Concrete Testing Asphalt Testing • Site Investigation • Concr Ind Asphalt Coring CLIENT: PROJECT: ADDRESS: CONTRACTOR: CLIENT Weather: CT /fm CONSTRUCTIO 'MATERIALS TESTING LA4JRATORIES, INC. Absher Construction Bon Marche' Warehouse 1700 South Center Parkway, Tukwila (CMTL, INC.) A Division of Western Testing Laboratories Clear - 40's A.M. /50's P.M. 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 FIELD INSPECTION REPORT DATE OF INSPECTION: 0 3 - 2 0 - 91 REPORT .NO. : CONTRACT or PERMIT NO.: PROJECT NO.: 29a 6379 T -7707 I arrived on the jobsite to conduct soils inspection and testing of interior perimeter backfill operations. The north and east sides were finished to the slab subgrade and the south end was approximately 6" below finish subgrade. All tests showed acceptable rates of compactions. For locations and results, see today's in -place density tests report. Roofing inspection was also conducted today and is covered in a seperate report'. Structural bolting is still incomplete . with no work noted in this area today. Inspector; C. Thorogood Inspection • Soil Testing • Concrete Testinc' Asphalt Testing • Site Investigation • Conct Ind Asphalt Coring V CLIENT: : Absher Construction PROJECT: Bon Marche' Warehouse JDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT -PLACE DENSITY TEST METHOD: REMARKS: CONSTRUCTION MAMRIALS TESTING LABORATORIES, INC. (0411, 11K) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN -PLACE DENSITY TEST REPORT ASTI D -2922 DATE: • 03 -20 -91 PACE: 1 of 1. PROJECT NO.: T -7707_ REPORT NO.: 29a CONTRACT or 6379 PERMIT NO.. TECHNICIAN: C.Thorogood MAXIMUM DENSITY ' bl ' METHOD: ASZM D- 698/D- 1557(D)* _ -CONFORMS- 5T ELEVATION LOCATION A. Sly - •eire- o z FIELD DENSITY PER- cENT MOIST- URE LAB CURVE 016,Y4 flthog LBS. /CU.FT. WET DRY DRY WT. # / CF. OPTIMtM WATER % it A Building perimeter interior appro. 24 @ H P -5* 138.0 130.5 5.7 136.3 7.7 95.7 95% i2 a Building perimeter interior appro. K s@ 25 P -5 138.0 130.25 6.0 136.3 7.7 95.6 " i3 d Building perimeter interior appro. P @ 25 P -5 139.0 131.0 6.1 136.3 7.7 96.1 " i4.:• =` Building perimeter interior appro. S @ 25 P -5 141.5 133.25 6.2 136.3 7.7 97.8 " i5 A. Building perimeter interior appro.V @ 25 P -5 139.0 131.0 6.1 136.3 7.7 96.1 in i6 -6" Building perimeter interior appro. W @ 24 P -2 132.0 124.75 5.8 125.9 7.6 99.1 " i7 -6" Building perimeter inlgar moo. 20'W:24 @ W, P -2 130.0 122.5 6.1 125.9 7.6 97.3 " , V CLIENT: : Absher Construction PROJECT: Bon Marche' Warehouse JDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT -PLACE DENSITY TEST METHOD: REMARKS: CONSTRUCTION MAMRIALS TESTING LABORATORIES, INC. (0411, 11K) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN -PLACE DENSITY TEST REPORT ASTI D -2922 DATE: • 03 -20 -91 PACE: 1 of 1. PROJECT NO.: T -7707_ REPORT NO.: 29a CONTRACT or 6379 PERMIT NO.. TECHNICIAN: C.Thorogood MAXIMUM DENSITY ' bl ' METHOD: ASZM D- 698/D- 1557(D)* 6u' CLIENT: PROJECT: ADDRESS: CONTRACTOR: Weather: Rain DD/ fm CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 FIELD INSPECTION REPORT Absher Construction Bon Marche Warehouse 1700 South Center Parkway, Tukwila CLIENT Inspection • Soil Testing • Concrete TesUnr Asphalt Testing • Site Investigation • Conc DATE OF INSPECTION: 03-04-9: REPORT NO.: 25 CONTRACT or PERMIT NO.: 6379 PROJECT NO.: T-7707 I arrived on the jobsite at 09:15 a.m. to conduct visual welding inspection, Inspected and accepted were panel to panel connection welds. Some welds required , slag to be .removed.:- Additional ' dowels were added as necessarl to close the gaps between the panels. and Asphak. Coring CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. V‹)7 CLIENT: PROJECT: ADDRESS: COIJTRACTOR: Absher Construction Bon Marche Warehouse Addition 1700 South Center Parkway, Tukwila Absher Construction I arrived bn site at.9:00 for visual Inspected and accepted were panel buildings footing. Work was just panel welds. Because of irregular and in some cases shinnlates will Weather: Clear (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT weld inspection. DATE OF INSPECTION: 02-28-91 REPORT NO.: CONTRACT or PEI UT NO.: 6379 PROJECT NO.: T -7707 to embed plates, welding located in the beginning on making the inside panel to gaps between the panels, add___tional dowels have to be used to make welding possible. Welder, P. Riemar)'is welding today, he is currently WABO certified. Inspection • Soil Testing • Concrete Testing • , )halt Testing • Site Investigation • Concrete . 1 Asphalt Coring CLIENT: PROJECT: ADDRESS: CONTRACTOR: CONSTRUCTIONMATERIALS TESTING LABORATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Absher Construction Bon Marche Warehouse Addition 1700 South Center Parkway, Tukwila Absher Construction Inspection • Soil Testing • Concrete Testing • REPORT NO.: CONTRACT or PERMIT NO.: PROJECT NO.: a+c m :LW.m yy r. ED MAR 7 i;91 TUKWILA PUBLIC WORKS DATE OF INSPECTION: 02 - 2 8 - 91 I arrived on site at 9:00 for visual weld inspection. Inspected and accepted were panel to embed plates, welding located in the buildings footing. Work was just beginning on making the inside panel to panel welds. Because of irregular gaps between the panels, additional dowels and in some cases, shinplates will have to be used to make welding possible. Welder, P. Rieman is welding today, he is currently WABO certified. ■halt Testing • Site Investigation • Concrete 1 Asphalt Coring 23 6379 T -7707 Cl� DLR Group John Graham Associates DLR Group May 1, 1991 Mr. Gary Schenk, Inspector City of Tukwila 6300 Southcenter Blvd. Tukwila, Washington 98188 RE: Bon Warehouse Addition Southcenter (Permit 6379) 520 Pike Street Gentlemen: Suite 1100 Seattle, Washington 98101-4093 461 -6 R is made to Construction Materials Testing Laboratories, Inc. (CMTL, 461 -6000 g , Inc.) reports #24 and 25 referring to shim plates and additional dowel bars used Principals: at the vertical joint connections of some tilt up panels for subject project. James C Pearce AIA William F Buursma A!A Roderick R Kirkwood PE Based on these reports and supplemental information provided by CMTL this Jonathan E Pettit MA date, these variances are acknowledged and I am satisfied that these joints are Senior Associates: structurally adequate. Michael E Bartunek A/A Dale E DzubayAlA R Scott Kruse Richard M Mclnelly PE James B Mossman Erling J Olsen PE Herbert Rozendaal PE Robert L Sundin Sincerely, JOHN GRAHAM ASSOCIATES l Herb Rozendaal, P.E. cc: Allied Stores HR/mcs I MAY 021991 C,1rY. 01' l �QT PLANNING ne DLRGroupONlces: Seattle ColoradoSprings Farmington Minneapolis Omaha Phoenix Pierre Sacramento SaltlakeClty Tampa CLIENT: PROJECT: ADDRESS: CONTRACTOR: consrnucno MATERIALS TESTING uAsoRcrowes, INC. (CMTL, INC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Absher Construction Bon Marche' Warehouse 1700 South Center Parkway, Tukwila CLIENT R DATE OF INSPECTION: CONTRACT o PERMIT NO.: PROJECT NO.: 05 - 01 - 91 38 6,379' T -7707 In response to questions raised by the City of Tukwila Building Department, as per the following items: 1. Because of gaps between the rebar dowels and adjacent wall panel, shims were need primarily in the connections for the north wall. 2. By using shim stock 1/4" thick the gap between the dowel and the adjacent panel was "0 ". 3. See sketch below. 4. The dowel material was the same throughout the building. In summary with the exception_ .of the shim . material all embeds was as per plan. �_ ^ __ ` )11 /4f- 1� — e 2O if 4 RV U- 0/ *c a /G, Ga• i%<o"t 1„1, Two Powel ialkot ,fit ✓2/121, Coltno- lm g4/25-; of...111?"1 Y. /Ihn/(2f w4<< s�� s %vele)("y s %/mss ePaSAD c9)/ Inspector: weld to the wall embeds, WPM MAY 0 91991 CITY OF Tui`vvILA Weather: N/A DD /fm Inspection • Soil Testing • Concrete Testing 'asphalt Testing • Site Investigation • Concrev - .9d Asphalt Coring Construction Inspection • Laboratory An .s • Geotechnical Investigation • Pavement Coal . g Services SST ELEVATIQ LOCATION FIELD DENSITY PER - CENT MOIST- URE LAB CURVE 6P„owl CBS. /CU.Fr. WET DRY DRY WT. # / CF. OPTIMRM WATER % 0 -4' 100' South N.E. corner of building. P -3 128.4 104.9 22.3 109.3 17.5 95.9 95% 1 Subgrade 100' South N.E. corner of building. P -3 123.7 104.2 18.7 109.3 17.5 95.3 " CLIENT* Absher Construction PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. (CMTL, INC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN -PLACE DENSITY TEST REPORT DATE: 03 -04 -91 PROTECT NO.: T -7707 OalTRAC 2 or 12 PERMIT NO.: \- 6379 - C NTRACIOR: CLIENT TECHNICIAN: J.Grove Ill -PIS DENSITY TEST METHOD: SIN D-2922 MAXIMUM EENSITY 'i r METHOD: REMARKS: PAGE: 1 - of 1 REPORT NO.: 26 ASS24 D- 1557(D) CONFORMS CLIENT: PROJECT: ADDRESS: CONTRACTOR: CONSTRUCT�.�N MATERIALS TESTING LRATORIES, INC (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Absher Construction Bon Marche Warehouse 1700 South Center Parkway, Tukwila Absher Construction I performed two each, in -place density tests. for locations,and results. - Overcast & Rain DATE OF INSPECTION: 0 3 0 4- 9 REPORT NO.: CONTRACT or PERMIT NO.: PROJECT NO.: NOTE: 1) Results given to on site supervisor. 2) I waited for subcontractor to backfill and compact sewerline. Inspection • Soil Testing • Concrete Testin6 Asphalt Testing • Site investigation • Concr and Asphalt Coring 26 637_9` T -7707 I arrived on site to perform in -place density tests on sewerline backfill. See field test report. Inspector: J Grove • CLIENT:. PROJECT: ADDRESS: Coin: CLIENT NOTE: Weather: JG /fm CONSTRUCTL-vi MATERIALS TESTING 3RATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 FIELD INSPECTION REPORT Absher Construction Bon Marche Warehouse 1700 South Center Parkway, Tukwila DATE OF INSPECTION: 03 -01 -91 REPORT NO.: CONTRACT or PERMIT NO.: PROJECT NO.: T -7707. I arrived on the jobsite to conduct soils inspection and testing on sewer . line and storm drain backfill. I conducted five each in -place density tests. For locations and results, see today's in -place density tests report. Results of in -place density tests was given to on -site Supervisor. Inspection • Soli Testing • Concrete Testin f' AsphaII Testing • Site Investigation. : • Concr snd Asphalt Coring CLIENT: PROJECT: ADDRESS: CONTRACTOR: CLIENT CONSTRUCTION , f ERIALS TESTING LABO ,; 'ORIES, INC. h Absher'Construction (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Bon Marche Warehouse 1700 South Center Parkway, Tukwila DATE OF INSPECTION: REPORT NO.: CONTRACT or PERMIT NO.: PROJECT NO.: Weather: N/A Inspector: D .Dow DD/ fm Inspection • Soil Testing • Concrete Testing • "hall Testing • Site Investigation • Concrete 1 Asphalt Coring 02 -25 -91 22 .. T -7707 I arrived at the shop at 08:30 a.m. for visual welding inspection. Inspected and accepted were steel tube columns PC Mks 4B (nine each), 1B (eight each), 2D, 2C, 2A (two each), 1C (four each), 2B, 3B (three each) and 3A (eight each). One problem was noted for the tops of the 4B columns the, inside welds were undersize and the 1/4" fillet weld on the outside could not be made. The plate width was only wide enough to permit a 1/8" fillet welds. All shop welders are W.A.B.O. qualified:. CLIENT: PROJECT: ADDRESS: CONTRACTOR: ,o\,, CONSTRUCTIO 14ATERIALS TESTING LAE9 . AATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories ,4 2.1 7 Pacific Highway East Ffe. Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Absher Construction Bon Marche Warehouse 1700 Southcenter Parkway, Tukwila Absher Construction DATE OF . ,SPEC I _ REPORT NC. : CONTRACT PERMIT NO.: PROJECT ::.: 0 07 -91 14 , T -7707 I arrived on site to perform inspection of reinforcing for tilt panels 6 -B, 7 -B, 10 -C, 11 -A, and 14 -E. Inspection of reinforcing was found to be in accordance with jobsite plans ex- cept for the following: All #4 vertical and horizontal reinforcing tails layed sideways, because reinforcing steel had 41" tails as ACT light bend requires a 41 tail. Plans show a 2" tail to allow for proper concrete cover. All #4 hooks layed sideway to allow for 11" concrete cover. No city approval to lay reinforcing sideways. NOTE: Copy of report was left on site. FEB 14 1991 Ci"i OF TliKiNiLA pLANNinit'r t)I PT; Overcast Inspector: J Grove inspection • Soii Testing • cop :rate Testing • ;pnalt Testing • Site Investigation • Concret .asphalt Coring -,. 4 CONSTRUCTIc(' MATERIALS TESTING LAC tATORIES, INC. CLIENT: PROJECT: ADDRESS: CONTRACTOR: (CMTL. INC.) A Division cf Western Testing Laboratories Absher Construction Bon Marche Warehouse 1700 South Center Parkway,Tukwilla Absher Construction 4417 Pacific Highway East Fife. Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Inspection • Soil Testing • Concrete Testing asphalt Testing • Site Investigation • DATE OF INSPECTICN• REPORT NO.: CONTRACT or PERMIT NO.: PROJECT NO.: I arrived. on site to perform inspection of reinforcing for tilt panels 1 -F 2 -E, 4 -G, and 5 -A. Inspection of reinforcing was found to be in accordance with jobsite plans. NOTE: Contractor received approval to lay horizontal and vertical reinforcing tails sideways. Concre nd Asphalt Coring 02 -08 -91 15 T -7707 DLR Group John Graham Associates DLR Group 520 Pike Street Suite 1100 Seattle, Washington 98101 -4093 206 461 -6000 Principals: Jamei C Pearce AIA William FBuursmaAIA Roderick R Kirkwood PE Jonathan E Pettit AIA Senior Associates: • • Michael E Bartunek AIA Dale E Dzubay AIA • • R Scott Kruse • Richard M Mclnelly PE James B.Mossman Erling J Olsen PE .• • •• Herbert Rozendaal PE Robert L Sundin April 23, 1991 Mr. Gary Schenk Building Inspector City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Bon Warehouse Addition Dear Gary: Sincerely, JOHN GRAHAM ASSOCIATES Herb Rozendaal, P.E. : Allied Stores corvU0423`..hr DLRGroupOfllces: Seattle 'ColoradoSprings Farmington Minneapolis Omaha. ;Phoenix Pierre Sacramento Salt Lake City Tampa I have reviewed the structural calculations for the precast panel shear wall design. The maximum shear at each panel wall connection is 752 lbs. Assuming that the field weld is equivalent to a 3/16 filet weld x 4" long, the shear capacity per connection is 4 x 2700# x 1.33 = 14,400 lbs. Therefore the safety factor is 14,400/752 = 19.1 ( >2.0). The weld is acceptable as in place. CYL.NO. LAB.NO. 1 -1279 1 -1280 DATE TESTED" 04 -02 -91 04 -23 -91 AGE 7 28 WEIGHT N/A il DIMENSIONS _fex1a" n PSI 3891 5483 12a 12b 12c 1 -1281 " 28 si u CONFORM 5548 CONST 7c 1ATERIALS TEST 1G LAB f ZATORIES, INC. FORMS INSPECTED: with the jobsite plans. (CMTL, INC.) A Division of Western Testing Laboratories east wall. 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR CONCRETE PLACEMENT CLIENT: Absher Construction DATE OF INSPECTION: 03 -26 -91 PROJECT: Bon Marche! Warehouse PROJECT NO.: T -7707 ADDRESS: 1700 South Center Parkway, Tukwila REPORT NO.: 31 CONTRACTOR: CLIENT PERMIT /CONTRPC1 N0.: 6379 INSPECTOR: C.Thorogood Yes. REBAR INSPECTED: Yes. REMARKS: Inspection of forms and reinforcement steel were found to be in accordance METHOD OF PLACEMENT:: Chute METHOD OF CONSOLIDATION: Vibrator NO. OF YARDS PLACED: 21+ yds. CONCRETE SUPPLIER: STONEWAY CONCRETE LOCATION OF PLACEMENT: Lower slabs on grade for loaching dock platforms along LOCATION SAMPLED: Approximately four to five yards into placement in slab, between "L" and "N . CONCRETE TEMP. 61 °F AIR TEMP.: 42 °F WEATHER: Clear NO.SPEC.CAST: - 3 - TIME SAMPLED: 9 :05 TRUCK NO.: 323 DESIGN STRENGTH: 4000 PSI MIX DATA: 4000# CBOT: 5 SKS. TYPE: 1 -II MAX. SIZE AOG.: 7/8" SLUMP: 41/2" AIR: N/A ADMIXTURE: FLYASH Eg8 1 APR 2 5 1991 CITY OF I Um,OLA PLANNING DEPT. AMOUNT: 80 lbs. /yd. REMARKS: Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring CYL.NO. LAB.NO. DATE TESTED AGE "EIGHT DIMENSIONS PSI - lla 1 -1264 04 -01 -91 7 N/A 6 "x12" 4 174 llb 1 -1265 04 -22 -91 28 " "4 6 11c 1 -1266 n 28 ii to CONF 60 1 CONS i UCTIO( VIATERIALS TES". iG LAB( (CMTL, INC.) A Division of Western Testing Laboratorie 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR OONCRET1'E PLACEMENT CLIENT: Absher Construction DATE OF INSPECTION: 03 -25 -91 PROJECT: Bon Marche' Warehouse PROJECT NO.: T - 7707 ADDRESS: 1700 South Center Parkway, Tukwila REPORT NO.: 30 CONTRACTOR: CLIENT PE MIT /CONTRACT NO.: 6379 INSPECTOR: C.Thorogood FORMS INSPECTED: No. REBAR INSPECTED: Yes. REMARKS: Inspection of forms not required. Inspection of reinforcement steel was found to be in accordance with the jobsite plans. METHOD OF PLACEMENT:: Pump METHOD OF CONSOLIDATION: Vibrator NO. OF YARDS PLACED: 38+ yds. CONCRETE SUPPLIER: STONEWAY CONCRETE LOCATION OF PLACEMENT: Interior slab closure strips on north and south ends of building. LOCATION SAMPLED: Approximately thirteen yards into placement'at "W" and 25 line. MIX DATA: 4000 # /MIX CEMENT: 5 SKS. TYPE: I -IIM #X• SLING.: 7/8" ADMIXTURE: HOTWATER REMARKS: DARASET i IES, INC. 1 1,131n1VECT 1 APR 251991 Crl Y rat= TuM/VILA Pi..A -� 1 -` N SLUvP: 3" AIR: N/A AMOUNT: - - -- 1/2 oz. CONCRETE TEMP. 68 °F AIR TEMP.: 43 °F WEATHER: Cloudy NO.SPEC.CAST: -3- TIME SAMPLED: 8 :50 TRUCK NO.: 315 DESIGN STRENGTH: 4000 PSI inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site investigation • Concrete and Asphalt Coring PROJECT: . i g'/- • PERMIT NO. (.'37 9 SITE ADDRESS: ' ( , 4' ic. 4 DATE CALLED: 5-1-9/ TYPE OF INSPECTION: �� Aye- -- DATE WANTED: p;m; SPECIAL INSTRUCTIONS: -'' REQUESTER: PHONE NO.: INSPECTION RESULTS /COMMENTS: -� TO F'iN orL- • _ ( DATE: 6 ' 1- 1 1 INSPECTOR: - _ CITY OF TUKWILA Dept. of Community Development - Building Dh4sion Phone: (206) 431 -3670 INSPECTION' RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: - 50 1 \N 142 t... PERMIT NO. Cr 377 SITE ADDRESS: 5. C . kW , ( , DATE CALLED: TYPE OF INSPECTION: \--- )...J pct. DATE WANTED: e j- 30-9 / 47 SPECIAL INSTRUCTIONS: REQUESTER: p. A/.IVi PHONE NO.: 1 p v., INSPECTION RESULTS /COMMENTS: a,,,,m,tA--4,,'� �v- fit-,` �� . _ f ) r INSPECTOR: L?---- DATE: f 3 u - `, CITY of TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 A 11' : up1�1!>: M1it 'i.Xf.I4'fllK:Ci."Y�YYfMSY'.1�5 J'�:1: -N �,'fi'l��M1I ( 6ll1 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: Br, rs) t) 1 V--- PERMIT P40. (p 3 7 7 SITE ADDRESS: S. C_ - e -wY ,DATE CALLED: Ci- 2S TYPE OF INSPECTION: F hq-t.- DATE WANTED: 4,,6,..... 9/ r SPECIAL INSTRUCTIONS: 1744 ' S C ,j i P REQUESTER: _Do t, PHONE NO.: INSPECTION RESULTS /COMMENTS: ) ■,, ,, -0_1 W'q.aj i 1 p V`✓ DATE: 4 / - Ca I c i / INSPECTOR: C , )-...1. Z-- neerg it. .. 41 4;" iihil ( , CRY OF TUKWILA Dept. of Community Development - Bulkling Division Phone: (206) 431-3670 Y: INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: �' �/'�,�,,.., ,0,. < L-. , PERMIT NO. ,K; 3 , DATE CALLED: - /,,, - 9 DATE WANTED: C-1 /c c , REQUESTER: ,/j c_ �• SITE ADDRESS: '" 4. TYPE OF INSPECTION: „- ‘-z., ,, > SPECIAL INSTRUCTIONS: J PHONE NO.: INSPECTION RESULTS /COMMENTS: 1,F C -AAvv■ , eJ C w S V i S c' A l.PS/ S (Ec -T�?� F72-0 'm l k 1--s c^ `--N �r1. A n10 cnr"- to i�,' "V) a'!€ 1 ice) <' .> r' FQ 4-.,-, nrrG� "VA A e ,va DR- A- ..1∎,....\C-7 .. INSPECTOR: ( Lam-- DATE: ( I i — 9 CI7Y OF TUKWILA Dept. of Community Development - Buliding Division Phone: (206) 4313670 INSPECTIO6 RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 1 ,-- .C. PERMIT NO. ( 3 7 q SITE ADDRESS: DATE CALLED: f75/?/ TYPE OF INSPECTION: DATE WANTED: SPECIAL INSTRUCTIONS: (Ho 1 ,4e .- ce, ,Is eye-m-71.o kJ REQUESTER: PHONE NO.: ,2.6.g.E-NPtin 1-- , F G 4-, A 6 criA:r INSPECTION RESULTS/COMMENTS: 7-1514-R v 4 cist4 1461(-6 . NE 1 S Ai.,/ 4e-e 6F- 4-ws,D 1- L1 u' 1_0 iiyil p.) - 7 - b im.- plc C-; g. 6 0 Ac/5//a-- w E r- G ite- iglkti .42tigiga+r F-CVLS TN 6-1 A Sni f-t. 1 ,.3 tAC44 4d iti IS jap f5S, $4 CST W A-0-2A, •M Fd a-vrt v.. L. i Wet- 1 it A mu. CM 1 hi Pd *) i - A Ge9 (5 s) 3 AcAf+ cit 0 1 J•zcirt- 14 .S • HE - DetASTS 114 ifr - pAe" - riss - r 1.4e imAA Tott To (Pb Lt._ wair, • -Tr zA-1 0 134 AT No _f 'TK /IF Pk ev_ wei49 ir4C; pg-b C)c. wt 0 ,--a2 v,_ . (..s . +-19 ---(2. w■ . t'.1i . 1 ' A = C.." ATI4E - 011‘) , ..■ 12... 'A 114 s mVrii", A. 5C6 I r4 iet4 /Nro e p t..6 e-D . ti e - sr, LA_ ,Da TAC / vi PG -1NA.NiCE' ty-F THEs c..15 isi o et xt.t, r.1% Se ( ).1 G, 5.e5v-y# e i AO / &AT- INSPECTOR: DATE: ( OW) • CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 4314670 INSPECTIC% RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 2Z% dF • ttk ` : S' c - f-0 t!'; Wt -Y 1-t5 c' 1 •e.?/ t F c a c�N1`7ic =F?r AMY "Tx vr► Ar An ...23% chc ,.. �2.cze • w-0 Tbl € A 14)9 'I - Ater Ater IA E. tAfNO ►m , SSE 5p ,� - -. F-y t rN GA. 40 ,3✓i -(i- t n 'cam` . Tyke G 6a. �-nqt 3 tivftS A'tJ fit0 /111 SThlc:c) , PROJECT: %IN „ _4 Ar4 „--„, SITE ADDRESS: / - MO t) /3)6, 11, "' (1,14;7r, PERMIT NO. (0,7c3 ' ' //J DATE CALLED: — D- g-ci j TYPE OF INSPECTION: rAy,iA O DATE WANTED: e --- aq —CI I 4 . m . SPECIAL INSTRUCTIONS: _,,,L, _,_.„ ! , 7,!.31) i , . / 4 „ (IAA REQUESTER: 111 1 ....", ,. PHONE NO.: 6" • 7 a' -35 3 c) INSPECTION RESULTS/COMMENTS: • • • ,;--J cfr- ,4, • .1 ......y.,„„6 , , INSPECTOR: , DATE: - 2,9' 9 1 - i A:1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 _`L -t�-c f� c PERMIT NO. �p 3 7 SITE ADDRESS: �'� U C� ,`` TYPE OF INSPECTION: ( P � DATE WANTED: ? j � - 1 �' n.m. Prti — �', SPECIAL INSTRUCTIONS: P e REQUESTER: �ah� U PHONE NO.: 5 -- S INSPE TION RESULTS /COMMENTS: ± Air n " i 4� 17 � '7 INSPECTOR: [ - . _ ...i Milieu nut va. s CITY OF TUKW/u Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 .OZ *::32i;ru:' �>'�Sfz:c:r ��:ii.�r.r.,:•� , :>t µ: a.... r .... >.,,.,.....,. .,..w..0 ........... ...............,... ......._...,,M„ cn I _ (l.. t_i CITY OF TUKWILA 63o a t t Bo 6300 00 S So ter er Boulevard Tukwila. 98188 (206) 431 -3670 � Type of Inspection ;ite Address '7 00 'equestor pecial Instructions Pva,frukkr r I1 INSPECTION RECORD PERMIT # 7 Date 3 -15 ' 11 ......�: t;�k�! „i4�Str!: r5J!t•�.YS'.K�':f;. Date Wanted • 3 _ ! ' ° 1 1 a.m. Project 1bG\ 171 Sf • t!ih( / Phone # J' S - 2 nspection Results /Comments: pJP 1 LI tJ , IS bb71, H ftr O �, 0 6 Nse. .. O ; t S P rt b \ ' Ra v, --� — o (t. c11 1 1J S t pfs'rk cx 'T{A PA- 1.f)e-. G a e3A-A- tn t ors GA-P 4 (LL'l -S 4 fr 1, w I E ? a18 PP Vl. 13 L .► 1� nspec tor (�- -�-�- Date -5- S s ECTe • TA (S 6t= z.and ers q C LCD I S S S i *) CZ 2cl"tl ►3 c -c-6 (14 "TO rm-() )•1 A /JP M- *P T C-4!) N S 14.. -t) vn ' c ,74 Ci kt . u c,. (NUJ,— cx r►ON t•P , ;� —• NAIL itt -4 PROJECT: 2i?e., /,^),.-- A PERMIT NO. 6 - 2, 7 SITE ADDRESS: r - 7(2)e) S' ,'s /'DZ { DATE CALLED: 2_--- 2 -- S''` c TYPE OF INSPECTION: /0. r, ,r �,r� DATE WANTED: 2- 2-7_. l / Q;m! SPECIAL INSTRUCTIONS: ( - ' r ( // ; Cr) REQUESTER: HONE NO.: ,^ ; -' � .,-�' . 69/ .7 �Ze,,.. •. e, r e /97 '!'" ' INSPECTION RESULTS/COMMENTS: te�✓✓ 9 d Al i ' - , --4.i `_ 9? -, , .,_, ! , -- Sri /- _ G ...� /� / S b. T • " / — INSPECTOR: - •r, DATE: - 2 7--''/ CITY OF TUKW LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 IS INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: :04t_ (4. • PERMIT NO. - 7q WW mac.) SITE ADDRESS: j7f)()Q /7f)() 2 I P #tA , 4jy i)ay TYPE OF INSPECTION: (..!-07t ('J} , � � - F';.0?),(-,y1 / DATE CALLED: — )14—c I DATE WANTED: c , — K--q/ Q, M , SPECIAL INSTRUCTIONS: . , � , ; I 1 AL ` , G,y/j REQUESTER: j j PHONE NO.: ' i 8 61 INSPECTION RESULTS/COMM ENTS: 6'5A- ZS --- B mil �'i '' /\ S 0.4. / / /-"` _ ; 6/ r� /.1.e - INSPECTOR: fir^ � DATE: Z --1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 w.w...«.v...» .... n. ��u�. �.........,............r...... n.. w. wu.. aanw ».wr..s�.a,.+ra.a�w..rrva>,�vn u. w. uw. y: w., iN. �. nhrstM. M. crtilk�`: �IHM' tiltiiJ!3t.62:•:;..CSITY.N.tt2tFt tavuw as:�z:�n+:�iaL1^.ta'AJS'C.q'bkt . INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: )O41 1 T )041. %.0 Z ?e,-/A PERMIT NO. ';2 7 SITE ADDRESS: / WO ,. �. - €4 , (J DATE CALLED:2. - - 9 / TYPE OF INSPECTION: ) y1,C e„, — q&-.,y DATE WANTED: 2_. / /— 7 ( i}m. SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: C 7' -- . 5 GJ INSPECTION RESULTS /COMMENTS: - < .! `), )9 :.,�► . C 1 /2-ti INSPECTOR: C. �. k,-- DATE: 2 - /I - 1 1 CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 ,,,,,,4•4444 INSPECTION RECORD ., w.iwww.an..,sa,,, 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 1 5'6 1 n Pi NAV l)1 51 ` 7 -h 7 ' PERMIT NO. (D .3 2 7 I SITE ADDRESS: 'I f ► 14 ' p k4 i (4 1 DATE CALLED: TYPE OF INSPECTION: OA/MO ► DATE WANTED: ? - -1, [ ; SPECIAL INSTRUCTIONS: i4- - � 1) REQUESTER: L .- 0A/e) (U. '1`r C5?) i ' N& ' PHONE NO.: 519 -' q 31 INSPECTION RESULTS/COMMENTS: / ✓/ -t iii ���t�cl e (2B t -( INSPECTOR: C ��- 72-, DATE: 2 - ---- --/ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 15o Mc ,cJ -(, j)j j ,�y� - p PERMIT NO. (o ? '79 SITE ADDRESS: f'QO /) ,,,—H(i , Its yu le, /--- DATE CALLED: I . "! , — cl 1 TYPE OF INSPECTION: C_ 7 DATE WANTED: / - 80— q / 91:- / • -- 7;ne)4 SPECIAL INSTRUCTIONS: REQUESTER: - D6 - 2,(G -' PHONE NO.: 675 -I R q INSPECTION RESULTS /COMMENTS: p �'� C /( .v7 DATE: ��-''':"SC9--'°/ / INSPECTOR: .._ Cti'c/( -- .n: CRY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT_ /14 l et 01 . %_ i� ���� - D� � . PERMIT NO. J SITE ADDRESS: 01 ,' �L TYPE OF INSPECTION: k. J i / — i ls%1!,� �., /, III i IO _l JI l vfM 1r; I /?,tJn DATE CALLED: -- DATE WANTED: / - - - c'/ REQUESTER: • ` - SPECIAL INSTRUCTIONS: • c F• . i • I ; 4 > . Q: 4 . rn , PHONE NO.: ''2 '" i 5 INSPECTION RESULTS /COMMENTS. - . _ ° /� ,,` , `/ �_ P, , _ / i _/i arr Al'. rIor ci aff 1110 F I INSPECTOR: ' , Ge,..e 4.--4--i n___ DATE: l'-- 2....,5 hS n s ?txr, rr: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 <... a ...- . «,.,,.w.....,.....n r a , •.... rrv� rra <rua a+r: r:.. w. i.} rr,: fF: �� "t'•:..u:,3.t`.:tii:'sS?r?iPi; S� `. a.':.'it:'= . INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: An /14 CtLC/ yi,( � PERMIT NO. %, 3 -7c. SITE ADDRESS: J 70o e) DATE CALLED: /— / ''" q S(h.c A . ( -e--« 2.___ ,CAM TYPE OF INSPECTION: r X)11 -e -G - 1 DATE WANTED: 9 SPECIAL INSTRUCTIONS: ,C..22� - i- w,Le . ( A . (./ REQUESTER: ,� 1---e/k0 ti PHONE NO.: 5 — , c . INSPECTION RESULTS /COMMENTS: c C., z ., ) ,,_<_ (/V 7-7 - e~ --1 V /v !ter _ v r C� INSPECTOR: 0-- kx_ - 4/-7/7")-- DATE: -- Z�— c '// _ ....1 C',i 3�itk�,' 7l,$ ul�i' stt+.+ eiSi�i, n. currr�» r, �.• K,.. n,.. Y.»»„ 4..... �... , CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: i3c . K1 nneik (1Z1 ii,(lu1,u 0 t,x PERMIT NO. 6 7 ci A . SITE ADDRESS: fl N' p /l .Oa. DATE CALLED: /— / 7 — q yck TYPE OF INSPECTION: DATE WANTED: / — /g—q/ SPECIAL INSTRUCTIONS: / 2,..'-- REQUESTER: c ,b 4I..L Oi PHONE NO.: � r j -? S - 15 - 3 Q.l . • ! . ' DA ° ICI � j, / mi 4 . 0 G ‘t) INSPECT' N RESUL S/ OMMENTS: �: / , y ,, _ 6"/,c,/, � U ' 7 ( �n � / ` / , _, ' mo L ` INSPECTOR: / . , , --;;‘,,,7_,(77_,7 DATE: 1--/ " , -- f S1Sf ttt tngg CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 ks3P aH +,a.ta.:u INSPECTIOI4 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 CITY OF " KWILA Buildir apartment 6300 So ',,,center Boul yard Tukwila, WA 98188 (206) 431 -3670 Inspection Results /Comments: .. w:. �....,.,».,....-. ................................. �....._.....,.....,.......... ....„ . �. ro. ....,.nw..wr�.�sv�..J.:ss..r_xd INSPECT N RECORD PERMIT # Date /^ I I— To t�AiE.YYYfa'KAN^.fa44'CGY}q' Type of Inspection arc COrrsr• k 7 l�' T.fiJ4 Date Wanted /— / q- i p.m. Site Address ! 7 Od C-• Project Bo Gt1 MSC Requestor o 1i�G 0 i2%1�A Phone # 575— $ 5 31 Special Instructions Inspector /mil- �rr�_- i��. Date / r. • :..'71 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORK Project Name .// Retain current inspection schedule Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature ,rT _ Approved without correction notice /Approved with correction notice issued Date 11) Gary L. VanDusen, Mayor 4 f� Control No. i Permit No. /3727 v Address / 7 4 . . .fr 54 . f - ",- /. - ..rte ;, Suite # r,MALAPP.FRM T.F.P. Form F.P. 85 (y:?) CONSTRUCTION MATERIALS TESTING LABORATORIES, Inc. (CMTL, INC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN -PLACE DENSITY TEST REPORT CLIENT: Absher Construction DATE: 04 -01 -91 Page 1 of 1 PROJECT: Bon Marche' Warehouse PROJECT NO.: T -7707- REPORT NO.: 36 CONTRACT or (-■ ADDRESS: 1700 South Center Parkway, Tukwila PERMIT NO.: N/A CONTRACTOR: CLIE T TECHNICIAN: C.Thorogood IN -PLACE DENSITY TEST METHOD: ASZM D - 2922 MAXIMUM DENSITY TEST METHOD:. AS`IM D - 698 CONFORMS REMARKS: TEST NO. ELEVATION • LOCATION LAB CURVE NO. FIELD DENSITY. PER- CENT MOIST- URE' LAB CURVE PER- CENT COM- PACT COM- PACT _ % REQ. LBS. WET CU.FT. DRY DRY WT. # / CF. OPTIMUM WATER % 72 Subgrade Retest of #46 P -1 122.5 102.75 19.2 102.8 23.4 99.9 95% 73 Subgrade Retest of #49 P =2. 138.0 126.0 9.5 125.9 7.6 100+ " f r (y:?) CONSTRUCTION MATERIALS TESTING LABORATORIES, Inc. (CMTL, INC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN -PLACE DENSITY TEST REPORT CLIENT: Absher Construction DATE: 04 -01 -91 Page 1 of 1 PROJECT: Bon Marche' Warehouse PROJECT NO.: T -7707- REPORT NO.: 36 CONTRACT or (-■ ADDRESS: 1700 South Center Parkway, Tukwila PERMIT NO.: N/A CONTRACTOR: CLIE T TECHNICIAN: C.Thorogood IN -PLACE DENSITY TEST METHOD: ASZM D - 2922 MAXIMUM DENSITY TEST METHOD:. AS`IM D - 698 CONFORMS REMARKS: .r 04/08/91 10:19 FAX 206 431 3665 TRANSMISSION OK TUK PUB WORKS ACTIVITY REPORT TRANSACTION # 2742 CONNECTION TEL 9*p•4616049 CONNECTION ID G3 START TIME 04/08 10:16 USAGE TIME 02' 38 PAGES 2 01001 TO: TITLE: OMPANY: DEPARTMENT: DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila WA 98188 crtsr Tcrxwiu+, � (v 3? DEPARTMENT OF C WIMUNITY DEVELOPMENT FAX TRANSMITTAL FAX NUMBER: (206) 431 -3665 DATE: 4 g 6 7 FROM: TITLE: DEPARTMENT: 64-4i 5clie--N14._ Lor-r. -em € --c '- HE -6 rziE 5P 7c:o-c._. / N S P S A 1 1 — c h) J S C)t sE, , '. ✓AT.J F C y1 Q - w ,�-- -. D, -J C ! S S' cc. €�' i- a r� 7 - rh: ! n) IA ,4 v■ N I - o NE dF j c 'o I, -c.6 W . tiJ C : YavYz- / .cc- ,..1 C-E aF 7 Wel-19 tJq -aFys.cv I w et-rryl C , NA iCt1 vn r �1 w ►2 �'n'�n? t o_o 6171.12-. AN) z) /1 o 1- pF 'JWAI: t'i K "1"7-1%; f f�W L co,J0,-c:;-1.aN =s Acc LE 5� N cum =zr-1 i IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: C O (206) 431 -3670 a /1ulo CLIENT: Abeher Construction DATE OF INSPECTION: 04 -05 -91 PROJECT: bon Marche' Warehouse ?9 T O.: ADDRESS: 1,700 South Center Parkway, Tukwila P M N0 6379 CONTRACTOR: CLIENT PROJECT NO.: T -7707 The purpose of this report is to further clarify my ,inspection of welds mad( using Gr.60 reinforcing steel bar. At the time of my initial inspectioi i questioned the use of rebar period let alone grade 60 reber, with the mai! reason being that E7018 electrodes would have to be used where as if ASTM A -3 dowel material had been used E6010 electrodes could have been used. Drawin S -4 detail 7 specified the use of rebar to make these concrete panel to pane connections. No mention wAp made of the type of grade. AWS D.1.4 -79 give details for rebar weldingirect and indirect splices. In my opinion n' aspect of this code applies to these welds. AWS D1 -1 -90 general requirement would apply. Welder qualification workmanship electrode control etc. D1 -4 pa ragraph 5.1 -2 allows for a lesser strength electrodes to be used. Per tabs 5.1 the lowest allowed is E70XX. Mentioned was made of the unknown carbo content of the grade 60 rebar table 5.2 note 3 states where the C.C. is u ,nkno it is assumed to be .75. Because the embed plates were in concrete the the rebar was welded to preheat requirements could not be met no matter t carbon content.Q 0 sve 6.1.1.1 G .1.1.3 " .. v 44CAVK& •meat.. sI 't. - b�. Lc Fo L. cow•oi r Jo..sr Pe N TILM1p.J g rtoo ViTS A nth F t k W w t . o r*c ' 1A CARb•1 Eovo vW.,,of , Not cp* s v . s v , j € J Ic Os 1,0 , pex.M The nl% ki I P 4 fR+VATK : Rki PJc-er4 whdLC fr,I $o' Igo• 7 >BMT S1Nor rue c.. e . is N o 1cwow ►J , TA 11u Sp _ 1 s co eA 1 i w I s evori-u►AT'rJ . 't'1Ae 4 R- A P4 ASTv..w•%**5 C. e . OF .75 tS .500 Weather: N/A DD /fm AP CONSTRUCTIOIL4ATERIALS TESTING LAI RATORIES, INC. (CMTL. INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT SpLiCgl, bPiL C.s►.1NZ..tONS Ani NSE cONU 0 .4S . . . " CITY O F TUKWILA I I PERMIT CENTER Inspector: D. Dow ( AW8QC- 186061 Inspection • Soil Tieing • Concrete Testing • •sphoh Testing • Siw Investigseo • Concrsr' nd Asphalt Coring CONSTRUCTIA MATERIALS TESTING LA RATORIES, INC. •..■•■■■• Set Ca.NI ... " .. . w (CMTL. INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT CITY OF TUKWIIA /.r1 ;, j iJz4i PERMIT CENTER DATE OF INSPECTION: 04 - 05 - 91 CLIENT: Absher Construction PROJECT: Don Marche' Warehouse ADDRESS: 1,700 South Center Parkway, .Tukwila CONTRACTOR: CLIENT PROJECT NO.: T -7707 SUN Ao.: 6374 The purpose of this report is to further clarify my .inspection of welds made using Gr.60 reinforcing steel bar. At the time of my initial inspection I questioned the use of rebar period let alone grade 60 rebar, with the main reason being that E7018 electrodes would have to be used where as if ASTM A -36 dowel material had been used E6010 electrodes could have been used. Drawing S -4 detail 7 specified the use of rebar to make these concrete panel to panel connections. No mention w s made of the type of grade. AWS D.1.4 -79 gives details for rebar weldingirect and indirect splices. In my opinion no aspect of this code applies to these welds. AWS D1 -1 -90 general requirements would apply. Welder qualification workmanship electrode control etc. D1 -4 pa- ragraph 5.1 -2 allows for a lesser strength electrodes to be used. Per table 5.1 the lowest allowed is E70XX. Mentioned was made of the unknown carbon content of the grade 60 rebar table 5.2 note 3 states where the C.C. is unknown it is assumed to be .75. Because the embed plates were in concrete that the rebar was welded to,preheaat requirements could not be met no matter to carbon content.) 5pc.tC'S 1 Ne. c6114 .pNS 1 A r rs) StOur c.or. J€ rto NS . . . " PiwGa u. 6e itmwrLzv F-04_ co►.%nl6`Pv .Ja Iw'- f wr...,ertd., U 4.0vveS A N Pi-k (to 6 V6-% ... " �Z MO 1"141 GA R6o4 thev.'VM. 4 cp/ / NoT cp 06�J►J K P elz,W A Z'Nc uvw. 1° Rae`N��r ► cov.t.4) MA'+- 15% 411' m w 6uF A`i" Sc ' 1 p-o G ? 13 ' - .oc.E' rue e. 1S N oT 1C.1vQW iJ , Tv1`c 1 IQ SPivA i s c $ 1 a M I S C``JHy.- kArbo - Ilse PA-re Po a_ A nJ A} sS w►" . C.. t . (IF . 7 5 t s S of ° F. Weather: N/A Inspector: D. Dow t AWSQC- 18606017 DD /fm Inspection • Soil Testing • Concrete Testing • •sphslt Testing • Ste Investigation • Concret• nd Asphalt coring *.• March 29, 1991 Herb Rozendaal 520 Pike Street Suite 1100 Seattle, WA 98101 -4093 Dear Mr. Rozendaal: Sincerely, Gary . Schenk Building Inspector In review of your response dated March 18, 1991 regarding the panel to panel welded connections utilizing Grade 60 reinforcing bars, some questions remain unanswered. Our experience with the utilization of Gr. 60 rebar slugs for this purpose has resulted in rejection in the past due to application parameters set forth in the AWS D1.4 structural welding code. Of concern in this case are carbon equivalencies of the various bars in use, the preheat requirements, weld progression, and possibly joint configurations. In your letter, you mention that the welding is acceptable provided that proper welding procedures were utilized. We agree with your assessment and are sure that our questions mentioned above will be answered satisfactorily with receipt of this procedure. In my experience as a certified welding inspector with AWS, I am not aware of any pre- qualified flare bevel groove welding procedures and since such a procedure is not deemed pre- qualified by Chapter 6.1.1.3 of D1.4, we would like a copy of your procedure qualification for our records. Any pertinent documents from you which relate to this project should also bear an engineer's stamp. We are fully aware of the actual procedures and parameters utilized in the welding in question and look forward to your immediate response as several connections are now covered over and more may be in the near future. LI DLR Group John Graham Associates DLR Group 520 Pike Street Suite 1100 Seattle, Washington 98101 -4093 206 461 -6000 Principals: James C Pearce AIA William F Buursma AIA Roderick R Kirkwood PE Jonathan E Pettit A/A Senior Associates: Michael E Bartunek AIA Dale E Dzubay AIA R Scott Kruse Richard M Mclnelly PE James B Mossman Erling J Olsen PE Herbert Rozendaal PE Robert L Sundin March 18, 1991 Mr. Phil Fraser, Sr. Engineer do City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite #100 Tukwilla, WA 98188 RE: Bon Marche Warehouse Addition /Tukwilla JGA #739012200 Dear Mr. Fraser: Detail 7 on drawings S -4 shows welded anchor bars between tilt up panel edges. Grade 60 reinforcing is acceptable for this providing test laboratory reports show proper welding procedures were utilized. Sincerely, JOHN GRAHAM ASSOCIATES Herb Rozendaal, P.E. HR:rb cc: Allied Stores L031SPP.HR RECEIVE,() MAR 221991 TUKWILA PUBLIC WORKS R d teLdon - 6ARKs ,94,. DLRGrcupO/lices: Seattle Colorado$prings Farmington Minneapolis Omaha Phoenix .Pierre Sacramento Salt Lake City Tampa CLIENT: PROJECT: ADDRESS: ap pR: Absher Construction .QNSTRUCTION IVAERIALS TESTING LABOI ORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Absher Construction Bon Marche Warehouse 1700 South Center Parkway, Tukwila DATE OF INSPBCrION : REPORT NO.: o trrRACr or IT NO.: . p PRAIDC/ NO.: 02 -22 -91 21 6379 T -7707 I arrived on the jobsite at 11:30 a.m. to conduct visual welding inspection. Inspected and accepted were panel to panel welds, rebar welded to edge to panel embed .plates from one side only. Welder. is R.Chaney, who is currently W.A.B.O. certified. E7018 electrodes are .,being used. Work is in accordance with the A.W.S. code and drawing S -4 detail 7. Inspector: D. Dow .r Weather:;. DD /fm Inspection., Son Testing • Concrete Testing • I %A Testing . • Site Inves!!potion • Concrete r Asphalt Coring Weather: DD /fm N/A CONSTRUCTION MATERIALS TESTING LAB RATORIES INC. C (CMTL, INC,) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT CLIENT: Absher Construction PROJECT: Don Marche' Warehouse ADDRESS: 1,700 South Center Parkway, Tukwila CONTRACTOR: CLIENT CIT O TUKW IIA PERMIT CENTER DATE OF INSPECTION: 04-05-91 • P�RMI� NO� 6379 • PROJECT NO.: T - 7707 The purpose of this report is to further clarify my ,inspection of welds made using Gr.60 reinforcing steel bar. At the time of my initial inspection I questioned the use of rebar period let alone grade 60 rebar, with the main reason being that E7018 electrodes would have to be used where as if ASTM A-36 dowel material had been used E6010 electrodes could have been used. Drawing S -4 detail 7 specified the use of rebar to make these concrete panel to pane]. connections. No mention was made of the type of grade. AWS D.1.4 -79 gives details for rebar welding direct and indirect splices. In my opinion no aspect of this code applies to these welds. AWS D1 -1 -90 general requirements would apply. Welder qualification workmanship electrode control etc. D1 -4 pa- ragraph 5.1-2 allows for a lesser strength electrodes to be used. Per table 5.1 the lowest allowed is E70XX. Mentioned was made of the unknown carbon content of the grade 60 rebar table 5.2 note 3 states where the C.C. is unknown it is assumed to be .75. Because the embed plates were in concrete that the rebar was welded to preheat requirements could not be met no matter to carbon content. Inspector: D. Dow, ( AWSQC - 18606017 Inspection • Soil Testing • Concrete Testing • +sphalt Testing • Site Investigation • Concret' -Id Asphalt Coring CMTL TEL No.922 -2938 COMMENTS: C0PISTl,..1CTI0N MATERIALS TESTIk n LABORATORIES, INC. ATTN: Gary TELEFAX ' NO.: (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FACSMILE TRANSMITTAL SHEET FAX NO.: (206) 922 -2938 FROM: Dennis DATE: April. 5th, 1.991 SUBJECT :. Bon Marche' Warehouse SENT BY: Frances TIME SENT: TO: City of Tukwila Building Dept. 431 -3665 INSTRUCTIONS: ___,For approval X Per your request X For your information Review and contact me Review and answer in writing. There are ? pages, including this cover sheet, with this transmission they are identified as: Weld inspection report for the above project. Apr. 5,91 15:30 P.01 RECEIVED CITY OF TUKWILA • APR U 8 MI PERMIT CENTER rt, Inspection • Soil Testing • C : ete Testing . iphalt Testing • Site Inveati , `n • Cont►et d Asphalt Coring TYR HOJZIZ. RFJNF. \V/ STD. 9O ° 14001 (TutZM ALTERNATE BACK- UP BAR .4J4D SEALE14T SEE SPECIFicArioJ.t • PLAN! TI DJ s }� J /4)c3 4f4 x3' O" TYPICAL DETAIL t OF CONtJECT1OKI SEE ELEVATJO+J PANEL TYPE "A" roe. LOCATION OMIT c COr2NERS AND r'REE EIJOS C SEE ELEVAT1014 S FOR RE1NF 514IM 4 GgOU T NOTE : TYPICAL P.C. COMIC. PMIE` C.ONAIEGT!Oki TO FOOTINIG 4 REQUII;ED PER PANEL SPACI =D :EQUALLY. 1 L 3�J2 x 3%2 x J / 1t 3 /67 x 3 < TOP OF t /4 x x! I C 2_ 3� O x5$ DETAIL Absher Construction CONSTRUCTIO .v ATERIALS TESTING LAE RATORIES, INC. CLIENT: PROJECT: Bon Marche' Warehouse ADDRESS: 1700 South Center Parkway, CONTRACTOR: CLIENT (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Tukwila DATE OF INSPECTION: 04 -02 -91 REPORT NO.: 35 CONTRACT or PERMIT NO.: 6379 PROJECT NO.: T -7707 I arrived on the jobsite to conduct soils inspection and testing on base course for paving. I conducted five each in -place density tests (including sand cone method, ASTM D -1556 for correlation) on 5/8" crushed rock, of base course for paving, as per attached copy of in -place density tests report. Weather: Rainy. Inspector: St/fm Inspection. • Soil Testing • Concrete Testing % gsphait Testing .• Site Investigation • Concre ►` , nd Asphalt Coring EST NO. ELEVATION LOCATION LAB CURVE NO. FIELD DENSITY. PER- CENT MOIST- URE' LAB CURVE PER- CENT COM- PACT COM- PACT . % REQ. LBS. WET CU.FT. DRY DRY WT. # / CF. OPTIMUM WATER % i$' Base Course 15' Southeast of Southeast buildin. corner. __ P -7 145.8 140.3 3.9 133.4 9.8 100+ 95% i9 Base Course 10'East of South stair. P -7 141.2 136.7 3.3 133.4 9.8 100+ " '0 Base Course 50'South of North stair & 8'East of bid. P -7 138.1 133.3 3.6 133.4 9.8 99.9 " I Base Course 33' North of new buildin. F. 60' East of exist bid.. P -7 138.8 132.7 4.7 133.4 9.8 99.5 " r .: CLIENT: Absher Construction PROJECT: Bon Marche' Warehouse ou 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT IN -PLACE DENSITY TEST METHOD: REMARKS: CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. (CMTL, INC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN —PLACE DENSITY TEST REPORT ASIM D -1556 & D -2922 Performed Sand Cone Method for correlation. DATE: 04 - 02 - 91 Page 1 of 1 PROJECT NO.: T -7707 - REPORT NO.: 35 CONTRACT or PERMIT NO.: 6379 TECHNICIAN: S.Hong MAXIMUM DENSITY TEST METHOD: ASTM D- 1557(D) CONFORMS MOISTURE ",. OF DRY lv1:t(:IIT r LBS. PER CU: FT. 1■ ■■ 11111 11 1 1 1111 ■ ■ u ■ ■ : ■ ■ ■■■ ■■ :■ ■■■■ 138 11 NOUN ISOM ■ ■ ■ MIME ■r : • ■■ ■ ■ Mid f UU ■: ■ n ill ■ 1 Mel ilig 136 ■ ■ ■ 1111 auiu■ ■s■ : : ■. ■■■ :: ::5 ■■ 15 . . w■ ■ ■1■ � UU : : ■■ ■u ■ M ■■ ■ i ■■■ ■ ■■ ■� r "■ : ■ ■ ■■■■ ■■ ■. i - � 11 IOW :■■ ■■ ■NUi am %� MIN Ai ■ ■ : US■■■ o ■■ oono ► ■U■ i c ■■■■ mom l ■ r■ ■■■■ ■ ■ ■ S U $51 ■i ■ ::1 130 ■■■■S ■i■SuIR ■■ NSWaSU ■■■■ I H ■ ■I■ i l l ►.41::: ■■■ ■■■■■ ■'�I■■ ■■■�ROM ■U■ ■ grain ■ ■ ■■■■ ■■MI ::$wi of UU11 111 128 ■ 1• ■ ERN ■NMI ::::::::::::::: KJ III ■■ ■ /■ : III MI 111/1•1 COIYSTRUCT10kIATERIALS TESTING LAB TORIES, INC. Client: Project: Contractor: CLIENT Project No.: T -7707 . FIELD DATA: Source of Material: Location Sampled: LABORATORY DATA: Maximum Density Dry: 133.4 P.C.F. Optimum Moisture: 9.8 Soil Type & Color: Test Specifications: Technician: (CMTL, INC.) A Division of Western Testing Laboratories MAXIMUM DENSITY - OPTIMUM MOISTURE DETERMINATION Absher .- Bon Marche' Warehouse J.Ross Report No: Unknown On site. Cylinder: 4 " Hammer: 51 lbs. Drops: 12 Layers: 3 Blows /Layer: 25 5/8" Top Course ASTM D -698 (C) 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 • Date Sampled: 03 -29 -91 34 Test No.: P -7 inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • C:•lncrete and Asphalt Coring - CYL.NO. LAB.NO. DATE TESIED' AGE WEIGHT _ DIMENSIONS 1' lla 1 -1264 04 -01 -91 , 7 N/A 6 "x12" 4 174 llb 1 -1265 04 -22 -91 28 " llc 1 -1266 H 28 u " __ CONFORMS 0 CLIENT: Absher Construction PROJECT: Bon Marche' Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT FORMS INSPECTED: No. REMARKS: Inspection of METHOD OF PLACEMENT:: METHOD OF CONSOLIDATION: CONCRETE SUPPLIER: LOCATION OF PLACEMENT: LOCATION SAMPLED: ADMIXTURE: HO'IWATER CONS", :ICTIO' MATERIALS TES" 1G LA',RATORIES, INC. was found to be in accordance with the -lobsite plans. DARASET CONCRETE TEMP. 68 °F (CMTL, INC.) A Division of Western Testing Laboratories forms not required. Inspection Pump Vibrator 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR STONEWAY CONCRETE MIX DATA: 4000 # /MIX MOM 5 SKS. TYPE: I- IIMAX. SIZE PEG.: CONCRETE PLACEMENT Interior slab closure strips on north and south ends of building. Approximately thirteen yards into placement at "W" and 25 line. AIR TEMP.: 7/8" 43 °F NO.SPEC.CAST: - TIME SAMPLED: 8 :50 RECEIVED CITY OF TUKWILA APR 081991 PERMIT CENTER DATE OF INSPECTION: 03 - 25 - 91 PROJECT NO.: T - 7707 REPORT NO.: 30 PERMIT /CONTRACT N0.: 6379 INSPECTOR: C.Thorogood REBAR INSPECTED: Yes. of reinforcement steel NO. OF YARDS PLACED: 38+ yds. SLUMP: AMOUNT: - - -- 1/2 oz. 3 WEATHER: TRUCK NO.: DESIGN STRENGTH: 4000 PS AIR: N/A Cloudy 315 MARKS : Inspection • Soil Testing • Concrete Testing •• Asphalt Testing • Site Investigation • Concrete and Asphalt Coring .CYL.NO. LAB.,' - '' 1 . - DIMENSIONS N I. 12a 1 -1279 1 -1280 04 -02 -91 04 -23 -91 7 28 N/A n _'x12' " 3891 12b 12c 1 -1281 28 n " I c� CONST 'ICTIOSIMATERIALS TEST lG LA 'RATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories east wall. 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR CONCRETE PINT CLIENT: Absher Construction DATE OF INSPECTION: 03 -26 -91 PROJECT: Bon Marche' Warehouse PROJECT NO.: T -7707 ADDRESS: 1700 South Center Parkway, Tukwila REPORT NO.: 31 CONTRACTOR: CLIENT PERMIT /CONTRACT NO.: 6379 INSPECTOR: C.Thorogood FORMS INSPECTED: ,. Yes. REBAR INSPECTED: Yes. REMARKS: Inspection of forms and reinforcement steel were found to be in accordance with the jobsite plans. METHOD OF PLACEMENT:: Chute METHOD OF CONSOLIDATION: Vibrator NO. OF YARDS PLACED: 21+ yds. CONCRETE SUPPLIER: STONEWAY CONCRETE LOCATION OF PLACEMENT: Lower slabs on grade for loaching dock platforms along LOCATION SAMPLED: Approximately four to five yards into placement in slab, MIX DATA: 4000# CEhEMF: 5 SKS. TYPE: I - II MAX. SIZE AGG.: . 7/8" SLUMP: 41" AIR: N/A ' ADMIXTURE: FLYASH CONCRETE TEMP. 61 °F AIR TEMP.: 42 °F NO.SPEC.CAST: - TIME SAMPLED: 9:05 between "L" and "N AMOUNT: go lbs. /yd. WEATHER: Clear TRUCK NO.: 323 DESIGN STRENGTH: 4000 P5 REMARKS Inspection • Soil Testing • Concrete Testing •• Asphalt Testing • Site Investigation • Concrete and Asphalt Coring CLIENT: Absher Construction DATE OF INSPECTION: 03 -27 -91 PROJECT: Bon Marche' Warehouse R EP p RT NO.: 32 CONTRACT or ADDRESS: ,1700 South Center Parkway, Tukwila PERMIT N0. • 6379 PROJECT NO.: T -7707 CONTRACTOR: CLIENT CONSTRUCTIO " TESTING LAB V TORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT ti I arrived on the jobsite to conduct verification of completion of re -work on structural steel bolted connections. The installing Subcontractor was on site today and re- worked all bolted con- nections bolts were tightened, using a torque wrench tightening all bolts to 335' lbs. This value correlated very closely to the requirements of the "turn- off -the -nut method ", 3/4 turn past snug tight. As stated, all connections were re- worked. and are now acceptable. Weather: CT / fm Clear 30's to 40's A.M. /50's P.M. Inspector: C.Thorogood Inspection • Soil Testing • Concrete Testing P. \sphalt Testing • Site Investigation • Concret . id Asphalt Coring CLIENT: PROJECT: ADDRESS: CONTRACTOR: CONSTRUCTIOthATERIALS TESTING LAECATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Absher Construction Bon Marche' Warehouse ,1700 South Center Parkway,. Tukwila CLIENT DATE OF INSPECTION: 03 -29 -91 REPORT NO.: 33 CONTRACT or 6379 PERMIT NO.: PROJECT NO.: T -7707 I arrived on the jobsite to conduct continuous inspection during the placement of concrete. Concrete was placed for the closure strip on the interior Of the east wall (25 line) and for a sidewalk at the street. Two separate sets of concrete cylinders were cast to represent each concrete type. For results, see today's concrete tests reports. The slump of the samples load used in the front sidewalk was excessive at 51 ", but it was decided to use this load anyway since a 4000 PSI mix was being used for concrete only requiring 3000 PSI. No other problems or deficiencies were noted today. 4 Weather: Cloudy - 40's A.M. CT /fm Inspector: C . Thorogood Inspection • Soil Testing • Concrete Testing !. ' sphalt Testing • Site investigation • Concret• Id Asphalt Coring c22 CONSTRUCTIOI ''IATERIALS TESTING LAB 1ATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 FIELD INSPECTION REPORT CLIENT: Absher Construction DATE OF INSPECTION: 03 -26- 91 PROJECT: Bon Marche' Warehouse REPQRT NO.: 31 ADDRESS: 1 700 South Center Parkway, CONTRACT or y, � Tukwi 1 a PERMIT NO.: 6379 CONTRACTOR: CLIENT . PROJECT NO.: T - 7707 I arrived on the jobsite to conduct continuous inspection of concrete place- ment and to inspect bolted structural steel connections. Concrete placement occured without incident in the lower slabs of the loading dock doors along the east wall. A set of three each 6 "x12" concrete cylinder samples for compressive strength tests, to represent the above placement. In addition, I picked up one set of three each 6 "x12" concrete cylinder sam- ples, which were cast March 25th, 1991. Bolting of structural steel connections was verified as not having been done in compliance with the specifications, specifically the turn of the nut method. Bolting had been tightened without reference marks. A torque wrench was employed to see if tensioning was adequate, using 300' lbs. as a reference. This amount of to._r_gue ge.n_e_t-aa.ly procedures the proper tension on 3/4" diameter bolts. ZQ.J 1 bolts tested showed tor qq ues of less - t i n thi -some as ed a d � low as 150' lbs. Bolting was thus verifi as incomple e h Contractor notified further work was required and the requirements of the specifications should be followed for proper tensioning. ti011 APR 011991 p�A f T DEP Weather: Clear - 40's A.M. / 50's P.M. Inspector: C.Thorogood CT /fm Inspection • Soil Testing • Concrete Testing , sphalt Testing • Site Investigation • Concre' Id Asphalt Coring CYL.NO. LAB.NO. DATE TESTED AGE WEluil t).1MLNSIUM .. rbl 3a 1 -0492 02 -01 -91 7 N/A 6 "x12" 5093 3b 1 -0493 02 -22 -91 28 is 1, 6650 3c 1 -0494 n 28 II II 6 5 4 4 CONFORMS , CONSTRUCT1014 TESTING LABSATORIES, INC. LOCATION SAMPLED: 24.5 line "T ". a i• CONCRETE NO.SPFC.CAST: with the jobsite plans. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 INSPECTION & TEST REPORT FOR 60°F AIR TS4P. 33°F -3- TINE F?t ED: 8:50 WEATHER: TRUCK NO.: DESIGN STRENGTH: /r M 1 U VVii ik CONCRETE PLACEMENT SET 1 CLIENT: Absher Construction DATE OF INSPECTION: 01 -25 -91 PROJECT: Bon Marche Warehouse PROJECT NO.: T -7707 ADDRESS: 1700 South Center Parkway, Tukwila REPORT NO.: 09 y ,. CONTRACTOR: CLIENT mtirricaorcr Ni' 6379 INSPECTOR: 3. Grove FORM INSPECTED: yes. REBAR INSPECTED: yes. REMARKS: Inspection of forms and reinforcement steel was found to be in accordance METHOD OF PLACEMENT: Pump ; METHOD OF CONSOLIDATION: Screed /Vibrator NO. OF YDS. PLACED: 305 yds. CONCRETE SUPPLIER: STONEWAY CONCRETE LOCATION OF PLACEMENT: Slab on grade 23 -25 line H -K, N.5 -Q.5 and S.5 -U.5 and 25 line J -T. MIX DATA: CBFFNr: 61 SK. TLEE: I -II MA?C. =AIL: 7/8" SUM': 51" AIR: N/A % AEMIXTURE : WRA AMOUNT: 5 ozs. /100 WT. Clear 335 4000 REMARKS : Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring PSI CYL . NO . LAB . NO . DATE TESTED AGE WEIGHT IJIMt;E ISIU' b r b l 4a 1 -0495 02 -01 -91 7 N/A 6 "x12" 4492 4b 1 -0496 02 -22 -91 28 1, it 64 02 4c 1 -0497 ,1 28 11 u CONFORMS COIVSTRUCT101114ATER1ALS TESTING LABOATOR1ES, INC. (7) CLIENT: Absher Construction PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, CONTRACTOR: CLIENT FORM INSPECTED: yes. REMARKS: Inspection of forms and reinforcement steel with the jobsite plans. METHOD OF PLACEMENT: Pump METHOD OF CONSOLIDATION: Screed CONCRETE SUPPLIER: LOCATION OF PLACEMENT: LOCATION SAMPLED: MIX DATA: (DOR': 61 sc. TYPE: I -II MAX. suE Pm.: AEMIXTURE : WRA CONCRETE TEMP. NO.SPEC.CAST: 61 °F -3- 24.5 line "P ". Tukwila STONEWAY CONCRETE footing 25 line J -T. AIR IEIP• 36 °F TINE SIMPIED: 10:45 (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT,FOR CONCRETE PLACEMENT DATE OF INSPECTION: PROJECT NO.: REPORT NO.: IIIV T /QNIRPLT [!D.: INSPECTOR: REBAR INSPECTED: was found to be in NO. OF YDS. PLACED: Slab on grade 23 -25 line H -K, N.5 -Q.5 and S.5 -U.5, and AMOUNT: 5 ozs . / 100 WT. WEATHER: TRUCK NO.: DESIGN STRENGTH: SET 2 01 -25 -91 T -7707 09 6379 J . Grove yes. accordance 305 yds. 7/8" S1}V: 54" ADZ: N/A % Clear 330 4000 PSI Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring CYL.NO. LA13.t&). DATE TLS'TL•'U A(it WERin UJil1 NSlUVS P'51 9a 1 -0755 02 -19 -91 4 N/A 6 "x12" 2865 9b 1 -0756 02 -22 -91 7 1, iii 3618 9c 1 -0757 02 -25 -91 10 II " 3750 9d 1 -0758 03 -15 -91 28 " 1 • 5 1 61? CLIENT: PROJECT: ADDRESS: CONTRACTOR: COIYSTRUCTIONMATERIALS TESTING LAnSInTOR1E3, INC. Absher Construction DORM INSPECTED: Yes. Bon Marche Warehouse' 1700 South Center Parkway, Tukwila CLIENT REMARKS: Inspection of forms and reinforcement steel conducted February 14th, 1991, and was found to be in accordance with the jobsite plans. METHOD OF PLACEMENT: Pump METHOD OF CONSOLIDATION: Vibrator CONCRETE SUPPLIER: STONDIAY CONCRETE LOCATION OF PLAC LOCATION SAMPLED: MIX DATA: NO.SPEC.CAST: REMARKS: WRA (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922-0798 INSPECTION & TEST REPORT FOR CONCRETE PLANT SET 1 DATE OF INSPEC'T'ION: 02 -15 -91 PROJECT NO.: T -7707 REPORT NO.: PIIMLT /cnnccr ND.: INSPECTOR: REBAR INSPECTED: NO. OF YDS. PLACED: 184 yds. Tilt panels #3E, 8B, 9B, 13F, 15J, 16D, 17B, 18B, 19D and 20B. 9B center. 1, 1 CRINT: 61 W. TYPE: I - MAX. Srn;1(1.: 7/8" &U4': 4 -3/4" AIR: N/A % ADMIXTURE: AEA AMOUNT: 1 oz. /yd. 5 ozs. /100 WT. CONCRETE TEMP. 65°F AIR TENF. 43°F -4- TINES ED: 8:10 WEATHER: TRUCK NO.: DESIGN STRENGTH: 19 Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring 6379 J .Grove Yes. Overcast 342 4000; PSI CYL.NO. 1.JM3.NO. DAM '1 AU., WElt#iT DIM IUNS - . Ytil 10a 1 -0759 02 -19 -91 4 N/A 6 "x12" 2957 10b 1 -0760 02 -22 -91 7 II II 3951 10c 1 -0761 03 -15 -91 28 II " 10d 1 -0762 I, 28 II " CLIENT: PROJECT: ADDRESS: CONTRACTOR: CLIENT FORM INSPECTED: REMARKS: Inspection of and was found METHOD OF PLACEMENT: METHOD OF CONSOLIDATION: CONCRETE SUPPLIER: LOCATION OF PLACEMENT: LOCATION SAMPLED: •: a I CONCRETE TEMP. NO.SPEC.CAST: ,CONSTRUCTION:ATERIALS TESTING ,LAB•TORIES, INC. Absher Construction Bon Marche Warehouse WRA Yes. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR CONCRETE PLACEMENT 1700 South Center Parkway, Tukwila MIX DATA: 61 SC. TYPE: I -II t X. SEW AIL: 7/8" AEMIXTURE: AEA DATE OF INSPECTION: PROJECT NO.: REPORT NO.: BIMTP /QNIWCT NJ.: INSPECTOR: REBAR INSPECTED: 19 6379 Yes. forms and reinforcement steel conducted February 14th, 1991, to s be in' accordance with the lbbsite plans. Pump Vibrator NO. OF YDS. PLACED: 184 yds. STONEWAY CONCRETE Tilt panel #3E, 8B, 9B, 13E, 15J, 16D, 17B, 19D and 20B. 15J center. 64 °F AIREME'. 41 °F -4- TINES/Ma: 8:00 SET 2 02 -15 -91 T -7707 J .Grove SUP: 41/2" AIR: N/A % AMOUNT: 1 oz. /yd. 5 ozs. /100 WT. WEATHER: TRUCK NO.: DESIGN STRENGTH: Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring Overcast 307 4000 PSI CLIENT: PROJECT: ADDRESS: OONTRACIoR : CONSTRUCTION *TER1ALS TESTING LABOI01OR1E8, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Absher Construction Bon Marche Warehouse 1700 South Center Parkway, Tukwila Absher Construction DATE OF INSPECTION: REPORT NO.: CONTRACT or PERMIT NO.: PROJECT NO.: 02 -22-91 21 6379 T -7707 I arrived on the jobsite at 11:30 a.m. to conduct visual welding inspection. Inspected and accepted were panel to panel welds, rebar welded to edge to panel embed plates from one side only. Welder is R.Chaney, who is currently W.A.B.O. certified. E7018 electrodes are ,being used. Work is in accordance with the A.W.S. code and drawing S -4 detail 7. Inspector: D.Dow Weather: Inspection; • • Solt Testing n g • Concrete Testing i • halt.Testing • Site Investigation • Concrete r Asphalt Coring • ST ELEVATICR LOCATI(N 001 FIELD DENSITY PER - cENT MOIST- URE LAB CURVE -� M. SY.01 LBS. /CU WET .ET. DRY DRY WT. # / CF. OPTD 14 WATER % - 4' 100' South N.E. corner of building. P - 3 128.4 104.9 22.3 109.3 17.5 95.9 • .. Subgrade 100' South N.E. corner of building. P -3 123.7 104.2 18.7 109.3 17.5 95.3 CLIENT: Absher Construction PRDJECT: Bon Mamie Warehouse fl 1'RAL'lt' R: CLIENT 3N-PLACE DENSITY TEST I SOD: CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. 1700 South Center Parkway, Tukwila (CM11, INC) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN -PLACE DENSITY TEST REPORT ASZM D - 2922 DAZE: 03 -04 -91 PALE: 1 of 1 PROJECT NO.: T REPORT 1 ND.: 26 or P 6379 TECHNICIAN: J.Grove MAXIMUM DENSITY TEST MEMOD: ASIM D- 1557(D) CONFORMS CONSTRUCTION MATERIALS TESTING LORATORIES, INC. CLIENT: Absher Construction PDJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila QONPRAC10R: Absher Construction I, arrived on site to perform in -place density I. performed two each, in -place density tests. for locations,and results. • NOTE: 1) Results given to on site supervisor. 2) I waited for subcontractor to backfill and Overcast Rain Inspection • Soil Testing • Concrete Testin (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Asphek .• Site Investigetbn • Conc DAZE OF INSPFICTICN: 0 3 - 0 4 - 26 CONTRACT,.o MUT' PROJECT NO.: RETORT NO.: tests on sewerline backfill. See todays field test report compact sewerline. CLIENT: PROJECT: ADDRESS: CCMTRACTOR: • t CONSTRUCTION MATERIALS TESTING Absher Construction Bon Marche Warehouse 1700 South Center Parkway, Tukwila CLIENT Overcast /Rain Weather JG /fm Inspection • Soil Testing • Concrete Tessin'. J 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT (CMTL, INC.) A Division of Western Testing Laboratories ORATORIES, INC. DATE OF INSPECTION: 03 - 01- 9 REPORT NO.: CONTRACraor wY : 24 PR JOLT ND. T -7707 I arrived on the jobsite to conduct soils inspection and testing on sewer line and storm drain backfill. I conducted five each in -place density tests. ., For locations and results see today's in -place density tests report. NOTE: Results of in -place density tests was given to on -site Supervisor • Asphalt Testing • Site Investigation • Concr and Asphalt Coring C:YL.NO. LAB.NU. DA'Z'E: TESTED AUL WE1UHl' uunr r a I 7a 1 -0674 02- 18 -91" ' 7 N/A 6 "x12" i 4386 7b 1 -0675 03 -11 -91 28 II II 5 235 7c 1 -0676 28 COWRIE 1 CONSTRUCT 4N MATERIALS TESTING L ORATORIES, INC. (CMTL, INC.) A Division of Western Testing Laborator'es [ MAR 1.3 1991 INSPECTION & TEST REPORT FOR PLANNING DEPT. CONCRETE PLACEMENT "SET CLIENT: Absher Construction DATE OF INSPECTION: 02 -11 -91 PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT FORM INSPECTED: Yes. LOCATION SAMPJ.Ff• Tilt panel #2E. CONCRETE TEMP. NO.SPEC.CAST: REMARKS: WRA 65 °F -3- 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 AIR'III�'. 41 °F TINE &WED: 8:15 PROJECT NO.: REPORT NO.: FERITTAINIWCT AD INSPECTOR: REBAR INSPECTED: REMARKS: Inspection of forms and reinforcement steel was found to be in accordance with the jobsite plans. METHOD OF PLACEMENT: Pump METHOD OF CONSOLIDATION: Vibrator NO. OF YDS. PLACED: 198 yds. CONCRETE SUPPLIER: STONEWAY CONCRETE TCCATION OF PLACEMENT: Tilt panels #1F, 2E, 4G, 5A, 6B, 7B, 10C, 11A, 12H and 14E. MIX DATA: CHM: 61 SK. TlE: I -II MAX. S1VE jai: 7/8" SUMP: 3 -3/4" AIR: N/A ADMIXTURE: jr E, AMOUNT: 1 oz /yd. 5.0 ozs. /100 WT. WEATHER: TRUCK NO.: DESIGN STRENGTH: T -7707 16 J.Grove Yes. Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation. • Concrete and Asphalt Coring Overcast 316 4000 C:YL.NU. LAIJ.NJ. l A:a; Tt; ThU Arai: WC,1L - 11 u1P'14N IuNn rDl _ 8a 1 -0677 I 02 -18 -91 7 N/A 6 "x12" j 4351 8b 1 -0678 03 -11 -91 28 " " 5377 8c 1 -0679 s 28 " 11 5477 CONFORM; 1 1 c� CONSTRUCT .•,1 MATERIALS TESTING L :ORATORIES, INC. LOCATION SAMPLED: Tilt panel #14E. (CMTL. INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR OONCRETE PLACEMENT SET 2 CLIENT: Absher Construction DATE OF INSPECTION: 02 -11 -91 PROJECT: Bon Marche Warehouse PROJECT NO.: T -7707 ADDRESS: 1700 South Center Parkway, Tukwila REPORT NO.: 16 CONTRACTOR: CLIENT PEMLT /CtNINCT ND.: 6379 INSPECTOR: J.Grove FORM INSPECTED: Yes. REBAR INSPECTED: Yes. REMARKS: Inspection of forms and reinforcement steel was found to be in accordance with the jobsite plans. METHOD OF PLACE ENT : Pump METHOD OF CONSOLIDATION: Vibrator NO. OF YDS. PLACED: 198 yds. CONCRETE SUPPLIER: STONEWAY CONCRETE TOCATION OF PLACEMENT: Tilt panels #1F, 2E, 4G, 5A, 6B, 7B, 10C, 11A, 12H and 14E. MIX DATA: CRUZ: 61 SK. Tom: I -II MAX. S1E A3 .: 7/8" ALMIXTURE : WRA CONCRETE TEMP. NO. SPEC. CAST: AEA 63 °F ASR`. 44 °F -3- TINE Si 4Y D: 10:30 SEIPP: 41" AIR: N/A AMOUNT: 5 ozs. /100 WT. 1 oz. /yd. WEATHER: TRUCK NO.: DESIGN STRENGTH: iresy.rctian • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Aspna!t Coring Overcast 307 4000 P; CLIEN'P : PROJECT: ADDRESS: OCtiTRACTOR : Inspection of reinforcement steel jobsite plans. NOTE: CLIENT CONSTRUCT `I MATERIALS TESTING LAEORATORIES, INC. Absher Construction Bon Marche Warehouse (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT 1700 South Center Parkway, Tukwila I. arrived on the jobsite to perform . inspection of stair footings at 23 line, "F" and "H ", and 25. line, was found to be A copy of field inspection report was left on DATE OF INSPECTION: 03 -07 -91 REPORT NO.: 27 OONTRACT or PERMIT NO.: 6379 PROJECT NO.: T -7707 reinforcement steel for "K" and "T". in accordance with the site. Inspection • Soil Testing _• Concrete Testinf Asphalt Testing • Site Investigation • Conc. and Asphalt Coring TEST # ELEVATION LOCATION FIELD DENSITY i flr LAB CURVE flog LBS. /CU.FT. WET DRY DRY WT. # / CF. COMMA WATER % 52 Subgrade Demme er • • g ex error • 20' "W" of 25. P -2 138.5 128.25 8.0 125.9 7.6 100+ 95% 53 Sub* ade Perimeter buildin• exterior "H" at 24. P -2 134.5 123.25 9.1 125.9 7.6 97.9 it Sub• ade Perime er • • g ex error H a 25' "E" of 23. P -2 132.0 120.0 10.0 125.9 7.6 95.3 II 5D Sub•'ade Perimeter buildin• exterior 25 at "L ". P -2 138.5 131.0 5.7 125.9 7.6 100+ " 56 Sub. ade Perimeter buildin• exterior 25 at "R ". P -2 136.0 128.0 6.3 125.9 7.6 100+ " 57 Sub. ade Perimeter buildin• exterior 25 at "U ". P -2 138.0 128.5 7.4 125.9 7.6 100+ 58 Subgrade Perimeter building exterior "W" at 24. P -2 132.0 124.25 6.2 125.9 7.6 98.7 " 59 Subgrade 20teo cling interior "W" at P-2 132.0 125.75 5.0 125.9 7.6 99.9 " 60 Subgrade Perimeter b25 ' g interior "W" at P_2 130.0 123.5 5.3 125.9 7.6 98.1 it CLIENT: Absher Construction PROTECT: ' Bon Marche' Warehouse e -'ADDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT IN -PLACE DENSITY fhbl METHOD: REMARKS: CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. (CMTL, INC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN -PLACE DENSITY TEST REPORT ASTM D -2922 CONTRACT or .,� PERMIT NO.: 6379/ TECHNICIAN: C.Thorogood MAIM DENSITY ' 111' METHOD: DATE: 03 -18 -91 PACE: - 1 of 1 PROTECT NO.: T -7707_ . REPOT NO.: 28 ASTM D -698 I:YL.LVU. LAt3.IVJ. DA1'ta TESTED ACHE: WEICiiT DIMENSIONS PSI 9a 1 -0755 02 -19 -91 4 N/A 6 "x12" • 2865 9b 1 -0756 02 -22 -91 7 n II 3 618 9c 1 -0757 02 -25 -91 10 3750 _ 9d 1 -0758 03 -15 -91 28 H n 4 5 9 9 CONFORMS CLIENT: PROJECT: ADDRESS: CONTRACTOR: CONSTRUCTIO MATERIALS TESTING LAIC RATORIES, INC. Absher Construction Bon Marche Warehouse CLIENT FORM INSPECTED: Yes. LOCATION SAMPLED: 1700 South Center Parkway, Tukwila REMARKS: Inspection of forms and reinforcement steel conducted February 14th, 1991, and was found to be in accordance with the jobsite plans. METHOD OF PLACEMENT: Pump METHOD OF CONSOLIDATION: Vibrator CONCRETE SUPPLIER: STONEWAY CONCRETE LOCATION OF PLACEMENT: Tilt panels #3E, 8B, 9B, 13F, 15J, 16D, 17B, 18B, 19D and 20B. 9B center. MIX DATA: CRUZ% 61 SK. TEE: I -II MAX. ST7 PCG.: ADMIXTURE: AEA CONCRETE TEMP. NO.SPEC.CAST: REMARKS: WRA 65 °F -4- (CMTL, INC.) A Division of Western Testing Labor 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FO CONCRETE PLACEMENT 7/8" AIR1P. 43°F TINE SNARED: 8:10 r,1AR 21 1991 " «IL PI � i� � � F Qr SET 1 DATE OF INSPECTION: 02 -15 -91 PROJECT NO.: REPORT NO.: PERMIT /Q.NIRKCr NO INSPECTOR: REBAR INSPECTED: T -7707 19 6379: J .Grove Yes. NO. OF YDS. PLACED: 184 yds. SUMP: AMOUNT: WEATHER: TRUCK NO.: DESIGN STRENGTH: 4 -3/4" AIR: N/A 1 oz. /yd. 5 ozs. /100 WT. Overcast 342 4000; PS Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring CYL.NO. LAB.NU. DATE TESTED ACHE WEi( ff UMI✓ lN51UN5 k'S1 ` 10a 1 -0759 02 -19 -91 4 N/A 6 "x12" 2957 10b 1 -0760 02 -22 -91 7 n H 3951 10c 1 -0761 03 -15 -91 28. 11 5'058 10d 1 -0762 u 28 5023 CONF. — ( CONSTRUCT1Or L1ATERIALS TESTING LAB ATORIES, INC. lJ .. (CMTL, INC.) A Division of Western Testing Laboratories METHOD OF PLACEMENT: Pump LC LOCATION SAMPLED: 15J center. MIX DATA: CEMEM': 61 SK. TDPE: I -II MAX. cr7; 1 3.: 7/8" ADMIXTURE: 1VRE: AEA CONCRETE TEMP. NO.SPEC.CAST: REMARKS: WRA 4417 Pacific Highway East Fife, Washington 98424 (206) 9220798 INSPECTION & TEST REPORT FOR CONCRETE PLACEMENT 64 °F AIRIE4'. 41 °F -4- 'TM WIRE: 8:00 SET 2 CLIENT: Absher Construction DATE OF INSPECTION: 02 -15 -91 PROJECT: Bon Marche Warehouse PROJECT NO.: T -7707 ADDRESS: 1700 South Center Parkway, Tukwila REPORT NO.: 19 CONTRACTOR: CLIENT : PFRITT /C NJICT ND.:;.; ., ,.;:`' ' 6379 INSPECTOR: J.Grove FORM INSPECTED: Yes. REBAR INSPECTED: Yes. REMARKS: Inspection of forms and reinforcement steel conducted February 14th, 1991, and was found to be in accordance with the - jobsite plans. METHOD OF CONSOLIDATION: Vibrator NO. OF YDS. PLACED: 184 yds. CONCRETE SUPPLIER: STONEWAY CONCRETE ICCATION OF PLACEMENT: Tilt panel #3E, 8B, 9B, 13E, 15J, 16D, 17B, 19D and 20B. SUM: 411" AMOUNT: 1 oz. /yd. WEATHER: TRUCK NO.: DESIGN STRENGTH: 5 ozs. /100 WT. Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring AIR: N/A% Overcast 307 4000 PSI CONSTRUCTIO Y MATERIALS TESTING LA IGATORIES INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT CLIENT: Absher Construction DATE OF INSPECTION:03 -1 91 PROJECT: Bon Marche' Warehouse REPORT NO.: 28 CONTRACT or ADDRESS: 1700 South Center Parkway', Tukwila PERMIT NO.: 6s3.79k��,R� �'t�Sk�, OONTRACrOR• CLIENT PROJECT NO.: T -7707 I arrived on the jobsite to conduct soils inspection and testing on struc- tural fill work being done on the perimeter of the addition, both inside and outside. All tests performed showed acceptable rates of, compaction but moisture content in some tests on the north end of the building were excessive. Test results ranged from a low of 95.3% to highs of 100 % +. Areas that should be re- worked after drying of soils are at "H" line at 25' east of 23 line 132.0 to 123.25. 9.1% moisture 97.9% rate of compaction "H" line at 25' East of 23 line 132.0 to 120.0. 10.0% moisture 95.3% rate of compaction. Contractor has indicated that re -work and testing will be done after soils dry out some. Bolting of structural steel work is in progress, but no tightening was being done at the time of this visit, so' no verification of bolt tightening/ technique would be made. This will be followed up tomorrow (March 19th, 1991). Roofing work was inspected for the owner today and is covered in a seperate report. Clear - 40's to 50's in A C.Thorogood Weather: Inspecto: CT /fm Inspection • Soil Testing • Concrete Testing. Asphalt Testing • Site Investigation • Concr Ind Asphalt Coring ( L.i DLR Group John Graham Associates 520 Pike Street Suite 1100 Seattle, Washington 98101 ' 206 461 -6000 Principals: James C Pearce AIA William F Buursma AIA Roderick R Kirkwood PE Jonathan E Pettit AIA Senior Associates: Michael E Bartunek AIA David L Berg PE R Scott Kruse Reed Lyons PE Richard M Mclneliy PE James B Mossman Erling J.Olsen PE Herbert Rozendaal PE Robert L Sundin January 18, 1991 City of Tukwila Department of Community Development/ Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Attn: Bob Benedicto RE: Bon Marche Warehouse Plan Check #90 -294 Gentlemen: Reference is made to anchor bolts on Detail 10 /S -6 of our subject plan check drawing. The Contractor has requested use of a substitute steel grade due to availability problems. Accordingly, we propose to allow substitution of anchor bolts of Grade A -36 steel for the specified A -325 grade with an increase in diameter from 7 / 8 " Y ;o 1-'/ to provide the same design capacity. P M Cp�� ., ...... • �• ti t. -. ti "5 . st1& j 133......4:4.02 ri r— ii -t " ' % �! • a { ' • gF.:i l .4 ,. c5. o u 6 ':��'O?JAI i ; ; C` % Engineer tlf ecord Signed cc:. Allied Stores CORK \10118COT.TCC Corcoran DLR Group Offices: Seattle Colorado Springs Farmington Minneapolis Omaha Phoenix Pierre Salt Lake City Tampa DLRGroup John Graham Associates 520 Pike Street Suite 1100 Seattle, Washington 98101 206 461 -6000 Senior Associates: Michael 5 Bartunek AIA David L Berg PE R Scott Kruse Reed Lyons PE Richard M Moinelly PE James B Mossman Erling J Olsen PE Norbert Rozendaal PE Robert L Sundin January 18, 1991 City of Tukwila Department of Community Development/ Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Attn: Bob Benedicto RE: Bon Marche Warehouse Plan Check #90 -294 Gentlemen: Reference is made to anchor bolts on Detail 10 /S -6 of our subject plan check drawing. Principals: James C Pearce AIA The Contractor has requested use of a substitute steel grade due to availability William F Buursma AIA Roderick R Kirkwood PE problems. Jonathan E Pettit AIA Accordingly, we propose to allow substitution of anchor bolts of Grade A -36 steel for the specified A -325 grade with an increase in diameter from 7 / 8 " to 1 - to provide the same design capacity. • .•••••• ' M. �����'a7 Yilt i •' OF 'r„ a$h ' •.. Ll Signed / /%� �1�r -'� O • �� % ^ T. Corcoran • cc: Allied Stores CORRU0118COT.TCC } DLR Group Offices: Seattle Colorado Springs Farmington Minneapolis Omaha .Phoenix Pierre . Salt Lake City Tampa 1 'p • EC s 'O " . t� j 1 n � ••.; fit' . Eng'ineei*'tff ecord CLIENT: , PROJECT: ADDRESS: 03NTRACTOR: Clear: COIY3TRUCTIUL MATERIALS TESTING LAILRATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Absher Construction Bon Marche Warehouse 1700 South Center Parkway, Tukwila Client DATE OF INSPECTION: REPORT NO.: CONTRACT or PERMIT NO.: PROJECT NO.: I arrived on site at 10:30 a.m. to review jobsite plans concerning roofing criteria, prior to roofing meeting at 11:00 a.m. Roofing meeting was conducted at 11:00 a.m. with all concerned personnel. Material, storage application and inspection requirements were covered. Meeting concluded approximately 12:00 p.m. Inspector: Inspection • Soil Testing • Concrete Testing • 'halt Testing • Site Investigation • Concrete i Asphalt Coring 02 -27 -91 23 • 6379 T -7707 UX14.NU. LAt3.NU. ORM '1'E5`P D AGE WEIUiT UIMEN5IUN5 1. 5a 1 -0534 02 -06 -91 7 N/A 6 "x12" 4952 5b 1 -0535 02 -27 -91 28 " " 6685 5c 1 -0536 11 28 " .. COtiiiiRMS CONSTRUCTICE MATERIALS TESTING LAI 'ORATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories INSPECTION & TEST REPORT FOR CLIENT: Absher Construction DATE OF INSPECTION: 01 -30 -91 PROJECT: Bon Marche Warehouse PROJECT NO.: T -7707 ADDRESS: 1700 South Center Parkway, Tukwila REPORT NO.: 12 CONTRACTOR: CLIENT BIMIWOONIRMIT NO.: 6379 INSPECTOR: J.Grove FORM INSPECTED: yes. REBAR INSPECTED: yes. REMARKS: Inspection of forms and reinforcement steel was found to be in accordance METHOD OF PLACEMENT: Pump METHOD OF CONSOLIDATION: Screed NO. OF YDS. PLACED: 231 yds. CONCRETE SUPPLIER: STONEWAY CONCRETE TOCATION OF PLACEMENT: Slab on grade 23 -25 line K.5 -N.5, Q.5 -8.5 and U.5 -V.75. LOCATION SAMPLED: or o I CONCRETE TEMP. NO.SPEC.CAST: with the jobsite plans. REMARKS: 23.5 line "R ". 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 CONCRETE PLACEMENT MIX DATA: 6.5 9(. TOE: I -II MY. SZE ACS.: 7/8" ADMIXTURE: WRA 65 °F AIItIEP. 31 °F -3- TINE StN4'IED: 8:35 SUMP: 41/2" AII2: N/A AMOUNT: 5 ozs. /100 WT. WEATHER: TRUCK NO.: DESIGN STRENGTH: Clear 337 4000 Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring Uns.NU. WW.NJ. DArE TESTED AGE WEIGHT DIMENSIONS ' PSI 6a 1 -0537 02 -06 -91 7 N/A 6 "x12" 5023 6b 1 -0538 02 -27 -91 28 " 6756 6c 1 -0539 0 28 II " 6650 CONSTRCICTI4 MATERIALS TESTING LA )RATORIES, INC. CLIENT: Absher Construction PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT FORM INSPECTED: yes. REMARKS: Inspection with the jobsite plans. METHOD OF PLACEMENT: Pump METHOD OF CONSOLIDATION: Screed NO. OF YDS. PLACED: 231 yds. CONCRETE SUPPLIER: STONEWAY CONCRETE TOCATION OF PLACEMENT: Building slab on grade 23 -25 line K.5 -N.5, Q.5 -S.5 and U.5 -V.75. LOCATION SAMPLED: REMARKS: (CMTL, INC.) A Division of Western Testing Laboratories INSPECTION & TEST REPORT FOR CONCRETE PLACEMENT of forms and reinforcement 23.5 line "V ". MIX DATA: C IIR% 61 SC. ¶LYE: I -II MNC. SM A133.: ADMIXTURE: WRA 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 CONCRETE TEMP. 65°F 30°F NO.SPEC.CAST: -3- TIME Stt4 ED: 9:30 steel MAR 041991 erry OF TUKW LA PLAN.1JINC, Dra°r DATE OF INSPECTION: PROJECT NO.: REPORT NO.: 12 EFMIT /cflnp1CT NJ.: 6379 INSPECTOR: REBAR INSPECTED: was found to be in acco dance 7/8" SUM: 4" AIR: AMOUNT: 5 ozs. /100 WT. WEATHER: TRUCK NO.: DESIGN STRENGTH: Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring 01 -30 -91 T -7707 J.Grove yes. Overcast 323 4000 N/A PS MOISTURE % OF DRY WEIGHT r BS_ PER CU_ Fr.. 114. • , i I l , l , L . I 1 i l •' 1 I I 1 I i I. I t , , 1 1 , 1 12 .. ;. , ? i I , I , i 1 I l i 1 f,h I I I 1 1 1 1 E I I I I l l I I I . i I' I I i I I 1. I I I 11 1 1 1 I II I 1 II I I i i ! I I I 11 I I l i t 1 1 1 1 ., I I I. II ( I I i I I 1 I ,I i I II I I 10 I I I I 1 1 1 1 I I . I 1I I I I . • I I I ■ I I ' 1 1 I I I , I I I I 10• 11. i i I l 1 I I 1 ,, 1 1 I . I II , - - 1 1 ! 1 I I . I • I 1 1 1 1 I I 10 ' .- II i l l I I I I ' II i l 1 : i I I i . r 1 . I I I I I I I 1 1 1 1 1 • 1 1 1 1 •' ' ' I I I II l'. , 1 . 1 i • I I 1 1 1 1 I I 10 , , . 1 • I ' ' • . 1 I 1 I 1 1 1 1 1 1 ' I i I ' 1 1 I I I I I i 1 I I' (1•a' 14 • 118 ' 0 FIELD DATA: LABORATORY DATA: CONSTRUCTIOI MATERIALS TESTING LAB IATORIES, INC. SOURCE OF MATERIAL: Native MAXIMUM DENSITY - OPTIMUM MOISTURE DETERMINATION CLIENT: Absher Construction PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: Client PROJECT ##: T -7707 REPORT NO.: 19 LOCATION OF SAMPLED: Stock Pile MAXIMUM DENSITY DRY: 110.4 P.C.F. OPTIMUM MOISTURE: 15.9 SOIL TYPE & COLOR: Brown Sand & Clay and some gravel. TEST SPECIFICATION: ASTM D- 1557(D) CYLINDER: 6 " HAMMER: 10 lbs. DROPS: 18 11 LAYERS: 5 BLOWS /LAYER: 56 TECHNICIAN: J. Grove REMARKS: FEg 25 1991 (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 DATE SAMPLED: 02 -15 -91 TEST NO.: P -6 Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring CONSTRUCTK C MATERIALS TESTING LA )RATORIES, INC. (CMTL. INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife. Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Absher Construction Bon Marche Warehouse ADDRESS: 170,0 South Center Parkway, Tukwila CONTRACTOR: Absher Construction CLIENT: PROJECT: NOTE: Copy of report was left on site. DATE OF INSPECTION: REPORT NO.: CONTRACT or PERMIT NO.: PROJECT NO.: 02 -12 -91 17 637.9 T -7707 I arrived on site to perform inspection of reinforcing for tilt panels 8B, 9B, and J15. Inspection of reinforcing was found to be in accordance with jobsite plans.. I.also picked up 6 each 6 "x12" concrete cylinder samples, cast on 02- 11 -91. Overcast FEB 1.9 j Ci'I Y o ilLivv(LA PLANNING DEPT. inspection • Sod Testing • Concrete Testing Csphalt Testing • Site Investigation ■ Concreind Asphalt Coring . Grove (,9) CONSTRUCTI L MATERIALS TESTING LSORATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 FIELD INSPECTION REPORT CLIENT: Absher Construction DATE OF INSPEEMION: 02 -11 -91 PROJECT: Bon Marche Warehouse REPORT NO.: 16 CONTRACT or ADDRESS: 1700 South Center Parkway, Tukwila PERMIT NO.: 6379 CONTRACTOR: Absher. Construction PROJECT NO.: T -7707 I arrived on -site to perform inspection of reinforcing and concrete for tilt panels 1F, 2E, 4G, 5A, 6B, 7B, 10C, 11A, 12H, and 14E. Inspection of reinforcing was found to be in accordance with jobsite plans. Contractor placed approximately 198 cubic yards of (4000 PSI, 6.5 sack cement ratio) concrete with a 3' " -41/2" slump range throughout placement. I cast 6 each 6 "x12" concrete cylinder samples for compressive strength tests. See todays test report for results. NOTE: Copy o "f report was left on site. Weather: Overcast G� FEB 1 9 1991 cIrr 5FTlikv.iLA t)EpT. Inspector: Inspection • Soil Testing • Concrete Testing Asphalt Testing • Site Investigation • Concr and Asphalt Coring J. Grove CONSTRUCTIO .MATERIALS TESTING LA RATORIES, INC. (CMTL, INC.) p Bon Marche Warehouse ADD S 1700 South Center Parkway, Tukwila CONTRAL'POR: CLIENT Absher Construction A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT DATE OF INSPECTION: 02 -15 -91 REPORT NO.: 19 'XWIRACT or PEEd4IT NO.: MOO � ¢ PROJECT NO.: T -7707 I arrived on the jobsite to perform inspection of reinforcement steel and to conduct concrete tests for today's scheduled placement. Inspection of reinforcement steel was conducted February 14th, 1991, and was to be in accordance with the jobsite plans Contractor placed approximately one hundred eighty four yards of (4000 PSI, 6.5 sack cement ratio) concrete for tilt panels #3E, 8B, 9B, 13E, 15J, 16D, 17B, 18B, 19D and 20B. I cast eight each 6 "x12" concrete cylinder samples for compressive strength tests, to represent the above placement. Concrete was placed and maintained at a slump of 3 -3/4" to 4 -1/4" range throughout the placement. See today's concrete tests report for results. In addition, I obtained a representative of soil sample for laboratory testing. NOTE: A copy of report was left on site. Weather: Overcast Inspector: J.Grove JG /fm Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site investigation • Concre'p and Asphalt Coring CLIENT: PROJECT: ADDRESS: =TRACTOR: NOTE: CONSTRUCTIOP IATERIALS TESTING LAB ; ATORIES, INC. Copy of report was left on site. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Absher Construction Bon Marche Warehouse 1700 South Center Parkway, Tukwila Absher Construction DATE OF INSPECTION: 02-14-91 REPORT NO.: 18 CalI'RACT or PERMIT NO.: Inspection -• Soil Testing • Concrete Testing • Asphalt Testing • Site investigation • Concret^ and Asphalt Coring PROJECT NO.: T -7707 I arrived on site to perform inspection of reinforcing for tilt panel E3, E13, D16, B17, D19, and B20. Inspection of reinforcing was found to be in accordance with jobsite plans. Inspector: i )H CONSTRUCTIOI'4'MATERIALS TESTING LA RATORIES, INC. (CMTL. INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife. Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR CONCRETE PLACED SET 2 CLIENT: Absher Construction DATE OF INSPECTION: 02 -11 -91 PROJECT: Bon Marche Warehouse PROJECT NO.: T -7707 ADDRESS: 1700 South Center Parkway, Tukwila REPORT NO.: 16 CONTRACTOR: CLIENT FORM INSPECTED: Yes. REBAR INSPECTED: Yes. REMARKS: Inspection of forms and reinforcement steel was found to be in accordance with the jobsite plans. METhOD OF PLACEMENT: Pump METHOD OF CONSOLIDATION: Vibrator NO. OF YDS. PLACED: 198 yds. CONCRETE SUPPLIER: STONEWAY CONCRETE OCN ICN OF PLACEMENT: Tilt panels #1F, 2E, 4G, 5A, 6B, 7B, 10C, 11A, 12H and 14E. LOCATION SAMPLED: Tilt panel #14E. MTV DATA: C €' : 61 Si(. TYPE: I -II M4X. gr7E A3 .: 7/8" aMIX' r E: WRA REMARKS: 63 °F AIR TE`V. 44 °F TINE S M D: 10:30 �..El.: O _ L=am _ DATE TESTED AGE 8a = �: 02 -18 -91 7 8b 1 —.€c7. 03 -11 -91 28 8c 1 -0679 i • 28 WEI N/A N FERET /QZlIFPCT DO.: 17;! 3 iF ' INSPECTOR: J.Grove S024): 41/4" AIR N/A AMOUNT: 5 ozs./100 WT. 1 oz.. vd. _._._ - NC. 6'x2' • inspection • Soil Testing • Concrete Testing • Aspnait Testing • Site Investigation • Concrete and Aspna:t Coring Overcast 307 4000 PS I 4351 CONFORMS :: .. yl... — - lr.__ _.. ---r IT.;:--- AU e. I N ZILIEL. -- _ ...._.,e` : — 7a 1 7.:'... 777 L 02 -18 -91 • 7 I N/A 6 "X:2" 4386 7b 03 -11 -91 28 is 7c 1 -0676 , 28 I � " " . I I ! CLIENT: Absher Construction PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT LOCATION SAMPLED. Tilt panel #2E. CONCRETE TEMP. REMARKS: CONSTRUCTIO MATERIALS TESTING LA 1 ;,;RATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 INSPECTION & TEST REPORT FOR OCIFCRETE PLACEMENT 65'F AIR TAE. 41 °F -3- T?TME SIM: 8:15 DATE OF INSPECTION: PROJECT NO.: REPORT NC.: PE T/a PCT NJ.: INSPECTOR: FORM INSPECTED: Yes. REBAR LMSPEC1'U) : Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Aspnait Ccr:ng SET 1 02 -11 -91 T -7707 16 J.Grove Yes. REMARKS: Inspection of forms and reinforcement steel was found to be in accordance with the jobsite plans. METHOD OF PLACEMENT: Pump METHOD OF CONSOLIDATION: Vibrator NO. OF YDS. PLACED: 198 yds. CONCRETE SUPPLIER: STONEWAY CONCRETE ':OCATICN OF PLACEMENT: Tilt panels #1F, 2E, 4G, 5A, 6B, 7B, 10C, 11A, 12H and 14E. MIX DATA: Cai' : 61/2 SK. : I -II :SAX. STEE ?C .: 7/8" SaYID: 3 -3/4" AIR'. N/A ADMIXTURE: AEA AMOC.T: 1 oz /vd. 5.0 ozs. /100 WT. Overcast 316 4000 x CONSTRUCTIO"''1ATERIALS TESTING LAB .'. ATORIES, INC. CLIENT* Absher Construction DATE OF INSPECTION: 01 -21 -91 PROJECT: Bon Marche Warehouse PROJECT NO.: T -7707 ADDRESS: 1700 South Center Parkway, Tukwila REPORT NO.: 05 CONTRACTOR: CLIENT Pr T /CI1dITAL'T NJ.: m.; ;a6379 INSPECTOR: 3.Grove FORM INSPECTED: yes. REMARKS: Inspection of forms and reinforcement steel was found to be in accordance with the jobsite plans. METHOD OF PLACEMENT: Chute METHOD OF CONSOLIDATION: Vibrator NO. OF YDS. PLACED: 32 yds. CONCRETE SUPPLIER: STONEWAY CONCRETE *'CATION OF PLACEMENT: Spread footings at 24 line J, K, L, N, P, 0, R and S, 23.5 and 24.5 line K, P and S. LOCATION SAMPLED* 24 line "S ". REMARKS: (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR CONCRETE PLACEMENT MIX DATA: Cavan 51 HC. THE: I -II MX. gn7 POG.: 7/8" SUMP: 2 -3/4" AIR: N/A% AIMIX TURE : WRA AMCUNT : 3 oz s . / 100 WT. _ TEMP. 61°F AD1 133= _yC_S EC.CkST: -3 TII4E SF' 4'LED: 14:30 4 LAB . NC . DATE TESTED 1 -0329 01 -28 -91 ' 1 -0330 02 -18 -91 -, 2c 1 -0331 ! " 28 REBAR INSPECTED: yes. WEATHER: Clear TRUCK NO.: 303 STRENGTH: 4000 OIMEICNE PSI " 11 6 "x17" '?R0 6337 6437 Pc_ rnwFeR�us Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring COnSTRUCT101fAATERIALS TESTING LABtATORIES, INC. CLIENT. Absher Construction PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT FORM INSPECTED: yes. REMARKS: Inspection of MIX DATA: Ca■ENT: 51 S. Tom: I -II Vic. SIB AtMD JRE: WRA NO -3- la lb lc REMARKS: CXNC with the ljobsite plans. 1 -0295 1 -0296 1 -0297 59 °F (CMTL, INC.) r �_.__._ .._�. _ .._ A Division of Western Testing Laboratori s AM "..7-. . - 01 -2_ 02 -15-91 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR CC C RETE PLACEMENT forms and reinforcement METHOD OF PLACEMENT: Chute METHOD OF CONSOLIDATION: Vibrator /Free Flow NO. OF YDS. PLACED: 43 yds. CONCRETE SUPPLIER: STONEWAY CONCRETE .IOCATION OF PLACEMENT: Footings at "H" line 23 -25, 25 line H -J and U -W, "W" line 23 -25, and spread footings at 23 line H -W and 2 line T, U and V. LOCATION SAMPIFD "W" line 23.5. 7/8 ": 31/4" AIR: 53 °F 12E. WEIGHT steel was N/A FEB 221S21 { OF E'a f%y�iL DATE OF INSPECTICN: PROJECT NO.: REPORT NO.: PTT /C! CT NO.: INSPECTOR: REBAR INSPECTED: found to be in accordance AMOUNT: 3 nzs_ /100 WT. TRDOE NO.: Mr STRENGTH: DIMENSIONS 6 "x12" 1, Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring O1 -IA -91 T -7707 04 J.Grove yes. 174 Inns Pc_ 46-: 665 6720 N/A 4 8 each each each each each REMARKS: JG /fm COIYSTRQCTIOICi+WTERIALS TESTING LATORIES, INC. N/A (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922-0798 SAMPLE PICK -UP REPORT PROTECT NAME: Bon Marche Warehouse PROJECT #: T -7707 ADDRESS: 1700 South Center Parkway, Tukwila REPORT #: 20 CONTRACT or DATE PICKED UP: February 18th, 1991 PERMIT #: VOROPPSA DATE OF INSPECTION: February ].5th, 1991 INSPECTOR: J.Grove .Picked up, transported to..the laboratory and prepared for testing 6 "x12" concrete cylinder samples Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring samples samples samples samples samples Dear Mr. Decker: CONSTRUCTION MATERIALS TESTING LABORATORIES; r 1NC � L Absher Const. P.O. sox 280 Puyallup, WA 98371 Attn: Dave Becker T Etio .922 -2938 (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 2 -4 -91 Feb . 01 16:34 Compaction tests #7 R were re- tested & conformed (#1 'Failing compaction teats #23, 24, 25, 26, 27 & 29 were & the areas are represented by tests #30, 31 ,32 ,33 & final results are in conformance. Summary: Tests #4, #9 & #10 are informational only. } structural fill which failed were re- tested in the ` and now conform. If we may be of further service, please call. Sincere re atek RR s, General Manager RECEIVED CITY OF TUKWILA FEB PERMIT CENTER • • A ak Testing • Site investigation • ' Concrete and Concrete Tasting; � p g Asphalt . RECEIVED DEB 05 1991 ABSH R CONST. CO. • Ref: Bon Marche Warehouse Addition in Tukwila - Compaction Test ;Summary tam submitting a summary of the compaction tests portormeid on the fill for the Warehouse Addition @ the Bon Marche ProjOct in Tukwila, WA. ' Teets #4, #9 a #10 were informational tests on the footin0 subgrade in its natural state. There is no compaction reg irement 'for the footing subgrede. I am re- submitting the reports With the non - conformance deleted. ii 5 .4 #16). re- tested 34,q The All tests of goner l area Ei NI WIZEN MI NI r4 1•I MI ■ tifoltin Ili r/ I• IN ON / mi niMin r, plir ii IA r4' 'r^,,r v N II COI IN R CONSTRUCTI .'1 MATERIALS TESTING LJRATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Q,I Absher Construction maxi T Bon Marche Warehouse =mums 1700 South Center Parkway, Tukwila ,OR CLIENT I arrived on the jobsite to conduct soils inspection and testing on building slab backfill and foundation footings. I conducted five each in -place density tests. For locations and results, see today's in -place density tests report. In addition, I obtained three each soil samples for laboratory NOTE: -In -Place density tests in footing were taken on native material uncompacted. -A copy of field inspection and in -place density tests report was left on site. DATE OF INSPECrICN: 01-15-91 REPORT NO.: 01 CONTRACT or PERMIT NO.: 6379 PROTECT NO.: T -7707 ARE JAN 22 4991 i OF TUKWILA c , 4r,".,11N! DF.PT. • testing. Weather: Overcast JG /fm Inspection • Soil Testing • Concrete Testing Asphalt Testing • Site. Investigation • Concr and Asphalt Coring EST # ELEVATION LOCATION qo FIELD DENSITY PER - CENT MOIST URE LAB CURVE dol wpg LBS. /CU WET .FT. DRY DRY WT. # / CF. OPTIMUM WATER % 1 -1' South section, center. P -2 134.4 125.1 7.5 125.9 7.6 99.4 95% 2 -1' Center section, center. P -2 132.4 124.8 6.1 125.9 7.6 99.1 " 13 -1' North section, center. P -2 129.9 122.3 6.2 125.9 7.6 97.1 " 4 -5' North footing, 75' east building P -1 P -1 111.7 123.7 87.5 106.6 27.7 16.1 102.8 102.8 23.4 23.4 �8 .1) 103.7 " 5 -- -5' South footing, center. CLIENT: PROJECT: N)DRESS: RACIOR: IN- PLACE DENSITY TEST METHOD: - REMARKS : Absher Construction CONSTRUCTION MATERIALS Bon Marche Warehouse 1700 South Center Parkway, Tukwila CLIENT ASTM D -2922 (CMTL, INC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN PLACE DENSITY TEST REPORT DATE: 01 -15 -91 PAGE: 1 of 1 PROJECT NO.: T -7707 REPORT NO.: 01 CONTRACT or PERMIT NO.: 6379 TECHNICIAN: J .GROVE MAXII414 DENSITY TEST METHOD: ASTM D- 1557(D) * DOES NOT CONFORM I � MOISTURE % OF DRY WEIG IF r B BS. PER CU. Fr.. • 131 • CONSTRUCTI CC MATERIALS TESTING LA )RATORIES, INC. MAXIMUM DENSITY - OPTIMUM MOISTURE DETERMINATION CLIENT: Absher Construction DATE SAMPLED: 01 -15 -91 PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT PROJECT #: T -7707 REPORT NO.: 01 FIELD DATA: SOURCE OF MATERIAL: Lloyd's Pit LOCATION OF SAMPLED: South end, center. LABORATORY DATA: MAXIMUM DENSITY DRY: 125.9 P.C.F. OPTIMUM MOISTURE: 7.6 SO TYPE & COLOR: Brown Sand & Gravel TEST SPECIFICATION: ASTM D -298 CYLINDER: 4 HAMMER: 51 lbs. DROPS: 12 " LAYERS: 3 BLOWS /LAYER:. 25 TECHNICIAN: J.Ross REMARKS: N/A (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 TEST NO.: P -2 Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring MOISTUUF '. OF I)ftY ta'I ICIIT r LBS. PER CU:. FT. 106 1�1���in�>•I�MM ni as MIn�. aA i♦ vM ■ A ■ ■ ms s :: uua rin 11,11 !Pi II VI us ■ 102 ■ ■1♦ ■■u ■ u•■ II �a ■ an i u_ut� Ilan ' a • WI �■ s ■■l mar m munIIIHIMI �► ■ u stn loo Nog saw kUuM 100 sow ■nu ■■m■ Nu am • ■ rni a■■■ =mu ' ■ No ■ •i ■ ma • � / 98 MU II MI �11■>.1 ■ ■r /tinin Mil ass ma r NI ■■ so was sus so rim 96 • ES mon•marmumoullmmOgrggmags.sou /m•■ CM I S li r�IR■■ ■•■ O / / ■i••■■••11 II 111•111• 11•1111011•W 1111 ■\'■ ■ ■■■■mmtam ■■m■ /■■■/ / ■■■■ll MOM. II MI mi 94 ■uIaaUa■/•/■ ■ • i:ua •••• a u as L 24 24 26 CONSTRCICTI & 'i MATERIALS TESTING LACRATORIES, INC. MAXIMUM DENSITY - OPTIMUM MOISTURE DETERMINATION Client: Absher Construction Date Sampled: 01 -15 -91 Project: Bon Marche Warehouse Contractor: CLIENT Project No.: T -7707 Report No: 01 Test No.: P -1 FIELD DATA: Source of Material: Native Location Sampled: LABORATORY DATA: Maximum Density Dry: - .102.8 P.C.F. Optimum Moisture: 23.4 Soil Type & Color: Gray Silt Test Specifications: ASTM D -698 Cylinder: 4 " Hammer: 51 lbs. Drops: 12 11 Layers: 3 Blows /Layer :25 Technician: J.Ross (CMTL. INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife. Washington 98424 (206) 922.0798 Southeast corner of footings. Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • C •.rctete end Asphalt Coring CONSTRuCTIC. MATERIALS TESTING LA)RATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT CLIENT: Absher Construction DATE OF INSPECTION: 01 -16 -91 PROJECT: Ban Marche Warehouse REPORT NO.: 02 CONTRACT or ADDRESS: 1700 South Center Parkway, Tukwila PERIIT NO.: 6379 CONTRACTOR: CLIENT PROJECT NO.: T-7707 I arrived on the jobsite to conduct soils inspection and testing on building pad backfill and foundation footings. I conducted five each in -place density tests for the day. For locations and results, see today's in -place density tests report. In addition, I obtained a soil sample for laboratory testing. NOTE: -A copy of field inspection and in -place test report was give to on site Supervisor. - Footing tests in native material uncompacted. Weather: Overcast Inspector: J.Grove JG /fm Inspection • Soil Testing • Concrete. TestingC2sphalt Testing • Site Investigation • Concr r Ind Asphalt Coring' CLIENT: Absher Construction PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CIC)R CLIENT IN -PLACE DENSITY TEST METHOD: IEMARKS: CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. (CMTL, INC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN PLACE DENSITY TEST REPORT ASTM D -2922 DATE: 01 -16 -91 PAGE: 1 of 1 PROJECT NO.: T -7707 REPORT NO.: 02 CONTRACT or 6379 PERMIT NO.: TECHNICIAN: J.GROVE MAXIMM DENSITY TEST MEINOD: ASTMD- 1557(D) * DOES NOT CONFORM EST # ELEVATION LOCATION hj FIELD DENSITY PER - 00 MOIST URE LAB CURVE im Hoo 11 LBS. /CU.FT. WET DRY DRY WT. # / CF. OPTIMUM WATER % 6 -3" "P" Line 23.25. P -2 130.9 123.0 6.4 125.9 7.6 97.6 95% 7 -6" H.5 Line 23.25. , ‘h P -2 126.4 119.1 6.2 125.9 7.6 94.6 " 8 -6" H.5 Line 24.75. GA' 4ILn P -2 123.5 115.8 6.6 125.9 7.6 92.0* " 9 D - =' -5' Footing, 25 Line "M ". P -3 122.4 100.1 22.3 109.3 17.5 91.5* " -5' Footing, 25 Line "U ". P -3 121.7 101.0 20.5 109.3 17.5 92.4* " CLIENT: Absher Construction PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CIC)R CLIENT IN -PLACE DENSITY TEST METHOD: IEMARKS: CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. (CMTL, INC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN PLACE DENSITY TEST REPORT ASTM D -2922 DATE: 01 -16 -91 PAGE: 1 of 1 PROJECT NO.: T -7707 REPORT NO.: 02 CONTRACT or 6379 PERMIT NO.: TECHNICIAN: J.GROVE MAXIMM DENSITY TEST MEINOD: ASTMD- 1557(D) * DOES NOT CONFORM MOIST IRE I. OF I)rtY WUI(.IIT WEIGHT LBS. PER CU: FT_ 110 r•�rv� align !. a 1 1 I � Ell itim i i lig - Falk toirsor 106 \ ma ii imii -- II I ,_ , I11■ v a: a TN a r _■ 1 am . - ■ ■■ r ;i ■ ■�� _��■ 102 um F. ` I aau $ a M /ri r _■ ■ u I ... .. �� n* / � a I .. a ■ ■ N 100 UMW ■/■■ Ira Un: II NU Mil MN a ■M ■1/■■�� NNE MUM MU M/ ■ /lI/MI■ /II• 98 aa ■■ rr /■■11a■K nninnu aa *R a iu RIMS aau *an.aass au.*ai I II U 12 14 16 18 20 Client: CONSTRUCTI( MATERIALS TESTING L CDRATORIES, INC. Project: Bon Marche Warehouse Contractor: CLIENT (CMTL. INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 9220798 MAXIMUM DENSITY- OPTIMUM MOISTURE DETERMINATION Absher Construction Dace Sampled: 01 -15 -91 Project No.: T -7707 Report No: 01 Test No.: P =3 FIELD DATA: Source of Material: Native Location Sampled: Center east footing. LABORATORY DATA: Maximum Density Dry: 109.3 P.C.F. Optimum Moisture: 17.5 Soil Type & Color: Tan Silty Loan Test Specifications: ASTM D -698 Cylinder: 4 " Hamner: 51 lbs. Drops: 12 " Layers: 3 Blows /Layer: 25 Technician: J.Ross Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • •:•c:ete cnc! Aiphalt Coring MOISTURE % OF DRY WEXOIT I I :Tarr IBS. PER CU. FT. 107 I 1 1-1 i 1 1 i `` I;1 1 11 1 I i • 1 1 1 I I t , 1 1 1 i 1 • 1 • 1 , 1 1 • . . I 1 . 1, , I I 1 I 105 • 1 1 1 1 1 1 , 1 1 1 1 I 1,1 1 1 1 I 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 1' : 1 1 1 I I I I I 1 1 . 1 1 1 1 1 103 1 I 1 I I 1 r I 1 . I 11 1 I I I 1 I i t I I I I i 1 I! I I I 1 1 I I I I I 1 I 1 1 1 1 1 1• ,... I I 11 I I I I I I I I I I I 1 1 I I I I I I 101 1 , 1 1 1 1 .; 1 .- 1 1 1! I I . I I 1 1 I 1 1 1 I 1 I 1 I I ilillullii� , 1 , I ii I i l l 1 I 1 1 I 1 1 1 1 , 1 1 1 1 I 1 ' I . . 1 I I . ' I I ' _I I 109 •1 1 I I , I • • , 1 , • I I I I I 11 I I I 1 1 ' 1 1 111® �� $ I ' I IMIIMMINIQMO 1 1 1 1 1 1 I I I 'III 1 1 I 1 I t i l l I, 107 , , I 1 � 1 • 1 1 1 1 I 1 . 1 1 1 1 II; 1 1 : 1 FT; : 1 II I I ' 1 1 1 1 I I 1 1 1 1 1: 1 1 1 1 1 1 i 1. , 1 1 I i ■ 1 1 ■ 1 I 1 , 1 ( 1 1 1 1 ` { • 1 1 1 1 1 I I 1 1 1 1 1 1 . 1 1 ; 1 I ' I w 1 1 1 1 1 1 10 1 1 1 1 , 1 1 , , , , , , 1 I 1 1 I I I I I I l i l t . I 1 III 1 1, 1 , 1 I 1131 151_ I 119 1 CLIENT: Absher Cons :action DATE SAMPLED • 01 -16 -91 PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT PROJECT #: T -7707 REPORT NO.: 02 TEST NO.: P -4 FIELD DATA: SOURCE OF MATERIAL: Lloyd's Pit LOCATION OF SAMPLED: Stockpile LABORATORY DATA: MAXIMUM DENSITY DRY: 102.0 P.C.F. OPTIMUM MOISTURE: 18.6 SOIL TYPE & COLOR: Brown Sand & Gravel TEST SPECIFICATION: ASTM D- 1557(D) CYLINDER: 6 HAMME R : 10 lb s . DROPS: 18 11 LAYERS: 5 BLOWS / LAYER 56 TECHNICIAN: J.Ross REMARKS: N/A CONSTRUCTIO(r MATERIALS TESTING LAf'RATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 9220798 MAXIMUM DENSITY - OPTIMUM MOISTURE DETERMINATION P.WANCO JAN 241991 c m/ UF - rutkvoiLA Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring CONSTRUCTIcC MATERIALS TESTING LA RATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT CLIENT: Absher Construction DATE OF INSPECTION: 01 -17 -91 PROJECT: Bon Marche Warehouse REPORT NO.: 03 CONTRACT or ADDRESS: 1700 South Center Parkway, Tukwila PERMIT NO.: 6379 CONTRACTOR: CLIENT PROJECT NO.: T -7707 I arrived on the jobsite to conduct soils inspection and testing on building pad backfill. I conducted fourteen each in -place density tests for the day. For locations and results, see today's in -place density tests report. In addition, I obtained a soil sample for laboratory testing. NOTE: -A copy of field inspection and in -place density test report was given to on site Supervisor. Weather: Overcast JG /fm Inspection • Soil Testing • Concrete Testing asphalt Testing • Site Investigation • Concre' k •nd Asphalt Coring CLIENT: IEMARKS: Absher Construction CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. ASTM D -2922 PROJECT: Bon Marche Warehouse �11DDRESS: 1700 South Center Parkway, Tukwila ^ RACTOR: CLIENT IN -PLACE DENSITY TEST METHOD: (CMTL, INC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN PLACE DENSITY TEST REPORT DATE: 01 -17 -91 PROJECT NO.: T -7707 CONTRACT or 6379 PERMIT NO.: TECHNICIAN: J .Grove MAXIMUM DENSITY Thr METHOD: PAGE: 1 REPORT NO.: of 2 03 AS1M D- 1557(698) CORMS ELEVATION LOCATION FIELD DENSITY PER - *D i MOIST- URE LAB CURVE iNfi flag LBS. /CU.FT. WET DRY DRY WT. # / CF. OPTIMUM WATER % T i 1 - "I" Line 24.5. P -2 133.0 124.8 6.6 125.9 7.6 99.1 95% 2 -6" " Line 23.75. P -2 131.7 122.8 7.2 125.9 7.6 97.5 " 3 -6" u Line 24.25. P -2 128.3 120.6 6.4 125.9 7.6 95.7 " 4 - 6" " Line 24. P -2 131.7 122.2 7.8 125.9 7.6 97.1 " -14" H.5 Line 23.24. (retest of #07) - P -2 131.5 124.3 5.8 125.9 7.6 98.1 ., 6 -14 H.5 Line 24.75. (retest of #08) J P -2 129.8 122.9 5.6 125.9 7.6 97.6 ,, 7 8 -6" "K" Line 24.5 P -2 131.5 124.1 6.0 125.9 7.6 98.5 si, - 6" "L" Line 23.1. P -2 131.0 123.4 6.1 125.9 7.6 98.0 " 9 -6" N.5 Line 23.25. P -2 136.7 128.2 6.6 125.9 7.6 101.8 " 0 -6" V.5 Line 23.15. P -2 131.6 122.2 7.6 125.9 7.6 97.1 ,, 4 CLIENT: IEMARKS: Absher Construction CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. ASTM D -2922 PROJECT: Bon Marche Warehouse �11DDRESS: 1700 South Center Parkway, Tukwila ^ RACTOR: CLIENT IN -PLACE DENSITY TEST METHOD: (CMTL, INC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN PLACE DENSITY TEST REPORT DATE: 01 -17 -91 PROJECT NO.: T -7707 CONTRACT or 6379 PERMIT NO.: TECHNICIAN: J .Grove MAXIMUM DENSITY Thr METHOD: PAGE: 1 REPORT NO.: of 2 03 AS1M D- 1557(698) EST ft ELEVATION LOCATION gh FIELD DENSITY PER - cam MOIST- URE LAB CURVE iMu OA LBS. /CU.FT. WET DRY DRY WT. # / CF. OPTIMUM WATER % 1 -6 " U.5 Line 24. P - 2 128.6 120.8 6.5 125.9 7.6 95.7 95% 2 - 6" "S" Line 24.5. P -2 129.5 121.2 6.8 125.9 7.6 96.2 " 3 Subgrade Subgrade V.5 Line 24.25. T.5 Line 24.5. - ∎ P -5 P -5 132.0 130.7 126.2 125.2 4.6 4.4 136.3 136.3 7.7 7.7 92.6* 91.9* " " Loh, rg ADDRESS: RACIOR: CLIENT 1N -PLACE DIMITY TEST MI flI 11): CLIENT: PROJECT: REMARKS: CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. Absher Construction Bon Marche Warehouse 1700 South Center Parkway, Tukwila ASTM D -2922 (CMTL, INC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN PLACE DENSITY TEST REPORT DATE: 01 - - PAGE: 2 of 2 PROJECT NO.: T -7707 REPORT NO.: 03 CONTRACT or PERMIT NO.: 6379 TECHNICIAN: J.Grove MAXIMUM DENSITY TEST METHOD: ASTM D- 698(D) * ODES NOT CONFORM 1 MOISTURE % OF DRY WEIGHT ! "1M '(l, ?lad 'S 140 I ,'�'_. —t 1 I i I 1 1 I 1 I I 1 1 1 1 1 1 ,, ., • 1 1 i (,! ! , , : t I . I 1 . ! I I 1 . ( I ! 138 I 1 . I I I I I I i C . 1 , I I I 1 1 1 1 1 1 1 1 i 11 i •: 1 1 1 1 11 1 1! 1 1 1 I I i 1 I I I I 11 I I I i • 136 I.) 1 1 • . I 1 1 1 I I 11 MI 1 I IIIIIMIIIIIIM® I I I I I. 1 1 i 1 1 I I I III 1 . 1' r 1 1 1 1 I 1 1 1 I 1 ' I 1 I 1 1 1 1 1 1 • ■ : • 11 , 134 11 , 1 1... • 1• 1 1 , ► I 4 1 1 1. 1 11 . I I. 1 1 1 1 .. 1 : , I 1 • I , I I I I I 1 1 I 1 1 1 1 I I I I I I I I .11 II I I • • . • I , . II II 132 .:t. ,,, I 1 1 1 1 ii I 1 I 1 I 1 . . I . I I I. I I I I I ' ' 1 I I I . . . . • I , ! I' ®1111111111111 11 1 1 1 11 t. 111=11111111111.1_ 1 1 I i ! . I . � , 1 I 1 1 fi I 1 11 I 1 • II I I II. 1 1 1 1 1 1 I I I , ii 1 1 1 I 11 I 1 11 128 1,1 I I , 1 I , ( I f I III i t 1 1 1 t 1 1 I l I I 1 1 1 1 1 1 ill 1 1, 1 I , 1 1 1 1 I I I I 1 I I I I 1 I I I I L � � F5 (7[ 9 111 FIELD DATA: LABORATORY DATA: CYLINDER: 6 HAMMER: 10 DROPS: 18 LAYERS: 5 BLOWS /LAYER :56 TECHNICIAN: 3.Ross REMARKS: CONSTRUCTIO` l MATERIALS TESTING LA )RATORIES, INC. (CMTL. INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 MAXIMUM DENSITY - OPTIMUM MOISTURE DETERMINATION CLIENT: Absher Construction PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT PROJECT It: T -7707 REPORT NO.: 03 SOURCE OF MATERIAL: Miles Sand & Gravel LOCATION OF SAMPLED: Stockpile MAXIMUM DENSITY DRY: 136.3 P.C.F. OPTIMUM MOISTURE: 7.7 SOIL TYPE & COLOR: 5/8 Crushed TEST SPECIFICATION: ASTM D- 1557(D) lbs. 11 DATE SAMPLED: 01 -17 -91 TEST NO.: p -5 Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring 1 CONSTRUCTI ..._MATERIALS TESTING LACRATORIES, INC. (CMTL. INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT GLUM: Absher Construction DATE OF INSPECTION: 01 -18 -91 PRIM: Bon Marche Warehouse REPORT NO.: 04 • CC NTRACT or ADDRESS: 1700 South Center Parkway,' Tukwila PERMIT NO.: 6379 C FRACIOR: CLIENT PRY= NO.: T -7707 I arrived on the jobsite to perform inspection of reinforcement steel and to conduct concrete tests for footing "H" line, 23 -25; 25 line H -J and U -W, "W" line 23 -25, and spread footings at 23 line H -W and 24 line T, U and V. Contractor placed approximately forty three yards of of (4000 PSI, 5h sack cement ratio) concrete, with a slump of 2 -3/4" to 3-1/4" range throughout the placement. Inspection of reinforcement steel was found to be in accordance with the jobsite plans. I cast one set of three each 6 "x12" concrete cylinder samples for compressive strength tests to represent the above placement. See today's concrete tests report for results. In addition, I also conducted soils inspection and testing. i conducted fifteen each in -place density tests. For locations and results, see today's in -place density tests report. NOTE: -Minor surface water in footing "H" line 23 -25 was removed by mechanical pumping. -A copy of field inspection and in -place density tests report was given to the on site Supervisor. Weather: Clear Inspector: J.Grove JG /fm Inspection • Soil Testing • Concrete Testing lsphalt Testing • Site Investigation • Concret 'nd Asphalt Coring ['EST tI ELEVATION LOCATION FIELD DENSITY PER - cart MOIST- URE LAB CURVE PER- CENT CCM- PACT LH LBS. /CU.FT. WET DRY DRY WT. # / CF. OPTIMUM WATER % 5 Subgrade "V" line 23.5. P -5 129.3 123.9 4.4 136.3 7.7 7.7 90.9 93.9 95% II !6 Subgrade "T" line 23.5. P -5 133.8 128.1 4.5 136.3 Subgrade "Q" line 23.25 . P -5 132.7 126.5 4.9 136.3 7.7 92.8 ** Su••rade "N" line 23.75. i P -5 136.3 130.5 4 5 6 • '% 1 0p Subgrade "L" line 23.15. P -5 132.9 127.3 4.4 136.3 7.7 93.3 ** " Subgrade "V" line 23.5. * - P -5 137.2 130.1 6.1 136.3 7.7 95.4 II 1 Subgrade "T" line 23.25.* P -5 137.7 130.5 5.5 136.3 7.7 95.7 .. 2 Subgrade "R" line 23.5. * P -5 137.3 129.9 5.7 136.3 7.7 95.3 " 33 Subgrade "M" line 23.25.* P -5 136.7 130.1 5.2 136.3 7.7 95.5 " 34 Subgrade "J" line 23.15.* P -5 135.7 130.0 5.2 136.3 7.7 95.4 " IN -PLACE DENSITY TEST METHOD: IEMARKS : * Retests C«TSTRUCTIOA1 M,NTERIALS TESTli1G LNBORNTMES, % C. ASTM D -2922 (CMTL, INC) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 IN PLACE DENSITY TEST REPORT CLIUNE': Absher Construction DATE: 01 -18 -91 PAGE: 1 of 2 PROJECT: Bon Marche Warehouse PROJECT NO.: T -7707 REPORT NO.: 04 rTh 1V)DRESS: 1700 South Center Parkway, Tukwila CONTRACT Or 6379 FELd�IIT NO.: G = -- tXNrRAC;IUR: CLIENT TECHNICIAN: J.Grove MAXIMUM DENSITY 'i'I sr METHOD: ASTM D -698 ** GOES NOT CONFORM G ST ELEVATION LOCATION FIELD DENSITY PER - CENT MOIST- URE LAB CURVE iMiP4 tcY4thoi LBS. /CU.FT. WET DRY DRY WT. # / CF. OPTIMUM WATER % i Subgrade "J" line 24.75. P -5 138.0 130.2 5.2 136.3 7.7 95.5 95% i Subgrade "L" line 24.25. P -5 137.7 129.9 6.0 136.3 7.7 95.3 " l Subgrade "0" line 24.5 P -1 138.4 130.5 6.1 .136.3 7.7 95.7 " Subgrade "R" line 24.10 P -5 137.7 130.6 5.5 136.3 7.7 95.8 " I _w Subgrade "U" line 24.75. P -5 137.6 130.3 5.6 136.3 7.7 95.6 " CLIENT: Absher Construction PROJECT: Bon Marche Warehouse 1700 South Center Parkway, Tukwila CLIENT N)DRFSS: TRACPOR: IN -PLACE DENSITY TEST METHOD: IEMARKS: CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. ASIM D -2922 (avin, INC.) 4417 Pacific Highway East Fife, Washington 96424 (206) 922-0798 IN PLACE DENSITY TEST REPORT DATE: PROJECT NO.: CONTRACT or PERMIT NO.: TECHNICIAN: 01 -18 -91 T -7707 6379 J.Grove MAXIMUM DENSITY T1"T METHOD: PAGE: 2 REPORT NO.: of 2 04 AS1.ND D- 698(D) CLIENT: PROJECT: ADDRESS: CONTRACTOR: • Weather: CONSTRUCTI(( MATERIALS TESTING LA .)RATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Absher Construction Bon March Warehouse 1700 South Center Parkway, Tukwila. CLIENT I arrived on the jobsite to conduct inspection building slab on grade 23 -25 line K.5 -N..5, Q.5 -S. Inspection of reinforcement steel was found to jobsite plans. RUED) - FEB 04 1991 ell vr }rul vviLA c�l.ntv:.ilti� mPT, Overcast JG /fm Inspection • Soil Testing • Concrete Testing ' Asphalt Testing DATE OF INSPECTION : 01-29-91 REPORT NO.: 11 CONTRACT or PERMIT NO.: PR JECP NO.: Inspector: J:Grove of reinforcement steel for 5 and U.5 -V.75. be in accordance with the • Site Investigation • Concre' , nd Asphalt Coring l - , T -7707 A CONSTRUCTIOC, MATERIALS TESTING LAF RATORIES, INC. (CMTL. INC.) . A Division of Western Testing Laboratories 4417 Pacific Highway East Fife. Washington 98424 (206) 922-0798 FIELD INSPECTION REPORT CLIENT: Absher C;:zstruct_on DATE OF INSPECTICN: 01 -30 -91 PROJECT: Bon Marche Warehouse REPORT NO.: 12 CONTRACT or ADDRESS: 1700 South Center Parkway, Tukwila PERMIT NO.: 6379 CONTRACTOR: CLIENT PROJECT NO.: T -7707 I arrived on the jobsite to perform inspection of reinforcement steel and to conduct concrete tests for today's scheduled placement. Contractor placed approximately two hundred thirty one yards of (4000 PSI, 6.5 sack cement ratio) concrete, with a slump of 3 -3/4" to 4 -3/4 range throughout the placement. Concrete was placed for building slab on grade 23 -25 line K.5 -N.5, Q.5 -S.5 and U.5 -V.75. I cast six each 6 "x12" concrete cylinder samples for compressive strength tests to represent the above placement. See today's concrete tests report for results. NOTE: - Inspection of reinforcement steel was conducted January 29th, 1991. -A copy of field inspection report was left on site. Weather: Overcast Inspector: J .Grove JG /fm Inspection • Soil Testing • Concrete Testing 'lsphalt Testing • Site Investigation • Concr end Asphalt Coring PROJECT NAME: ADDRESS: CONSTREICTI ::.'MATERIALS TESTING LA RATORIES, INC. Bon Marche Warehouse 1700 South Center Parkway, Tukwila DATE PICKED UP: January 31st, 1991 DATE OF INSPECTION: each each each each each REMARKS: JG/ fm (CMTL, INC.) A Division of Western Testing Laboratories January 30th, 1991 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 SAMPLE PICK -UP REPORT Picked up, transported to the laboratory and prepared for testing 6 "x12" concrete cylinder samples N/A PROJECT #: T -7707 REPORT #: 13 CONTRACT or PERMIT #: 6379 INSPECTOR J.Grove samples samples samples samples samples Inspection a Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation •. Concrete and Asphalt Coring CYL . NO . L,A13 . NU . DATE TESTED AGE WEIGHT L MlNSIUM Vb.'. 4a 1 -0495 02 -01 -91 7 N/A 6 "x12" 4492 4b 1 -0496 02 -22 -91 28 " " 4c 1 -0497 "' 28 " it CONFORMS COIYSTRUC7'ICI MATERIALS TESTING LARATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR C NCRETE PINT SET 2 CLIENT: Absher Construction DATE OF INSPECTICN: 01 -25 -91 PROTECT: Bon Marche Warehouse PRUJECT NO.: T -7707 ADDRESS: 1700 South Center Parkway, Tukwila REPORT NO.: 99 CONTRACTOR: CLIENT PER' T/ ND.: 6379 INSPECTOR: d;;; FORM INSPECTED: yes. REBAR INSPECTED: yes. REMARKS: Inspection of forms and reinforcement steel was found to be in accordance CONCRETE TEMP. NO.SPEC.CAST: with the jobsite plans. METHOD OF PLACEMENT: Pump METHOD OF CONSOLIDATION: Screed NO. OF YDS. PLACED' 305 yds. CONCRETE SUPPLIER: STONEWAY CONCRETE LOCATION OF PLACEMENT: Slab on grade 23 -25 line H -K, N.5 -Q.5 and S.5 -U.5, and footing 25 line J -T. LOCATION SAMPLED: 24.5 line "P ". MIX DATA: : 61 SK. Tom: I -II MAX. S1' PLI;.: 7/8" SLIP: 54" AIR: N/A % AINDCT(JRE : WRA 61 °F AMID?. 36 °F -3- TINE S.WED: 10:45 AMCU T: 5 ozs. /100 WT. WEATHER: TRUCK NO.: DESIGI STRENGTH: Clear 330 4000 PSI Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring C:YL.NO. LAIi.NU. DALE TESTED AUZ WhaU f1 D1M6NblUM rbl 3a 1 -0492 02 -01 -91 7 N/A F, "xla" 5093 3b 1 -0493 02 -22 -91 28 " " 3c 1 -0494 " 28 ,. " CONFORMS CONSTRUCfI. MATERIALS TESTING LA )RATORIES, INC. CLIENT: Absher Construction PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT FORM INSPECTED: yes. REMARKS: Inspection of forms with the jobsite plans. METHOD OF PLACEMENT: METHOD OF CONSOLIDATION: CONCRETE SUPPLIER: LOCATION OF PLACEMENT: Pump LOCATION SAMPLED. 24.5 line "T ". MIX DATA: amirm 61/2 SK. TIR: I- II MAX. Std A .: AEMIXTURE : WRA CRETE TEMP. NO.SPEC.CAST: REMARKS: (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife. Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR CONCRETE PLACEMENT and reinforcement steel was Screed /Vibrator STONEWAY CONCRETE Slab on grade 23 -25 line H -K, N.5 -Q.5 and S.5 -U.5 and 25 line J -T. 60°F AIR I.H'P. 33°F -3- TINE SPMaED: 8:50 DATE OF INSPECTION: PROJECT NO.: REPORT NO.: PER4IT/ T ND.: INSPECTOR: RESAR INSPECTED: yes. found to be in accordance NO. OF YDS. PLACED: 7/8" SUP: 51/2" AIR: N/A % AMOUNT: 5 ozs. /100 WT. WEATHER: TRUCK NO.: DESIGN STRENGTH: Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring SET 1 01 -25 -91 T -7707 09 305 yds. Clear 335 4000 PSI 1. iL. tVU . LlAtS .I`K ). Wait; Ttb1T.A.3 ACiI + WE1UHE UIMEEN51UN5 el. la 1 -0295 01 -25 -91 7 N/A 6'5c12" 4670 lb 1 -0295 02 -15 -91 28 " II lc 1 -0297 28 i, " NFORNIS CONCRETE TE P. NO.SPEC.CAST: REMARKS: CONSTRUCTICr MATERIALS TESTING LA 'ORATORIES, INC. with the lobsite plans. -3- (CMTL. INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR CONCRETE PLACEAEV'T CLIENT: Absher Construction DATE OF INSPECTION: 01_18 -91 PROJECT: Bon Marche Warehouse PROJECT NO.: T -7707 ADDRESS: 1700 South Center Parkway, Tukwila REPORT NO.: CONTRACTOR: CLIENT EST /QNI1 iT NJ.: 6379 INSPECTOR: .Grove FORM INSPECTED: yes. REBAR INSPECTED: yes. REMARKS: Inspection of forms and reinforcement steel was found to be in accordance METHOD OF PLACEMENT: Chute METHOD OF CONSOLIDATION: Vibrator /Free Flaw NO. OF YDS. PLACED: 43 yds. CONCRETE SUPPLIER: STCNEWAY CONCRETE LOCATION OF PLACEMENT: Footings at "H" line 23 -25, 25 line H -J and U -W, "W" line 23 -25, and spread footings at 23 line H -W and 2 line T, U and V. LCCATICN SAMPLED: "W" line 23.5. MIX DATA: GRIM: 51 s<. TAE: I -II M4X. A .: 7/8" SI:IIP: 31/4" AIR: N/A 5 , 1 ADMIXTURE: WRA 59 °F AZR laV. 53 °F TIvE gN1Pf1:D: 12 :45 ANT: 3 nzs. /1OO WT. WEATHER: TRUCK NO.: DESIGN STRENGTH: 1 V.rdOPK1': C1 czar 325 Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring 40 00 PS3 CLIENT: PROJECT: ADDRESS: COIYSTRUCTI0tMA7'ERIALS TESTING LAQ�IRATORIES, INC. s�� (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT Absher Construction Bon Marche Warehouse 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT I arrived on the jobsite to perform inspection for reinforcement steel for slab on grade 23 -25 line H -K, N.5 -Q.5 and 5.5 -U.5. Inspection of reinforcement steel was found to be as follows: 1. Reinforcement steel not 50% tied. 2. Spacing between mats not 1 3. Edge reinforcement steel not tied at horizontal or vertical ends. NOTE: A copy of field inspection report was left on site. weat Avercast JG /fm DATE OF INSPECTION: 01-24-91 REPORT NO.: 08 CONTRACT or PERMIT NO.: PROJECT NO.: in unsatisfactor Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring T -7707 condition, FEB Q 4, 1991' Cti r. Ur TUKWILA PI.A�4NINf DEPT; UYL.NU. LAi3.NU. DATE TESTED A(iE WEIU - IT ULl"11;N1UDIb I ral 6a 1 -0537 02 -06 -91 7 N/A 6 "x12" 5023 6b 1-0538 02 -27 -91 28 " " 6c 1 -0539 11 28 a " RS with the jobsite plans. CONSTRUCTICC MATERIALS TESTING LAVA ORATORIES, INC. LOCATION SAMPLED. 23.5 line "V ". CONCRETE TEMP. NO.SPEC.CAST: REMARKS: (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922-0798 INSPECTION & TEST REPORT FOR CONCRETE PLACEMENT 65 °F Ate'• 30 °F -3- TINE Si 9:30 CLIENT: Absher Construction DATE OF INSPECTION: PROJECT: Bon Marche Warehouse PROJECT NO.: ADDRESS: 1700 South Center Parkway, Tukwila REPORT NO.: CONTRACTOR: CLIENT EIMtT /C N]RCI NJ.: INSPECTOR: FORM INSPECTED: yes. REBAR INSPECTED: REMARKS: Inspection of forms and reinforcement steel was found to be in accordance METHOD OF PLACEMENT: Pump METHOD OF CONSOLIDATION: Screed NO. OF YDS. PLACED: 231 yds. CONCRETE SUPPLIER: STONEWAY CONCRETE rOCATION OF PLACEMENT: Building slab on grade 23 -25 line K.5 -N.5, Q.5 -S.5 and U.5 -V.75. MIX DATA: (Ben 61 SC. ME: I -II MAX. S17E PLO.: 7/8" SfU 1P: 4" AIR: N/A ADMIXTURE: WRA AMOUNT: 5 ozs. /100 WT. WEATHER: TRUCK NO.: DESIGN STRENGTH: Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring 01 -30 -91 T -7707 12 J .Grove yes. Overcast 323 4000 L1L.NJ. ! 1+A16.NU. l UAlr '1't:5'1'tll A4ar. Wblt*tfl ULLVLb 51UN5 Y51 2a 1 -0329 01 -28 -91 7 N/A 6 "x17" 4280 2b 1 -0330 02 -18 -91 28 " " 2c 1 1 -0331 " 28 " " ONFORMS CLIE�i T : PROJECT: ADDRESS: CONSTRUCTIOC MATERIALS TESTING LA Absher Construction Bon Marche Warehouse 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT FORM INSPECTED: yes. REMARKS: Inspection of forms and with the jobsite plans. METHOD OF PLACEMENT: Chute METHOD OF CONSOLIDATION: CONCRETE SUPPLIER: STONEWAY CONCRETE Vibrator NO. OF YDS. PLACED. 32 yds. LOCATION OF PLACEMENT: Spread footings at 24 line J, K, L, N, P, Q, R and S, 23.5 and 24.5 line K, P and S. LOCATION SAMPLED. 24 line "S ". MIX DATA: (Men 51 SK. TAE: I -II MAX. criP. PLC.: ADMIXTURE: WRA CONCet, l'h TEMP. NO.SPEC.CAST: 61 °F (CMTL. INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 INSPECTION & TEST REPORT FOR CONCRETE PLACEMENT reinforcement 7/8" AIR'IE . 43 °F -3- TINE S»1EtED: 14:30 steel RATORIES, INC. DATE OF INSPECTICN: PROJECT NO.: REPORT NO.: Pr r/LT ND.: INSPECTOR: REBAR INSPECTED: F E 3 1. A. 1 :3'.1 1 PUBLIC +} TUiKWILP P WORKS was found to be in accordance SLIM: 2 -3/4" AIR: AMOUNT: 3 ozs. /100 WT. WEATHER: TRUCK NO.: DESIGN STRENGTH: REMARKS : Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring 01 -21 -91 T -7707 05 6373) J.Grove yes. N /A% Clear 303 4000 PSI NOTE: CO[YSTRUCTICr6a 4a MATERIALS TESTING LABORATORIES, INC. . /�� 444/S07 da'Z J 1 c C2 / Weather: Clear JG /fm (CMTL. INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT CLIENT: Absher Construction PRfJJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONTRACPOR: CLIENT DATE OF INSPECTION: 01- 2 5 - 91 REPORT NO. CONTRACT or PERMIT NO.: PROJECT NO.: T-7707 I arrived on the jobsite to perform inspection of reinforcement steel and to conduct concrete tests for today's scheduled placement. Inspection of reinforcement steel was found to be in accordance with the jobsite plans. Contractor placed concrete at approximately three hundred five yards of (4000 PSI, 61 sack cement ratio) concrete for building slab on grade 23 -25 line H -K, N.5 -Q.5 and S.5 -U.5, and footings at 25 line J -T. I cast six each 6 "x12" concrete cylinder samples for compressive strength tests, to represent the above placement. Concrete was placed and maintained at a slump of 4" to 51" range throughout the placement. See today's concrete tests report for results. -Truck #337 and 316 rejected for high slumps (61" slump). - Concrete was placed on frozen /frosted ground. - Placement of concrete was approved by Contractor and City Inspector. - 24.5 -25 line S.5 -U.5 concrete placed at approximately 6" slumps. - Placement of concrete continued with City Inspector and General Contractor's approval. -A copy of field inspection report was left on site. /1,1d7 .�H e4< >) Inspector: J • Grove Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring CLIENT: CONSTRUCTIC ' MATERIALS TESTING LAINATORIES, INC. Absher Construction (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT DATE OF INSPECTION: 01-21-91 PROJECT: Bon Marche Warehouse REPORT NO.: 05 CONTRACT or _ *,�, ADDRESS: 1700 South Center Parkway, Tukwila PERMIT NO.: :1 6,3°,%9 COmACrOR: CLIENT PROJECT NO.: T-7707 I arrived on the jobsite to perform inspection reinforcement steel and to conduct concrete tests for today's scheduled placement. Inspection of reinforcement steel was found to be in accordance with the jobsite plans. Contractor placed approximately thirty two yards of (4000 PSI, 51 sack cement ratio) concrete for spread footings 24 line J, K, L, N, P, Q, R and S, and 23.5 and 24.5 line K, P and S. I cast one set of three each 6 "x12" concrete cylinder samples for compressive strength tests, to represent the above placement. Concrete was placed at a slump of 21" to 31" range throughout the placement. See today's concrete tests report for results. NOTE: A copy of field .inspection report was left on site. Weather: Clear JG /fm JAN 28 1991 CITY Of TO“IVILA PLANNINr nWPT. Inspectors . J .Grove Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring CONSTRUCTI C MATERIALS TESTING LA)RATORIES, INC. (CMTL, INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife, Washington 98424 (206) 922.0798 FIELD INSPECTION REPORT CLIENT: Absher Construction P JECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila CONTRACTOR: CLIENT I arrived on the jobsite to conduct in -place density 23 line H -W. I conducted two each in -place density tests. see today's in -place density tests report. In addition, I also picked up one set of three each samples, which were cast on January 21st, 1991. NOTE: ' -Test results were given to jobsite Supervisor. -A copy of test report was left on site. DATE OF INSPECTION: 01 - 22 - 91 REPORT NO.: 06 CONTRACT or PERMIT NO.: 6379 PROJECT NO.: T-7707 tests on enclosure strip For locations and results, 6 "x12" concrete cylinder Weather: Overcast Inspect or: J.Grove JG %fm Inspection • Sod Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring ;ST # ELEVATION LOCATION O FIELD DENSITY PER - CENT MOIST- URE LAB CURVE fidP64 LBS. /CU.FT. WET DRY DRY WT. # I CF. OPTIMUM WATER % 10 -1' S.5 line 23. P -2 130.7 120.1 9.1 125.9 7.6 95.3 95% 11 -1' "V" line 23. P -2 126.7 119.7 6.1 125.9 7.6 95.1 in CLIENT: Absher Construction PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila w _ JTRACDOR: CLIENT IN -PLACE DENSITY TEST METHOD: IEMARKS : CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. IN PLACE DENSITY TEST REPORT ASZM D -2922 (CMTL, INC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922 -0798 DATE: 01 -22 -91 PAGE: 1 of 1 PROJECT NO.: T -7707 REPORT NO.: '06 CONTRACT or 6379 PERMIT NO.: TECHNICIAN: J .Grove MAXIMUM DENSITY TEST METHOD: ASTM D- 1557(D) CONFORMS CLIENT: PROJECT: ADDRESS: CONTRACTOR: Absher Construction Bon Marche Warehouse 1700 South Center Parkway, CLIENT CONSTRUCTI ;MATERIALS TESTING LA )RATORIES. INC. Yrt (CMTL. INC.) A Division of Western Testing Laboratories 4417 Pacific Highway East Fife. Washington 98424 (206)922.0798 FIELD INSPECTION REPORT Tukwila NOTE: - Results given to on site Supervisor. -A copy of field inspection report was left on site.. DATE OF INSPECTION 01-23-91 REPORT NO.: 07 CONTRACT or PERMIT NO.: 6379 PROJECT NO.: T-7707 I arrived on the jobsite to conduct soils inspection and testing on building pad backfill. I conducted three each in -place density tests. For locations and results, . see today's in-place density tests report. nspector: J .Grove Weather: JG /fm Inspection • Soil Testing • Concrete Testing • Asphalt Testing • Site Investigation • Concrete and Asphalt Coring 7.gr ! ELEVATION LOCATION . . FIELD DENSITY PER- COW MOIST- URE LABCURVE PER- CENT OEM- PACT c t LBS./CU.FT. WET DRY DRY WT. # / CF. OPTIMUM WATER % 2 Subgrade 23 line K.5. P-5 144.0 135.8 6.0 136.3 7.7 99.6 95% 3 Subgrade 23 line Q.5. P-5 142.7 134.9 5.8 136.3 7.7 98.9 " 4 Subgrade 23 line U.5. P-5 142.1 133.5 6.4 136.3 7.7 97.9 u Absher Construction PROJECT: Bon Marche Warehouse ADDRESS: 1700 South Center Parkway, Tukwila 1 7)ENTRACIDR: CLIENT 1N-PLACE DENSITY TEST METHOD: REMARKS: CONSTRUCTION MATERIALS TESTING LABORATORIES, INC. ASTM D-2922 (CMTL, INC.) 4417 Pacific Highway East Fife, Washington 98424 (206) 922-0798 IN PLACE DENSITY TEST REPORT DATE: 01-23-91 PAGE: 1 of 1 PROJECT NO.: T-7707 REPORT NO.: 07 CONTRACT or PERMIT NO.: 6379 TECHNICIAN: J.Grove MAXIMUM DENSITY TEST METHOD: ASTh D-698 CONFORMS v,91 08:38 JOHN GR 1 M ASSOCIATES TELECOPIER TRANSMISSION FROM: JOHN GRAHAM ASSOCIATES 520 PIKE STREET, SUITE 1100 SEATTLE, WA 98101 PHONE NUMBER: 206 -461 -6000 TELECOPIER NUMBER: 206 - 461 -6049 DATE: / .. TOTAL PAGES INCLUDING THIS ONE: DELIVER TO: &Di ' esverven, =pr' FIRM: ern/ of 7L4 W •I .. INDIVIDUAL SENDING: '• 6 • MDSSM PROJECT NAME: OW mmeciye PROJECT NUMBER: /v.4 *g 000144E. 41ao'N - SaMitIninelt. MESSAGE: L7 ROY, - 000/0414L az • pupa's ! ST t LASS IJV Tta ID JOHN GRAHAM ASSOCIATES DICK Chivy +^ITY OF RECEIVED JAN 1 8 1991 PERMIT CENTER roa 43/ • 3665 P. 01 ; 18,91 08:29 JOHN GR' Ij 11 ASSOCIATES OLR Group 820 Pike Street Suite 1100 Seattle, Washington 04101 206 461.6000 Senior Associates: Michael F 8artunek AIA David L Berg PE R Scott Kruse Reed Lyons PE Richard M Mclnelly PE James D Mossman Eding J Olsen PE Herbert Rosendoal PE Robert L Sundin Yanuary 18, 1991 City of Tukwila Department of Community Development/ Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Attu: Bob Benedicto John Graham RE: Bon Marche Warehouse Ammo's Plan Check #90 -294 Gentlemen: Reference is made to anchor bolts on Detail 10 /S -6 of our subject plan check drawing. Ptlnclpals: James C Pearce AIA The Contractor has requested use of a substitute steel grade due to availability William F Buursma AIA Roderick R Kirkwood PE problems. Jonathon E Pettit AIA Accordingly, we propose to allow substitution of anchor bolts of Grade A -36 steel for the specified A -325 grade with an increase in diameter from 7 / to 1 -' / to provide the same design capacity. •%•••o •. •• e • Signed s /�� I A Z , • • M S �A / .4 s to .s % • , , . •• •, C IS �tP;: �j►��Il • Enginee ?tlf'R cc: Allied Stores CORA NISCOT.TCc T. Corcoran DLR (group Offices: Seattle Colorado Springs Farmington MinneQpells Omaha Phoenix Pierre Salt Lake City Tampa • P.02 It, L , 1�0 t r , r . TACOMA pivisloN 2402 Pacific Highway fee: Teams, WA N424 (2033 922.2222 PAX Cow swim /Cin yv.� s4 `fir, cams 1wuID: . 111) ate= /-/F- 1 . rb a c / 0 S 7600.5 //vt N yy��� C • $OILB ANALYST/ Al: NON.O 5TAVCTIVQ EXAMIN • ENVIgO NIV1SNAL MILLLING NpINp119 UTI4ATION COIWULTIQN hIBMICAL ANALYBIB ATI CAUBAATION B fiUFiAVMBCHANICAL LAB ' r" TI1I8 7h AVsnue Weet l s 1 9 ( •oeee 0110 82.0710 '91 01/19 09104 PACIFIC TESTIN 18, 1991 ices No. 9101 -4040 Fiala ROBES S 7NDORPCfi T �►� �lo4c 12510 Rh 98111 a 206 922 1512 *acts Host Marche / Distribution center Addition PACIFIC TESTING tt- 1 1' LABORATORIES TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (208) 922 -9299 FAX (2081922 -1812 tiler Mr. Fiala: AM per your zit, Pacific Testing laboratories has reviewed the Dames And Oars wort of Soils Investigation, Proposed Distribution center, Tukwila, ", dated September 14, 1966. A Pacific Laboratories ti ivs visited the Ban Marche/ Dietri ,rtion C*nte r Addition t oonortzuction site and mitred the perimeter footing • excavation. This j '! latter summarizes our findings. Zh 0 0 0n site is located on the east side of the existing Han ' Distribution itian Center. This area was identified by! the l Dames and :Mare report as the flunky, Pacific Railroad Property." The,: topcgrephy of the construction site is nearly level. This psrimrtar txenChi eao avation was °Owlets, except for construction access to the . interior• slab ! arela. The perimeter tr.nc-.h excavation revealed the same brown and gray Sandy -silt :end silty sand fill as indicated in the Dams and I Msors report. eticxns of 1/2 inch to 1 1/2 inch wars obtained us an ;5/8 indh in the a thin removed de- oo+ - bearing di net r rand probs. The materiel was firm aed compact as s and report. / bo of aately 11 inch maximum) which water ((ap a m ch concrete placement. My soft spots which might or construction activities ivities m be remove! from the aloe, before the placement of conarete. I TION INSPICTION L I ENOINQEAS • 02 It • BOILS ANALYSIS • NON•OESTRIJCTIVE EXAMINATION • ENVIRONMEtSTAL Obi L INO LITIGATION CONSULTATION • CHEMICAL ANALYSIS • CALIBRATION • STRUCTIJRAUMECHANICAL LAB A Washington CO•VorOtion furnishing engineering services by and under the supervision of registered pdofsssiori I engineers, (- '91 01/18 09105 btawn and gray sandy-eilt, silty-sand fill found in' ti footing excavations indicatas that the Dazes and I Um Investigation, Proposed Distribution Center, Ttawil o filepteaber 14, 1966 is still valid. auvagslY OURS MINDORPORME) its ND. 9101-4040 18,.1991 2 206 922 1512 .PACIFIC TESTING latter has been prepared to aid in the evaluation of and conclusions have been prepared in accordance professional engineorirq principles and praatioes. either expressed or inplied. Our observations tm of the field eliminations and an our interprata SOB conditions. The conditions and oteervations to surrounding properties. If =editions are to be different than those disearibed in this letter is so we may MUM and either verify or :Edify our report is provided for the infarratiort of the Q t this report by any method and ita transmittal teT a third party without the written permission of 141001ratciee ia prohibited. 1111101awed by: tair rider, Geoteohnical Engineer slits. Ow with generally Aid make no art the existing not. be that d be The means ...... j I , . .-•••• ....•-•-••••-"--- PACIFIC f El:MIMI LABORATORIES 1 1 Plan Check #90 -294: Bon Distribution Center 17000 Southcenter Parkway THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER L0/1 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. 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). 3. All mechanical work shall be under separate permit through the City of Tukwila. 4. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 5. Installation of Rack Storage will require a separate permit. 6. All structural concrete to be special inspected (Sec. 306, UBC). 7. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 8. 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. 9. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 10. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). Page 2 Bon Distribution Center 11. 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). 12. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13. 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. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 X 2 Foundation 431 -3670 X 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 X 8 Insulation 431 -3670 1 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 BUILDV1G PERMIT INSPECTION RECORD CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 17000 Southcenter Parkway OTHER AGENCIES: (Post with Building Permit in conspicuous place SUITE NO.: BUILDING PERMIT NO. 1.( ( q DATE ISSUED: PROJECT: Bon Distribution Center CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE 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. 1 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. 3. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 3. 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. Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 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 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 05/17/60 "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 'nap: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL dr PLAN CHECK NUMBER 'ROJECT: r -74 THE POLLOWINo COMMENTS APPLY TO AND BECOME PART OF THE APPROvED PLANS uNDEA TUKWILA BUILDtNO PERMIT NUMBER. O �9 All high - strength bolting to be special inspected (Sec. 306, UDC). !0 Any new ceiling grid and light fixture installation is required to Beet lateral bracing requirements for Seismic Zone 3. ll Partition walls attached to ceiling grid lust be laterally braced if over eight (8) feet in length. 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. No changes will be madi"`Co the flans 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 (296 - 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical wort will oe inspected by that agency (872-63631. All mechanical work shall be under separate permit through the City of Tukwila. 0 .IJJ") All permits, inspection records, and approved plans shall be V� posted at the Job site prior to the start of any construction. When special inspection is 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 persit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and VVVV�/���/// special inspected (Sec. 306, UBC). Any exposed insulations backing material to have Flees Spread Rating of 23 or less, and material shall bear identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). A statement from the roofing contractor verifying fire retardancy of roo4 Wiil be required prior to final inspection (see attached procedure). All construction to be dons in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1908 Edition), Washinnton State Energy Cods (1989 Edition), -e*4 -- ..N-n9lon--- ONr- - Asaui-et+ons— for- 0errier —Free Faeil t11i19- Edition). All food preparation establishments suet 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 -4707, 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. 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.B.C. Standard No. 43 -1, shall 0e special inspected. 12 All wood to remain in placed concrete shall be treated wood, 23 All structural masonry shall be special inspected per U.B.C. Section 306 to) 7. tO Validity of Permit. The issuance of a permit or approval of Planes specifications and cosputatlons shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this cods 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. NNILA 1908 1 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review Control Number 90 -294 (512) Gary L. VanDusen, Mayor August 14, 1990 Re: Bon Distribution Center - 17000 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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 "All 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 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, 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 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). . 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 ". (UBC 3314) (UFC 12.108) 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 12.107(a)(b)) 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & 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 #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 5. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) 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 = �III Masan &®esv® � CONSULTING ENGINEERS September 7, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Sincerely, 1 "Dayle B. Houk CAG /DBH:2 cc: John Graham Associates 520 Pike Street Seattle, Washington Regarding: 90 -T -13 (The Bon Dist. Center) Enclosed are the drawings, calculations, soils report, and specifications for your use. 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 RECEIVED CITY OF TUKWILA SEP 71990 PERMIT CENTER Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Mahan &DeS 've --:..11111 I CONSULTING ENGINEERS August 13, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98 Regarding: 90 -T -13 (Th Dear Mr. Griffin, CAG /DBH:1 88 [ gaqq1 B nq h s15 .4r) CITY OF UKWILA PLANNING DEPT. 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. The basic wind speed for the project area is 80 mph. (See Chapter 23, Figure 1). Submit revised calculations for the design of members where wind is critical, including concrete precast panels. 2. The wind force is critical in the E -W direction for the design of all elements except the bracing, for example diaphragms and overturning. Submit revised calculations for the design of elements where wind is critical. 3. Revise the overturning calculations to meet Sections 2312(h) and 2311(e) . 4. Provide calculations for the design of the columns at the braced frames. Show that the columns comply with Section 2722(d). 5. Revise the cross bracing size called out on the Floor and Foundation Plan to correspond with the calculations and sections. 6. Call out the weld of the #4 reinforcing bar to the base angle in Section 8/S4. 7. Revise the General Structural Notes to include the following: a) All welding shall be performed by WABO certified welders. b) Call for special inspection of concrete and high strength bolting per Section 306. c) Call out the span rating of plywood. 8. Provide calculations considering snow drifting at skylights and mechanical units in the roof framing design. 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. cc: John Graham Associates PRESTON THORGRIMSON SHIDLER GATES & ELLIS ATTORNEYS AT LAW ATTORNEYS AT LAW SEATI3.E. WA (206)023.7510 CohunbI.Qf.Fw (206)!23.7022 h$ Int. Fu: (206) 622.5110 HAND DELIVERED Dear Darren: SPOKANE, WA Pus (509)4760146 -.77'7 \W:D) - SF P 26 1990 CITY Ur' f PLANNING DEPT. September 26, 1990 Mr. Darren Wilson Assistant Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Re: The Bon Marche Distribution Warehouse Enclosed please find a revised Threshold Determination under SEPA for The Bon Marche Distribution Center. I have redrafted this in order to bring it into compliance with the terms of the Developer's Agreement that had been previously been executed by our client. The recent threshold determination which I have received from the City included some of the "boilerplate" provisions from the Developer's Agreement which did not apply to the SEPA determination. Therefore, those provisions have been deleted in this revised determination. The provisions of the enclosed determination are acceptable to The Bon Marche. I believe you will find them to be consistent with the Developer's Agreement and the discussions that Doug Chantry of The Bon Marche has had with the City Administration on these issues. Assuming that the revised determination will be acceptable to the City, please reissue the determination as soon as possible. Once it has been reissued by the City, the City may consider the appeal we filed by our letter dated June 28, 1990 to be withdrawn and this matter terminated. TACOMA, WA Pm: (206)272.500 )27 ANCHORAGE, MC Fug (9 A P.arNranrrn wrr onrun • Unnrrer.nu•. i+n............. PORTLAND, OR (703) 225.3200 Fu; (501)2459093 1700 SECURITY PACIFIC PLAZA 777.108TH AVENUE N.E. BELLEVUE, WA 98004.5196 TELEPHONE: (206) 453.0300 FACSIMILE: (206) 646.3081 WASIENOTON, DC (202) 65.1700 Fu: (202)331.1024 DATE: PROPOSAL: LOCATION: APPLICANT: FILE REFERENCE: THRESHOLD DETERMINATION: • CITY OF TUKWILA REVISED MITIGATED DETERMINATION OF NONSIGNIFICANCE THE BON MARCHE DISTRIBUTION CENTER 16 JUNE 1990 The environmental analysis consisted of review of Environmental Checklist dated 16 May 1990. DESCRIPTION OP PROPOSAL Construct a 31,780 square foot addition to the existing Bon Marche Distribution Warehouse. 17000 Southcenter Parkway, Section 26, Township 23, Range 4E. Allied Stores Corporation EPIC- 14 -90, 90 -7 -DR This is a Mitigated Determination Significance of Non - the The proposal involves an addition of 31,7800 square feet, to an existing warehouse of 343,500 square feet. The extort= facial will match the existing concept of the building. The parcel is zoned for C -M Industrial Park. This addition is consistent will the surrounding usage. The Board of Architecture will review this project, which may add specific design improvements. DESIGN FEATURES The proposed addition shall comply to the standards set forth by H.A.R. (Board of Architectural Review) criteria. Mr. Darren Wilson September 26, 1990 Page 2 In the event that you have any questions regarding this matter, please feel free to contact me. Thank you for your . cooperation. cc: Doug Chantry (with enclosure) 1J1h00S3 1b -2 -90 12005 -00014 BON MARCHE MDNS EPIC- 14 -90, 90 -7 -DR PERMITS REQUIRED * Utility /Street Permits * Mechanical Permit * Building Permit CONCLUSIONS AND RECOMMENDATIONS • Page 2 Issuance of a Mitigated Determination of Non - Significance is appropriate since the environment review has been mitigated for this proposal. Staff's response to the Mitigated Determination of Non - Significance are the following: PUBLIC FACILITIES A. The Applicant shall provide Southcenter Parkway frontal sidewalk improvements per Sidewalk Ordinance - Side- walks /drainage /lightpoles /hydrants. Upon completion of the new sidewalk improvements and associated street improvements, utility relocations, etc. and approval of the same by the City (design and construction), the Applicant shall dedicate, assign and convey to the City, free from any lien or encumbrance, the improve- ments to be made. Also, at such time, the Applicant shall furnish to the City a bond or other suitable security in an amount approved by the Public Works Department of the City in a form approved by the City Attorney, guaranteeing the new sidewalks, etc. against any 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. B. The Applicant shall ensure that there will be a dedication from the north side of the Property for a 16 -foot wide strip of land for roadway and utility purposes from Southcenter Parkway to the radius of 58 Avenue South and the triangle at the southeast corner of Southcenter Parkway /South 168th Street pursuant to the Barghausen November 8, 1989 design which is attached hereto as Exhibit "B"' . • Page 3 C. The Applicant shall provide a defined pedestrian walkway between the west face of building and South 168th /Southcenter Parkway intersection when South 168th Street is constructed. D. The Applicant will make a good faith and diligent effort to obtain an agreement with the J.C. Penney Company to provide for a consolidated single driveway serving the Property and the adjacent J.C. Penney property, which agreement if obtainable should include the following: (1) The design and construction of a consolidated driveway serving both the Applicant's property and the J.C. Penney property at a location such that it is aligned with the driveway to the west. (2) The costs attributable to the consolidated driveway between the Applicant and J.C. Penney shall be shared equally between the two companies. (3) In the event that the Applicant and J.C. Penney shall reach such an agreement, the City shall construct the driveway radius returns at Southcenter Parkway and the City shall design and construct a signal for the intersection of the consolidated driveway and Southcenter Parkway in order to reduce left turn conflicts, provide pedestrian crossing and reduce Southcenter Parkway driveway collisions. (4) The Applicant agrees to a consolidation of the driveways if and when J.C. Penney shall have this same requirement imposed upon it. E. No traffic analysis for increase of 30,000 foot building expansion and conclusion as needs and safety has been calculated: (1) (CH2M, Entranco, Chris Brown) traffic studies have identified needs. (2) 30,000 square feet of additional warehouse space generates less than 10 vehicles per day. F. The Applicant's 16 -foot dedication as set forth in paragraph 1.B exceeds its "fair share" of contribution to South 168th Street from 58th Avenue to Southcenter Parkway. Plan Review PROJECT 0R 1 4E (4)4SE. -N Prci i•I l 64, ADDRESS 17 000 `G�tJTC c� DATE l HL9O OCCUPANCY GROUP T) TYPE OF CONSTRUCTION y1 LOCATION ON PROPERTY BUILDING HT. / NO. STORIES FLOOR AREA CAVVTibtA= 31 7 7 &) 1 1/ loTAL • @NAPCEXSp)= OCCUPANT LOAD ' .4 4 t ttON EXITING REQUIREMENTS ,I MBEQ. c 'EXITS ouLD6D = C ) . C)t€cIL raw ca q~�P()EL : • • • OE AL c►)j �C • r DETAILED REQUIREMENTS ' OCCUPANCY OF CONSTRUCTION 10 PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51 -10, W.A.C. NOTES: • . 1= 3 - ctO CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: PI AMMIAII1 n►v►rinM • r 1 PLAN CHECK NUMBER -Zq4 • Plan Review wrong". • orr PM WPM 1 4 / 4 .d I. • 1 .t 4 1. /.. '.4.. di* ....,,-,, I . ' / _ !. ./ _ / . . L �� _Al ` . ,I - a'- -il 1► .1 . 't' -AL gr. . 1 ��dGaRl`!v4S! •. ! .. .....1. -lam .:L ;LAW( I . .. .�L C ua I I.4 I 0 . I � r. 71SMILW. . . 4 PLC'.( . . . ! y � ../.. Al / •' 1 :.W / /.. /. .. . IliNebt Mir .. 1 "/ 02, d _GEC An's&L._ 22 eciA± 1 erff- Q A._ - r -.Y ...it MN . .. ►J .. . . -. zifilate mir I/ !, //i * Thaa Ia a(f �c _ ofnn‘(N 84 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: PLANNING DIVISION PLAN CHECK NUMBER �0 - 24 (it QJ( -. tabagl.a X 11 i1 lair tu2V sc.bmjt s !re. �1,4,� 4 _? i ^9 S its °' 61-et . . none, ' r Peovae, cis .¢ss 45r.2) 7 c: �l• Rte /Yee& . M,v /''may !de " 4J. 4014k4. L e. ,co Brie-e•-e !% , c'%e ,feerAss. __.5Tddow4> �n <<� o,": -s o ` OW' of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433.1.00 Gary 1. Vanousen, mayor TO: PROM: OATS: SURJICT: Pt do r U C. \) Y'rx.l yip V i .w per (10 /T2.MEMO) MEMORANDUM 1(ncktio,n 1;150.1vo 3 ate ct i 1() n Uki or) • ATTENTION too VVTI ,I JAM POLK ASSOCIATES ARCIIITECTURE PLANNING INTERIORS VIA: ❑ U.S. Mall ❑ Overnight Delivery ❑ !land Delivered ❑ Fax DATE JOB NO. PROJECT TRANSMITTAL �4 'Op /1��1'/.'i.1 ° ' . I F v)ar WE ARE SENDING YOU: lA Prints ❑ Shop Drawings ❑ Copy of letter ❑ Specifications ❑ Change order ❑ Samples ❑ Other 1120 POST ALLEY, SEATTLE, WASHINGTON 98101 (206) 622.8443 FAX (206) 622.8031 COPY TO SIGNED CITY O1 71l;..fl_A JUL 0 9 9 PERMIT CENTER Fax Number L ( Fax Pages Includes Transmittal • 11 E ARE TRANSMITTED as checked For your use ❑ As requested ❑ For review and comment ❑ Return for corrections ❑ Please Return REMARKS • • BON MARCHE DISTRIBUTION WAREHOUSE ADDITION ATTACHMENT "A" ,(REVISED 6/11/90) - LEGAL DISCRIPTION l •A/ w+ � . • .::A portion of the northwest quarter of the southwest quarter, and the northeast quarter, Of the south west quarter of Section 26, Township 23 north, Range 4 East, W.M. more particularly described as follows: Beginning at the northeast corner of the southeast quarter of said Section 26; thence N88 °05'42" W. along the northerly line of said southeast quarter a distance of 1998.68 feet to the westerly line of the easterly 659.34 feet of said northwest quarter of the southeast quarter and the True Point of Beginning. Thence SO1 °47'29 "W. along said westerly line a distance of 658.25 feet; thence N88 ° 00'36" W. a distance of 1309.23 feet to the easterly margin of Ness Brother's Road; also known as Fifty- seventh Avenue South; thence N01 °08'35" E. along the easterly Right of Way of said road a distance of 647.97 feet; thence continuing along said Right of Way line NO1 °05'14" E a distance of 18.39 feet to the northerly line of the northeast quarter of the southwest quarter of said section; thence S88 °05'42" E along said northerly line a distance of 632.65 feet to the center of Section 26; thence S88 °05'42" E. along the northerly line of the northwest quarter of the southeast quarter a distance of 680 feet to the True Point of Beginning. • L EGAL DISCRIPTION • iA portion of the northwest quarter of the southwest quarter and the northeast quarter, of the south west quarter of Section 26, Township 23 north, Range 4 East, W.M. more particularly described as follows: . Beginning at the northeast corner of the southeast quarter of said Section 26; thence N88 °05'42" W. along the northerly line of said southeast quarter a distance of 1998.68 ; feet to the westerly line of the easterly 659.34 feet of said northwest quarter of the southeast quarter and the True Point of Beginning. Thence SO1 °47'2911. along said westerly line a distance of 658.25 feet; thence N88° 00'36" W. a distance of 1309.23 feet to the easterly margin of Ness Brother's Road; also known as Fifty- seventh Avenue South; thence N01 °08'35" E. along the easterly Right of Way of said road a distance of 647.97 feet;. thence continuing along said Right of Way line NO1 °05'14" E a distance of 18.39 feet to the northerly line of the northeast quarter of the southwest quarter of said section; thence S88 °05'42" E along said northerly line a distance of 632.65 feet to the center of Section 26; thence S88 °05'42" E. along the northerly line of the northwest quarter of the southeast quarter •a•distance of 680 feet to the True Point of Beginning. RECEIVED rlTv fir TI IKUVII,A •0 :6.1990 PERMIT.cENTER: . . t \ _ .. .1 ,:...t........._;_:. t. ti ' , t 1 • j • . 1 I..., .1.4 , i .. t( f-' :;• _. .. � } : . ` .. . �.. L L _ :F : L: t' .. _1. .S..t. • • 1 . :1..•1t . 1; lard' a: . }'.1.:: _;1 n ;4.7,-7, t o .li_ 1 - i »a" � � -r i 1 j • . • . . • ..'. f ECE1VEt) CITY 01=T1JK WI1_A Jut, 0 6 1990 *MP rIMAA: • RECEIVED CITY Or TtIKwLA 6 1990 PERMIT PERMIT CENTER a 122211 ABBREVIATIONS NL TOM FINISH FLOOR QUSTIC 'iTION ADJACENT ADJUSTABLE AEMIIISTRATION AIR CONDITIONING AIR HANDLING UNI1 ALTERNATE ALTERNATING CURRENT ALUMiNLN AMERICAN WIRE GAGE AM PERE AtCHCP ANCHOR ELM ANGLE APPROXIMATE. ARCHITECTURAL AREA MIN ASBESTOS ASFEALT AT / JTOi(AT i C AVERAGE 8 EACK`TO SACK BASEMENT BEAM ' BEARING BENCH MMK BENT BET'TEEN • BLOCK 'BLOCKING WARD BOTTOM CRACKET EAMIOGING BRITISH THERMAL UNIT BTU PER HOLAi BUILDING BUILDING LINE C CABINET CA8INE• WIT HEATER CAW/MEYER CAPACITY CASING !CAST IRON CAST IRON PIPE CEILING CEMENT CENTER CENTER LiNE CERAMIC CERAMIC TILE O+l LI E0 WATER RETURN CIILLEO WATER SLAPPIY CIRCUIT CIRW IT BREAKER CLEANOUT CLEAR . •CLOSET COLO MAATER CERAM COMBINATION !GEMINATION SEWER COEUST ION • COMMON COMPRESSIBLE CONCRETE CCICRETE BLOCK CONDENSING UNIT CONCEIT CO MECTION CONSTRUCTION CONTINUOUS CONTRACTOR CONTROL JOINT CAENECTOR CORRIDOR COUNTERs&I K COYER ELEVATION CUBIC FEET PEA NIMJTE CUBIC YARD OUCLES PER SECOND CYLINDER 0 DEAD LOAD DEGREE DEPARTMENT DEPRESSION OITA1l 01AGONAL OIAMETER OINENS I ON DIRECT CURRENT 01 SCOKTECT 91StNAS ER DISTRIBUTION 01110 DOOR DOUBLE U41EL ItIOwN DOIRISPOLJT L>➢IAIr i NG DRINKING FOUNTAIN DRY KJL8 Mry CONTROL JOINT F"oi EA. EACH ENO E.E. EACH FACE C.f. DON WAY E.N. EAST E. ELECTRIC OR ELECTRICAL ELEC. ELECTRIC HEATER EH ELECTRIC WATER COOLER EWC ELEVATION ELEVATOR ENCLOSURE EMYRANCE EQUIPMENT ESTIMATE (01 ESTIMATED MAX. EEiNEID EXCAVATE EXHAUST EXISTING EXPANSION ExPANSICW JOINT EJPLOS 101 • EXPOSED EXTERIOR F FABRICATED FAIRET/4I T FEET FEET PER MIAUTE 'FIGURE FINISH FIRE ALARM FIRE DAMPER FIRE EXTIFU7JLSFER FIRE HOSE CABINET FIRE HYDRANT FIXTURE FLASHING FLOOR FLOOR DRAIN FLOORING FLUORESCENT FOOT CANDLE 'FO(TT I NG FCUNLIAT ION MINE FRESH AIR G GALLON GALLON: PER NIMJTE GALVANIZED GALVANIZED IRON GALY. RIGID CONDUIT GAS GAUGE GENERAL OR GENERATOR GLASS GGV ERNMENT GRADE =1 GYPSUM c LL LAM..PaM N NAND GFF AUTOMATIC MIACEIBOARD HARDWARE MIARCh(100 HEAD HEADER HEATER HEATING HEIGHT HIGH PRESSURE NIGH- STRRENGTE HOOK ONE END HORIZONTAL HORSEPOWER HOSE 8188 HOT WATER NOT WATER CIRCULATING liVT MATER NEATER HOT WATER RETURN HOT WATER SUPPLY HOLV INCH I NS iOE' D I AMETER INSIDE FACE INSULATION INTERCOM INTERIOR INVERT ELEVATION IRON PIPE J JANITOR JOINT JOIST JUNCTION JUNCTION BOO( A,F,F. k ACTT IALCRATCRY ATJON LAVATORY ADJT -LENGTH ADJ ! LIGHT AOMIN (LIGHTING Ml INEAR l INEAR roof (FEET) ALT. tINOLELJ AC tIVE LOAD ALLl4 OR AL. LIVING ROOM ApG LOAD Alp LOADING 'LUNG ,.ONe LEG C*RG WAY a"'S I it,a I NA! LONER LAEg (UMBER CAB. CUH CANT. CAP. CAS. C.I. C1P CLG CEN. CTR f OR C.L. CIR. C.T. CwR 1x(5 CKT CKT BN R C.O. CLR CLOS. Cu COL. E7)MIB. C.S. cr•4B. CAM. COMER. CONC. C.B. aJ MRi C C . COAST CENT. CORER CJ Dan. CDR. CORR. CSK CE CFR C.Y. CPS CR. DL DEG. DEPT DEM. DET. DIAG. DIA. 0114. OC DISC. OW DISTR. DOOR' DR DBL. OWL ON Ds OWG ci ce cc J EL. ELEV. ENCL. ENTR. EQUIP. EST. E)O EXC. EXH. EXIST. EXP. EJ AEON • Ex P. EXT. FAB. F. FT F(14 FiG, FIN. FA FD FE FMC EH Fix. FLASH. FL. , FO FIG FLUOR. FC rrG. FAN. FR. FA GAL. GPM :• ALV. G.I. ORC G GEN. Gt. GOVT GR. GAD. GYP. G L H.O.A. NNE. HM. HD NOR HTR NIG NT H.P. H.S. H IE. HORiZ. HP. 1aE HNC N FU HER HES IULWINATIIITi ENGINEERING SOCIETY TES IMPEDANCE 2 N. 1.0. 1.F. 1NSUL. IC. INT. I.E. 1.P. JAN. JT JST JCT. J8 K KEENES' CEMENT PLASTER K.C.P. JOT K. KEYED COHSTMJCT I ON JOINT K.C.J. KitovoLr KY. ' KI LOYOI.T AMPERES KVA. • K I Lt)YOLT AMPERES RE- ACTIYE KVAR 'U LOWATT KW KITCHEN KIT. l9EDCK -OUT KO Ai N. ' PPROX. ARCH. AD AS8. R AS. 0 AUTO. AV. 8T08 8SMT BM BRG B.M. BHT. BET. BLK BLICC; LID 80E7. BRKT BROG BTU 'RUH BLOC R.L. 1 N' MACHINE MANHOLE •W3JAL MA JF•ACTLRE WMJFACTLVR I KG MASONRY MASONRY OPENING MATERIAL NMx it4UM MECHANICAL MED•CINE CABINET FETAL MINIMUM MOTOR GENERATOR M10 ULD I NG MOUNTED DE H RATIONAL ELECTRIC CO NEC 'NATIONAL ELECTRICAL .NAMWAC1'URERS ASSOCIATION tEMA 'NORMALLY CLOSED 'NORMALLY OPEN 'NORTH 'NOT IN CONTRACT . MOR3ER 08S0JRE OFFICE' ON CENTERS OPENING 0PPO51TE OUTSIDE DIAMETER OUTSIDE FACE OUT TO OUT DYEIL4EAD IR PANEL PANIC ear PARALLEL PARTITION • MEW (AS NAIL 1 Od ) PERPENDICULAR Fm ASE PLASTER PLATE PLUMING YMIX)D TIC POINT POINT OF INTERSECTION ' POLY VINYL CHLORIDE PORCELAIN IDS 'ADS PER SQUARE FOOT ' POUNDS PER SOUARE INCH �'REFAB ICATED PRESSURE REGULATING VAL PROJECTION 't 'UBLiC ADORES$ • PUSH BOTTOM STATION ROIL CHAIN &JA1iRY TILE OJART QUARTER ROUNA R RADIUS 'RECEPTACLE 'RECREATION REFERENCE REFLECTED REFRIGERATOR • 'REGISTER REG. RE i NFCNCED COMJC /E1 PIPE RCP 'REINFORCEMENT RENNF. REMOTE CONTROL REMOVABLE ;REWIRED RETAINING (ALL) RETURN AIR REVISIONS RISER RDQF GRAIN ROOm RCIGN OPENNM; ROUND 5 rSANITARY SEWER :SCHEDULE •)SCUTTLE 'SECRETARY ,SECTION SERVICE SINK SHEATHING MEET SKEET METAL SNORT LEG 'SHORT NAY SINIi.m SINGLE TAPERED END SMOKE OAIPER SOIL (PIPE) 5 , SOUND TRANSMISSION CLASS STC SOUTH SPECIAL SPECIFICATIONS SPLASH BLOCK SWORE SQUARE FOOT STAEIGEREO STAINLESS STEEL STANDARD STATIC PRESSURE STEEL (STORAGE MAIN AIN SIMMER STRUCTURAL ;STi UCrURIAL CLAY TILE STRUCTURAL FACING UNIT Is MEM SUPPLY AI( J CE SURFA SUSPENDED SWITCH SWITCHBOARD Wee. • SYM. T TACK BOARD TAN to TEL EPFIDNE TELEVISION TEMFERATURE TEAPEPATUJRE CONTROL. TERRAZZO 'THERMOSTAT TH :DOCK �THOUSANO ,THOUSAND CIRCULAR MILLS 11RESN90LO . T00 1.E TOILET TONGUE i GROOVE TOP OF STEEL !TRANSFORMER 'TRA NSNITTER TREAD • TY)'(CAL , J t u LANIDERG r*RQ UG. RO IER06 JNp RES)DEHTIAL O I STR 18IJT I ON IJRD UNOERMRITERS LABORA- ' TORIES UL UNEXCAYATEO UNEx. WINF ,FSHEO UNFIN. LUNIT COOLER LC /EN IT HEATER UK loutT VEN ILATOR UV UPPER LEVEL U.L. URINAL UR. OR H. UTILITY UTIL. • J U -.ESS NOTED VENTILATION VENTILATOR VERT MUM) TNITI<! RODE VERTICAL VESTIBULE VINYL COIiPO$IT10N TAE VINYL BASE VINYL TIL VINYL WALL COVERING YiTRIFIED CLAY PIPE I vOLT E VOu, !WAINSCOT !WALL HYDRANT B ;WASTE (PLG) WATER CLOSET (WATER HEATER ;WATERPROOF iWATERPROOFFIMG , WATT 'WATT HOUR METER '(IEATHERPFDOF ',maw M;.rf :WELDED WIRE FABRIC WEST MET ,WIDE FLANGE ;WINDOW 'MIRE GLASS MATH egamouT "036 ANIN DMR IRON NEXT N.H. M. N.C. WP WPF WRFC N M 14 NP. N.F WT N.. M N WCN WE , 41/0 WO W.1. VO Y.H. LAV. LG. LT LTG LIN. if LINO. ll L.R. LD LOG LG L.L. LONG. 1.1. LTIR MACI NH. )41N. MFR. MFG HAS. M.O. MATE. NAX . TECH. MED. CAB. MET. NIN1. M.G. NMG MiD N.C. N.O. N. N.I.C. N. O8SC. OFF. Q.C. OPG. OPP. 0.0. O.F. 0. TO 0. OVK). PR PNL PAN. 8. PAR. PEN d PERP. PH OR 6 PLAS. PL. OR IE PLDG. PLYMD. PNEU. PT P.I. P. PVC. PORC LBS. PSF PSI PREFAP VE PRv PROD. PA PBS P.C. 0.T. OT 01R RNNO RAD. OR R. RECP. RECR. REF. REFL. REFR. R.C. REM REQO RET. R.A. REV. R. R.O. RM R.O. RNO OR SS SC C. SCUT. S SECT. S.S. SHEATH SHY. S.N. S.L. S.W. SIN. S.T.E. SO 5. SPE SPEC. SPL. BLK S0. OR CI 5.5. GR o' STAG'0 5.5. STD S.P. SIL STOR. 50 STGR STR. S.C,T. S.F.U. SUBFL. S.A. SURF. SUSP. Sw. T. ND TAN. TEL. TV. TEMP. T.C. TERR. T'STAT THK MEM M EH. 1GL. TOIL. 7 6 G T.O.S. MAR XMTR YP. T VENT. PENT. V. VTR, VERT. CO V. VEST. Y.C.T. V.8. V.T. Y.W.C. VCP V. VOL. SANITARY SEWED STORM SEWER COMBINATION SEWER WATER LINE GAS LINE FUEL LINE (OIL) VENT REMOVE OR MAROON POWER POLE 140, INDICATES LENGTH d CLASS) w /DOWN GUY (N0. LENGTH,CLASS 6 STRENGTH) w/ STREET LIGHT ELECTRICAL �IANA'OLE PnW OVERHEAD FR LINE TELEPHONE LINE ©ROPERTY LINE PROPERTY CORNEF RASE LINE STREET CENTER LINE CURE LINE BENCi• RAE". MATERIALS SITE WORK CONCRETE MASONARY M ME 1'Al5 O�tEN5g1a K � THERMAL 8 MOISTURE PROTECTION GLAZING LAW LA SCALE FINISHES SYMBOI Ti�D DFO OFS ORO n — - a '14 SYMBOL 0f wag Ho L ei 4 s5 Ss 54 sal sga sP �i!r1!r��1�a1 TTS Iw MECHANICAL DESCRIPTION SPRINKLER MAIN - t--- -- SPRINKLER HEADS �±" ELECTRICAL DESCRIPTION — G LIGHT FIXTURE - CEILING, LETTER INK)ICATES TYPE 1(614T FIXTURE - WALL, PE LETTER INDICATES TY SELECTOR SK(TCi. STE 3MOTOR SWITCH WITN THERMAL OVEP.LOAD EXISTING -- S- �- C7 --•�D -5 /INLET _ o .��..- � V__ --. - -:r- -1 0 8 14 2 E (00 ORE SHALL SCALE ii. ZYP�sw iaa " RI .�.......�. ADOVEFLOOR SANITARY SEWER UNDERFLOOR SANITARY SEWER ---- SS -- -- AB')VEFLOOP STORM SEWER -- t ---I -- UNDERFLOOR STORM SEWER — O--C►� sunsuit. OP FOUNDATION DRAIN - - - -- SANITARY VENT • --- ••AW --- ACID WASTE -- .AV - -• ACID VENT --- ACD -^-• AIR CONDITIONER DRAIN NA CLEAUT GRADE CLEANJUT FLOOR DRAIN AREA DRAIN FLOOR SINK ROOF DRAIN RUNNING TRAF RUNNING. TRAP WITH CLEANEIUI mANIOLE COLD MATER (•07 WATER HOT WATER CIRCULATING IRO ° LOT WATER 180 ° I4drWATER CIRCULATING DRINKING WATER DRINKING WATER CIRCULATING TEMPERED WATER TEMPERED WATER CIRCULATING SOFT COLD WATER SOFT 11)T WATER LAWN SPRINKLER DISTILLED WATER DEIONIZED WATER COMPRESSED AIR VAQJUM OKYGEN OXYGEN OUTLET VACLAIM OUTLET AIR OUTLET PNEUMATIC TUBE CONTROL AIR UM FOUNTAIN PP SUCTION FOUNTAIN I'LWP QI SCHARP,E FIRE LINE FIRE (»SE CABINET FIRE ExTINGUISHER RANGE RECEPTACLE FLOOR RECEPTACLE MULTi- RECEPTACLE STRIP- SPAC I NG AS NOTED DUPLEX RECEPTACLE -MOUNTED HOZONTALLY SINGLE POLE SWITCH DOUBLE POLE SWITCH 3-WAY SWI:Cii 4 -WAY SWITCH DINRER SWITCH DOOR SWITCH SWITCH WITH PILOT KEY OPERATED SWITCH PUSHBUTTON STATION - ONE BUTTON PUSHfUTfON STATION - TWO BUTTON 0 HAW -OFF- AUTOMATIC SWITCH Q PHOTOELECTRIC CELL ^i'o ELECTRIC SOLENOID VALVE IFJ FLOAT SWITCH E PRESSURE SNITCH LIMIT SWITCH 415.t.+01 4k♦ talc/ Ewa. -d .c( PAL (SEA M*R E E D e P i MO LIGHT FIXTURE - FLOt1RESCEUT LIGHT FIXTURE - FLOURESCENT STRIP EXIT LIGHT W /DIRECTI(AA1 r•A :J* LETTER INDICATES TYPE EMERGENCY FIXTURE - CONNECT ONE LAMP TO BATTERY INVERTER SINGLE RECEPTACLE - GROAJK)ING TYPE DUPLEX RECEPTACLE - GROING TYPE Ten, MPLEX RECEPTACLE - GROU?D!NG Tr, LOWER RECEPTACLE SWITCHED SPECIAL RECEPTACLE - MARK OUTLET IN SCHEDULE NEW S - --- ET ..�. ......, . P .�. - ---0 --- T — 1. --- SANG • GYPS $4 PLANK K ( REIN VENT LULL! 1J F atf SR)GI Cu T STUNS ►1E Tk STU SHEET FINISH Min P•PT)CLX 80 RRAZXO MUM t S - SYMBOL - FIRE DEPARTMENT CONNECTION - "'UPS"' LOW PRESSURE STEAM -- L - " LOW PRESSURE RETURN --- pS•-- MEDIUM PRESSURE STEAM -- -- MEDIUM PRESSURE RETURN MP5-- HIGH PRESSURE STEAM — HIGH PRESSURE RETURN ' -- -PC --- PUMPED CONDENSATE HOT WATER SUPPLY (HEATING) IAMB HOT WATER RETURN --EGS— ETHYLENE GLYCOL SUPPLY —F.GR— ETHYLENE GLYCOL RETURN - --880— BOWLER BLOW OFF — RN1P�- •—CR— —HMS -- �tJ)I — D,1 - GATE VALVE GATE VALVE - CHAIN OPERATED SYMBOL. O-• ) D Os iif G?1 fn J EXHAUST STEAM NATURAL GAS GASOLINE LIQUEFIED PETROLEUM GAS SUPPLY RETURN VENT FiLL CHILLED WATER SUPPLY CHILLED WATER RETURN REFRIGERANT LIQUI0 LINE REFRIGERANT SUCTION LINE REFRIGERANT HOT GAS LINE CONDENSER WATER URN CONDENSER WATER RET HOT /CHILLED OATEN SUPPLY HOT /CHILLED WATER RETURN STRAINER UNION CONCENTRIC REDUCER ECCENTRIC REDUCER PITCH PIPE DOWN IN DIR. OF ARROW (MANUAL) AIR VENT EXPANSION JOINT PIPE' ANCHOR PIPE GUIDE THLF c(ETER PRESSURE GAUGE THERMOSTAT HJMIDISTAT THERMOSTAT - CEILING MOUNTED NIGHT THERMOSTAT FUEL OIL DESCRIPTION WATER FLOW ALARM SWITCH PQUASTAT THERMOSTAT rASCONNECT NOTED ' /.ACNETIC MOTOR 5 COMBINATION '0TCR STARTER M('ToR STARTER C0Il WITH WEBER IDENTIFICATION EBER MAGNETIC CONTACTOR MOTOR SWITCH WITH TNEPVAL OVERLOAD AWE' PILOT LIGHT MOTOR - HORSEPOWER AS INDICATED ALTERNATOR DOUBLE DUPLEX RECEPTACLE JUNCTION 80x LIGHTINE AND APPLICAM;C PANEL POWER PANEL TELEPHONE CABINET Th5 ALL F0RMER - MEMBER INDICATES TYPE POWER SE( WEATHERHEU) TELEPHONE SERVICE WEATNERHEAO r BRANCH CIRCUIT CONCEALED IN CEILING OR RA W BRANCH CIRCUIT CONCEALEQ IN FLOOR NOME RUN TO PANEL ARM/HEADS INDICATE CIRCUITS E[:d•, EMERGENCY SYSTEM �T TELEPHONE SYSTEM iS -- SOUND SYSTEM INTF.)NICATIONE SYSTEM UNDERFLOOR DUCT JUNCTION 80x ANC T- POWER AND TEIEPN YIE RACEWAYS CONTROL CIPOJIT /4 CIRCUIT DOWN "•4 CIRCUIT UP - - CONDUIT SEAL DESCRIPTION Ij INTRUSION i; OETtCTIO TRANSMITTER GRID COORDINATES SECTION LINE CONTOURS SPOT ELEVATIONS DRAINAGE 01TCH OR SWALE COPXPETE PAVEMENT SHRUBS CLIPPED HEDGE SWITCH - RATINGS AS BITLEMINO/15 PAVEMENT DRAINAGE SLOPE FOR PAVEMENT JOINTS FOR PAVEMENT BORINGS, TEST TREES: DECIDUOUS - WITH DIAMETER EVERGREEN - WITH 14(161T REIERENCE TITLE AND SUB -TITLE SHEET ON aNICH DEW.. 15 OR414d CROSS SECTION SECTION DETAIL SECTION ji(7)1 ELEVATION �� ROOM h! mBER INTERIOR OPENING NUMBER EXTERIOR OPENING MEMBER 1/ COLUMN LI SYMBOL DESCRIPTION ---- -- GLOBE VALVE ANGLE OR RADIATOR VALVE -- • i,1 CHEAE. Q BA LI VA LV PLUG VALVE —•O• BUTTERFLY VALVE --- AUTO. D:JTTERFLY VALVE p;' STOP d WASTE VALVE AUTO. CONTROL VALVE (' WAY) AUTO. CONTROL VALVE (3 WAY) --- 2 PRESSURE REDUCING VALVE tR - THERMOSTATIC MIXING VALVE BALANCING VALVE -- SOLENOID VALVE REFRIGERANT ' -- -I VALVE IN VERTICAL PIPE -TYPE SHOWN GAS COCK OR VALVE HOSE 8IBB 1--4 WAIL YYURANT QY„ YARD HYDRANT C FIRL HYDR/1NT Mrt TEMP. 6 PRESS. REFLIEF VALVE (OR) SAFETY VALVE - STEAM - " --U SIGHT GLASS - PEFRIGERANT THERMO. cXPANSION VALVE - REFRIGERANT F 6 T OR BJCKET TRAP . - -- THERMOSTATIC TRAP REC''. DUC7 - 1ST.. FIG, IS SIDE SI-OWN w p ROUND DUCT , 2/489 ; FLAT OVAL X1CT ,' FLEXIBLE CONNECTION VOLUME UANPER I TURNING VANES EXTRACTOR SUPPLY DUCT RETURN OR EXHAUST DUCT SUPPLY REGISTER OR GRILLE ( R OR G: RETURN REGISTER OR GRILLE 4_, : + ROUND CEILING DIFFUSER SQUARE CEILING DIFFUSER f 1 . 1 .W MOTORIZED DAMPER- PARALLEL BLADE EfNEErNkEE MOTORIZED DAMPER - OPPOSED BLADE f /f // GRAVITY DAMPER ---� FIRE DAMPER - HORiZ. FIP.E SEPARATION ----A FIRE DAMPER - VERT. FIRE. SEPARATION -- ^--� FIRE DAM4'ER - CIO. FIRE. SEPARATION S►g1E DPJ4PER SYMBOL DESCRIPTION v- H Z3 fitl A TOP RWEWENT f.• Tor CUNB --1 • TOP WALL TIMING CCE EDL OEVICE EROGRAN CLOCK - MOUNT AT 92" CLOCK HANGER OUTLET FIRE ALARM CONTROL PANEL MANUAL FIRE ALARM STATION FIRE ALARM( BELL FREE ALARM ANNUNCIATOR FIRE A;AR (- ()1,`.1 IONIZATION -T.PE SMOKE DETECTOR PHOTO ELECTRIC T(PE SI+0EE OOrTECTOR HEAT DETECTOR. RATE -OF -RISE AND FIXED TEMPERA(URE, 135 F. HEAT DETECTOR, RATE-OF -RISE AND FIXED TEMPERATURE 200 F. HEAT OETECTOR, FIXED TEMPERATURE ONLY, 135 F. HEAT DETECTOR, FIXED TEMPERATURE ONLY, 200 F. FIRE ALARM MAGNETIC DOOR HOLDER FIRE ALARM CIRCUIT TELEPHONE OUTLET - WALL TELEPHONE OUTLET - FLOOR MASTER CLOCX PROGRAM UNIT CLASS J 34 , UM BELL SPEAKER - CEILING SPEAKER -WALL HANDSET - WALL INTERCOM CALL -BACK STATION VOLMEE CONTROL -WALL FLOOR MICROPN34E OUTLET hALL NICROPHCNE OUTLET BUZZER TELEVISION OUTLET CIRECTOR'S HEADSET JACK F;TIL ALARM VISiJAL WARNING SIGNAL. &£VICE WITH HORN FIVE ALARM VISUAL_ WARNING SIGNAL DEVICE INTRUSION DETECTION RECEIVER EXISTING OED IL NO NEW : j r+ TOP Paver/ENT �jjc TOP CU 10 Y To WALL 1 -_-_- WiT416EDCELEF 7_ ha 3 0 13' **MOVE 4cw 00 gOON WOVE RE4 4'0 44 !01 DETAIL K ENV 1 INDEX OF DRAWINGS T.1 TITLE SHEET, CODE SUMMARY, STANDARD ABBREVIATIONS AND SYMBOLS C -1 SITE PLAN, ROOF PLAN, UTILITIES AND SITE DETAILS L -1 LANDSCAPE PLAN, SCHEDULE, DETAILS S -1 FLOOR PLAN, FOOTING PLAN AND DETAILS S -2 ROOF FRAMING PLAN AND SECTIONS S -3 ELEVATIONS AND DETAILS S -4 CONCRETE WALL PANEL ELEVATIONS S -5 DETAILS • S -6 STRUCTURAL DETAILS M -1 MECHANICAL PLAN E -1 ELECTRICAL PLAN TOPOGRAPHIC SURVEY OF CONSTRUCTION SITE ,6TH S 172ND Pt LIST IT N S } 143RD PI. g N 150 S 1471H •• ST 'NJQJ 5OLQQ -.. r..IP11A11P.P SAx011 1 DR / CHRiST- FNSfN GREEN6ELT PK HIV Ut W FDN7 ST N i SW TTT 5T • 5 15240 ST 56 ST arm - 4- 1134 t!) a ! i zi wfI . K•I SEGASF brir „ c w RVA•'Ek.eln. 182ND VICNITY MAP THE ON MARCHE DISTRIBUTION VVAR HOUSE ADDITION ALLIED STORES CORPORATION N ORTHER w 180TH V1 ql fINININO 4E C/II CENTE P ft d 1' 11 1I1 j l 1 111IIII , 111 III Iii 111111 i II�,, 111 1 i1 9 tj 1111 I I I C I i I I I I I " I � ( I I I l III i I B l I L L( l III l LIi l ►III (( I L L ►i III H I L L((I (( I ',. i 1 iII L! i 11111 , ! - 1111 liI 11 . 111 111 x , I III ' 1 1: 1111 . 1 111I I 3 4 5 6 7 8 9 10 NOTE: If the microfilmed aJcuwent is less clear than this . 1 notice,, it is due to the quality of the'vrlglnal document. 0C 64 66 64 9 e , SZ 1 7Z ea Zr.7. IZ 3Z 6L 9l LL 91 GL ',L CL ZL LL pi, 6 13 . 9 s ( z L vi " 0 1!!I! {III! fii! {I!il Iillilllll!li� !iii !iii {Iilfliiiil!Illfilli {!Ili 1111 { !!1111!ii,ili!111!I {IiIIIili! ! "' ! !i i ! ! !.II i I I _ Ia,il IL�L!ii {i iiJiliili,n��i� - ii �I, Ilhlii�ll! iliilliilii{ ��l! li! ii�iliIlii! Inl! Ilil�liiiililniiiii( iiii{ i!! iliiiiliii !�iiiil�i!iliin�ni!liiiil!I it I! I I I) , :Yd 1111. i1n11!li(n Iii CODE ANALYSIS BON MARCHE DISTRIBUTION CENTER ADDITION TUKWILA, WASHINGTON Code Jurisdiction: City of Tukwila Code 1988 UBC (No amendments) Occupancy Type (UBC Table 5 -A): B -2 Warehouse for not highly flammable goods ilowable Area [UBC 506 (b)]: Unlimited for fully sprinklered building with 60' wide minimum public ways or yards. Proposed Addition (Including Alternates) 3' 784 un Net Construction Type: V -N (Building elements :Jon- rated.) Smoke vents (UBC 3206): Not required for space under 50,000 Squ:;: :lre Feet [UBC 3206 (a) 1] (Provided in the event high bay storage added in the future.) Per 48' x 96' section of building: 4608 Square Feet ÷ 100 Square Feet Building/Square. Feet Vent = 46 • Square Feet vent required per 48 foot bay (Curtain boards not provided. Addition is under area and no storage is planned.) Roofing required (UBC Table 32 -A): Type V - Non rated, B-2 occupancy: Class B roof cover required. Roofing Provided: Class A Roof access: Provided from existing building Roof parapet (UBC 1709): Not required. Exiting (Chapter 33): Base building area Add alternate #1 93' x 292 ± 27,280 _ 500 sf /occ = 55 4,500 = 500 sf /occ = 9 Occupant total 64, 2 exits minimum required (Per UBC 33 -A) Distance to exits [UBC 3303 (d)] 200 feet maximum for sprinktered building One additional exit provided in the existing building at area of proposed addition, Fine extinguisher systems (UBC Chapter 38) Automatic sprinkler system for Ordinary Hazard, Group 3 per NFPA No. 13 provided throughout. Portable fire extinguishers (AIOBC Type) provided at 3000 square feet maximum per extinguisher and 75 feet maximum travel distance. Parking for Addition: 32 additional spaces provided per City of Tukwila Industrial Building catagory. • 8 FiLE COPY «.. ......�.�....�..�.�•�.- .. -.�-�. - tea -- - i understand that the clan Check *pprovais 1t sublect to errors and omissions atv.1 approval Of plans does not authorize the violation of any adopted code or ordinance. Receipt of caniractor's ccy i aPProvsd plans acknrAviedoect. 13y.., Date.... Permit No • BUILDING PERMIT APPLICATION SUBMITTAL DRAWING CITY OF TUKWILA • APPROVED NO' ,) 19 ION RECEIVER ('TTY OF r MLA JUL 0 1' 199Q PEFM!T CEN TER z O a w O w a z tr inis# co a z e3 cr a z w WILLIAM F. CUURSMA STATE IX WAa)l,NIGr0N Crt) (f 4 A -4 WARHOU3E NG 34-5,500 3t72B0 850 gEF. 5K2. PLAN -- r=)ct .TiNevr At 5VPF --I +TIePt4 CITY OF TUKWILA APPROVED 1 JOHN GRAHAM ASSOCIATES CL r? Group NOV • 1 AU r) 0 BUILDING D ISION EX 1ST'G EXIT 15T F_X1T 'EFERENC,E THE EOINI Ml RCH DtSTRBUTiON WAREHOUSE ADD. ON C1TY of TuKt.IILA 1:1 -AN IPEVIEN BL l7� 31 iao , ✓I- looms° 34 ADD I T ly E A_TE NAT E 1 CAP -F.XIST , .,. J ANN I N �XI- IAUS1" FAN - MI WAREHOUSE ADDITION 5A"G BID: 2:1 ZI J Ar_::r AL 4 E.:oCJ.f. TOTAL 1 '7 80 I -RA-F F-1c I'--i� To F. TYP • 2 -4x8 SMOKE \ /ENT. 14 TO SAL (iZa EAze 51D, 2.L" D.AL.T 1) _ Ex kA! JST FAN --SE M a x &!S3-KYLo ITE 2,1 TOTAL (18S EASE BID, 3G ADD Ai- 1) - 1= > ME FDA. 1 111 1 111 1 111111 1 111 1 111 1 111 1 11 1 0 16 THS INCH 1 2 111 1111`1111111111ir111I111I11111 1j111 1111 1111111I1111111111111111111I1111111 111,111111111111,1 11111111 :1111111111111111111111111111 IIII 3 4 5 6 7 8 .. 9 10 11 MADE IG 6ERN414 12 NOTE: If the microfilmed document is less clear than this . notice, it is due to the quality of the original document. 1 OE 6z 8Z LZ 9Z GZ 'hZ CZ ZZ LZ 0? 6L 8L Ll 9L SL in 11111 11111 III { �ILI I ILIJ { IIIIIIII { II) 1 111 1111i1iifI1111111111111111111111111111 {liilll1i1111;1 1111 111111111 {111111111 {Illllillllli1111111 + .. F - E1 ZL LL 01. 6 8 L 9 S 111111111 111111111{11111111{ 1111111111111111111.{111111111 1111111111111111111111111111111111111111111111111111111111111 111111111 111111111 1 111111111 1 111111111 1 1111111111 • BASE F3! D D E T A I L 5 K 1 G(.: 2 ? 199r, NE . S ITT Uctaf? NTT H-CUT dpEN INC-1' IN KxI5TiNCx Cc WALL . s£{" p wgr,,ANDARD FRAME ANvrlct 5 4L -,4*0E-INC) F-RAM / :""Nlw, • 1 N'1'E.ti'FAGA 4 P'r' GI'FI C.ck NEw 3 HR,LIA... zA` ata FfRAME G MAR1,14ARTa A5S1 Met.. - r, FaAJN T 517. PRovi0E. 13,4221 Coast)-5-5 Ta FgE \r7 DLST 1 1'4 F1 L1 R T 1 O J ` GUTT iNGT . clr? OF TUKWILA APPROVED N / jJ 10 Gr4.uM1= L W 1= at ELE. VA T t c' J IvlsioN P LAN THE BON MARCHE DISTRIBUTION WAREHOUSE ADDITION RIO JOHN GRAHAM ASSOCIATES V.:13 DU? Group N E. %,1 I tsti ARC 5E1 iON WALL. Lose (?- cReautpso CD F 1 LOGAM. X ISTI NC DOOR - Tb AVc l 17 iNTMa FFNG. . WiTF1 N'ehl .SIR , C.44E 1rx15T►NGr evpp.NlN4'1' AMP PAW!". GI or Tt..hKN Lea PLAN REVIEN # go - 294. 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WOMO *SCA Aosti 1S AM= IF =CAM mutt tIt$ lasts IMP CO 0 106.111MMIM vArIA WWI II.A. rem. Mtg. 4$ In a tt.) bit INICATM VILVI rtl (Pt g tit MORA 10 AS lie SWALE MK KAMM e,ND 510E06 WI K Ni EX 15T'G , CUM BEG-INS E.Xn :42) c DRAIN --- 7,RAN.5 SI-tELTFP, ExISTIN F>05 SjSN New cp'-c.)" WD e 31DE Ata„Acat-IT TO 4 , cUR FOR Ne\N b5CAPft4 ,4 Afti.B4N ) HYDRANT' TO 5E. RELOGAT ft_ WIDEN 31De.W44..-K. LrT 5 (c 1-- RAMP (cul c•`•*Limil) 1 • 1/A• Imam am Icaatica TO v&t.mt 01 cm state MU CAL E.X15_;711■1".1 tt • PLAN NT$ 4 • • • • N 1) AIR AIM ntn %W. M11111101vICASt. 4111•Att & 9;r L 01711Mate si tlel 7T. 11 Olt littattal TDI r11101 (1, 01111• EillPert 011 WAT Puriel . 377 LA AIT OA . GAtAttAt P111 INC. 4 •Nrimm•••••••••■•• • ir CLEMAKA POLL 11 HM1019 icaasfia MAIM At.I. prat& 111 • 181114 ?MIT. • 41 / Main VAULT WALL KM A ■-.11•441wIlmr••44•411•444.• 4 4 • 111 sna. HATE11 E11 Tat3 3' 1 3' STEEL MAW OCCIS MK INC. c2$. 760333. ca COIAJLI TWINS WIZ Vital 4. MPI VP AIM at tgAsr nos feCtIMISTIOM 7.4 ttgy mot 1Alif Matt§ WM &ff. !In en COM TOM? ODOM tmAn SITE PLAN SCALE: 1" = 50' ...........••■■■•■•■•••■••■•■•••■■■■••••••••••••• JH 1 ExIST"(7.-/ '1- (3Q EX1.7..DT!T-1 c.ff 1 . REQ BEARING AREA IN SQ. FT I-IORZ. PIPING LAvvt\J rrzAlsri Etirg)- /,c, cfe •To wi of re47=Titin. /vole To Itvi"ei rower $z.0414 (Poig i L#LJ `40L) • .1 r-LiTU LAN LD5CA4'e .5 I MrRova MG kl r5 r-CP:,, a. 66 1:1 ST EX reNSICDIN NO 11 I-LI Df. -n4 • On () lemsemem 111 111111 1 2 EXISING NIATUF.'ff LANDSCAPI AF:P4-10X 0AI-Ir 17155 2. floNDEROSA PINE .sco 15 - rf - -R,64 , ei 1D/04._ ARE90 R. VI TAe. Fi....0\evE Nie 2.0 JUI\IIPe . Ftv3 N.4 5 MAP • -7-04)9r 6tax./4 .6* PLAtho 4,6A- /N6.7* oyseyruxe&o 11111 1 1 I 1 111111111111111111111 1 1441 14 11 1 1111 1 1111 1 1111 1 111 1 1 1111 1 1 111 11 1 111 1111 11 11 11 I 11 111 I 1 11111 1 1 111 1 1111111 11 . -'''-' ,--, r".r - .. , .' =1- , , ,+,.. • ...:.;',.. ,,,, t,,,,,,„....,„„. - II I .. , 3 4 5 6 7 8 , NOTE: If the microfilmed document is less cleer than this , notice, it is due to the quality of the original document. . WI1MC•11141•14•••. 41114•4444. • • LOT COVERACiE E.X.1E t5uiLDING 343,500 ADDIT101-4 31 7 8o sF- r01 375,2.50 Sff Lor sIzE 850 000 44,1% • IS7ING EX IST'G Ex IT 13RAJIN r • OVE-M-FkOW faIZIE MAZI DRAiN) WATERTIGHT CLEANIOUT Gv,TE vy/mIN 8 CA seL ItDe Ne(Q ) E)(11 12ED AT Fx1G AREA AztztAcAriD VAtA .e..X 15T -N‘t BACKFILL CLASS PIPE 111119111111111.111111111111111111111111111111111111 9 10 11 womeemom 12 OC 6E 8c LE 9E GE VE CE EE LE OZ 61. O LI. Z1. U pi. 6 8 9 c Z rIvs ii ilu i t 111! j .1.11■111 1 1 ::;P/c cv - V 6A..10 RAII_RC21 • r• EX 157G ,ALL NEW Fv/s\kils-t. SPACES Fl-611 wce x goi KIG SPACES REQUIRED - FZX ADDITION: 11\04srR1,44- •)17e;c) I5FACF. /10005F 1C,0051= 32, SPACFS. , 4f 1 DDITLVE nD ALTE NI AT E 1 1 • ,\ ,,LAP ) STG A5/ NEW F_X 1 ‘. XI-AUsT FAN-FDM MEG WAREHOUSE DIDITION Ai A.t..:74.1 4 "P") 7805.F fa5 SE p',•ezr,›S 70 FAN - r - yr 2-4)(6 5Ma:E.: vekrr ToTAL (as bic.:e ESID a( ADD ) 1- - E FAH-SEE mEct-li )(5 2. 4/ 1707AL (1B ALT 1) - F Ct FOR > exi57 exs NOTE.! BELL SHALL E. EXCAVATED TO THE NECESSARY SIZE AT BELL ENDS TO ELIMINATE POINT BEARING. BEDDING e '-0" 1 I 0 SPACE I OR DIAMETER OF PIPE. VVI Is GREATER ANGLE OF REPOSE 1 • 4 . • • I or ••• .1414•4141.2141m.4141111 APPROVED INITIAL BACKFILL MATERIAL PLACED IN LAYERS NOT MORE. TWAN 6' THICK 4 THROUGHLY TAMPED 5 E.: SPECIFICATIONS TRENCH WiDT/-I EQUALS ouTscoe DiAmMTER PLUS 2 4" >4. BEDDING MATERIAL - EOE SPECIFICATIONS OV s t e , 4!:/v 757 c 1 :_ roR p , r-rAiT XISTIG S.D. ((c."--VER fr GRot..Jr WATSATIGHT Fs'RoviDE OIL ...F) PM.R KINC:4 Co, 1::)Epri o= PL.)15LIC. VVORKS DI'/, OF FiNrCA-iC,5, DP-0 CONTRCL ReauiRemeNar*Li-.N3 OIL 5EFAATcR 1 N X 'STLNG CA CH .5A511\1 NO Sc.A.A , t o o 1.11•••■•••••■•••• 4 APPROX EDGE, OF: EXIST ASPHALT. I 5 -= T i 4 9 t-OVI - - ELEV. YeRIF - - - . ' 1 • , I, St) aA1BT 40 10 XIST I•10 9K.OU NI7 COVER. Tb Rem-6Ni IN tf) u - A NOTES: GRAIDa.5 GROU NCOV NORM OF PAVE l`e117 10 Ral-fAIN A IS 6.5- I I sisNITARy 5 (0- ZOC oz. MAX, PIA/WI C.Q■15TANT P M I N REP SI-41 I FCIR NEyNe 1 L... - r - )-4 15 APPRO. OF #6,61 TO 1)E...• GUT A'g 15w: AND .. IN 5ep".Kot r CA.TH 3I N > (3 707 1. E BIER I FY N re) l&" STORM DRAIN Haw WAIT 6E VI FOR -4-PRIN 2E.TEc... C-I-ISC-14 VAL./ - IN PLANTER 5 t to' FR. (,( VERIFY' ff-K 1 C 7 E 5eVVER M 1 PAVINCi SHALL CONFORM A A Z3 TO. 19E54. Sl'ANDARD PROVIDE 3" Gl-ASS 15 MIX1 OVER cRusHEn PC2CK P.)A5E. " \ `-wAIRINsoNG STRIP 3 .N!" SHRINKAGE CONTROL JOINT 1:10 5112)61 WHEELCHAIR RAMP ( oNe cat\a,..y,ReF PLAN PCK. LOCATION) I a SLOPE 3" WIDE EDG FINISH V FULL DEPTH EXPANSION JOINT BACK OF CURB X1 511N% TYR.: CURB & GUTTER ----- 1, SIDEWALK WIDTH SHALL BE 6' MIN. crr CF"- TUKWILA, CUT 1" DEPTH DUAkilY Uor 1 15 EETWEEN Rid DEPTH EXPANSION JOINTS T e r 06 EDGE SjtilL_ON 2. SHRINKAGE CONTROL JOINTS SHALL BE PLACED EVERY 15', DUMMY JOINTS EVERY 5'. 0 .3. CEMENT CONCRETE SHALL BE PLACED ON COMPACTED SUBGRADE IN ACCORDANCE WITH SECTION 8-14 OF THE 1988 APWA/WSOOT STANDARD SPECIFICATIONS. - TYPICAL 5ID A L.( No ON CITY F- jilt, 08 1990 paimi T CENTCR BUILDING PERMIT APPLICATION SUBMITTAL DRAWING C pp OF R i o u v icw E r N' 9, o • I - IJILOI La I VJSON IXILLIAM F. elJURSMA STATE Of WA.Willil;TON FITTING s 1 ze • RE0 BEARING AREA IN SQ. FT. T T E R E Z N . o PIPI 9 N 0 G • 2 • 6" 4 ------ ., 8 6 . - • M..!■11) wt-iE:RE fz.ADios it-J e.X15-r(?,cUrg)5C-GINS . or\iy--- • R,. 0 E.,x 17.7 1 tNi :) :RAIN e.x / / 51-4FL:7 51st NT•VV 1 '~0 W112.*:: f.311DEVY4, al-4T CLd R1 L- FOR tve,v a • 3,0 1%.•Citi w ICOsTyes QO Oirt MO MI utoorts In. ic ItLOI (Ol 1 1%) i 4 $ 1 KOONli COW MO trill * tows, ple iqlft 04111.401111:1101 stt106 EMT Yeeall IR n.) Past t*Itmtst tart 4" "I 0044 012A II o= 041= fa.4 10500 MIMS slat 1.1(1 I ele 4.1V110 Wit Ron 0.4. v.-11. 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ADD I T 10N F3L 7z /t000 f)F I O. OZ) SF • NEW _; P\ITAD IT IvE ALT R I E I . A WA,RF HOUSE ADDrtiON v5F _ 4 :7'003 . 7 bo aF EASE EL„ ID ro 1 Z A 'kb 5 11 t,..1 - 70" - AL (2A 5 1.D /.1...-: ) E1D, A4- 1) • A'& 5KYL-re Z. I r-?._AsE Ex NOTE!.BELL-1-40LES SI-IALL BE. EXCAVATED TO THE. NCESS/1' SIZE AT BELL F.-.ND5 TO ELIMINATE POINT BEARING. BAC KF ILL -•A FIRST CLA55 PIPE /1 . 10 11 /441KINeE14444Y 12 • tZ 6t a 9t St ' • U NEW PARK11-1Ca 5t y\elx N••••••■•■11.1100.0...... - P 00' - 0" i :Pt\r:-E OR DIAmETER OF PIPE.. WHICHEVER IS CoREATER ANGLE. OF REPOSE A INITIAL 5 B A 1 1.1"1.0 MORE- 4 ! 6" THICK AND THROUGHLy TAMPED SEE SPECIFICATIONS TRENCH WIDTH EQUALS ouTSIOE DIAME.TER PLUS 24" mAX. BEDDINC. MATERIAL- EE S P E.0 • ''.. 2 . .N. • r ■,....) .i. ,...- >c,. r -.- r (\I r i t RP 1 k 4 ‘ 7 1 . 4r.= S 1 - 3 . 11 : 4. 7 1, :c . - - - \-__,---A ;-- - . ) , _. ,c., :.)<;:, , ,,,-; ...1::7 2 cs ; i9 .<2 -.p \ ' 1: • ;7 6, °Z. ti• - GUT \I\Y-c-rtualk IT a -- --- T' e KIN CO. 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CONORM /6 .S.1470. 1954 SIANIVARID PROVIDE 3" b M1Xd OVER a C,RUSI hVARES,i EC.,K IN PLANrEg tiff R I P (,1 !r< ' JA refaXVICOR RkI:10 -l r• 0 R WARNING STRIP ”" SHRINKAGE CONTROL JOI!' 0 tcsast..4Dre. - WHEELCHAR RAMP ( ONE ONL:y PLAN FO L 1 f.4%.;_ cre.. 10I ,4 ) • - L31 " EDGER FINIS 75- PiL1 DEPTH EXnI\ISON JOINTS V FULL DEPTH EXPANSION JOINT BACK OF CURB) Sx VrING TYPE A CURB 6._ _. & GUTTER 1 VOF TUKWILA THICENED ROVED ( DUMMY JOINT 5' SEcILON A-A CUT I" DEPTH DUMMY JOINT 14111.7 1 ■ 11 • 1161.•••••••■•••...... //h. 4.411111 NOTES: 1. SIDEWALK WIDTH SHALL BE 6' MIN. BuILDING SION 2. SHRINKAGE CONTROL JOINTS SHALL BE PLACED EVERY 15', WM JOINT Suet 3. CEMENT CONCRETE SHALL BE PLACED ON COMPACTED SUBGRADE IN AccORDANci SEcTior 8-14 OF THE 1986 APWANSOOT STANDARD SPECIFICATIONS. -40 7' r -70<vvit_.#4. c.:ALg bi;G PERMIT APPLICAilON SUBMITTAL DRAWING . • SEF-ARI' CArct b/s"211--- • „,. . 4"sigig"1"r4111 1"211"143.6411."1"1""nalr'71"bw".""GaillralisEm"ra'agall""isslirai :V. WILIAM F. SUURSMA VW Of WAShileVON RFCASTERED 0. r - te. , • ENGL. I 51-1 IVY Orr° LAURL Zkee LAU R. BUSH C I Ncauwzo: L.. vvARf rowel() 'i46 BOTANICAL NAME 1 - IQUIDAfr13 5TYRACIPL.UA 1 r ' . HeLIX PIfiI:R:.A LJ e,ASUs li o ro .L.UYKE.N A e L... IAN* t TIL ., , 1 r t ,U ICOSA PINU E) MU GrO MUGtol COMMON NAME QUANTITY 5025 41 Por iv. Ii1 5 t s GALL04 1 c...LoN 12II-I5ii „ito RECISTSIED C1 !YET 122211 rj. 11 r 1 : 1 : 74 infrAV r 4912 . pt,atrr RIIBMP.P'tinttg, NOT TO SCALE 1J WII M utiprALI L 7 '1 1141 1 -r f "T r'fa..E ,ANT HI X - s DECIDUOUS TREE PLAN .ING. AND ,STAKING DETAIL NOT TO SCALE r . . ...,.r.._ \NA-ism 4 * r—lept ° . 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(8) For N TI Ff urrico5 (3) PILAUS MUC- s I''luC- ' (I) fIR UN US .LAU IzeC ►SU5 ( 3) — RDTE.KrILL-0 4 .% FRU IT"ICO 4 (5) TYPI CAL i. wrf Ro GHo r tw r�° I4 STRIP' EYcaP.r (� S,X I sr ` cars RPL I"�. oC ' , IA, AND WITH) Kt 31.0'1 cp EXIST 'G% t. NX CSI NC , f'L-. •J T` ALAS POLL S ; 1'ia' FcM NEW S1.I VuA14. . X I 'T1 N Cx GUmIsS, E.xcagFer 4 r la.A%ST C Ulti3 XIST S F •RI<IN T T`r't'IC~'s►.L..n P "T I S..1 Cyr �.- PRUhlY5 PR) LAO R O cE. U$ (4) TYPICAL. PI.. NITINe TREE S — JU5 I UKOCE � IS (5) u I r I C©S .68) N T- SH�u� STAGGERED e 4 ® QO mxc `r'° ZAI:SE L. IANA 57c-. E! E @ (, 0 « 0.c. PLANT LIST oUNDCQVE °' TO R EfIAIN AS 1$ - ----�. NEW LANDSCAPING @ EAST PROPERTY LINE "-° .'DTI I`rG7 I AILo.I C) TRACKS L IcAUIDANNDAR STYRAC I LLJ, (12.) T'Y�ICAI.� esETWSEN TREES HEDl °RA HEI-I X CS 24" oc. TI-ROUerHOUT* SI R. IF, 1 5 FOLLOWS I F ROfri E X!STING .PAVEMENT TO 1 RCS MX aTINC EAST AND Fib' OM 5 SOUTH car Exl.STIN � t� 1 RACKS To 1 '/ e Ie mom Ex 1ST Cm &z)U7H FENCE XISTI NG FENCE c It, TYR CITY OF TUKWILA APPROVED NO < <. 1 B tLDI G ISION CITY 0 J �'c ii�1a CLNIER graft a 2107 Walla M F. WORM �i1TE df WAS0214E IS o cn cc a w Foga U to 4 Z a crs to, x 0 THE PULLAWING CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT. STRUCTURAL ELEMENT COVER CON'CRE - re CAST' AGAINST AND PERMANENTLY EXPOSED TO EARTH. 3' CONCRETE EXPOSED TO EARTH OR WEATHER. #8 THROUGH- #t8 BARS; 2' *5. BAR OR SMALLER 1 1/2' CONCRETE' NOT EXPOSED TO WEATHER OR CONTACT WITH GROUND: SLABS, WALLS, JOISTS ;14 AND 018 BARS 1 1/2' *11 BARS AND SMALLER 3/4' BEAMS, COLUMNS: PRIMARY REINFORCEMENT 1 1/2' TES, STIRRUPS, SPIRALS 1 1/2" C 122211 84 GZ 9; G7 4 7Z c''e ZZ Oz 6L 81, cI 9t St t et Zt tt Ol 6 8 L 9 G 9 C Z I. "" o 1 I I I 1 I !! 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HAND 1 r 1 J 2 BAYS L Jp I vvff 0 \x��f N v� -4 1 0 Id N vin \ `a I ,n + • 0 N oPP, CK) 1 (t'24 -o' t -- 1 F3 F3 of TO Or Ex1:7"tlt�IC FTa EL.: 22 2 DETAIL �I /v I o J 11 — O' ' 251 c 1' 1 r -� 1 -..t . -. — COIJSTR LI . T 101..1 05 COIJ T20:. 1 J O? LI. ^' S --- --ems SEE DET. Sj S1 . - rye ALL. r:s) ! I" 0 • J e.X I5T WALL P'Ator..L. OO L F3 1 0 PLAN REVIEW FOR COMPLIANCE WITH THE rOLL ORDINANCES ONLY EZ STRUCTURAL PER UNIFORM BUILDING CODE ❑ NON- STRUCTURAL PER UNIFORM BUILDING CODE 0 WASHINGTON STATE REGULATION FOR BARRIER -FREE FACILITIES ❑ WASHINGTON STATE ENERGY CODE SIIBJECT TO 1' ERFRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, UMISSIONS AND INCONSISTENCIES. DATE I N 1' 1 O ci 0 DATE OUT 9:73.. :1 0...... BY: &' MAHAN & DESALVO, INC. PI LA aT. t. I oX2 Q' !not dvaqk t7's , T ONLY SCR E ( 1 t r +I BASE BID •• J O 0 . ,\Ir -- 1 i 1 fi2 S L A? G7 P..1 £D I Nr F 3 J 12.'' N! -r } . E - � o, ) r C/1 `Ir''1-- 1 E 7 , TQ17-\t__) IMF Mv.1N) 290 :O° ( `I"511)) 0 1 I 0 SAWN OR TOOLED JOINT — ? E_E A YS @ 24 0" • /- L.S.`- /E- L; "aM A t� F'. TYP SE 51-17, - 3 FOR tDETA 1 I E 0 N CAST IN PLACE CONCRETE - COVER FOR REINFORCING BARS 1/2' TO TOP OF FILLER – X 4 r.QWT KEYED JOINT ' :, �.:'�Y • : ::.. Y . '. .,. ^:. -:-. - : . • . V-, - 3 Ira 3 kF .• .: . �J:o f '+a t r , , y r 'A4 ' - _ ,• `r ,. - ,.,..,.; . ... i ,.,. , i.,. � ., . Y!k' .�aeI `>� " . 1,s ! ? s �. ry f '• '� � •.ri. d';. t w . A wr +4 `s�,�, a.. Y F ;t,,. ` f tE;' ililllililll! lilllil; iui Ija, ll ��llillll�llllutplIppi ll lpp l i i III�IIIIIIIl Ip . 1 1 - 0 � l l i ! llli; llJ 111l IIIIIIIIIIIII1I IIlll! 0 It'TNS'NCH 1 2 3 4 5 6 7 8 9 10 11 NAX"Ruli+T 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the Aniginal document. REINF. SHALL BE SUPPORTED AND TIED ON CONCRETE BRICKS --- ( ------- : 5t...elH -- DOCK -- - }-.. * — ..— .,, - - -- _ cv 1. JI._.1 F TYPICAL CONTROL JOINT 1 - 1/4' R TOOLED EDGE. OPP_ Sty f. 1: ) 1-4:6/ NT TOP' t .A zS fa% r rr � - FOR REINF. SEE PLANS 1/2' EXPANSION FILLER 1 - AND SEALER ( SEE SPEC'S ) SEE PLAN FOR LOCATION. TYPICAL CONSTRUCTION OR A.T. CONTROL JOINT 5 /O'sf X 12' LONG . BAR DOWELS a 18 PAINT R WRAP WITH FELT ONE END TYPICAL EXPANSION JOINT TYPICAL SLAB ON GRADE DETAILS 4 to I O O.J. --.rJ 1 a \ \P' 1 0 ' tc G E Q .4./ 1 1 1 II 1 1, TOP OF EXIST1t4 FTG EL.: 22-4 I iiff4g y�,,,,i r��7Yt'T0.@�'w • .JO1IJ r —= = o I ho FF MARK FS 1 112) BP 1 4. 1 1 o SID 2 (9/ CITY OF TUKWILA APPROVED o oir BUILDI G MOTE: AA1.1_,I.j..c.;_11304.80PLLTA2-E-x.s:s2e.,■-\12.310711:0' NT° FOOT INIG EXCEPT BASE PLATE DETAILS stpN CC 0 0 0 us 0 c°3 z cc Umi LU ism cn ca' 2 (n (..) la= Ingni cc ILI CO col co '' ;" .,1 ‘ . . ' . ,,, :11 /......;: r?. : < 1 es . 'i .11) 2 , „..,_ ,.,....,..,, ,, i, , :, 4 , 4 .„.,...,,,,,,.,, 4 WA C.1. CC ? 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F" 2 7` OIl a J 01s - r5 - 2.4" 0.G. z..4%.5xrep t5iZAGI hJ 1C) LYMM ABOUT �ENT1vt� OPP. • VERTICAL LIF .PQ0R$. - SEE !I !(o 150LLARO At; • 1 1 • • CONTINUOUS PANEL' EDGE 8 1 NAIL 6' 4' % PLYWOOD PANEL PURL -- BEAM SUfl- PURLIN FOR SIZE. LOCATIO! .3 SPACING SEE FRAMING PLANS., , T (PIMAL PLYWOOD DIAPHRAGM. DETAI T.O. GILULAM EL'-4 • • CITY OF NORA BUILDING PERIMETER Nlio La man CG < cc er Flje • servo cc c 122211 • EXIST BI=` ONU _'\ VERT LIFT DOORS SEE S'5 SGU1='P•F E'ZVII'L. 5 T>: AR R 1 11 PLUS STEEL P Rov1p1. `VtEN "A" LINE OF SOFFIT - 3 1 /14:XY81GOWT N V 1'`Rl -i4 EX t D ALUM' TIC u JOINT 6 1 9 \l f? SEE sP Ga CANOPY SECTION t " E '- v 'r • � EXIST WALL PANEL- DETAIL. i ;/2" = IL 0„ FM- OF GONG, WELL- PAt\l 1.. REGLS1 Vy SEALANT GOUNTa.R FLASH'NGI _ '!~LM HiNCa- _ NEC?F�RE N> ci -05urC f i� �� G L-OSU SI -NT t 5 /16; 1 x 5" CONT. Vs// V J EXP FO 24 "az. R 5TEE,L tRoOfw PANE_Le5 50Fr'IT PANLE.L T5 -EA ft:AY 1 'I 2.- 5 a 0" '- --_- -- 11 5 11 f O G. iC r., E TA t LS �. MTAL. r ?OO PANEL5 tLQSlr t Nt:S y �--- -- wr T 5 X I I W/ c- ;/4- "c 501 ' ( y4" (21 FUR SPAC I `I SEE R >~ FLAW OW& Sea 1 1 L 5 x 3 x5 t t5TW FF A M ES W ' /t Y l~,P NT 5 x 8,5 t FRAMES 1 13LO.K OUT WE5 FOR >PtEL D i:Ne'I..1) ( t3CELTEPA c:O ! N. Oi 1 IONA i.. ) IJTT - N N TO R W I---'S l•5X3X. NT G Q N'' -8 ' I "Fk.MS 3E W, iN S RT &-) 24" OC. 1Ca CCONC 601.0. PROTECTION .e.;01- TS (.0(69 NG PANEL. - yea 1M5' 1 -rr — _-- . _ _ __ . 1 3 eX l X.15_. II, STRUCTURE. if 'Remove EMT ' FASCIA �A T SCALE 3/32 -0" 1i ON3T NE.W SECTION 11/ w LOH 45-0 ?.0- CJ nr 11 5 RE LOCA I Y Yr. . r••+ 1OL)N Tr=y L I - 1 T "--- -- I 11 I REF LEC SOUTH ELEVATION SCALE 3/32 " =1 -0' srrucTu p ----- -�-�_-- FLA5H N4 INT GDVEIV #Y E.LASTO MEDIC Mt eMfRANE. kf PLYWOOR N 1 3Y Tttri . (TOP OF DEAM \ND ELK, �- GLU PLIRL1 N r �." 1 OF T 20' r, .- fi r, r ry 45 - O 1 25- (o" "" ,r c0 1<klocK o! rr ..kIe.L.$ FOla I LL TURe r R'S TYN 2.5 Co '1 G I 11 2,5 -"Ca C O rlr' i T re.. PA. 111� L (ITT" FAc I ri D) ---- CANOPY- SEA IS 9147 Ir F EL 27' 0" t1= iAILe4RITD5 " W4Z5 SIM, , ! THE A°TW' ale TOP I S w/ ,RO.CtESSED ANNCWOR DOLT NEW FASCIA- MATCH OX I5T, EXIST FA5CIA 'rY P G. O N t\MC.7r ROIL. TO .TORi11 SEWER DETAIL PARAPET-WALL iOh." = O ibAY5 2 'G "0" OP g? .,.1..• OPP 1 f5AyS 0 -O 11 TOP OF CONC. EL 5i ' d FIEL.1") VERIFY - Top OF f5 .=Ak1 • 11 l �� 45 - 2.11-4: < ^ 11 - 1_4 r, CO - 1..1.. L AN T �� !.� fir, i i• � 1 1 111 � " 1 � 1 � , '� 1 1 111 1 1 I . 1 1 i111111 1 ►111 +11 0 1e rigs INCH 1 8C L 9Z SZ *B £Z '!1111 Iii 1d l 1hi! Ii1! l! II!! 11111!IIII !i i IIIiI! 11 i1111I' : 1! ,, iP`K,i%il?Yi44 � $ ..'. 1111..1r11111111111►11II 111111 1111 111 111111111111111111111111"111�11 11111(111 11Ii111 111111ii1I1l1111/1111�'1Ii 1111111 1111111111111 1 /111►IIIIli11111$III 3 4 5 6 7 a 9 10 11 MAIJC 12 MOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 7 IZ 03 Fi el L I ?ii'1, l 9l GI +ii El Zt U p ! (, 6 9 L 9 s II!11'!!!!!I+PIIIilli11 101 :i!111111!!'li!1! 1111!1 k1111111111 !!i1110111!'il. l!Ilili ;1!1!1,0, I 1 .: }11 .... i!i!!III!!lllil!il!1!II 11 ! '? Ilil . jiiithilji!!11111.!11111H + l C " r 4 0 1 !111 I! n111!, llitllll!11l11111111I11!lili!1� T o p OF N W ) Fig N1 'L 1 1 . 011 x all N 5!_ . ZD U ND C,I, NORM DRAIN T� 1 .011 FOi•i BA E �It) NORTH SCALE 3/32 " = GoL.,LE,c - r ICON 150x Ai,/ 4" X 4" O V Ct LC?W-- ---�.. cVoNC WA I.-L, PANEL _____-- ••--�"� 45c 4" P,VV S' TS ARMOR C& E•A 11V`,lL TO 51 - G ' 1 / VI a" STRAP- - FA TEN TO WALL L Vv, 2 • /2" A .'. ALTERNATE NO. L 511 T!JF "°= 7 -1 — - a1�1�n1®1aa.- 45 20'- 0" i 1 1 A OPP. 25= Gu` \\ J a SECTION - SCUPPER AND R W L 9PAE I (7 9L.TaRNATE 151r.) -FLA.Skli�iG -� 4 SEALANT TOP 4 511") Es Top QF • Rb ANA co a Ls. 2 9 '- 4" A F F PFk11T fnTER BUILDING PERMIT APPLICATION SUBMITTAL DRAWING EX1$T 15L. 5E -YONp rrr 15:. 11`11 CITY OF T; vuA C{t`Y Or tSLA APPR0 TU (E NOV A I19'10 6 1 1L0I4. , z 4 il. CO 2 0 0 �•• „ever - REGISTERED' nitiC1 » UURSMAI SiAit OF WASHINGTON cr w w z z w a v ua F T v w (In cr (45 U O cn a s z x 0 • • t2331i i9 t TYt IN sEQTS roc r CANOPY 1: R'AM ES SEE PAC. S2 FOR SPAC 1144 (TYPICAL N.5.) 1 2 * 5 2 - aND of KEY(r5) �tI NN5.RTa rOR ' '4" 96 150LTS Fb.2E FAC ) SEE 't2 /SG 1- IORtZ, RZINF. r �� / STD. eaa° �oolt 1 (7t121i1 A I.:TEiz.J&rE • 4" ELEVATION PANEL G) H t`2 " ± PL. AK.] • 11 DETAIL iL 4 "@ 24 5 A'GM.Seds -G 20 -p �2�O d' 8 t ° O I I ter --> ice. P ELEVATION PANEL A 24- io" Back- u P BAR A;-1D S AL.0 ,LT sae SPECtF1CATtct t t, -0" 414 > t -i ll TY PICAL. i n •t h W 2 � a . a: 1-• 2 o N, • N? C 1 INSERTS i! G " ©,G. FOR 1 4 1 11:MArDE.p f3A1R -SEE SECTION ION bl /ss OF CON1'lEC T IOtJ SEE ELEVATiOi.1 PANEL TYPE "A" rosy. LOCA.T /OM. • OMIT c co121 D EtJbS c9 . r 2 - SHIM clvOUT AG R.c.Q' D NOTE: 1 SEE ELEVATibL1S FoR • t _g ELEVATION PANEL By G ELEVATION PANEL J 1 tt 2 5 _ O x•551:1 .. . ,i �' ', \• :. r _ 3•t: „ • TYPICAL P. C. CONC. PAI.tE.L GC�I�Itif =.G'# ° IOW TO F(.3 . 4 Real u117E PER PANIal. SP&CE EQUALLY. •; ;; :Std v: "3. DETAIL tl 3 /a X a x O cam, ( OF pTC�. >r PANEL. ,_.PANEL „ 1:? /t r • g SPA 4' -0 v. ZQ J 2 0" 5u ( 1. 0 ,1 • ' 'I et -Q" PANE.L"BII S'9" PANEL t1 e.." *A \ _ 3' _ � j ' a R �.lEU �� - 2 STUDS i L .3%zx3t /2xt/4x'_ f• 1 /4 4 x 4" x S I O vi t;r1 2 - 3 /4 h 0 x S" STUDS C 8o/c a • 1 TYP ttl vl O z � 40 g fY 0 O t ELEVATION PANEL D SEE ELEVATIONS FOR, PA t 1. 51ZE 8= G> VARI; $ FOR " EINF' 5E� THI END ONLY VARIES TYP SEE ELEVATIONS FOR PANEL size e)-0")( 5 1 o' Kk1OGK OUT PAN L. 2 46, TYP Av 4- c._ _.-� Co (A L- TERNATE. 2x4 KEY PAPER JC)INT ALLAROUNr or PL 4T a' Q.ND CANOPY r r�,a,rt�, - _ CAMP N!JT OR TI- E DFb :t.;S5 T FO 3 / / 4"# BOLT \VE.LDEID TO Ft IAA "xa ' l x p t _b 'I /. I 's x E STU DETAIL twsErrs F()12 3/4" a'+ SOLTS (P.5.) SEE £ ?/ SG - 1t.1SERTS FOB: CAKIOPY FRAMES SEE PWG. 52 FO l SPACD G (TYPICAL N. S.) y 2 . 11 I , a!I 2x 4 KEY 4 PAPER JOINT ALL AROUND PLAN SECTION 2 r I t 41 4@ 10 t.A, WAY PLAN SECTION 1 FQR c I 1 1 PLACE L4VELER p r 5LA1 WALLS PLAN SECTION *4e IQt'O. C. EACH WAY TYPICAL *5 X5' 4 EA.' GO OR (TYPI • I #4 c ID" ac, EAGN WAY (TYP) �nK KEY LEVELER � z � � 5 _ - - ----_� 5L.AI5 -5 T1F U.rw,o, PLAN SECTION 1/ 1 w li a zi ----- a--0 -� 2 11 .Y' ELEVATION PANEL E APP OR LOCATE. • #4 @ IQtI EA1GN WAY 2. #5 0 2X4 KAY #4e ido. z-# a• -/ $ t. C SD: SECTION 1' 1 '1'1'!11111l11111111111111I1111 1111114 1 I 0 18 INCH 2 I 3 O€ Cr 8e J_Z 9Z SZ +73 11111 {111161111l11611111l 6666{ 61161611666 61!1 1 1i �11ll�lil6 ±II!! 11 �1�1 11r111 11 LEI 111!111111[ 1111 `111111111`.illl 1111, 111111111 . Il . i111I1 . Ill . '111111l 4 5 I 6 7 $ g 1 O 11 NOTE: If the microf doc ument is less clear than ibis { notice, it is due to the qual o f the triginal document. ZL 1Z OZ' 81 81 L! 9 1 S +11. C Et • 11 �. 6 8 L 9 G 7 E Z '116 11111 }�)1��II midililll iii{ ili illl ihilh ollililo odiillll !imnilil6llil!iIIII!{!lil` iii li 11 i I II � t l I I. I I Ilillli.f1111611 lli,l61JI1 ill{ illl�llil {Illi�lllllil�l M � ' � ..'� r . �K.' : ^+.'}' w �� Y .+•� i ..4 - a, ' h' q Y�{• �. 3! . xd . { :.•-• •- 1��'�� - 6ti E' r� " v.�,� a 0 :'r f.,-� f l - � r r ` 1 .?y 'nr nq . �"7Y, ,:.,�r • �r�.'�^i .. ry. Q i� p . .'1JC >1 j /'� . +� +j� �{:• .a.� r -: + � T T .•�� .n � <I �1 , 1 �.: �.e� ". y„i,/° K nt �k�', r,i t .s ��� C i�� rt i. � f � rw . ;•It .. .... -r� � lf.: Y.•�J Y w Y'- .YA� �J '£'4^ '� � h.v:.✓ '.:Y";. .. t, .- • it 'TOP 6L,.A15 x KEY TI- I1RE.ADE tt , `NS S I� G, A` (!.. S I DE Ir oPtN I N C� FOIE 4 },ARs SEE. EL-5V.5. A !✓�p� SP'AG I�IC &( : QG . .I) H KTe) NATE - \ TI -IRE I7 i'J INSMRTS FOR ,4- 4 ISO I.°TS S I.M. L VAT IONS FOR SPAC. I N RNa FQR. 0004, SEC 12 /5a ELEVATION PANEL F • • .: �e�d,.�•�:, " :. t�.. ;,.:.x. *fix.+ ?.r "ci. 2 5 *4e '&24 rA.WAY ROOF a L., VARIES ES .7 7 FOR CONNECTION sr.K. sSCYIQN I'MZEIRTS 15 OPTION,\!- SECTION 2x 4 Kay AND PAP V. R AL-L- ARioUNO CITY OF TUKWILA P PPROVED . NOV )19°0 7 1 AS 8 NG DI L a • N 4 • 2 IJA i " _ t tr this 0 et as' z 0 (15 a x w IJJ W x CC eLct 0 h CO CC wan. CI LU act V ENGINEERS ---- 4 i • 2,4 K Y tE - ._._71._./11,7 • t2331i i9 t TYt IN sEQTS roc r CANOPY 1: R'AM ES SEE PAC. S2 FOR SPAC 1144 (TYPICAL N.5.) 1 2 * 5 2 - aND of KEY(r5) �tI NN5.RTa rOR ' '4" 96 150LTS Fb.2E FAC ) SEE 't2 /SG 1- IORtZ, RZINF. r �� / STD. eaa° �oolt 1 (7t121i1 A I.:TEiz.J&rE • 4" ELEVATION PANEL G) H t`2 " ± PL. AK.] • 11 DETAIL iL 4 "@ 24 5 A'GM.Seds -G 20 -p �2�O d' 8 t ° O I I ter --> ice. P ELEVATION PANEL A 24- io" Back- u P BAR A;-1D S AL.0 ,LT sae SPECtF1CATtct t t, -0" 414 > t -i ll TY PICAL. i n •t h W 2 � a . a: 1-• 2 o N, • N? C 1 INSERTS i! G " ©,G. FOR 1 4 1 11:MArDE.p f3A1R -SEE SECTION ION bl /ss OF CON1'lEC T IOtJ SEE ELEVATiOi.1 PANEL TYPE "A" rosy. LOCA.T /OM. • OMIT c co121 D EtJbS c9 . r 2 - SHIM clvOUT AG R.c.Q' D NOTE: 1 SEE ELEVATibL1S FoR • t _g ELEVATION PANEL By G ELEVATION PANEL J 1 tt 2 5 _ O x•551:1 .. . ,i �' ', \• :. r _ 3•t: „ • TYPICAL P. C. CONC. PAI.tE.L GC�I�Itif =.G'# ° IOW TO F(.3 . 4 Real u117E PER PANIal. SP&CE EQUALLY. •; ;; :Std v: "3. DETAIL tl 3 /a X a x O cam, ( OF pTC�. >r PANEL. ,_.PANEL „ 1:? /t r • g SPA 4' -0 v. ZQ J 2 0" 5u ( 1. 0 ,1 • ' 'I et -Q" PANE.L"BII S'9" PANEL t1 e.." *A \ _ 3' _ � j ' a R �.lEU �� - 2 STUDS i L .3%zx3t /2xt/4x'_ f• 1 /4 4 x 4" x S I O vi t;r1 2 - 3 /4 h 0 x S" STUDS C 8o/c a • 1 TYP ttl vl O z � 40 g fY 0 O t ELEVATION PANEL D SEE ELEVATIONS FOR, PA t 1. 51ZE 8= G> VARI; $ FOR " EINF' 5E� THI END ONLY VARIES TYP SEE ELEVATIONS FOR PANEL size e)-0")( 5 1 o' Kk1OGK OUT PAN L. 2 46, TYP Av 4- c._ _.-� Co (A L- TERNATE. 2x4 KEY PAPER JC)INT ALLAROUNr or PL 4T a' Q.ND CANOPY r r�,a,rt�, - _ CAMP N!JT OR TI- E DFb :t.;S5 T FO 3 / / 4"# BOLT \VE.LDEID TO Ft IAA "xa ' l x p t _b 'I /. I 's x E STU DETAIL twsErrs F()12 3/4" a'+ SOLTS (P.5.) SEE £ ?/ SG - 1t.1SERTS FOB: CAKIOPY FRAMES SEE PWG. 52 FO l SPACD G (TYPICAL N. S.) y 2 . 11 I , a!I 2x 4 KEY 4 PAPER JOINT ALL AROUND PLAN SECTION 2 r I t 41 4@ 10 t.A, WAY PLAN SECTION 1 FQR c I 1 1 PLACE L4VELER p r 5LA1 WALLS PLAN SECTION *4e IQt'O. C. EACH WAY TYPICAL *5 X5' 4 EA.' GO OR (TYPI • I #4 c ID" ac, EAGN WAY (TYP) �nK KEY LEVELER � z � � 5 _ - - ----_� 5L.AI5 -5 T1F U.rw,o, PLAN SECTION 1/ 1 w li a zi ----- a--0 -� 2 11 .Y' ELEVATION PANEL E APP OR LOCATE. • #4 @ IQtI EA1GN WAY 2. #5 0 2X4 KAY #4e ido. z-# a• -/ $ t. C SD: SECTION 1' 1 '1'1'!11111l11111111111111I1111 1111114 1 I 0 18 INCH 2 I 3 O€ Cr 8e J_Z 9Z SZ +73 11111 {111161111l11611111l 6666{ 61161611666 61!1 1 1i �11ll�lil6 ±II!! 11 �1�1 11r111 11 LEI 111!111111[ 1111 `111111111`.illl 1111, 111111111 . Il . i111I1 . Ill . '111111l 4 5 I 6 7 $ g 1 O 11 NOTE: If the microf doc ument is less clear than ibis { notice, it is due to the qual o f the triginal document. ZL 1Z OZ' 81 81 L! 9 1 S +11. C Et • 11 �. 6 8 L 9 G 7 E Z '116 11111 }�)1��II midililll iii{ ili illl ihilh ollililo odiillll !imnilil6llil!iIIII!{!lil` iii li 11 i I II � t l I I. I I Ilillli.f1111611 lli,l61JI1 ill{ illl�llil {Illi�lllllil�l M � ' � ..'� r . �K.' : ^+.'}' w �� Y .+•� i ..4 - a, ' h' q Y�{• �. 3! . xd . { :.•-• •- 1��'�� - 6ti E' r� " v.�,� a 0 :'r f.,-� f l - � r r ` 1 .?y 'nr nq . �"7Y, ,:.,�r • �r�.'�^i .. ry. Q i� p . .'1JC >1 j /'� . +� +j� �{:• .a.� r -: + � T T .•�� .n � <I �1 , 1 �.: �.e� ". y„i,/° K nt �k�', r,i t .s ��� C i�� rt i. � f � rw . ;•It .. .... -r� � lf.: Y.•�J Y w Y'- .YA� �J '£'4^ '� � h.v:.✓ '.:Y";. .. t, .- • it 'TOP 6L,.A15 x KEY TI- I1RE.ADE tt , `NS S I� G, A` (!.. S I DE Ir oPtN I N C� FOIE 4 },ARs SEE. EL-5V.5. A !✓�p� SP'AG I�IC &( : QG . .I) H KTe) NATE - \ TI -IRE I7 i'J INSMRTS FOR ,4- 4 ISO I.°TS S I.M. L VAT IONS FOR SPAC. I N RNa FQR. 0004, SEC 12 /5a ELEVATION PANEL F • • .: �e�d,.�•�:, " :. t�.. ;,.:.x. *fix.+ ?.r "ci. 2 5 *4e '&24 rA.WAY ROOF a L., VARIES ES .7 7 FOR CONNECTION sr.K. sSCYIQN I'MZEIRTS 15 OPTION,\!- SECTION 2x 4 Kay AND PAP V. R AL-L- ARioUNO CITY OF TUKWILA P PPROVED . NOV )19°0 7 1 AS 8 NG DI L a • N 4 • 2 IJA i " _ t tr this 0 et as' z 0 (15 a x w IJJ W x CC eLct 0 h CO CC wan. CI LU act V ENGINEERS ---- I • • t2331i i9 t TYt IN sEQTS roc r CANOPY 1: R'AM ES SEE PAC. S2 FOR SPAC 1144 (TYPICAL N.5.) 1 2 * 5 2 - aND of KEY(r5) �tI NN5.RTa rOR ' '4" 96 150LTS Fb.2E FAC ) SEE 't2 /SG 1- IORtZ, RZINF. r �� / STD. eaa° �oolt 1 (7t121i1 A I.:TEiz.J&rE • 4" ELEVATION PANEL G) H t`2 " ± PL. AK.] • 11 DETAIL iL 4 "@ 24 5 A'GM.Seds -G 20 -p �2�O d' 8 t ° O I I ter --> ice. P ELEVATION PANEL A 24- io" Back- u P BAR A;-1D S AL.0 ,LT sae SPECtF1CATtct t t, -0" 414 > t -i ll TY PICAL. i n •t h W 2 � a . a: 1-• 2 o N, • N? C 1 INSERTS i! G " ©,G. FOR 1 4 1 11:MArDE.p f3A1R -SEE SECTION ION bl /ss OF CON1'lEC T IOtJ SEE ELEVATiOi.1 PANEL TYPE "A" rosy. LOCA.T /OM. • OMIT c co121 D EtJbS c9 . r 2 - SHIM clvOUT AG R.c.Q' D NOTE: 1 SEE ELEVATibL1S FoR • t _g ELEVATION PANEL By G ELEVATION PANEL J 1 tt 2 5 _ O x•551:1 .. . ,i �' ', \• :. r _ 3•t: „ • TYPICAL P. C. 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I Y 'S ,. � : Y r ':,� �� �„ y !F c� t '✓ > : aa�., �� �,.�s� `� �� ! ,.. * �� �, ,.� «Y,r,.f s�`'"•i ��f5, .�.... >. .. _ 7r "�!'.. .. ,?! s:!i'�1�'.R ,r „ ?� r*'"it `�;•r. ...�!i SrA.1i. ��'.•%'. l %.. 4 r, IIIIII! IIII111 `111111IIII!1111111111Il11jIj 10 11 Kii'ftl7ERNAHY 12 1 : %1fY r....... DESKS LN OADS WIND LOADS: QQN.CRETE WELDING EARTHQUAKES LOADS: FOUNDATIONS • DOUGLAS HR -LARCH NO..2 (2X JOISTS, REPETITIVE USE) gainialiBLMBALNOM STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE 1988 EDIRON OF THE UNIFORM BUILDING CODE. CONCRETE DESIGN IS' IN ACCORDANCE WITH ACI STANDARD 318 -83. STRUCTURAL STEEL IS IN ACCORDANCE WITH THE 1980 EDITION OF THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR 3UILDINGS." ALL CONSTRUCTION SHALL BE SUPERVISED CONSTRUCTION. PER 1988 UNIFORM BUILDING CODE, ZONE 3. BUILDINGS UP TO 400 FEET IN HEIGHT SHALL BE DESIGNED IN ACCORDANCE WITH THE 1988 UNIFORM. BUI LD ING CODE, BASIC WIND SPEED ` EXPOSURE IMPORTANCE FACTOR �1.0 LIVE LOADS: ROOF, SNOW LOAD ( +DRIFT, SEE BELOW) 25 PSF a RECEIVING AND STORAGE AREAS 250 PSF ROOF FRAMING MEMBERS ADJACENT TO PARAPETS, WALLS, AND CANOPIES: IN' ADDITION TO THE ABOVE, SUPPORT DRIFTING SNOW LOADS. LIVE LOADS REDUCED WHERE PERMITTED BY AND IN ACCORDANCE WITH THE 1988 UNIFORM BUILDING CODE. FOUNDATION DESIGN IN ACCORDANCE WITH REPORT SOILS AND FOUNDATION INVESTIGATION BY DAMES & MOORE, DATED SEPTEMBER ,14, 1966. DESIGN BEARING PRESSURE 2000 PSF. ALL STRUCTURAL CONCRETE SHALL ATTAIN A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL CONCRETE SHALL BE STONE- AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT UNLESS NOTED OTHERWISE ON PLANS, SCHEDULES, OR DETAILS. REINFORCINgSTEEL REINFORCING STEEL ASTM A615, GRADE 60 WELDED WIRE FABRIC, ASTM A185 UNDER W1.4 W1.4 AND OVER .mjcT EEL EXCEPT AS OTHERWISE SHOWN ON STRUCTURAL DRAWINGS, ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A36 (fy = 36,000 PSI). ALL STRUCTURAL TUBING SHALL CONFORM TO ASTM A 500 GRADE B (fy 46,000 PSI). ALL WELDING SHALL CONFORM TO THE PROVISIONS OF THE AMERICAN WELDING SOCIETY CODE AWS D1.1 -€6, "WELDING IN BUILDING CONSTRUCTION ", UNLESS OTHERWISE INDICATED ON THE STRUCTURAL DRAWINGS OR IN THE SPECIFICATIONS, ELECTRODES SHAL:_ MATCH BASE METALS AS SPECIFIED IN AISC TABLE 1.5.3. .' RS ALL WELDING SHALL BE PERFORMED BY CERTIFIED. � WOOD GLUE- LAMINATED, COMBINATION 22F -V7 Fb Fv - Fc Fc Ft E PLYWQOD . STANDARD GRADE WITH EXTERIOR GLUE Fb = 1200 P$ NQ,ON B UILE,IN RECTIOt THE SEQUENCE OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND HE SHALL BE RESPONSIBLE FOR PROVIDING ALL TEMPORARY GUYS, BRACING, AND OTHER SUPPORTS AS NEEDED TO SAFELY RESIST ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LOADS FROM ERECTION EQUIPMENT AND ERECTION OPERATIONS, AND WIND OR SEISMIC FORCES COMPARABLE IN INTENSITY FOR WHICH THE STRUCTURE WAS DESIGNED. ALL ERECTIONS AND CONSTRUCTION PROCEDURES SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES AND ORDINANCES, INCLUDING THE PROVISIONS OF THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDING", EIGHTH EDITION. COMPARE STRUCTURAL, ARCHITECTURAL, CIVIL ELECTRICAL AND MECHANICAL DRAWINGS. IF ANY DISCREPANCY IS FOUND, NOTIFY ARCHITECT BEFORE PROCEEDING. k w A CC. GoN G Ft ETE. ANP 13Dt.TIMC S HAI...1, - IBS ,. , Fl c, T > ' P K U P C &T I OM 0 )00 SCALE: 1"=1E-0" TYP EXCEPT A • Fb = Fv Fc = Fc -- E -- CITY OF TUKY1LA APPROVED% NOv 1 0 /A (fy = 60,000 PSI) (fy = 56,000 PSI) (fy = 65,000 PSI) SION 2200 PS 165 PS' 650 PSG 1650 PS 1100 PS 1.6x 10 PS. 1450 PS. 95 PS 625 PS 1000 PS; 850 PS 1.7 :i 10 PSG z O sawa- z a CO x 0 z LU CC z 0 Cr) W 2 t.9 Q O LLI h 0 •N 0 ' of 2107 WIt1.1Ali. F.'e • S1ME OF WAhlNGlU11 • 8URM R MODEL CRV CRV B-6 CRV 13.10 CRS' 8.12 • I GAs- •FIRED RADIANT I . d 'Yd5•1-OM C VAC.L)LJM 1 rl ,.... 1-_- u M 1 . j / 2 HP, .12w V, 1 cl) O { 4- - - T (A DD ALT. I*1) :..._.._.._._- _ - 1I r i•t,1 & / f I *fete. L -I t, ' 1 u•1 ' 1 1 01 7 .. 2 Il 14- 11 /Z1I- ` It 3/4" --- Ir. 1 IN CD 1m 1\..... ° 1 1 C7A5 FIR ED RA iArN sYSTCNi THEt M0'TAT. CA ' E 510 OR ADD.- A LIT. ) t,1 AE,ANDOt4.1 C1;' ?''•5 ' IN ____ PLACE:.: Ra;MOV E AS RI Q'D. Ft: 4z ;GoTRi.JcT: CExPO ENDS MUST CFOS (BTU /141) 40 EA .000 BO ' C i 20 ,00O 0 MA:XE SIRE 7NA'.E MOWER FODI T1Cu IS N L.UCcRDAME WITH ARFsi1N CAST ON SCROLL_ GRIG4 TO IGt is BUM 'ER UNiT5. tiOTFf MAKE ALL VACUUM ADJUST ISC2ILS AT PWP G MPER t a AT ENO VENT. ,,,€ I f.i.....r\"' ...x � 0101.. _._...._.._.._._ OD VENT PART NO. .1-013.676-04 G•O4 3 -076 - 676-08 3-Ct3 •G76.08 3013 G7'+ta VACUUM PUMP REAR VIEW END VENT SELECTICN MOW; ' I IOENT X i NR G� eux Yt11ITE BRONN END VEST SELECTION " r. 0101.... y,(,4 4i- 4' NO- - ::S CO UR II% a 0 00 00 0 0 00 00 � a 00 O \Q ' •o p 00 \ C, \ \ o0 Oro 1 ADDITIVE ALTERNATE ## 1 ExT�N� CG? TO GR APE. T•E 20.4Po . -0101... +o<aezecr .00000o0ogouo t„:>0.aoopt/ Ooo - "OoGaa0e0e�0 a0o0 occeG i �ct0 OPTIONAL Pt.' % 9 . 4-0/3-121-00 00 • `Cs ULM Ftl,iF' 1"--- OI SC?, FetER$ ° 9 ° o MOUNTING ANGLE o 0 � w,GIC ROTAT KAN ) O 0 0 0 j•_r. Cl ASSE1 Bef 0 0 t`s.r- : escl'o 00 9 -• c R rzou 4" To - - T'© NEW Co"s. .I.E. ±2:3.ao usY.;.s.::C;✓ 4' A•.S CF.f AR PIPE wITH ° 4 -C!3- -00 B4R0 0101.. -. 1 • C.c�. I , I t � 1 6 11 GAS - FIRED RADIANT SYSTEM LEGEND Fe ro in. RAD;AN T PIPE WITt -4 LENGTH II�tIDIGAT�.D. TAIL PIP WITH t_5NC�TH IN DiGAT - E IU . 131.3RNtw2 COMELJSTIC)N CHAME,E =R WITH, 55 i 'EM (A) 4 UNIT NS (1) INDICATED. ' A PA 4.1 TY AT 60 e,Tt..1M EACH, TN RMOS T A T WITH 5`(5TeN /I IN D ICATe D. "- 4(55 - •I••• o.,. 0101.. OMar eM 0101 1:1 st '0 1 I 1 .-. tIx_ - _ - - ' _ ___ -_ - -- 401st`! -_______._4{1 * - I J. 1 I I 11 ;F$R E, 1 i, I-1: 1.1-1_ L CA es. 1 .5` 1 V 1 C.4. PfCH D:S HAS' ME 1' F0! 10- f 4' ABS L'7S0-1.RCE PPE YitTH BIRO SCREEN IQ • 01' ..7.Jf No FINAL. ENC,T'M OF RADIANT 4 'TAIL. f $Pa.5 51--1A LL. L_ 8 IN AcI C)R,DANce. WITH MFGR 'SHOP DRAW INC5,, a IMPORTANT: GRADE ALL RADIANT ut s i' PER ?0' MINIMUM - CR ADE ALL TAX. PiF'E UNES 2' PR 2d-0 MINItdu?,1, 0 4-914-L22-CO FLEXIBLE STAINLESS RADIANT MiO TAX PIPE }i.5,1/E LINEAR EXPANSION WITH EACH FIRItG CYCLE - KEEP CLEAR OF STATIONARY OBSTRUCTIONS. LENSTRS OF RADIANT M0 TAR. P1'E MUST BE OBTAINED FF DM SYSTEM LAYOUT. PUT REFLECTOR 5.PPORT HALF WAY $ETWEEN TUBE A:tO REFLECTOR HANGERS, EXCEPT AT Si • ,IDE JOINTS. NOTE: DRILL_ HOLES IN REFLECTOR TO MATCH HOLES IN JOINT PIECE MI USE e lO SHEET METAI. SCREWS icV CONNECTIONS. usE 4 QA STEEL (1010 TueItiG FOR Rt.Du,!iT LINES. -- AVERAGE SYSTEM wEICHT: 4 L?S. PER FOOT WITHOUT BURNER AND CC.tJB CIiAtiBER. i23 -.L*7tTD u USE 4' CIA: PORCELAINIZED STEEL CFDIO TUBIt.G F0:'1 TA1t. PIPE Ur:iS, NOT E F :J„tcE Au. VACUUM ADJUSTMENTS AT PUMP G. MPER. tiQJ AT END VENTS Bc ?r" • EFEC R eft P Cif • 4. • � ECTO • 3-' oe E E REFLECTOR ELBOW COMECT ICi'1 1 1 1 1 L 0 R - 9CI- CGI-0O SHUT-OFF 1tr,LVE .1C ts 7 7 4 STEEL C %S LINE $' w� TYPICAL REFLECTOR CONNECTION DETAILS (CPT 'CAM . PUVP OISCHAM)t F ERSE MOTOR F0T: T ON) 4'-MEr c€ - •4` NO -Htj8 COI.PUtG VACUUM Plyir P TOP VIEW 1 4 too 3/4 "- • VACUUM PROVNG SNITCH AND VENTED CANISTER g - � ,.. v ' ! • (,i 1 1 GAS- FI■>r:D RADI,NN'T• YS T E j C VAC U LJ P P. I/2 HP, 120v, Id (e)A5; 'BID) If 38 • 3- E' €O- 325-00 MAxITF;OL Pi>=SSI. E F GLI_ArCR (2 -S 1 rr1T -I a'rmzE BALL VALVE . 3•-o 3.67G -Cu END VENT (SEE DiART FOR SONG) RE c1GH Chu) 4't.,,a TUBING 0( )1 Mlle •1.. r I) I I I l - 1 eKHAU T FAN F -I . m Dr TAI L. „�wr .. C•rpR *3 -02 1-09400 010 rior5�'a PIECE REFLECTOR TEE Cct*ZCTtOti a • 001 000 40110 sugJEr�s 4 c- RADIA PIPES AT CG7 L.. U 1M1 N F. S ADP AL-T. 44 I. JUNCTION COx .Y1 rH / G; ;curse PECEPTACL4 LOCATED .1 , W1TH1U 16' OF J NCT1OU EOX • OH 3URt Jt. e 1 . 9 f c , BURNER END VIEW WITH GAS TRAIN • 3.013127 -CO CC%.t: ING ASSE MBL`f. 1 1 1 1 0 .L i. 0100 a.. 4101 _ 000 O (58 C- (7 1') ago .� Ow. .1.. USE MTI1L' FLF.rttc•tHED -t- SERVES AS ot;coN *EOr TEST HOLE FcR is ;t;C? /.ETER TUBE REIUSTALL PLUG AFTER TEST 1 addle els& toe aro taw !am* .01- 5 M - e___.•■••• ti 1 1 N 1 1 2u''a.D, FRAM CANO rY TO 5 5. LOW RA D Rl . Mqv . Ut4DERFL_o0R L.11 , 1E, A5 Rea' D FaR cc) t°45TR .JcTION 4 PL p4 'OPEN END OF 1 ...:'T D. SECTION OF REFL CTOR AT ffjc1o11 SLIWFIT NOTE: AtIOw o 41..m• s r - - .e)<I TING SPr .IN AL_ vALve PIr1NC FOR CA REMOVED, Cv WITH. LOcA TE D RI*OCCItPM•.rd1.31sst e1 4 3- C27 -503.c 0r; `3 - &03-01 RF- F1ECTOtt fREFLECIDA SUF'OR T 4 TIMING OR PIPE AS SPECWF IED' mituknA4 OF I6g CLEARANCE FROM CENTER (..f: PIPE TO OE3STRUC ABOVE FOR BURNER REI;OV,`J.. 000 000 400 rw sM r )rB ALJ_ THREAD r:c0 1 1 J FIRS •i -HOSE CA(5INFT I ENO VENT att ENO PURNER otd( 5/ 4" T (58 (, ILL H NOP'( 7 tbE '3 CQ7- E03.40 OR ':ram/ -5030 REFLECTOR fr" 2/0 tditewt.1 Ctu+.lri WITH BE..:1.1 Ct1.WP SECTICN Cr REFLECTOR AT TUX AND REFLECTOR HANGER TYPICAL SUSPENSION DETAILS 1,•1!.IU :.1 2•z' Ct.EARAt;CE ,1- 4:0 To YtAl,l. 0 0:1St (RUCTION ... , 01 01 :. -7 • � J1° ` ry ON END BURNER„ • 1-x:1 : ,. :n.i -r r "nu BURNER SIDE VIEW WITH TUBING COMBUSTION CHAMBER TYPICAL GAS- FIRED RADIANT SYSTEM DETAILS SCALE NONE 1 ALARPI SEL..L..s - URY- P1!PE ALARM YA Lye, E DE I 1 Aga -FIRtgD RAD AN`r 16) e V c uu .ipLiMI P. I /2He) 12-0Yr•i (58 5 - 4 C I I • a' TL'O!NG OR PIPE ws .5 M -�.� - AS SPECIFIED , TUBE AN') REFLECTOR HANGER 3/4 211/ c -1 3/4 11 1 1 1 1 J r r =� ko- e*1 A -6 2/ M;N;MuM CHAIN "-17'1.1 Lr- 3 BOLT at) WASHER g11 p'ifzE DEPT., RAPIA BASE BID SM ELEvATiOt--1 27,0o MECHANICAL PLAN Mir SCALE: 3/32"=11-0" 11 04111 010 4110 0110 00 110•10 Noe) 40/40 1110/4 000 111•0 41•I0 4011 *WO 4040 13 A EXHAUST FAN DETAIL SCALE NONE ow or an mut MY Mb 0•10 FIRE SPRINKLER DESIGN CRITERIA OCCUPANCY, ORDINARY, GROUP 3 iNSIDE HOSES, 150 GPM OcirSIDE HOSES, 750 GPM STATIC PRESSURE, 145 PSI • RESIDUAL PRESSURE, UNKNOWN DESIGN PRESSURE, 40-45 PS! AREA OF PROTECTION, 130 SF DURATION, 60-120 MINUTES AREA OF OPERATION, 5000 SF DENSITY, 0.28 GPM ITEM STORED, LOW FLAMABILITY • STORAGE HEIGHT, NOT TO EXCEED 12 000 000 1 1 1 1 VMp.ITIL.ATOR. CO. 3648 OR APPKOvE.Q MINIMUNA boa Corp esste 11001 10111 41011111 0.40 f›Ee DETAIL.. 5PR.iNg.LER 1-1E/NC), ALARM VALVE ) DELL _4. PIPING FOR CANOPY TO 5S FIRE Ho'5e PL.AN FIR'S PEPARTMSN'T MOUNT ON WALL AIbC)VE ALARM VALVE e "To WATER MAIN 111111111111111111 1/111 11111111 MI111111111111111 11111111111111111111111111 0 le MI INCH 2 111 , 1 0 1 1011 1 )11 1 114 1 H114[ 1 7;1111 1 , 1 11IIIIilliirdM i dnill i t i l l ,ffillilllin I NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 4000 1114111 MOTE 5)411 112 AO tol 1 1 1 1 1 1 1 1 1 liremmiormsansisaminenarsouso 1 • 1040 140 MID MO 000/ 0110 kemove 2"6.D. PROM CANOPY TO 13e.t....OW LINE- .asomath 5m T ---------SM--m--j r7+ 4 A ARM rd rr AIR I DR"f- PIPE ALARM INDICATOR 1 ( 5 91 r INN ow i -6:. 15007 UP To Above RAIN LEAPER. 4) 054 y CONNECTION Stel HeADER. AT CoLumN e5/W. COCK. AT HEADER 05 4Y VALVE FIRE SPRINKLER RISER DIAGRAM SCALE NONE (SA/ BASEBIO ALTERNATE # :' #1 WET-PIPE , 61 / TE TEST VALV NEW 'Pico. ex FIRE PEPARTME.N 51 WI A VACUUM PutviP, HP 120V BUILDING PERMIT APPLICATION SUBMITTAL DRAWING CITY 01- To:o,Ailk.A PERMIT CENTER soni !I! 0 sct 0 LLI 0 "ma UR/ imam 4 4 FFRGUSON & SONS 13767 + /�O i of F• wl.a y,n /28.5 111111 . 1115 COB NO 9 220 OA* -- A6 Ae7.9�e. r f�rshed .�" /oor Ce/V /Cr' Zcx7oOr7 Veoc..' ( ed . 7 4 0 /e/m) 0. it/E A.do/77vN da 40 ..5Cc : "= 11044.56' 4vck Cenich go , ..17A/ fop .7A v 18. CITY OP • 1 r'1 l t.1 PEI�,�,rr ;;ENTER 111111111111111111111111111111111111111111f. 411111111111 11il1i(iM IIllill II !(lli lIill ili( IIIIIIj( Ilii!( i(i li{ Iji(' Ill 1illilli1l 1lil1l1lll1illCl1l1illil1;illl} 0 i �e Twa rkeM � 2 1 3 0E sz e, �a �z 5z hz Ez . ‘* ; n' 4. - ?z I II !Milli!! .I {i111: illli1lllii ill 111lli11�1!IIl!fllllilll, !�ill�lll'iilll �iY 9i Gi 4 %a ,%�S :ry ` } J: f, SC „f�:•� 4 S 6 7 8 9 10 11 '44” W "A,.Y 12 NOTE: Iff the microfilmed document is less clear than this notice, it is cut to the quality of the original document 8 L 9 h E Z 1 vin 0 ��,1��11111111�1i1 I. l 1111 . f �lli�! I••, i�lll��Illllull�l)I!i►1�III l)ilill! Vnw ^fA,A�Y 3 a, n m.5.a;:4t :8J:.7rh.S+∎4∎:;•iti'1 4'.4a/l.`:;.i' :::Y 122211 GQNNaGT To VACUUM: PUMP 3 / {�F, is QV-- PROD D - ?A, 2,P . t W i Disc, 1W __ as:o...AM1P Pi tillers S �l NEM 1 t . 1 x"1'1 MOTOR ` '1'� ° + 1k MR SQQ UA .t.l, N V ' C, f DD /4-7 e;)°,)\ y i RELOCATED WALL. DRAGKET (AL°t 1) / NO. •a0 Dock Leveler • F . 1 t LOGA 1 E,'1D EMT I_ 16114T Warehouse Lighting Warehouse Lighting Warehouse Lighting Warehouse Lighting Warehouse Lighting Warehouse Lighting Warehouse Lighting (Alt. /1) Exterior Lighting Space Space Space Snare 1?D re e_ A Y R L9GATE GHA R 1 exI5 r . CIRCUITRY t .` A R TO GL.. AF 1 � 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 NO. LOCATION: wa rehouse p5; SERVING: Addition CIRC,Vi ._ -ekkiE Ic 1UA CONNECTED LOAD: KVA AMPS LOCATION: Warehouse SERVING: Addition Receptacles Receptacles Control Circuit Radiant System Control Panel Air Compressor Space, Space. Space Space CONNECTED LOAD: KVA AMPS RCVS 11$CRfTrii► KYA ADDITIVE ALTERNATE #1 3.7 3.7 3.7 3.7 3.7 3.7 3.7 1.9 0.7 0./ 0.2 0.8 1.1 PANEL E3CHE1! ULE DEMAND: ••1...1...11.... AMP 20/1 20/1 20/1 20/1 20/1 DEMAND: 1- 3- _ 5 � 7 --- 9 1•f- 13= - 15- 17- 19= 2 -r 23-- 25-- 29- E L8-re -NO AL-1: 1 f 5 ( - 2 � '-- 6 - 8 - -10 -12 E-14 -•1`b --16 - -2 - 22 - 28 33' =: - -34 35 37 -^ 39 = 41. ^ d= -- -- 42 PANEL SCH E:OWLS 1 -- 3- 5- 9 - � 11 13= 15 --'' 9- 21 23- 25 27- 29 - 37[- 33- - 35- 39..- ^ 4Q 41= - -- - - - �--42 r = 2 4 6 -8 -10 ^-- lb - 2d =22 24 2 - -28 32 20/3 6.4 20/3 4.5 20/3 20/3 '6.0 30/1 30 /I 30/1 30/1 4.5 1.7 1.7 1.7 1.7 ........... ....r.': " 1111- ::K'.:. Will, II{ RELOGA fE.1.11D 1. WALL e. ► . f� iI Vacuum Pump Vacuum Pump Vacuum Pump Vacuum Pump Space Space (H 481/277 Roof Exhaust Fans Dock Leveler Dock Leveler Dock Leveler Notts: circuit breakers serving lighting loads shall be listed for snitching loads and marked "SWD ". it -.l • ....._.. 12C/208 VOLTS 3 - 0 4 Virs2 50 AMP MAIN Breaker , 20/1 0.9 Receptacles 20/1 0.7 Receptacles 20/1 0.9 Receptacles 1 1 1 DEMAND LOAD: 13.5 KVA 37.5 AM 1:3 aAvs ,•y,Gt��l;y��'r , '�''..� . VAGUU)1 PUk1P 4 P' r NEMA . ET ICI '3'O"1OR . ;�" A , . -:awl -- R a .41 o T H H CU N /� _ -Ci -- L-. T,5 G' A K VOLTS 3 0 4 WIRE 100 AMP MAIN 3reakr 30/3 .13.5 Panel 'DD' Transformer CEMAND LOAD: 6R.7 KVA 827 AMPS 1 ( _ 4 -;ONNEc T TO ROOF . 1 4AI1 rr- FAN .31-1 _ .48 Q A NEA w. Atit OE. ..F s _L31� 9>. _.:131 MCA' MQ TOR , ..fAR'i C' _ 4 1'1 !t, 15 NORMAL LIGHTING EXTERIOR LIGHTING DOCK LEVELERS MECHANICAL RECEPTACLES EMERGENCY LIGHTING = 1.2KW @120 VOLTS, AMPS = 10.0 ELECTRICAL LOAD CALCULATIONS • 25.8 KW • 1.9KW = 21.0 KW • 15.0 KW • 5.0 KW 68.7 KW ( i =- MQ•LINT D GK . I..1C�WTT (TY�P ''I: r -A DJAGE T TO PU4tLex 1 P) - Q UTL..ET RECEPTAWLE(TYP I __.u.. __ _ -. ,, .., - _ - - _ . - ,�._ n - Cam: ✓ _ P ! �' . PAN et. 5QARD5.'FO. t�lw t�tA I1 1 12DLO&ft Ea I .11,A1-1K OUT E..M "i i3OX S LNGY.. GI R fiLLITR'e, . PULL :.1ILW i2. GONDUCTO 3 .� T .. R,,U .5x15 -', E.M R .. , -r0Nl' PIT e)AGR+� O ANEL. "XIt'.'(APPROX 475 1ROVIC>1 1 -Z 7 I P @ 480/277 VOLTS, 3o,4W, AMPS = e2.7 , ,?^ ? • ;► J O A A ft- _: J17.:Y2 5 • A. 1 • , ' rte) .;GUN .70 AIR OQ f E I4WR .1w V ?'ROVI Pig. 3C?A 2 EMA I 1 i5G, 1.�. . '►! el P . _0.E ..56555 ONNEGT. TO. VACUUM PUMP PE NDAN - r MOST -N' n FIXTUE E TO. V7 .r-.P ('D?Pt) ......... ... .......... NOT TO SCALE POWER RISER MAN 2 RM , DRY 13T 4 '062:1A OiJ R`1 ( H3 SASE BID 35 _.:RAD1ANT 5 STEM r . N..TRDI... ANLL. . Se II► Opt W e ft 1 ... • TYP&,wALL PRt1'R.Y 208/12.OV. I r KVA. 5 Rc • t., • As H 6OUt.Z.v. inN tRAGKi T e• A `s' 5 4;` 241' r}" PINN al•• `17 TRANSPc7RMKR :s .E POWER RiseR • 1,1 HTIN FIxTU�iE SCHEDULE 5e6-- Ft-.A J • poommal A PENDANT MOUNTED HIGH BAY H.I.D., DIE -CAST ALUMINUM HOUSING, AZAK ALUMINUM REFLECTOR, HPF BALLANT, MEDIUM DISTRIBUTION, 277 VOL rS. B PENDANT MOUNTED INDUSTRIAL FLORESCENT, 4',2 LAMP BAKED WHITE ENAMEL, WIRE GUARD, 120 VOLTS C RECESSED H.I.D. DOWNLiGHT STEEL HOUSING, CLEAR POLYCARBONATE LENS, HPF BALLAST, DAMP LABEL, 277 VOLTS. D INCANDESCENT DOCK LIGHT, ADJUSTABLE, WALL MOUNTED, 62' RFACH, ON /OFF SWITCH, GH' CORD /PLUG, 120 VOLT. EXIT LIGHT FIXTURE, BACK E MOUNT, SINGLE FACE, GREEN STENCIL LETTERS, WHITE POLYCARBONATE HOUSING, 120 VOLT _PA+NE L. I:)5' I ooA / %p r Plfac01301 .. sWrfc.l - '^// . 100 AMP C. L , t✓xisT1o‘ 71strgtavtrav SW1TC1 c' ' MOP 4) r5'r AI3OUTE #CHA 400 -MH- 277- M 1 & U UTHONLA #AF240 -WG3- ES LITHONL.CL #464 -100S PHOENIX #01- 300060 -3 CHLORIDE #EAC- SG -1,A ' A 3 4 5 6 7 8 9 NOTE: If the microfilmed document is lees clear than this notice, it is due to the quality of the original document. 'III�III'iIi�Ill�ili�i 1J 11 111 '/=1 /11II I eI I I I I 10 1' ► 4oE4IOEnwIrr 12 (Li 2- F40 /CW /SS 1 -150 WAIT/ HIGH PRESSURE SODIUM; COATED 1-150 WATT /R- 40/SP FURNISHED _ 1 NtDANT MOUNT TYPE.' ell PIXTi e, s?" A.F 1 -400 WATT/ METAL HALIDE/ COATED • 2 . .:_4 :lea Ak , PROVIDE ROOK i I.. ,VapER 3O A 3 P, 400 v, . N E A .I W/r 4,0 �,?. E .__ . pus s (,TYP,. 14 LOGATI O '5} . 'CON E T - re) PocK : _L.EV LER. GC,?N'rRO E FTAEL 1.:1. N ltir� . . 1,.(2 . v ~ . Dice re BASE BID ALTERi4ATE #1 lete.ci4 crYPicAL) 7-4.01%4NaCT TO VACUUM PUMP FIRACKM.T.-.- MOUNT PiiiMIT CENTER BUILDING PERMIT APPLICATION SUBMITTAL DRAWING Ei cn Lau cc Cn Et cc tu icx Ivan to= rct 041 cc es,