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HomeMy WebLinkAboutPermit 6304 - Hartung Temperline - Building ShellThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. 6304 Hartung — Temperline 17750 West Valley Highway RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 173, 176, 180 DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 55 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. I - 24 - PERMIT CEN"FR I .igagiL ACTIVITY LOG z0 L &4 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 z PROJECT: AZICJ L`10, Tempeat, Lfl ADDRESS: 17750 \A), \4LLEl iI 14 CONTACT DATE - 2q -91 Gag _,./..irommwirre...., „mire /lt��L.�1 �.0 �/i . �i St;•.. �.! /. �// _: 41 /, " r 62.tatrzki ,Z4 0.ateiVoy Ccetle • atead J 7/J1 e/ 4T A o�-dP�.� ., ,d / / 4 (/ - � 1.7(dd%rAaetf:,)2 k X e rrt- /60/ < 5K ! r -Pt,, out ii -t' .,. u - Y/1(n. O, AA Wou& ,k Q s .xa e,, A -p�+em►f M�� env it 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 INITIALS -`" • E � � III -N r B 1 • year 1988 SETBACKS: N - S - E- PHONE W - FIRE PROTECTION: Sprinklers 0 Detectors 0 wA UTILITY PERMITS REQUIRED? x0 Yes [) No trough Publlo Worka) ZONING: M -1 BAR /LAND USE CONDITIONS © Yes 0 N CONDITIONS (other than those noted on or attached to permlt/plans) 3207 C Street N.E., Auburn, WA ZIP 98002 WA. ST. CONTRACTOR'S LICENSE # p0EC0I *247QZ EXP. DATE II ARCHITECT Croon•uist Architects PHONE CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT N0. (.03 DATE ISSUED: SI A R S USE SIGNATURE: I1 - 13 - qo 17750 W Valley Hy PROJECT NAME/TENANT ASSESSOR ACCOUNT # Hartung- Temperline 362304 - 9097 -02 TYPE OF U New Building Li Addition U Tenant Improvement (commercial) 0 Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct new office /warehouse building shell and all related site improvements. Copt- ('(.)M{'l IANCE " Retail /B -2' FLOOR SQUARE FEET 1st 15,416 2nd TOTAL Storage / 8 -2 SQUARE FEET OCC. LOAD 514 15,416 OCC. LOAD Warehou SQUARE FEET 54,000 51 B-2 OCC. LOAD 108 SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET 69,416 15,416 84,832 TOTAL OCC, LOAD 622 51 673 APPROVED FOR ISSUANCE BY: .411 FM I ril FIX B PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING PERMIT FEE BUILDING SURCHARGE PLAN CHECK NO.: BUILDING OFFICIAL C 90 -329 DATE: /' 2,579,220.00 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lav 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: 2.f - / 3 - j D PRINT NAME: /1/;Lk Sc., /a., COMPANY: Ha r?'u,v€ 644 SS This permit shall become null and void If the work is not commenced within Y80 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. OCCUPANCY NO. CERTIFICATE OF C ('a Q I' DATE ISSUED: "� ' Hartung Glass PHONE 656 -2626 ADDRESS 17830 West Valley Highway, Tukwila, WA ZIP 98188 CONTRACTOR Poe Construction PHONE 575 -4283 ADDRESS 3207 C Street N.E., Auburn, WA ZIP 98002 WA. ST. CONTRACTOR'S LICENSE # p0EC0I *247QZ EXP. DATE 5 -01 -91 ARCHITECT Croon•uist Architects PHONE 682 -2690 ADDRESS One Union Square Building, Suite 3404, Seattle, WA ZIP 98101 CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT N0. (.03 DATE ISSUED: SI A R S USE SIGNATURE: I1 - 13 - qo 17750 W Valley Hy PROJECT NAME/TENANT ASSESSOR ACCOUNT # Hartung- Temperline 362304 - 9097 -02 TYPE OF U New Building Li Addition U Tenant Improvement (commercial) 0 Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct new office /warehouse building shell and all related site improvements. Copt- ('(.)M{'l IANCE " Retail /B -2' FLOOR SQUARE FEET 1st 15,416 2nd TOTAL Storage / 8 -2 SQUARE FEET OCC. LOAD 514 15,416 OCC. LOAD Warehou SQUARE FEET 54,000 51 B-2 OCC. LOAD 108 SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET 69,416 15,416 84,832 TOTAL OCC, LOAD 622 51 673 APPROVED FOR ISSUANCE BY: .411 FM I ril FIX B PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING PERMIT FEE BUILDING SURCHARGE PLAN CHECK NO.: BUILDING OFFICIAL C 90 -329 DATE: /' 2,579,220.00 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lav 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: 2.f - / 3 - j D PRINT NAME: /1/;Lk Sc., /a., COMPANY: Ha r?'u,v€ 644 SS This permit shall become null and void If the work is not commenced within Y80 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. OCCUPANCY NO. CERTIFICATE OF C ('a Q I' DATE ISSUED: "� ' DATE INIT 10 d Cr) 7 c . bo FO r./ Vi (. -?) G Pellt-117 ti /z V (. AL cam^, C u ACTIVIr LOG COMMENTS _ 0 2 ". ECG" s to c <-c, (ss(.., nice) i � P.-C; k r S C ,.- r., c J , S c / r f c r " ' c; A - Ar c 3 • ' ' i e M/t A n 2r c1D UUP 1 ' c���ra sc.R•Pc' pcAN rV P - 1� ` . Ply' o\c c b - ID rZ c.J . 2 ! n! t i' 4 C. xi- bi A“.. G -tfeve c . e S ce\t '7>2A C S . .77-(C /A( c 7.4 c S SFf C. C:, /■ '( tom FJ 7 T" fl- E' rA KcS Ac's P0N S 10/c e /dS A c'k (S (0�S /{ S /f <S 1)�AJn[ C:E /A/N `€.L.- 7f r 5u C e b S /f (S cC 'S�cd"( � C� r v1314t i Pc.AdI 0 / AIL 44 . .4 u (/ ... ./. r _ 1i!, ! /.•ir ..���L.L Ili _. . / /IA .. a Wff "Gil tier - — _ • • r ' Ai e 1 1 /I �� _ 4 -4. t i. _ .L /.! bI t 4 P �� V A-41 41:41//iik i4" i..L.i. i... �.�. � .#i .! _ 4 ... `_ A u / /,A ' 41 . / L. /. .t t_c_ u. _ AL. _ . : 1 .4 - .4 ....:. . 1 .4 .. / A.41 ... .. ...& I ' , .1 .. .4.4 11- 7 . � . � '' � b trlfr''�9L� 'JZ WgSeit 'te b /4 cJl' L�r C�4CG HicK 6CIOLA <05<o -2<v26. _LA ~rots.. PERMIT NO. • CONTACTED DATE READY DATE NOTIFIED BY: (Init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (Inl ) AMOUNT OWING r �D , ` �a . 3RD NOTIFICATION BY: (Init.) PLAN CHECK NUMBER C KY 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) C4 y�E Ftit 1641 SQUARE FEET OCC. LOAD 5( SQUARE FEET 15416 OCC. LOAD s SQUARE FEET �,0 00 OCC. LOAD lo SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET Vi, I,n 1/ �I I ' W TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. PAN` >: > : ; :: ::,. BUILDING - nitial review (PLANNING PUBLIC YORKS 0 OTHER BUILDING - inal review BUILDING PERMIT APPLICATION TRACKING PROJECT NAME i�cw—ty nJr, :Temper SUITE NO. SITE ADDRESS I (Ai V CIA_ LJ � REVIEW COMPLETED INIT: 11-2 40 (3NOtJ O INIT: S LT Data Sent - ( E - 1 0- 90 ROUTED -t4-W j INIT: G ( 72/ ?0 ZONING: M t REFERENCE FILE NOS.: INIT: Vim-- MINIMUM SETBACKS: N- It Q S� UTILITY PERMITS REQUIRED? FIRE DEPT. LETTER DATE ' : (9 U S ' UCT ;UIR.EIIE 0 111 'S 1NKaE RE ) IBARJLAND USE CONDITIONS? Sly - Yos N S- PUBLIC WORKS LETTER DATED: If ^' e -- 90 INI1 UfiI IIfi to 1Uab Y, -i- at • 1. roved I: I ION (year): cteZ W- VVVV 1.0VMIIIVVI 11171 ✓VMIV•Q /M► I %MAIIQ I •r1 VV IVV (206) 431 - 3670 . DESCRIPTION . . AMOUNT RCPT DATE • BUILDING PERMIT FEE t� , (o p PLAN CHECK -� NUMBER C� _ APPLICATION IULJ 1?1 FILLED OUT COILiPL 1' PLAN' CHECK `FEE . W . t c1Q ?it ?j I i C BUILDING': SURCHARGE X 4.50 OTHER:.' TOTAL - 1 {1 05b6E1 :. SITE ADDRESS c, .t • i i cp `" SUITE # 715 D U-►e-` U.A,LE-`/ f IUJ`-r VALUE OF CONSTRUCTION - `""! = . -: -- 5 aa0 •b" ASSESSOR ACCOUNT # 31v Lt- y PROJECT NAME/TENANT TYPE OF '(` New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: '0 Rack Stora.e 0 Reroof 0 Remodel residential 0 Other DESCRIBE WORK TO BE DONE: ((-) cx>2UC ,n' : 1- 1E= -vJ r" Ic � ,,2 F-4 -i cj((:; -�� e, i I LAD? 0 (n -- eLL- `� /`- yLL � /- 11-; -L -5 ti Tl I A P J ) .(t t-) BUILDING USE (office, warehouse, etc.) ' t - \CLI : .- OFF1 CEyPe -T% L.- NATURE OF BUSINESS: C�Lr1>5 - FA 60 + C e e:- - - T1c _1 (, r 6. g' E- ic..� /f CC Fia,,i} WILL THERE BE A CHANGE IN USE? ,4 No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 64 S ? • Tenant Space: - Q3?, 2 Area of Construction: j. , IF,.. WILL THERE B, STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? JNo 0 Yes IF YES, EXPLAIN: PROPERTY OWNER i -) z-cu f7cr., Ei LA`s PHONE ( ( .fie,• -z, ADDRESS 1 • �r_ w, UGk.- Q-(Q1 11 1,01 i�4 3 LAP ZIle:1 C ., CONTRACTOR --icD i - -L-_ • ; PHONE 5 '- 15 ..(, ADDRESS F)C .-C C / C- � Q- V k b ur fl ( , l ) A ZIP q(C(S' WA. ST. CONTRACTOR'S LICENSE # 9 D E (fl Lf �� l ` EXP. DATE 5_1_ q I y 0 ARCHITECT Gl��- ici >L.I l }7` � { ( %1C , c PHONE -�O:� ' ADDRESS 4 �" C'C- ZIPI tU ::::..:.::T ...:::: >I:::: ' :.. <::.. : ...: E:.. :: >W ER�BY >C�RTitwY. HAT .NA'VE.Ai�D.I!�t�.AMIN�p. : TNI.S At�O ....:... 1�.::....,:::, <TR �RtVD >1CORRECT` > : � .:.: >'� ' ..: # >:.:. ..LY:.� ..:. .. �. :. ' : �`< �>><;>;< �:'«<�: > > ><r<:; :>�<<�< < >< U ANb ii . a.. t#iOp ��a �`t� ,,� Gp 't"MI� E�IIMir�, > .... . . BUILDING OWNER OR AUTHORIZED AGENT SIGNATUR % ` �� _ - , _ DATE _ C' 2 o PRINT NAME �/ l k��` ` J-E-� I " - t x✓ PHONE ��.e�Z --0l _�1 � =, ADDRESS `,: � ` ° 'i l — " 'fc^ p" 1 CITY /ZIP el g CONTACT PERSON _:..� icy 1,...• t-I t 7�. � >� �� til•hl c s F70 ALA .. PHONE • •2e_c_<- CITY OF TUKWILA Department of Community Development - Building Division BUILDII3 PERMIT APPLICATION APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 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 431 -3670. DATE APPLICATION ACCEPTED o)c) DATE APPLICATION EXPIRES 07,0//10 COMMERCIAL RESIDENTIAL NEW SINGLErFAMILY.DWELLINQB(ADbr Completed building' permit application ( h structure► Legal desc dptfon Assessor Account Number Two sets (2) of working drawings :which p Foundation plan ■: Floor Hoofplan BU(Idng (all views Buildrp cross - section. : ::: Structural framing plans ashington Stag Energy Code Compisied utility permit application Six: (6) sets of site plans showing utilities ' : NOTE Building site plan and utility site plan may corn* ycluoi pa, • application and checklist for spa* subrnif4l # !Pd soils infoa►ina p m ay be requlnd Il .alto wndhlons ::. S6BMITTAL CHECliLIST snot' soaf kiss sections showing w all oonstrucdon anti nwthod o attac hment for floor awnd eel g cafoutadans stamped by a Washington State licen eng ineer may be required if structural work is to be done 2 s rE' ll anyup ktyWcrN7a b be abne, subm separate u dl/t y p er m ycd lion and an i.::;;:> i o ;;: ; ;;: i ?i> : ; isi: s z : >:: < >::::: <<« : : is `: <: > >; >:<:> :: >•; P�. ANTENNAI A. TELLITE roof, material ...... remov ulred prior to final Inspection of ead..`stnucture nalsatellite COMMERCIAL TENANT IMPROVEMENTS Completed bulldog permit applicatlon (one Assessor Account Nunn () ets of consbuatlon plaw which in clu R�it7ENT1AL REMODE! ll airy udN., lvu mwtbira RE ietad build ;::.. ng permits „__.�__ .:__ Assessor Account Number Narretiva:desaibinp exi4dri matodaf: InstpM • • _ NOTE A orrti/lc qp litter. i+ oil of lire mit Ro that *Roger and TO: PROM: OATS: SUSJICT: +R - o, i Dee i r D, 1� �C�1nc�vSE � ( CI 1. •r (10 /T2.MEMO) Citi- of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1201) 433.1800 Gary 1. Vanousen, Mayor Fi ThQ ' t Q_ oi) ?Jo 11490 MEMORANDUM \)oLlyQ, 0€ C n ucH on bocexod on Ni .t) F3ukk'n3 i pp -N • 1 , IA to 0 39 = Oct . (Dc) 1 41 (d x 49.9s = L-19 I . losic 54, x# as . oq = [ 1(9a 1 'CloQ . cDO J sr 4 th P.p r, 61 q'3 •oo Pan Clef (3SU.0O To .,� elp 11, . 5 �Jo City of ( -49ikwila ; (P 0 L i PLANNING DOAN/MINT PRE-APPLICATION 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1049 MEETING ATTENDANCE RECORD FOR STAFF USE ONLY Pre-app File # PRE-APP-023-89 Project Name: Hartung Glass Meeting Date 7-6-89 Time 2:30 pm Site Address: W Valley Hy/177 St Checklist mailed to contact person (date): 7-19-89 Initials: BLD STAFF PRESENT NAMES/TITLES El Building (433-1851) Bob Benidicto, Plan Checker 0 EZ)Firqi (575-4404) Nick Olivas. Fire Marshal [i] GOPlanning (433-1849) Jack Pace. Senior Planner GE] [1]Public Works (433-1850) Phil Fraser. Senior Engineer [i] CDParks & Rec. (433-1847) 0 OPolice (433-1806) 0 MOther :': - (433-1851) Becky Davis. Permit Coordinator 0 CiOther ( - ) 0 APPLICANT/REPRESENTATIVES PRESENT Contact Person: Name Al Croonquist Company/Title Croonquist Architects Address One Union Square. Suite 3404. Seattle, WA Zip 98101 Phone 682 CHECKLIST PROVIDED Others Present: Name Frank Tran Company/Title Croonquist Architects Address One Union Square, Suite 3404, Seattle, WA Zip 98101 Phone 682-2690 Name Company/Title Address Zip Phone Name Comoany/Title Address Zip Phone Name Company/Title Address Zip Phone Name Company/Title Address Zip Phone Occupancy Group City of PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206)433.1849 PRE - APPLICATION CHECKLIST BUILDING DIVISION (construction) FOR STAFF USE ONLY Pre -app File # PRE- APP - 023 -89 Project Name: Hartung Glass Meeting Date 7 -6 -89 Time 2 :30 pm Site Address: W Valley Hy /S 177 St CONSTRUCTION INFORMATION 19% g[ 1. Comply with the provisions of the Uniform Building Code, X85 Edition (as amended). icel g[ 2. Comply with Washington State Barrier Free Code, -Mil. Edition. (■[ 3. Comply with Uniform Mechnical Code,-1985 Edition. g 4. Comply with State Energy Code. Provide energy calculations stamped by a Washington State Licensed architect or engineer. N14,5, Z.c. SEcoNO >=DIT1oN 1liCL ONQ 19ei3 AtAstioMeNYS. g[ 5. Provide licensed Washington Architect stamp on construction drawings. gt 6. Provide a soils report, stamped by a Washington State licensed engineer. X 7. Submit structural calculations stamped by a Washington State licensed struc- tural engineer. g 8. Obtain building permit. X 9. Obtain mechanical permit. Roof top mounted equipment requires structural calculations stamped by a licensed engineer. O 10. Obtain grading /fill permit. gC 11. Obtain separate permit for rack storage. Rack storage must be designed for seismic zone 3. A licensed structural engineers stamp will be required for rack storage 8' and over. 0 12. Obtain a sign permit (TMC Title 19). U 13. Special inspectors will be required for g 14. Notify Building Official of testing lab hired by architect or owner (not by contractor). g{ 15. Obtain approvals and permits from outside agencies (see attached misc. and outside agencies checklist). • Electrical permit and inspections through Washington State Department of Labor and Industries, 872 -6012. • Plumbing permit and inspections through Kind County Health Den rtment, 587 -2732. O 16. King County Health Department must approve and stamp plans for restaurants and food service facilities prior to submittal to Tukwila Building Division. O 17. Provide plan submittal per requirements on attached plan submittal handout. Tiff 4R41 /TEGT or¢ ECG /NFl12 ING,yq/QgE OF 7/ME 677eucrimex DIESigg woKK d0c4GC. lg. 18. /pelh/De /N NE , I . `' /p • i , - G - .1- • . h . • 1?.ED t EG. ? o4 AID ANA orHet tmaA/ 'J04I. ovequecno N5 Rya /RED. El 19. O 20. -' ,4e Checklist prepared by (staff): Date 7 - 89' Occupancy Group 3. ■ City of Tukwila FIR! DEPARTMENT 444 Andover Park East Tukwila, Washington 98188.7681 (208) 575 -4404 FOR STAFF USE ONLY PRE - APPLICATION CHECKLIST FIRE DEPARTMENT (construction) Pre -app File #PRE- APP - 023 -89 Project Name: Hartung Glass Meeting Date 7 -6 -89 Time 2:30 pm Site Address: W Valley Hy /S 177th St CONTRUCTION INFORMATION The City of Tukwila has adopted the 1985 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) i93 (l 2. Fire hydrants will be required. (City Ord. #729) Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a struc- ture; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) (A 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for appro- val prior to being submitted to Tukwila Fire Marshal for approval. Submit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1141) 0 5. Maximum grade is 15% for all projects. f1 6. Hose stations are required. (City Ord. #1141) [I 7. A fire alarm system is required for this project. (City Ord. #1327) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechani- cal smoke removal per Section 81 of the 1985 UFC. [ r 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.301) { 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. d 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) Q 14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) g 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101), El 16. Miscellaneous requirements' rn42fAt , Z7 4 get' ru"t �� a ) �u /.u� e/.~1 x7 tcte44) S. — 6.4e4' J i s /5U 4 17t� 'N1 1� u ctc.�C.1c Checklist prepared by (staff) : OLva-- Date 7�S—/jf City of Tukwila" FIE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 PRE - APPLICATION CHECKLIST FIRE DEPARTMENT (inspections) FOR STAFF USE ONLY Pre -app File # PRE- APP - 023 -89 Project Name: Hartung Glass Meeting Date 7 -6 -89 Time 2:30 pm Site Address: W Valley Hy /S 177 St Occupancy Group 1. Underground fire line from vault to riser a. Thurst block and rodding b. Type of pipe c. Depth of cover d. Flush e. Hydrostatic test f. Fire Dept. approved plans g. Materials and test certi- ficate El 2. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing 0 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans [] 5. Fire alarm a. Acceptance test b. Fire Dept. approved plans 6. Hood and duct inspections a. Installation b. Trip test Checklist prepared by (staff): INSPECTIONS REQUIRED BY FIRE DEPARTMENT Q 7. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit El 8. Flammable liquid room a. Location b. Fire protection c. Permit El 9. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width E 10. Fire doors and fire dampers a. Installation b. Drop testing Ey / 11. Fire final a. Fire Dept. access b. Bldg. egress and occupancy load c. Hydrants d. Bldg. address e. Fire protection systems (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 12. Other a. b. c d. e. f. g. Date 7/4/ City o ukwila PUNNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Checklist prepared by (staff): FOR STAFF USE ONLY LAND USE INFORMATION O 1. Compliance with the Zoning Code (Title 18). [ J 2. Obtain the following permits /approvals: (applications attached) _ Boundary Line Adjustment Building Site Improvement Plan Comprehensive Plan Amendment - Conditional Use Permit - Design Review Design Review - Interurban - Environmental (SEPA) Planned Mixed Use Development PRE - APPLICATION CHECKLIST PLANNING DEPARTMENT (land use) Pre -app File # pRF- APP - 023 -89 Project Name: Hartung Glass Meeting Date 7 -6 -89 Time2:30 pm Site Address: W Valley Hy /S 177th St Zoning A2--,/ Planned Residential Development Rezone Shoreline Management Permit Shoreline Management Permit Rev. _ Short Subdivision Subdivision - Unclassified Use — Variance, for (� 3. Proposed use complies with zoning? [J 4. Structure meets setback requirements? O 5. Proposal meetings minimum parking space standards? [[ 6. Roof -Top mechanical equipment screened? 0 7. Site plan complies with landscape requirements. Q 8 • .} 0't ,4 (Wki4 1 4 0 19d5dAp Q 9. O 10. Q 11. Q 12. CJ 13. [j 14. [i 15. Q 16. O 17. Q 18. [� 19. Q 20. Yes No Yes No Yes No Yes No Yes No 'Li..3v'i ' 1909 City of lUkwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Public Works Department 4331850 Pre -app File # PRE- APP - 023 -89 Meeting Date 7 -6 -89 Time2 :30 pm FOR STAFF USE ONLY Project Name: Hartung Glass CONSTRUCTION INFORMATION El 1. Obtain the following permits: Channelization /Striping /Signing Curb Cut /Access /Sidewalk Excavation (public) Fire Loop /Hydrant (main to vault) x Flood Zone Control, Hauling (2,000 Bond, Cert. Ins.) 1 "`E-crc> . , - W Landscape Irrigation IZLr+u'N Moving an Oversized Load 1UMtuN u Sanitary Side Sewer 4 L(11 Checklist prepared by (staff):( "SAC Other F PRE- APPLICATION CHECKLIST PUBLIC WORKS (utilities) Site Address: W Valley High @ approx 177t1 Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) Water Meter (permanent) Water Meter (temporary) [� 2. Water and sewer assements may apply. and will be determined during the utility plan review process. 0 3. Provide sidewalks per Ordinance #1158, #1217 and #1233, or obtain waiver. 21 4. Provide traffic analysis for: 2iP (1 TIr TLD`�1 �A. Cult- RSA -TlQN �lN LL`ILD a {4J ih ioLuvr use �AU1r. El 5. Provide developers agreement for: u) ALK I KNPIZtuvtMEI'IT C �, e r� ATE U i I1E ice; CAT I4, F 4 K Q I 6. Provide Hydrological - Geotechnical analysis. caw►iglr INIq 0 7. Review traffic study prepared by 0 8. Provide plan submittal per requirements on attached plan submittal handout. Eil 9. 1 CWA(31t t D ACC. E :`7S t=OR HA(CTUN r GLA S F C , h1PANY Q 10. ACCESS ENsE T s Q . 11. p1 v 1 r7 c w c3C t\V A IL.A i 1= Ru "(LEN oNi 12. - ( 0(.1 , C; [[ 13. T'(2_a. SF 2V [ 14. N•) Q 15. 11 - r h (� �..` �' Z Q 16. O 17. [J 18. Q 19. [j 20. L I I-t 1+.1 C 1-+-1 ' S 4, I L. L. 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C,pZc.�G� c�Y 1 q `Zv T ou 6) ttau vxWct u�a Uo,tm outz6 hew& joltovi. )4c u/oiLta,/ et_ 141 L 1.4 -w./62.4d c 7 = e r Adi ;; c )tyiin4u,i4q, u &e- t -m X1.2 � ( '�. loth (WI I .2,,ral o v 0, - met.44, oike,teA, •- wet Zola at _ and Lteou - yit a.t EG G WAN I'•- n? cal 5* duia watoAct ikadtu c;i0 Lull,t4disti 6c,10 16i, - Teo ah.eaci V4t wa kt- ,tJ 6itatA - CC yvuA 5t `'Ll a4 nn t y► d 1 / eif0 ,,i c *0 a i ,i i D32. It? i L LQ O A ! . Gamin • - cetoi` t , ,'.3`1gc a clay o u caa,et t fi-tov cee Oci'ola - `Una 1.7v ob-tam. c%- L,6a.o ction, i 0100 6 64a-e4 - "0",vdayi ntusei t" 12e mum yc iee PROJECT: I i ,d -, PERMIT NO. J (p,� 7 SITE ADDRESS: "J , ' I �/ V F�'t. C � 112(J DATE CALLED: 7- 2 TYPE OF INSPECTION r 1 L / _ DATE WANTED: - ^ Z L..�, I D.. SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: 0.6) - 9, ) �-- INSPECTION RESULTS /COMMENTS: 7 P/ INSPECTOR: AM, 410A11-\ DATE: 7- 2.5"-c4 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION ) RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: kr Ail'1AA/ PERMIT NO. Lor j(� . t U w., SITE ADDRESS: I £ u 0 l'" v _i ' -, DATE CALLED: (.0 `, �I TYPE OF INSPECTION: _ ' I V i, DATE WANTED: D - - 1 , SPECIAL INSTRUCTIONS: � REQUESTER: J K...A/V% ., PHONE INSPECTION /COMMENTS: ('� ,L,..., ,L,..., G r r.. r 1 y . / 4 / v /�.e/r c , ' ri c -1 [ zi k-) /_ RESULTS / �� c o , . , , /�` / , Z �r 9 .-- .4? ©� / ' J / /.A / - � / �-r% � l_ i t _ I j za 74 /�� ® D r�c� v a re, Y) / - - r9'-,A ' -aez !! ‘.-e L,i'f -- 'l 7 4' �� ,<r.. -ac I S cL^ L i _. f� • � i' 0 ��p Gc 4.5 / L1/ 71 `s - b?c,. 4 , - - S L' `-, I e�- :1 cp -''7J ,-' e "te -- -- -see/ / '4 / c rr� ,?//4` - o � <<4) r� z h7? ,lam // 149 / � `JG �_ij �-,e0v L • / rib 1 7 r' -/ "' �. '7'l � ?r / /"./ X / /6 ./ G. eke./ IIraDEemR /a... - _., _,n -e,3,- DATE: _.. 7 5 . .r L ,.. ,, . dadiiiihio CITY OF TUKWrLA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 4&447 AGALflE Glass Company, Inc. 17830 West Valley Hwy., Tukwila, WA 98188 City of Tukwila Building Department To Whom It May Concern: C RECEIVED CITY OF TUKWILA JUN 26 1991 PERMIT CENTER June 26, 1991 (3oq Berm i It is understood by the undersigned that the two space heaters located on the bottom floor of the retail space at 17750 West Valley Highway may not be used when the space is occupied by a tenant. The heaters were installed as a temporary measure to keep the sprinkler system from freezing. An alternate heating system is now - being considered by our architect, David Kehie, which will conform to city requirements and accomodate future tenants. Nick Sciola Owner (206) 656-2626 PROJECT: ` '7 � " /}i1.� PERMIT NO. & 3 SITE ADDRESS: / 7 DATE CALLED: -- --- // / TYPE OF INSPECTION: DATE WANTED: 1 SPECIAL INSTRUCTIONS: REQUESTER: �a . _4 dA _. PHONE NO.: f''` C/ INSPECTION RESULTS /COMMENTS: , . G Gi/ A 0 k_S' . 4 � —C , - i j • 1--/.0-f $ 0 c — a 11 cow,, to ix__ x `y— 5 I i. •- - - - - -- 11 - - •. _ _- - CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: At v .. ..1,, . - l 47,e, PERMIT NO. {.33 (9�/ SITE ADDRESS: /7 7 /, , (4 / /,e DATE CALLED: TYPE OF INSPECTION: DATE WANTED: 6- /3--9/ A SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS /COMMENTS: S �.de 19a /thi JVc. „ °7 n . ......., CITY OF TUKWILA c, „iiiiiii6 Dept. of Community Development - Building Division Phone: (206) 431 -3670 f! Y x INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OF TUKW1LA 3HFfL'as�nsWfi Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PERMIT NO. GO 501 PROJECT: g(i mA, {� . , SITE ADDRESS: b v/ _I I_ , 4 1111,/, Ari DATE CALLED: r- q/ �--- -� TYPE OF INSPECTION: ''rryL i / DATE WANTED: G - f g / ' pm SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: 2.'5 (r- ID gQ INSPECTION RESULTS/COMMENTS: , y INSPECTOR: 11. . 4 — ,..►Pon DATE: l' _ `1P— CITY OF TUKW1LA 3HFfL'as�nsWfi Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ►_,�.•� .... A _ r ; „AA) PERMIT NO. i J SITE ADDRESS: 1 7 7 f:) . 1,0 IQ l � .� DATE CALLED: .- z g--' / TYPE OF INSPECTION: (-.l Q i v` DATE WANTED: pr". •.. 7 9 // ` rm. SPECIAL INSTRUCTIONS: REQUESTER: REQUESTER:-7y-7 � ; /c,/ PHONE NO.: S / - e) ED C�J INSPECTION RESULTS /COMMENTS: l� /7 6 c� l'79/.4 , / �,•-"1� 6 . „ .) �. / � � t' ji ,.,Z.2,1,.,,,9 e ms c-- 1 le.-- // e^ ., . // " y INSPECTOR: 4 .v_ _ n iit. " --, DATE: ,....... 2_9 Mg* 7111"Aika441 taftintie AtorAwwa.eit6vo .teo.n».k+.«•,,... -.- CITY OF TUKW/u Dept. e:f Commun nt y D e ve lopment DhMlalon INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT ,f2 ,l G1 NZr PERMIT NO. ( .3 v q SITE ADDRESS: ) - 7 750 ) . 1,(1 e _ '��` 1 ----, � l �� DATE CALLED: 4 i '— ) •--- C l / . TYPE OF INSPECTION: �n- Q�(K.t� '' � / � /� , � ,,,, _. DATE WANTED: ( r-- .3 " "� •.r. , I Q ,� ? SPECIAL INSTRUCTIONS: I - . REQUESTER: �e, - PHONE NO.: "? 5" f -- Q X' k INSPECTION RESULTS /COMMENTS: ;4 C — .-�, " v/., . "e_ 7A i e -i ✓ y1� 4e , ee ye. 5 /, , ,G,� i72, A / — «, �, G .e -..�, 41-3., "74 - ../C 4_ -� -' ..40 .� ,4-e INSPECTOR: i'.f.. - ',.Gi, .4/rz DATE! --7 --4./ CITY OF TUMCW/LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: /t ,(,r . G) PERMIT NO. 30 £ SITE ADDRESS: ( '7 T ',(J. 6i . z ' 0 , DATE CALLED: ,. - 7 — G1 TYPE OF INSPECTION: (') &u-. / 7„'.30 / DATE WANTED: '5- O p -- j o ;m; ` - SPECIAL INSTRUCTIONS: REQUESTER: L �--- PHONE NO.: 0. y1.9 c) INSPECTION RESULTS /COMMENTS: 4 /2 'C' ' j \-- t-1 1-i c-Chir --- ''.-6 - 1-7-- ry(-N-N, Ke_ug k .'"11 ,� � ' INSPECTOR: -, L (., DATE: f CITY OF TUKWiu Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 4(5-6-vv-et t J e'Ct. �, PERMIT NO. (a %3 0 4 SITE ADDRESS: [ 1- I D - 6 IV. J' ,ep,, _ 44,0-7, DATE CALLED: � -- / 7 `" ", TYPE OF INSPECTION: 7 /'�.a -72t -alt. / i DATE WANTED: 6 --- ; .,/,0 6/1 SPECIAL INSTRUCTIONS: REQUESTER: (e Y) 2 - 1 PHONE NO.: 7 -- i9 ADD INSPECTION RESULTS /COMMENTS: F - n Pm\ 1 (s OF EN Y14 -01D .5-3 A ,) 9 P i -»' km�c— n,) roc- c .t APPrt -r, * 9 A— 1 ,,inuL( t ) '1 A G ‘.,C', r) N.) O�l .�r7ti . INSPECTOR: ` .l 7 - - DATE: � --� DATE. S -- 24 - A CITY OF TUKWILA — • Dept. of Community Development - Building Division Phone: (206) 431 -3670 C� INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: rillf. PERMIT NO. SITE ADDRESS: 0 w ( ( 11 PTV DATE CALLED: ` TYPE OF INSPECTION: ' :I� DATE WANTED: -/ --' SPECIAL INSTRUCTIONS: k51&'V A ' 1( !1+ ' REQUESTER: ,L � PHONE NO.: 2' I - 0 sco INSPECTION RESULTS /COMMENTS: e , ,.._... Avr E,",-,-._ 0- 4644- ): 3 C'ti. , , ._.. ?.. f. ,,.L .X . Iu OCIPTI o• 1-.% 152_- non. ,-- (4 • -2 I CITY OF TLN(WILA Dept of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 LSD nlzv+mrrt�ra�re.�.�w.� INSPECTION RECORD aTYOF TUKWILA DDept. of o j u iy e - Building Division 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PERMIT NO. (0 3 o el PROJECT: c c fi 6e a 11 SITE ADDRESS: 7 k). DATE CALLED: , 5 q- c TYPE OF INSPECTION: ay..c 6 (�,(,. DATE WANTED: 6 -- / 6 -c3/ SPECIAL INSTRUCTIONS: J REQUESTER: .jr.-yri. PHONE NO.: / .-" 6 ?Y2) INSPECTION RESULTS/COMMENTS: A o ' , p.. , k_L ,1 -- i? fr.--E i-' z- /2.6 .- f2 ,- 2 ,/, S, / �,c,' i LSD nlzv+mrrt�ra�re.�.�w.� INSPECTION RECORD aTYOF TUKWILA DDept. of o j u iy e - Building Division 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: —& 4 , 4 t PERMIT NO. I De- SITE ADDRESS: / "7 7C (N' t ' DATE CALLED: TYPE OF INSPECTION: ! ' /\I. I ( ' V / DATE WANTED: s q I g SPECIAL INSTRUCTIONS: L REQUESTER: PHONE NO.: , 5 C) I 0 INSPECTION RESULTS /COMMENTS: - 41...x- - ,1 �`�`' �--, 72-1 �f- ca ,, k , y( ,•� La .� INSPECTOR: '" ". DATE: 5 2. ' 9./ crrr OF T(HCWlu Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 :Mg r :x erasmm¢swrs, CITY OFT lifil Building Department 6300 Soylhcentsr Boulevard Tukwila( 98188 k (206) 4 . -.1670 ,r c Type of Inspection Site Address J Project Ra,...4rIA.,,.0 Requestor Phone # Special Instructions Inspection Results /Continents: • vn . i-s s 6.4 Nra PERMIT # ( -C' x04 Date Date Wanted - 2 -' H C L, et, r .. a.m. p.m Inspector CC-; 5' L.Lsz- 1 Date 4 . .(_ /2 / PROJECT: Aim/- wn PERMIT NO. 'SF (..036 SITE ADDRESS: J Ti O 1,3 ' U a kS ` DATE CALLED: TYPE OF INSPECTION: , k, DATE WANTED: f t - 5"1 L !''" SPECIAL INSTRU TIONS: c 01--- REQUESTER: Pi/ 1 6 q ' ik ' 1M ' PHONE NO.: — 0 INSPECTION RESULTS /COMMENTS: V O - 1A/L. C.4-i.,c,-Jll,.k - INSPECTOR: r' U DATE: 11 S@ 4frY: a�i+ �! id�O! Ii►' t++. a���sxh. a- �•_�.:.:,- ..,�,........� .. i x.411 INSPECTION RECORD CITY OF WAWA Dept. of Community Development - Building Division Phone: (206) 431-3670 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: PERMIT NO. CO (p 7 -- - )01* SITE ADDRESS: ' I v ' / � � . �, ■ � � _ C DATE CALLED: � � I � :.. TYPE OF INSPECTION: ;,,,� II DATE WANTED: ? 7� 111111�, SPECIAL INSTRUCTIONS: - "IV iAt - (nay Y9 / REQUESTER: , �W OA, () `] i PHONE NO.: ! ( - O DCVO INSPECTION RESULTS /COMMENTS: 7 -,-„ ,,, 11 ,,,, ,� '2Y z „ c-4,,, ce , ., G ,,,,., Q/7 , � ; 1 � tv. } ; h 1 C_ . / % � S / , , r - / . A, , , i ^. ,,, i 4 - 2 INSPECTOR: 'Or,., ✓� i0L7•- -01 DATE: i'j --2-15" —'2/ 1 :1 2 AV VArC ::sart4i91ugln tlfddt bum ',presto* .�:.s........a�..w.. CITY OF TUKW LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: d"/,/ ,n PERMIT NO. t'p D 1 7 1 SITE ADDRESS:I q 7 6) i) I)1 0 i A DATE CALLED: - ;- q f TYPE OF INSPECTION: i 1� ; -7 "� - I , 1) SPECIAL INSTRUCTIONS: . $' k n DATE WANTED: / •�m• REQUESTER: PHONE NO.: c / -- 0 8'0 INSPECTION RESULTS /COMMENTS: /5,,, c5 A3 /,, 0,.. ('7 // ,2 0 42,>.( L INSPECTOR: ez-,-p -.. ----.-:(--, �t1� DATE: 1 1 2 .-G/ l AfililkiL INSPECTION RECORD CITY OF TUKwILA Dept. of Community Development - Building Division Phone: (206) 4313670 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: •& .,i I A A PERMIT NO. i 3 b SITE ADDRESS: / 717 5 d 1 JQ / DATE CALLED: 3 -- 2 O R TYPE OF INSPECTION: (,j O 7 � 3Q a DATE WANTED: 3 -- d-- 1 -- I SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: ,... i -- D $o INSPECTION RESULTS /COMMENTS: _41111 • • INSPECTOR: ( , ∎ L5---- DATE: 3 - ..3-t - q / CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 ?670 INSPECTION RECORD 6300 Southcenter Boulevard -- #100 Tukwila Washington 98188 PROJECT: -- 1 - - , ...,at -1,v► PERMIT NO. (ra D j " SITE ADDRESS: S ) , 1 a,, vi DATE CALLED: _ TYPE OF INSPECTION: C c; — r . C . DATE WANTED: 3 -(cv CT ( . ' SPECIAL INSTRUCTIONS: '7 REQUESTER: PHONE NO.: INSPECTION RESULTS /COMMENTS: , . / /4)14 °t 0. }�`', Jo , ` '..,.., 1 _ .�.1 tA� - _ 1.....1- INSPECTOR: u DATE: 3 —1 LI - 'A CITY OF TuKWILA Dept. of Community Development - Building Dh4slon Phone: (206) 4314670 INSPECTION RECORD 6300 Bout/mentor Boulevard — #100 Tukwila Washington 98188 PROJECT: i u/11.. -! PERMIT NO. /0,50 SITE ADDRESS: / 75 . / L DATE CALLED: •- 47 / , ..� TYPE OF INSPECTION: ,� ��G'd %��� � DATE WANTED: 9 J — / c 3 — / - SPECIAL INSTRUCTIONS: REQUESTER: _ vw PHONE NO.: ( .96 / -_. O RO INSPECTION RESULTS /COMMENTS: • L .7.. .�.� `. ,'", . 6‘C + __ £ i ' ` /��} �� D . / L -,-- INSPECTOR: ; DATE: / 3 l ( J 7 CITY OF TUKW/u Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION` RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 45 L _ . /A _ PERMIT NO. / SITE ADDRESS: 7 b ;(I igarG „i . DATE CALLED: -- .- ' / ■ TYPE OF INSPECTION: (' rn y ' Id/ /A/td) - 73 /Any DATE WANTED: 3 , / - Cj'/ a '"' .- SPECIAL INSTRUCTIONS: q teed i_eg e di .�_ REQUESTER: 4 4.6 � J .0 �P f-'11Ll�io1 /U� lat,iaP/L , PHONE NO.: 9-.57 - 0 8 1 0 0 INSPECTIOI RESULT ICOMMENT8: -fi () ( C i 4S k AA s. •i't l'A.NI G`n.r • INSPECTOR: L DATE: 3 -t I- 9 I .».u.n..ru.x»■ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: f OW PERMIT NO. to SITE ADDRESS: (1 7 0 0 ` )1 od 4 ' DATE CALLED: `,, TYPE OF INSPECTION: �Cf ' , ^ S DATE WANTE D: .27 r r 1 ic SP IAL INSTR CTIONS: � OW, w( I w"' , REQUESTER: j, (` (/y�/ PHONE NO.: / -- O C5 ) � INSPECTION RESULTS /COMMENTS: 5 1 #` 1( - 4 "- --9 L'"-`7' . -s-- 0, 444 - '.- ...a.:..... . tt DATE: 3— 0 ` .` i � INSPECTOR: C.1 , � 6.. -.._. iB bhC4tG .Y:NrS3Nfir'AtMgftv�h7eel�r�lh' rat'• uNia�r s�,::.. var m+. .- , ...�................._....._ ... ! CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard —,100 Tukwila Washington 98188 PROJECT: 'Ct�/.�� PERMIT NO. (p 2 G� SITE ADDRESS: (I / TYPE OF INSPECTION: • , ► l �'�r�eg v h ` W ■ . C, DATE CALLED: P' . il . 41/101k DATE WANTED: =A REQUESTER: 40 ),(4/1,.., PHONE NO.: ?" C ✓ (' on--0 SPECIAL INSTRUCTIONS: I (( `.- INSPECTION RESULTS /COMMENTS: j -tcLJ ∎,>._4.- 0. ti.. (' , yL6-44.4..A.4.- .4:-,-.., 0 INSPECTOR: C c L....)4.--- DATE: I - 5 I CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431.3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: - iA inq PERMIT NO. (0' - SITE ADDRESS: / //lo pi UMbvi ho DATE CALLED: ? -- d(0 - C1 I TYPE OF INSPECTION: --( Gj— DATE WANTED: - a? ( SPECIAL INSTRUCTIONS: dp I ( , / � p131 &W 1 IA G' REQUESTER: PHONE NO.: j, t‘ kin 1./... 1 � V�- 7( 75 — 6 MCI t C 4 `' C INSPECTION RESULTS/COMMENTS: g / r ,.4 e ( Y41 A'(J -,- - -- /`_�, i-,/��-, . „, (� / Y INSPECTOR: /0 ce-i .z- —) DATE: 2.. l / 0, INSPECTION RECORD CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: (4 PERMIT NO. (0 . j D'T SITE ADDRESS: f - 7 -] 4 7 r J - 1} DATE CALLED: c - , "-" qt �- TYPE OF INSPECTION: 0 V',-O. -- /7;30 DATE WANTED: 2.- 5 - qt ` SPECIAL INSTRUCTIONS: REQUESTER: J ma y) PHONE NO.: ° ' / r- Q K D INSPECTION RESULTS /COMMENTS: . r ` 6 9-c.ti Ltr. ti1-4.. INSPECTOR: r.-=, - / ._- DATE: •2 <<� S • 9 / CITY OF TUKIMu Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: h QS t 0 C q PERMIT NO. ( 3OLJ SITE ADDRESS: r---K ()) \ «k \.12 �{ DATE CALLED: - ( Al TYPE OF INSPECTION: c ` - ? I nr'1 ( 40_._, DATE WANTED: @ -1 1- a ) a:in SPECIAL INSTRUCTIONS: • REQUESTER: ■ I Al I PHONE NO.: as 1 , %Oir INSPECTION RESULTS /COMMENTS: v c , G.li ri 1 '- v S s-i r� /i - 4.,--pi---F __, & t. � - ik-/-r, sf DATE: 2, -r I f- 7/ INSPECTOR: "t,r. -2._. - 1 ■ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 43 1-3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: H pe -'t1 t1 PERMIT NO. 3 0 SITE ADDRESS: . _ I l DATE CALLED: I " TYPE OF INSPECTION: Fr 1 r19 DATE WANTED: ---") .- ) REQUESTER: cif rY1 k Q , m , SPECIAL INSTRUCTIONS: la: PHONE NO.: ""21 INSPECTION RESULTS /COMMENTS: , Q , 4 -. a ( 1i = G) � .p-- , - z,,e G 4 - A/ - V / f INSPECTOR: /1 i %.4-, /fit DATE: 7 -7- CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: PERMIT NO. (,34L SITE ADDRESS: / 7 • 3D (; , _. i r. //.�, th,..r DATE CALLED: 2 - 4 TYPE OF INSPECTION: I i M r •:� 1111'7% . I` 71 :1 1 • „ ,,1. . SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS /COMMENTS: 6‘/ ,(, /7 - i � '.7 e- '4 /-Z �- e ' c iA 4,- - . 4 / > _, -: ,._ ,r �-� 4 /_O� ay. _ f �f INSPECTOR: .L 1 �7 . , •ti /..- - Y7 I DATE: 1 2-- rS --7// CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 (_ INSPECTION RECORD 6300 Southcenter Boulevard – #100 Tukwila Washington 98188 PROJECT: (t . 0}t, t.c..�_ A PERMIT NO. ' U ) SITE ADDRESS: ( 9 1 450 1 e'd - ,1a.,.I DATE CALLED: f — g / - G1 TYPE OF INSPECTION: { ,�,� 7 - . �. � t DATE WANTED: / `� p/. 3 9 1 o; SPECIAL INSTRUCTIONS: L4) U It " I U '(,( 4 \. -,'y' REQUESTER: . c i%)'✓� e4,-,Age _ . I,0, )/1fil ... t 4( , i ,1,14 .c1 ('i:6 ?) PHONE NO.: `.� 6 / '" t) K LD INSPE6TION RESULTS/COMMENTS: 5 - Q w.. a ■Ani.. �•o o� 4 ' ^ ham C C StA�.v►�R • INSPECTOR: DATE: ('�2- '' l ( �.Y+ tG�11f!& G" �. J: Jh�ANi!! R' dklwllY• ac. Ura• aY✓. cxva.» ww�w ...w..+... {l 7t g"dihs. INSPECTION RECORD CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 *LA .k City of Tukwila /908 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name I 'M 4 '7 L/A( ( 4 - /)V Address I /ST) (!V1 / / Retain current inspection schedule V Needs shift inspection Approved without correction notice Y Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: //: --<„, tte (f- AithOrized Signature /R ///7) Gary L. VanDusen, Mayor Control No. Permit No. ( - .1 , (/ Suite # Date FINALAPP.FRM •T.F.D. Form F.P. 85 9 NAME OF DEVELOPMENT: DEVELOPMENT ADDRESS: r-- CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) SECT/! DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): �kti�4 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: SECTION 4 (to bQ completed by C/f Hartung- Temperline 17750 West Valley Highway NAME: Poe Construction, Inc. ADDRESS:3207 "C" Street N.E. CITY/STATE/ZIP Auburn, WA 98002 Cash assignment for completion of landscaping and irrigation work in accordance with approved plans for the above referenced project. As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 26,250.00 ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( 7 / 12 / 91 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fall to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these funds. r-- SIGNED: J Q Cha Poe TITLE: Project Manager THIS FUND IS A THORIZ DEPARTMENT HEAD: D TO BE ACCEPTED. SIGNED: CASH EQUIVALENT DEPOSITED THIS DATE: RECEIVED BY: authorize the releas AUTHORIZED BY AMOUNT 2, 5- 0 .= 4 CASH EQUIVALENT- LETTER AUTHORIZING RELEASE CASH CiTY CHECK NO. S 0$ 0 Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD City of Tukwila DEVELOPER'S PC DJECT WARRANTY REQUEST FORM I have reviewed the abov we,lra RELEASED THIS DATE: RELEASED BY: TEL. NO. 575 - 4283 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. X�2 S ( DATE: found it acceptable and therefore ash assignment. DEPARTMENT: Y i , FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD 00/13i90 THIS AGREEMENT made and entered into by and between POE CONSTRUCTION, INC. ' hereinafter called the CONTRACTOR, and Leaf & Needle Landscaping 11421 SE 89th Place, Renton, WA 98056 (228 - 4469) hereinafter called the SUBCONTRACTOR, WITNESSETH: The CONTRACTOR, for the full, complete and faithful performance of this SUBCONTRACT, agrees to pay the SUBCONTRACTOR: (a) Lump Sum in the sum of Seventeen Thousand Five Hundred and no/100 Dollars ($ 17,500.00 ), or (b) Unit Prices as set forth below which on the basis of estimated quantities will involve a gross contract price of approximately Dollars ($ In consideration therefor, the SUBCONTRACTOR agrees as follows: 1. To furnish and perform all work as described in Paragraph 3 hereof, for the construction of Itartung- Temperline Job No. 90 -26 17750 West Valley Highway, Tukwila, WA 98188 for Nick and Patricia A. Sciola 17830 West Valley Highway, Tukwila, WA 98188 hereinafter called OWNER, in accordance with the Contract dated the 17 day of October I9_91. between the OWNER and the CONTRACTOR, and the general and special conditions of said Contract, and in accordance with the drawings and specifications and addenda for said construction b Alfred Crooncuist Architects, One Union Square, Seattle, WA 9 $101 (ENGINEER'S & ARCHITECT'S NAME) ENGINEERS or ARCHITECTS, all of which documents in their ENTIRETY are hereinafter referred to as the MAIN CONTRACT and which have been made and remain available to the SUBCONTRAC- TOR. 2. To be bound by all laws, government regulations, and orders, and all provisions of the MAIN CON- TRACT which provisions are incorporated by reference and to be bound by the provisions printed on the reverse side hereof. 3. To provide all supervision, materials, labor, supplies and equipment for: Perform all work as described in "Scope of Work" in strict accordance with the project specifications by Alfred Croonquist Architects dated 7-27-90, and the contract drawings as follows: Architectural Drawings, Sheets A -1 through A -9, dated 7-26 -90, by Alfred Croonquist Architects; Civil Drawings, Sheets 1 through 4 of 4, dated 1 -90, revised through 4 -27 -90 by -Tech Engineering, Inc.; Civil Drawings, Sheets 1 through 3 of 3, dated 3 -90, revised through 7 -2 -90 by Pac -Tech Engineering, Inc.; Civil Drawings, Sheets 1 and 2 of 2, not dated, revised through 7 -2 -90 by Pac -Tech Engineering, Inc.; Structural Drawings, Sheets 80.1, S1.1 through S1.3, S2.1, S3.1, S4.1, and S5.1 through S5.4, dated 8 -6 -90, not revised by Engineers Northwest; Addendum No. 1 dated 8 -17 -90 and 8- 16 -90; Addendum No. 2 dated 8- 28 -90; Addendum No. 3 dated 9 -5-90, all by Alfred Croonquist Architects. (See page 2 attached and made a part of this subcontract.) IN WITNESS WHEREOF the CONTRACTOR and SUBCONTRACTOR have executed this agreement, ef I'crlivc the 7 day of December 1990. NOTE: This subcontract is null and void if not signed and returned to Poe Construction, Inc. by December 21, 1990. 12-- 1v Date �81J by _✓ �-- -, by � . 4'16) Authori�.ed Signature Charles Poe Auth a ignature BCONTRACTOR Project Manager PO- EC- 01.247QZ CONTRACTOR'S Registration Number Doe Construction, I 'c. 3207 "C" STREET N.E. AUBURN, WASHINGTON 98002 833 -2400 • 575 -4283 SUBCONTRACT 02 -050 S (8) Date SUBCONTRACTOR'S Registration Number SEE INCORPORATED PROVISIONS ON REVERSE SIDE October ION ;White • Gon. Contractor Green - Subcontractor Canary - Accounting Pink - Superintendent Goldenrod • File P•9575 .t1Y 1"t1� NAME OF DEVELOPMENT: DEVELOPMENT ADDRESS: GAP.$4 YL!11&NMENT SHALL BE REFUNDED BY MAILING TO: (please print) NAME: ADDRESS: CITYISTATFJZP PERMIT NO.: s 3 () 1 06 /14 /V1 r A 206 431 3665 TUK PUB WORKS r- Ci. of Tukwila DEVELOPER'S PROJECT WARRANTY REQUEST FORM As the owner, or authoriz gent of the owner, I hereby submit Cash or cash equivalent in the amount of $ t -S ' ` — ($150% of value to complete work described above) and attach supporting dooumentktlpn for value of work. I will have this work carried out and call for a final inspection by this date: ( Ll4.4 4 ./ / S / c7/ ), or risk having the City use these funds to carry out the work with their own contractor or in.hou e manpower. It I rail to cony out the woo , t hereby autrronze me uay to g0 onto the property to carry out completion of the above deficiencies. I further agree to complete all won( list ; - - • - to requesting Inspection and release of these funds. SIGNED: -/ - ma .`Jf CRY RECEIPT NO, st S • CASH • I have reviewed the alcove work and found it acceptable and therefore authorize : r - "t'the .. ' . vs cash assignment. AUTHORIZED BY;/ /.ice DEPARTMENT/ THIS FUND II • THOR D To OE ACCEPTED. DEPARTMENT HEAD: AMOUNT: / 02 S `' CC r1t 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIvE: CASH EQUIVALENT DEPOSITED THIS DATE: - 9"/ CRY CHECK NO. / O Upon completion through Section 2. Finns• nar.nnn•l send copies to: - Developer - -- Finance Depwtfhent - Permit Coordinator, DOD RECEIVED BY: 1 Y xvrc�bt. -1 �''��' • .I AM OUNT. RELEASED BY: DATE: CASH EQUIVALENT- LETTER AUTHORIZING RELEASE RELEASED THIS DATE a3002 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. FINANCE DEPT. Up.n completion of w.itli form, Finance personnel snail send copies to: - Developer — Finance Department — Permit Coordinator, DOD i'OE Construction, Inc. 3207 "C" STREET N,E., AUBURN, WASHINGTON 98002 • (206)833 -2400 • 575-4283 • FAX: 939.4805 June 18, 1991 Mr. Nick Sciola Hartung Glass Co., Inc. 17830 West Valley Highway Tukwila, WA 98188 Re: Hartung- Temperline — Exterior Painting Dear Nick: Per your request, the contract amount to perform the exterior painting is $8,150.00. Please keep me informed as to the status of the approval of colors . for this work. Sincerely, Char es Project CP:sa /28 RE : • r. _ /01G Ca-eo.6. CONTACTED: C� p. � PERSON CALLING: kJ1 A.,�c.1 .f'.�� %? C , L) DATE: 4 I I. r7 I C - INFORMATION ITEMS: +) V ..e,,eac Ac„ QP..� eer2 e._6 r te. ((�$ c_.7ea -t A/ t s , Air- ...�, C r � rr /�`�� e-oT ce,2t.- 61 AA^ -( C e G P I _. e L . .��-�'-"�1 C�JL // r• ,rte �p d' r f __ A TELEPHONE MEMO �,C1 Vic' r X -r3 - G -:e-oC rv,_- ca _ 6 44-4-t 4— AIL .S' l r 1 C C To: RE: MEMORANDUM From: Vernon Umetsu, Associate Planner Department of Community Development Date: 6/11/91 BP No. 6304 (Hartung - Temperline Building) Further B.A.R. review and approval of building colors. 1. Talked with a Poe Construction representative this morning who wanted a certificate of occupancy in about 10 days. 2. I informed him that he could provide a cash warranty for landscaping not completed, but I did not know about approving building colors since the applicant had requested, and the BAR agreed, to later color approval. I reviewed the cash warranty form and the 150% requirement, and gave him several copies of the form. 3. I later talked with Jack Pace and Rick Beeler. It was decided that Planning approval could be granted based on a cash warranty for remaining landscaping and painting of the entire building. B.A.R. review would then be completed at the earliest date under normal processing procedures. 4. I telephoned Al Croonquist with this information and faxed - 4h- iin - in nq- m �.-nu s . VGl / 1 3 I I a f c A n af ,_)2 , pc,,e_sz.,7r.24..e, -41. , 44_ v 2 - ¢ ifd - a, ; ° �" 346 (Fa . �� = /c6 672- c,c-4Q) /GR Yom. ALFRED CROONQUIST AR -LUTE CTS 600 UNIVERSITY STRE 1 UNION SQUARE BUILDING S 1 +E 3404 SEATTLE, WASHINGTON 98101 COPY TO di/i PYOOIEI t16] I. GOAL 1421 01171 . (206) 682-2690 TO 'tWild&LA �+�(l / �✓(/ r r WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Plans LIETTrac JOB NO. DATE /.' t " ATTENT _I ✓ Ofl �e(/f/ I/ " RE: /N/SJ Peymrt the following items: ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION reaori2_ 2e4or_ett+2_4vu4rtaLIW___ 14,444 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS RECEIVER CITY OF TUKWILA h AY2�91 PERMIT CENTER SIGNED: It enclosures are not as noted, kindly notify us at once. DATE CAST JOB NUMBER: PROJECT: 3 -28 -91 3 -28 -91 3 -28 -91 cc: 1 -Owner 1- Architect 1- Engineer OTTO RC'SENAU & ASSCAATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 91 -024 Hartung /Temperline DATE: 28 March 1991 I inspected placement of Miles Sand & Gravel Mix Number: 08 Concrete was placed via pump Batch weights per cubic yard: 1820# 7/8" agg. # oz. Cast specimens # 14 A -C Cast specimens # Cast specimens # Weather: 43 ° F, cloudy. per at at at REPORT NUMBER: INSPECTOR: 110 • cubic yards of 5 , in the following areas: 3 and A & D. CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 3 -29 -91 and it was vibrated internally. Slump range 3i""_4i+" 470 # Type I /II cement, , # , oz. 100# of cement.& i% Ca.Ch1., 3/4% from 90 yards. 10 cubic yards with a 3i " slump. Del. ticket # 169881 cubic yards with a " slump. Del, ticket # cubic yards with a " slump, Del. ticket # COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO. IN.) DATE AGE IN SPECIMEN ULT. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS 4 -4 -91 4 -25 -91 4 -25 -91 7 28 28 1- Contractor 1- Bldg. Dept. Batch Plant CONCRETE REPORT 14 -A 14 -B 14 -C 014 Concrete Temperature: 30//0 oz. 30//4 oz. 30//0 oz. PERMIT NUMBER: 6304 T. Coop ' sack, 3000 psi concrete from slab on grade between lines 1.5 & 60 ° F 117,000 146,000 145,000 Mg,@B� L p PR 2 91991 1 CITY 5r.TUKWILA PLANNING E • 1480 # sand, per 100# of cement. STRENGTH LBS /SQ.IN. 4138 5164 5129 OTTO ROSENAU & ASSOCIATES, INC. (;) OTTO RC SENAU & ASSCL IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONCRETE REPORT PROJECT: Hartung Temperline JOB NUMBER: 91 -024 REPORT NUMBER: 005 PERMIT NUMBER: 6304 DATE: 21 February 1991 INSPECTOR: L. Robbins inspected placement of . 5 cubic yards of 5 sack, 3000 psi concrefe'from' Miles , in the following areas: slab on grade at B to B plus 30' and Mix Number: 5 to 19 . Concrete was placed via pump and it was vibrated internally, Slump range 4 " -5" . Batch weights per cubic yard: 470 # Type T cement, 1480 # sand, 1820 # 7/8" agg. # , # oz. per 100# of cement. oz. per 100# of cement. & i% Ca . Chl . Cast specimens # 5 A —C at 43 cubic yards with a 5 " slump. Del. ticket # 166979 Cast specimens # 5 D —F at 156 cubic yards with a 4 " slump. Del, ticket # 167034 Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: Sun Concrete Temperature: 59 CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 2 -22 -91 Note: Lot of water in grade. cc: 1 -Owner 1— Contractor 1- Architect 1— Bldg. Dept. 1- Engineer Batch Plant COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO. IN.) DATE DATE AGE IN SPECIMEN ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SQ. IN. 2 -21 -91 2 -28 -91 7 5 —A 29 #12 oz. 108,000 3820 2 -21 -91 2 -28 -91 7 5 —D 29 #12 oz. 111,500 3944 2 -21 -91 3 -21 -91 28 5 —B 29 #14 oz. 152,000 5376 2 -21 -91 3 -21 -91 28 5 —C 30 #0 oz. 148,500 5252 2 -21 -91 3 -21 -91 28 5 —E 29 #14 oz. 154,000 5447 2 -21 -91 3 -21 -91 28 5 —F 29 #12 oz. 156,000 5518 OTTO ROSENAU & ASSOCIATES, INC. b JOB NUMBER: 91 -024 PROJECT: Hartung /Temperline DATE: 13 March 1991 I inspected placement of Miles Sand & Gravel Mix Number: 09 Concrete was placed via pump Batch weights per cubic yard: 1850 # 7/8" agg. oz. Cast specimens # 10 A -C Cast specimens # 10 D -F Cast specimens # Weather: Overcast, 50 CYLINDERS ARRIVED _AND -]Oft- R-EMARK -Si 3 - -1-4 1 Extra water for higher slump allowed by superintendent. DATE CAST 3 -13 -91 3 -13 -91 3 -13 -91 *Field Cure cc: 1-Ow ne r 1- Architect 1- Engineer OTTO R(. & ASS C IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725-4600 • Tacoma 627.4477 • Fax (206) 723.2221 517 # Type II # # per 100# of cement. at 50 cubic yards with a 4i " slump. Del. ticket # 168560 at 184 cubic yards with a 5 " slump. Del, ticket # 168634 at cubic yards with a " slump. Del. ticket # Concrete Temperature: COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ, IN.) DATE AGE IN SPECIMEN ULT. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS 3 -18 -91 3 -20 -91 3 -20 -91 1- Contractor 1- Bldg. Dept. Batch Plant CONCRETE REPORT REPORT NUMBER: 010 5 FC *10 -D 7 10 -A 7 FC *10 -E PERMIT NUMBER: 6304 INSPECTOR: R. Bogle ` 318 cubic yards of 5i sack, 4000 psi concrete from , in the following areas: tilt -up panels 5 through 17, 17A, 18, 19, 20, & 21. and it was vibrated internally. Slump range 4 i " -5" . cement, 1390 # sand, oz. per 100# of cement. 29#8 oz. 291/12 oz . 29414 oz. 78,500 108,000 94,000 STRENGTH LBS /SO. IN, 2776 3820 . 3325 OTTO ROSENAU & ASSOCIATES, INC. -e:79-"lefiesiee • • OTTO ROSENAU & ASSOCIA , : S, INC. 6747 M. L. KING WAY SOUTH, SEAT(t,_, WA 98118 725 -4600 R. Bogle 3 -14 -91 PROJECT: Hartung /Temperline CONSTRUCTION INSPECTION REPORT PERMIT NUMBER: 6304 ADDRESS: 17830 W. Valley Hwy., Tukwila JOB NUMBER: 91 -024 INSPECTOR AND DATE T. Coop Inspected and approved the resteel, welded wire mesh reinforcing, and forms 2 -25 -91 for slab on grade between B.5 and C and 5 & 19. R. Bogle Inspected and approved the resteel and forms for footings: line 2 at C.5, C, 2 -27 -91 B.5, & B; footing with grade beams at line 3, C.5, C, B.5, & B, and line 4, C.5, C, B.5, & B. Resteel found to be as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. B. Bellew Inspected and approved the resteel and forms in perimeter footing on 3 -1 -91 grid line A from line 5 to 18 per section C - 2.1. Also three column pads 2 - 5.5 and 1 - 3.5, on grid line 1.7± between lines B & C. Resteel is grade 60, as specified, from Salmon Bay. NOTE: Inspected perimeter footings on grid line A from line 5 to 18 per section C - 2.1 except from line 11± to 13t. W. Hansen Inspected and approved the resteel and forms for footings between grid D +10' 3 -8 -91 north to grid A @ 5 line, at grid A from 5' west of 5 line to 5 line, 10 to 19 line at grid D, and 19 line from grid D to D +19' north. Also inspected and approved the resteel and forms for tilt -up wall panels P5, 6, 7, 8, 9, 10, 12, 13, 14, 15, 16, 17, & 17A. All resteel was found to be clean and placed per City of Tukwila approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. Note: Check to make sure //5 VTS (bottom) are chaired at all panels prior to concrete placement - 1}" chairs unavailable at time of resteel inspection. INSPECTOR'S REMARKS R. Bogle Inspected and approved the resteel and forms for tilt -up panels not 3 -12 -91 inspected on 3 -8 -91 - panels 18, 19, 20, 21, 22, 23, 24, 25, 26, 29, 30, 31, 32, & 33. Resteel in above panels and panels inspected on 3 -8 -91 were found to be as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. (Concrete placement cancelled.) Inspected and approved the resteel and forms for tilt -up panels 27, 28,. 34, 35, 36, 50, 53, 54, 56, 57, 59, 60, & 61. Resteel as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. --2- aL OTTO Rf' SENAU & ASSC'IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 JOB NUMBER: 91 -024 PROJECT: Hartung Temperline DATE: 10 April 1991 I inspected placement of 60 Miles Sand & Gravel Mix Number: 09 Concrete was placed via pump Batch weights per cubic yard: 1850 # 7/8" agg. oz. Cast specimens # 16 A —C Cast specimens # Cast specimens # Weather: overcast 38° DATE CAST 4 -10 -91 4 -10 -91 4 -10 -91 4 -17 -91 5 -8 -91 5 -8 -91 cc;1 -Owner 1- Architect 1— Engineer 7 28 28 1— Contractor 1 —Bldg. Dept. Batch Plant CONCRETE REPORT REPORT NUMBER: 016 CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 4 -11 -91 INSPECTOR: R. Bogle cubic yards of 5 , sack, 4,000 , in the following areas: tilt up panels 3, 4, 40, 69 & 70. and it was vibrated internally. Slump range 4i to 5" 470,# Type I /II cement, 1390 #sand, # # oz. per 100# of cement. per 100# of cement. at 20 cubic yards with a 4i at cubic yards with a at cubic yards with a Concrete Temperature: COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ.. IN.) DATE AGE IN SPECIMEN ULT. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS 16—A 16 —B 16 -C 291114 oz. 30110 oz. 30110 oz. PERMIT NUMBER: " slump. Del. " slump. Del. " slump. Del. 133,000 163,000 160,500 ticket # 170494 ticket # ticket # psi concrete from STRENGTH LBS /SO, IN, 4704 5765 5677 OTTO ROSENAU & ASSOCIATES, INC. OTTO ROSENAU & ASSOCIAI,` INC.. 6747 M. L. KING WAY SOUTH, SEATC'W 98118 7254600 CONSTRUCTION INSPECTION REPORT PROJECT; Hartung /Temperline ADDRESS: 17830 W. Valley Hwy.. Tukwila INSPECTOR AND DATE R. Bogle, 5 -6 -91 • INSPECTOR'S REMARKS PERMIT NUMBER: ga�3(jbr JOB NUMBER: 91 -024 B. Johnson Inspected and approved the resteel (no forms) per detail C2.1 at all 4 -23 -91 interior closure slabs that'are over 1' above bottom of panel at grid lines A /12 to 18, B /18 to 19, 19 /B'to D, 'D/18 to 19, 5/C to D, 12 /A to B, D -19/5 to 7, and lines 6 & 7/D -19 to D. Resteel per City of Tukwila approved plans and specifications. Resteel is grade 60, as specified, from Salmon.. Bay Steel. Inspected - end approved the resteel in loading dock walls between lines A & B on lines 19. Resteel as per approved plans. Resteel is grade 60, as specified, from Salmon Bay. DATE ,S- r7-Jr/ FILE NO. 91 -- 53 1 PROJECT Di Tiv 4 gLDc5- / ADDRESS f,V0VO &71* 1140 4/ S ^ - B LOCi. P MIT N OWNER WEA ER TEMP AT 9 %4 1757P/f/ ARCHITECT � 40 D Irr,h CONTRACTOR ATTN: ale /'3 /yv7 TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 A I INSPECTION PERFORMED: X RESTEEL g CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING O BOLTS O OTHER A .ZO 577Tk 1th p8 /68 SUPPLIER e&F-04 MIX NUMBER fl t,/ CYLINDER REPORT NUMBER ,36/ SLUMP 3 4r AIR CONTENT O YES REMARKS: ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O NO FIELD REPORT l 7 10 1441tl «° COPIES TO: BEIJFORD PROPERTIES, SGA i INSPECTOR: RI J R-D i- UP501.11 DAV 1D KE.HLE/ TU LUILF1 '6LD6. "DEPT S -ID -q I e PRIOR REPORT Date or Plan Number .L -I OR &- A.A.R��I BOR Y, INC. I,�wIGA. N° 4416 FR FOOTINGS O AUGER CAST PILING O SLAB 54 WALLS O COLUMNS O OTHER f( CONCRETE O GROUT O MORTAR DESIGN STRENGTH 3 POO NUMBER OF SAMPLES CAST 3 TOTAL CU. YDS. PLACED CONCRETE TEMP 0 TIME e '� JOB NUMBER: 91 -024 PROJECT: Hartung /Temperline ,DATE: 21 March 1991 I inspected placement of Miles Sand & Gravel Mix Number: 09 Concrete was placed via pump Batch weights per cubic yard: 1850 # 7/8" agg. oz. Cast specimens # 12 A -C Cast specimens # Cast specimens # Weather: Overcast, rain showers, 43 ° F. Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 3 -22 -91 DATE CAST 3 -21 -91 3 -21 -91 3 -21 -91 cc: 1 -Owner 1- Architect 1- Engineer OTTO RC, SENAU & ASS6 IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 3 -28 -91 4 -18 -91 4 -18 -91 at at at 7 28 28 1- Contractor 1- Bldg, Dept. Batch Plant CONCRETE REPORT INSPECTOR: 88 cubic yards of 5i , in the following areas: 55, 58, & 62. REPORT NUMBER: 012 PERMIT NUMBER: 6304 R. Bogle sack, 4000 psi concrete from tilt -up panels 32, 37, 38,.51, 52, and it was vibrated internally. Slump range 4P-5". 517 # Type II cement, . 1390 # sand, # oz. per 100# of cement. per 100# of cement. 115 cubic yards with a cubic yards with a cubic yards with a COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN ULT. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS 12 -A 12 -B 12 -C 29 #10 oz. 29 #14 oz. 29 #10 oz. 5 " slump. Del. ticket # 169405 " slump. Del. ticket # " slump. Del. ticket # 129,000 157,000 161,000 =MP APR 22 1991 thy OF TUKWILA PLANNING DEPT. STRENGTH LBS /SQ. IN. 4563 5553 5695 OTTO ROSENAU & ASSOCIATES, INC. 6747 M. L. King Way South JOB NUMBER: 91 -024 REPORT NUMBER: 015 PERMIT NUMBER: 6304 PROJECT: Hartung /Temperline DATE: 2 April 1991 I inspected placement of Miles Sand & Gravel Mix Number: 14 OTTO RL SENAU & ASS 1 ;IATES, INC. CONSTRUCTION INSPECTION & TESTING (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 cc: 1 -Owner 1— Contractor 1- Architect 1— 'Bldg. Dept. 1- Engineer Batch Plant • Seattle, WA 98118 CONCRETE REPORT INSPECTOR: R. Bogle 35 cubic yards of 5 sack, 3000 psi concrete from , in the following areas: footings located on lines A to C.5 and between 18 & 19, also section located at lines 7 to 10 on line D. Concrete was placed via pump & chute and it was vibrated internally. Slump range 4 " -4 i ". Batch weights per cubic yard: 470 # Type II cement, 1480 #sand, 1320 # 7/8" agg. 500 #1 3/8" agg. # oz. per 100# of cement. oz. per 100# of cement. Cast specimens #15 A —C at 10 cubic yards with a 4 " slump. Del. ticket #170229 Cast specimens # at cubic yards with a " slump. Del. ticket # Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: Partly cloudy w /heavy rain showers, 51 ° F. CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 4 -3 -91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: •28.3 SQ. IN.) DATE DATE AGE IN SPECIMEN UTL. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SQ. IN. 4 -2 -91 4 -9 -91 7 15 —A 29 #12 oz. 88,500 3130 OTTO ROSENAU & ASSOCIATES, INC. dill'' 464141,x.... JOB NUMBER: 91 -024 DATE: 21 March 1991 I inspected placement of Miles Sand & Gravel Mix Number: 08 DATE CAST 3 -21 -91 3 -21 -91 3 -21 -91 cc: 1—Owner 1— Architect 1— Engineer OTTO RENAU & ASSCLIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 PROJECT: Hartung /Temperline Concrete was placed via pump Batch weights per cubic yard: 1820 # 7/8" agg. oz. Cast specimens N Cast specimens N REPORT NUMBER: 013 PERMIT NUMBER: 6304 . 470 # Type II cement, 1480 # sand, # # , oz. per 100# of cement. per 100# of cement. & 3/4% Ca . Chl . 13 A —C at 63 cubic yards with a 5 " slump. Del. ticket N 169383 at cubic yards with a " slump. Del, ticket N Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: Overcast, rain showers, 41 ° F. Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 3 -22 -91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN ULT. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS 3 -28 -91 4 -18 -91 4 -18 -91 7 28 28 1— Contractor 1— Bldg. Dept. Batch Plant CONCRETE REPORT INSPECTOR: J. Bggle 136 cubic yards of 5 sack, 3000 psi concrete from , in the following areas: slab on grade at lines 3 through 5 and A to D, also footings on line 2 at lines A, B, B.5, B.9, & C. 13 —A 13 —B 13 —C and it was vibrated internally. Slump range 4 "-5". 294112 oz. 291114 oz. 30412 oz. 135,000 152,000 149,000 STRENGTH LBS /SO. IN. 4775 5376 5270 OTTO ROSENAU &ASSOCIATES, INC. ded. 0 OTTO R-3ENAU & ASSCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 JOB NUMBER: 91 -024 PROJECT: Hartung Temperline DATE: 10 April 1991 I inspected placement of 60 Miles Sand & Gravel Mix Number: 09 Concrete was placed via pump Batch weights per cubic yard: 1850 # 7/8" agg. oz. Cast specimens # 16 A —C Cast specimens # Cast specimens # Weather: overcast 38 DATE CAST 4-10-91. 4 -17 -91 cc: 1—Owner 1— Architect 1— Engineer per at at at 1— Contractor 1 -Bldg. Dept. Batch Plant CONCRETE REPORT REPORT NUMBER: 016 INSPECTOR: • cubic yards of 5 . , in the following areas: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 4 -11 -91 100# of cement, 20 cubic yards with a 4i cubic yards with a cubic yards with a Concrete Temperature: and it was vibrated internally. Slump range 470 # Type I /II # oz. PERMIT NUMBER: 6304 " slump. Del. ticket # 170494 " slump. Del. ticket # " slump. Del. ticket # COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN ULT. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS 7 16 —A 29 #14 oz. 133,000 R. Bogle sack, 4;000 psi concrete from tilt up panels 3, 4, 40, 69 & 70. 4} to 5" cement, 1390 # sand, per 100# of cement. STRENGTH LBS /SQ. IN. 4704 OTTO ROSENAU & ASSOCIATES, INC. JOB NUMBER: 91 -024 OTTO RLSENAU & ASSC('.IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 PROJECT: Hartung Temperline DATE: 12 April 1991 I inspected placement of 160 Miles Sand & Gravel Mix Number: 09 Concrete was placed via pump Batch weights per cubic yard: 1850 # 7/8" agg. # REPORT NUMBER: per 100# of cemen at 70 at 150 at oz. Cast specimens # 17 A —D Cast specimens # 17 E —H Cast specimens # Weather: clear CYLINDERS ARRIVED IN LAB AND /OR REMARKS: DATE CAST 4 -12 -91 4 -12 -91 4 -12 -91 *Field Cure cc :1 —Owner 1— Architect 1— Engineer COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO, IN.) DATE BROKEN 4 -16 -91 4 -19 -91 4 -19 -91 • AGE IN DAYS 1— Contractor 1 —Bldg, Dept. Batch Plant CONCRETE REPORT INSPECTOR: cubic yards of 5i , in the following areas: 63 -68. and it was vibrated internally. Slump range 5 to 5i" . 517 # Type I /II cement, 1390 #sand, # oz. per 100# of cement. SPECIMEN NUMBER 4 FC* 17 —G 7 17 —A 7 17 —E Concrete Temperature: 4 -15 -91 017 PERMIT NUMBER: .6304 R. Bogle sack, 4, 000 Psi concrete from tilt up panels 1, 2, 39, 41 -49, t. cubic yards with a 5 " slump. Del. ticket # 170742 cubic yards with a 5} " slump. Del. ticket # 170761 cubic yards with a " slump. Del. ticket # WEIGHT 29 #4 oz. 29 #14 oz. 30 #0 oz. ULT. STRENGTH IN LBS 86,000 102,000 110,000 STRENGTH LBS/SO. IN. 3042 3608 3891 OTTO ROSENAU & ASSOCIATES, INC. //1,7/t OTTO RL ENAU & ASSC : IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 7232221 JOB NUMBER: 91 -024 REPORT NUMBER: 017 — pg. 2 PERMIT NUMBER::. 6304 PROJECT: Hartung Temperline DATE: 12 April 1991 I inspected placement of 60 Miles Sand & Gravel Mix Number: 09 Concrete was placed via pump and it was vibrated internally. Slump range 5" Batch weights per cubic yard: 470 # Type I /II cement, 1380 #sand, 1850 # 7/8" agg. # # oz. per 100 #of cement. oz. per 100# of cement. Cast specimens # SEE PAGE 1 " slump. Del. ticket # Cast specimens # at cubic yards with a " slump. Del. ticket # Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: Clear Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: See page 1 for cylinders. COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SCI, IN.) DATE DATE AGE IN SPECIMEN ULT, STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SO. IN. CYLINDER BREAKS WILL BE LISTED ON PAGE 1. cc: 1Owner 16ontractor 1-Architect leldg. Dept, 1 -Engineer Batch Plant CONCRETE REPORT INSPECTOR: R. Bogle cubic yards of 5 sack, 4,000 psi concrete from , in the following areas: Footing line D and lines 1 to 8. OTTO ROSENAU & ASSOCIATES, INC, (1 L .y OTTO ROSENAU & ASSOCIATES, INC. 6747 M. L, KING WAY SOUTH, SEATTLE, WA 98118 725.4600 PROJECT: Hartung /Temperline INSPECTOR AND DATE T. Coop 3 -28 -91 R. Bogle 4 -2 -91 R. Bogle 4 -3 -91 R. Bogle 4 -8 -91 R. Bogle 4 -12 -91 R. Bogle 4- 12-91 R. Bogle 4 -15 -91 CONSTRUCTION INSPECTION REPORT PERMIT NUMBER: : ::6304 - ADDRESS: 17830 W. Valley Hwy. , Tukwila JOB NUMBER: 91 -024 INSPECTOR'S REMARKS Inspected and approved the resteel, welded wire mesh reinforcing, and forms for slab on grade between lines 1.5 & 3 and A & D. Resteel is grade 60, as specified, from Salmon Bay Steel. Inspected and approved the resteel and forms for footings located on lines A to C.5 and between 18 & 19, also section located at lines 7 to 10 on line D. Found to be as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. Inspected and approved the resteel and forms for tilt -up panels 1, 2, 3, 4, 39, 40, 43, 44, 45, 67, 68, 69, & 70. Resteel is as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. Inspection of reinforced concrete placement cancelled without notice. Inspected and approved the resteel and forms in tilt up panels 1, 2, 3, 39, 41, 42, 43, 44, 45, 46, 47, 48, 49, 63, 64,'65, 66, 67 & 68. Resteel found to be as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay. Inspected and approved the resteel and forms in footing line D and lines 1 to 8. Resteel as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay. Inspected and approved the resteel and forms in footings located on lines 12 from lines A to B and line A from lines 11 to 12.5. Resteel found to be as per plans and specifications. Resteel is grade 60, as specified, from Salmon Bay. JOB NUMBER: 91 -024 OTTO ROSENAU & ASSO IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 7254600 • Tacoma 627.4477 • Fax (206) 723.2221 PROJECT: Hartung Temperline Concrete was placed via chute Batch weights per cubic yard: 470 500 # 1 -3/8 agg. 1320#7/8" agg.. CONCRETE REPORT REPORT NUMBER: 003 .63 ��stiti4 • DATE: 7 February 1991 • • INSPECTOR: R. 'Bogle I inspected placement of 41 cubic yards of 5 sack, 3, 000 psi concrete from Miles Sand & Gravel , in the following areas: footings located on line C at 6 Mix Number: thru 18 and it was vibrated internally. Slump range 4} to 5" Type I /II cement, 1480 #sand, oz. per 100# of cement. oz. per 100# of cement. Cast specimens # 3 A — C at 6 cubic yards with a 5 . " slump. Del, ticket # 166170 Cast specimens # at cubic yards with a " slump. Del. ticket # Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: overcast 50° Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 2 -8 -91 2 -7 -91 3 - - 2 - 7 - 91 cc :1— Owner 1- Architect 1— Engineer COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28,3 SQ. IN.) DATE DATE AGE IN SPECIMEN UTL. STRENGTH STRENGTH CAST BROKEN • 'DAYS • NUMBER WEIGHT IN LBS LBS /SO. IN, 2 -7 -91 2 -14 -91 7 3 —A 301/4 oz. 115,500 4085 3 -7 -91 1- Contractor 1— Bldg. Dept. Batch Plant 28 3 —B 301/0 oz. 147,000 28 3 —C 291/12 oz. 145,000 5199 5129 OTTO ROSENAU & ASSOCIATES, INC. `� /mil. .4644- riA040• 'i C: OTTO ROSENAU & ASSOCIATES, INC. V CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 7254600 • Tacoma 627.4477 • Fax (206) 723.2221 CONCRETE REPORT JOB NUMBER: 91 -024 REPORT NUMBER: 006 PROJECT: Hartung /Temperline cc: 1 -Owner 1— Contractor 1- Architect 1— Bldg, Dept. 1- Engineer Batch Plant PERMIT NUMBER: 2 -25 -91 . 3 -4 -91 7 6 —A 294112 oz. 102,000 2 -25 -91 3 -4 -91 7 6 —D 30412 oz. 99,500 6304 DATE: '25 February 1991 ' ' . INSPECTOR: T. Coop 1 inspected placement of 168 cubic yards of 5 sack, 3000 psi concrete from Miles Sand & Gravel , in the following areas: slab on grade between B.5 & C and Mix Number: 5 & 19. Concrete was placed via pump and it was vibrated internally. Slump range Batch weights per cubic yard: 470 # Type I /II cement, 1480 # sand, 1820 # 7/8" agg. # # oz. per 100# of cement. oz. per 100# of cement. & } Ca. Chl . Cast specimens N 6 A —C at 30 cubic yards with a 4 " slump. Del. ticket # 167298 Cast specimens N 6 D —F at 157 cubic yards with a 4 " slump. Del. ticket N 167350 Cast specimens N at cubic yards with a " slump. Del. ticket N Weather: 50 sunny . Concrete Temperature: 60 CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 2 -26 -91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE DATE AGE IN SPECIMEN ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SQ. IN. OTTO ROSENAU & ASSOCIATES, INC. 3608 3519 JOB NUMBER: 91 -024 Concrete was placed via chute Batch weights per cubic yard: 470 # 1820 # 7/8" agg. 500 # 1 3/8 ", agg. # per 100# of cement. PROJECT: Hartung /Temperline DATE: 27 February 1991 I inspected placement of Miles Sand &Gravel Mix Number: 08 DATE CAST 2 -27 -91 oz. Cast specimens # Cast specimens # Cast specimens # cc :1 —Owner 1— Architect 1— Engineer OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 7232221 7 A —C 3 -6 -91 at at at 7 1— Contractor 1- Bldg;. Dept. Batch Plant CONCRETE REPORT REPORT NUMBER: 007 . INSPECTOR: R. Bogle 100 cubic yards of 5 sack, 3000 , in the following areas: footings on line 2 at lines C.5, C, B.5, & B; footing with grade beams on line 3 at C.5, C, B.5, & B, and on line 4 at C.5, C, B.5, & B. and it was vibrated internally. Slump range 20 cubic yards with a cubic yards with a cubic yards with a Typ Weather: Clear, 61 ° F. Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 2 -28 -91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28,3 SQ. IN.) DATE AGE IN SPECIMEN ULT. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS PERMIT NUMBER: 7 —A 291/10 oz. 105,000 6304 psi concrete from cement, 1480 # sand, oz. per 100# of cement. " slump. Del. ticket # 167585 " slump. Del. ticket # " slump. Del. ticket # STRENGTH LBS /SQ. IN. 3714 OTTO ROSENAU & ASSOCIATES, INC, /#539-711, 'OTTO ROSENAU & INSPECTOR AND DATE PROJECT: Hartung /Temperline ADDRESS : 17830 W. Valley Hwy., Tukwila ASSOCIATES, INC. 6747 M. L. KING WAY SOUTH, SEATTLE, WA 98118 725.4600 CONSTRUCTION INSPECTION REPORT INSPECTOR'S REMARKS PERMIT NUMBER: 6304 JOB NUMBER 91 -024 T. Coop Inspected and approved the resteel, welded wire mesh reinforcing, and forms 2 -25 -91 for slab on grade between B.5 and C and 5 & 19. R. Bogle: Inspected and approved the resteel'and forms for footings: line 2 at C.5, C, 2 -27 -91 B.5,,& B; footing with grade beams at line 3, C.5, C, B.5, & B, and line 4, C.5, C, B.5, & B. Resteel found to be as per approved plans and specification: Resteel is grade. 60, as specified, from Salmon Bay Steel. B. Bellew : : Inspected and approved the resteel and forms in perimeter footing. on 3 -1 -91 grid line A from line 5 to 18 per section C - 2.1. Also three column pads 2 - 5.5 and 1 - 3.5, on grid line 1.7± between lines B & C. Resteel is grade 60, as specified, from Salmon Bay. NOTE: Inspected perimeter footings on grid line A from line 5 to 18 per section C - 2.1 except from line 11± to 13 ±. JOB NUMBER: 91 -024 1820 # 7/8" oz. Cast specimens # Cast specimens # Cast specimens # DATE CAST 2 -9 -91 2 -9 -91 2 -9 -91 2 -9 -91 2 -9 -91 2 -9 -91 cc :1— Owner 1— Architect 1— Engineer S, INC. RECEIVED CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 PROJECT: Hartung Temperline DATE: - •9 February 1991 I inspected placement of Miles Sand & Gravel Mix Number: 08 4 A —C 4 D —F 2 -15 -91 2 -15 -91 3 -8 -91 3 -8 -91 3 -8 -91 3 -8 -91 at at at 7 7 28 28 28 28 1— Contractor 1— Bldg. Dept. Batch Plant CONCRETE REPORT REPORT NUMBER: 004 97 cubic yards with a 203 cubic yards with a cubic yards with a Weather: fog 41 Concrete Temperature: 58 CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 2 -11 -91 Samples A —C have .5% cc per yard. Samples D —F have .75% cc per yard. Slump tests varied from 3 -3/4" — 4 -3/4" every 30 -40 yards. SPECIMEN NUMBER 4 —A 4 —D 4 —B 4 —C 4 —E 4 —F Concrete was placed via pump /chute and it was vibrated internally. Slump range 4 ± Batch weights per cubic yard: 470 # Type I /II cement, agg. # .5% cc per yard #/ . 75% cc, per yardz. per 100# of cement. COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO, IN.) DATE AGE IN UTL, STRENGTH BROKEN DAYS WEIGHT IN LBS 29 #12 oz. 29 #8 oz. 29/112 oz. 29 #14 oz. 291110 oz. 29 #12 oz. 96,000 101,000 148,000 146,000 151,000 148,500 INSPECTOR: D. Spicer 267cubic yards of 5 sack, 3,000 psi concrete from , in the following areas: slab on grade from grid line 5 thru line 19 and between grids C & D. 1" 1480 # sand, per 100# of cement. 4} " slump. Del. ticket # 166388 4 -3/4 " slump. Del. ticket # 166412 "slump. Del. ticket # STRENGTH LBS /SQ. IN. 3395 3572 5235 5164 5341 5252 OTTO ROSENAU & ASSOCIATES, INC. O O ROSENAU & ASSOCIA L=S, INC. 6747 M. L. KING WAY SOUTH, SEATTL , WA 98118 725.4600 CONSTRUCTION INSPECTION REPORT PROJECT: Hartung /Temperline ADDRESS: 17830 W. Valley Hwy., Tukwila INSPECTOR AND DATE T. Coop Inspected and approved the resteel, welded wire mesh reinforcing, and forms 2 -25 -91 for slab on grade between B.5 and C and 5 & 19. R. Bogle Inspected and approved the resteel and forms for footings: line 2 at C.5, C, 2 -27 -91 B.5, & B; footing with grade beams at line 3, C.5, C, B.5, & B, and line 4, C.5, C, B.5, & B. Resteel found to be as per approved plans and specificationE Resteel is grade 60, as specified, from Salmon Bay Steel. B. Bellew Inspected and approved the resteel and forms in perimeter footing on 3 -1 -91 grid line A from line 5 to 18 per section C - 2.1. Also three column pads 2 - 5.5 and 1 - 3.5, on grid line 1.7t between lines B & C. Resteel is grade 60, as specified, from Salmon Bay. NOTE: Inspected perimeter footings on grid line A from line 5 to 18 per section C - 2.1 except from line 11t to 13t. W. Hansen Inspected and approved the resteel and forms for footings between grid D +10' 3 -8 -91 north to grid A @ 5 line, at grid A from 5' west of 5 line to 5 line, 10 to 19 line at grid D, and 19 line from grid D to D +19' north. Also inspected and approved the resteel and forms for tilt -up wall panels P5, 6, 7, 8, 9, 10, 12, 13, 14, 15, 16, 17, & 17A. All resteel was found to be clean and placed per City of Tukwila approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. Note: Check to make sure #5 VTS (bottom) are chaired at all panels prior to concrete placement - 1i" chairs unavailable at time of resteel inspection. R. Bogle 3 -12 -91 INSPECTOR'S REMARKS Inspected and approved the resteel and forms for tilt -up panels not inspected on 3 -8 -91 - panels 18, 19, 20, 21, 22, 23, 24, 25, 26, 29, 30, 31, 32, & 33. Resteel in above panels and panels inspected on 3 -8 -91 were found to be as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. (Concrete placement cancelled.) PERMIT NUMBER: JOB NUMBER: 91 -024 JOB NUMBER: 91-024 PROJECT: Hartung - Temperline DATE: 1 March .1991 I inspected placement of Miles Sand & Gravel Mix Number: 14 Concrete was placed via chute Batch weights per cubic yard: 470 1320 # 7/8" agg. 500 # 1 -3/8" pgg. # DATE CAST oz, Cast specimens # 8 A -C Cast specimens # Cast specimens # 3 -1 -91 3 -8 -91 cc: 1 -Owner 1- Architect 1- Engineer OTTO RCc ENAU & ASSC IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONCRETE REPORT REPORT NUMBER: 008 INSPECTOR: B. Bellew 20 cubic yards of 5 sack, 3, 000 psi concrete from , in the following areas: perimeter footing on grid line A from line 5 to 18 per section C -2.1. (except from line 11± to 13 ±). Also 3 column pads 2 - 5.5 & 1 - 3.5, on grid line 1.7± between lines B & C. 7 1- Contractor 1 -Bldg. Dept. Batch Plant and it was vibrated internally. Slump range # Type I /II oz. per 100# of cement. at 10 cubic yards with a at cubic yards with a at cubic yards with a Weather: cloudy, light showers Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 3 -4 -91 ST I ,IJA(e_,t~, 3 to cement, 4" 1480 # sand, per 100# of cement. 3} " slump. Del. ticket # 167892 " slump. Del. ticket # " slump. Del. ticket # COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN ULT. STRENGTH STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SQ. IN. 8 -A 291/6 oz. 92,000 3254 OTTO ROSENAU & ASSOCIATES, INC. DATE PROJECT NAME ADDRESS PERMIT NUMBER PLAN CHECK NUMBER` SUBMITTED TO: f A14 f 0-& CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (If previously issued) (Ai .2._f * * REVISION SUBMITTAL rilxx WesT TYPE OF REVISION: 1" U I SgQ INV f) e g_ RECEIVED CITY OF TUKWILA PERMIT CENTER CONTACT PERSON L( ?v O I" 1 PHONE 2 2 e=4 e) ARCHTTECF OR ENGINEER - � (;c4 - Aoc i + Lm L tW MW2-S r4`FP,4 R asGa 7 Y • A, . C Z OO Q O cS T 2/1 /? t 4- < ct. 1 G1.iC. (yct.) Pcs. 'S s 0�'_.cr" rat -7` Poe c.c (,),<„,„ s A Na-el) F= C f/1 A( Gab Vii -S'D cJ ! if 7>k r v'-[ (S ow �) J- IY( i.> ! 4 c!7NSvbe l -crri I C esC. 1s 4(2'c r St( oL 5 CCIAW SHEET NUMBER(S) / —/ L _ — (A. 9. /i 2.7 "Cloud" or highlight all areas of revI ions and date revisions. - - -� 1�- 50 e - €01 1 P C.roo n t "- f- 3-(0-q) -P CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: FROM: DATE: Jane Cantu, City Clerk Phil Fraser, Senior Engineer November 15, 1990 Attachments (6) xc: Finance Department Planning Director Greg Villanueva Read File Development File: Hartung - Temperline PF /amc :7• :hrtng2 PHONE II (206) 433.1800 SUBJECT: Hartung - Temperline Building (Hartung Glass) Letters of Credit for Drainage and Traffic Ref: EPIC File - 33 -89 Goy L. 6bnDu. en. Mayor Enclosed you will find two (2) Irrevocable Standby Letters of Credit from U.S. Bank of Washington dated November 13, 1990. One is for . traffic improvements on West Valley Highway for an amount not exceed— ing $22,269.00 (Letter of Credit Number S082478). The other is for drainage study for the basin to the P -1 channel for an amount not ex- ceeding $7,500.00 (Letter of Credit Number S082479). The City Clerk's office maintains the permanent file for original documents as those enclosed. NOVEMBER 13, 1990 BENEFICIARY: CITY OF TUKWILA PUBLIC WORKS DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION INTERNATIONAL BANKING DIVISION 1414 FOURTH AVENUE, P.O. BOX 720 SEATTLE, WASHINGTON U.S.A. 98111 -0720 SWIFT USBWUS66 FAX (206) 344 -5374 ISSUANCE: (206) 587 -7049 NEGOTIATIONS: (206) 344 -5447 IRREVOCABLE STANDBY LETTER OF CREDIT LETTER OF CREDIT NUMBER: S082478 EXPIRY DATE: NOVEMBER 15, 1991 AT: OUR COUNTERS PRESENTLY LOCATED AT 1414 FOURTH AVENUE INTERNATIONAL DEPARTMENT SEATTLE, WASHINGTON 98101 ON OR BEFORE 4:00 P.M. APPLICANT: HARTUNG AGALITE GLASS CO., INC. 17830 WEST VALLEY HIGHWAY TUKWILA, WA 98188 AMOUNT: NOT EXCEEDING U.S. DOLLARS 22,269.00 ( TWENTY TWO THOUSAND TWO HUNDRED SIXTY NINE 00/100 U.S. DOLLARS ) WE HEREBY ISSUE THIS IRREVOCABLE STANDBY LETTER OF CREDIT AVAILABLE BY YOUR DRAFT(S) DRAWN AT SIGHT ON US AND ACCOMPANIED BY THE FOLLOWING DOCUMENTS: 1. STATEMENT PURPORTEDLY SIGNED BY AN AUTHORIZED INDIVIDUAL OF THE CITY OF TUKWILA - PUBLIC WORKS DIVISION, CERTIFYING THAT NICK AND PATRICIA SCIOLA, PRE -APP 023 -89, HAVE NOT SATISFACTORILY MET THE CONDITIONS OF PARAGRAPH THREE OF THE MITIGATING MEASURES FOR EPIC -33 -89 HARTUNG TEMPERLINE BUILDING, REVISED FEBRUARY 28, 1990. THE DETERMINATION REQUIRED BY THIS PARAGRAPH WILL BE IN THE SOLE DISCRETION OF THE CITY OF TUKWILA. 2. THE ORIGINAL OF THIS LETTER OF CREDIT. SPECIAL CONDITIONS: ANY AND ALL BANKING CHARGES OTHER THAN THOSE OF THE ISSUING BANK ARE FOR THE ACCOUNT OF THE BENEFICIARY. ** THIS PAGE 1 FORMS AN INTEGRAL PART OF CREDIT S082478 ** A I I r; 1 -it 11' 111r11 i ntif 1 u 1ru 1k/ C..I I : ' I ' iru u*:r71r1'i n1"11'1111171I1v BANK DRAFTS DRAWN UNDER THIS CREDIT MUST BEAR THE CLAUSE: "DRAWN UNDER U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION IRREVOCABLE STANDBY LETTER OF CREDIT S082478 THIS CREDIT IS SUBJECT TO "THE UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS" (1983 REVISION) INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO. 400 WE HEREBY ENGAGE WITH YOU THAT DRAFT(S) DRAWN AND /OR DOCUMENTS PRESENTED AND NEGOTIATED UNDER AND IN COMPLIANCE WITH THE TERMS OF THIS IRREVOCABLE STANDBY LETTER OF CREDIT WILL BE DULY .HONORED UPON PRESENTATION TO US THE AMOUNT OF EACH DRAWING MUST BE ENDORSED ON THE REVERSE•OF. THIS CREDIT BY THE NEGOTIATING BANK U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION INTERNATIONAL BANKING ^' ION LEMASH B. TILAHHN CORPORATE OFFICER ** THIS PAGE T'ORI D S NA URE S! EPIC -1 -89: Mitigating Measures for Hartung - Temperline Building Revised February 28, 1990 0 " c' ' ,2/22 / ?c* ce"fiwr'(v„ -q V L A Mitigated Determination of Non - Significance is finalized for u /?/c the subject project as proposed with nine SEPA conditions. Conditions 2, 4, 5, and 7 have been slightly modified based on comments received. The proposed project'is as described in the attached checklist including, but not limited to the following characteristics: Per Sheet 1 of 3 (2/1/90) A. The northern driveway of the existing Hartung building (Hartung 1) shall be removed and relocated as a joint access driveway with the new Hartung building (Hartung 2). B. The proposed northern driveway shall be located in a coordinated manner with the existing Howard Cooper driveway to form a joint access driveway. C. A parking easement shall be established on the adjacent southern lot to provide for the proposed parking. The following impact mitigating conditions must be satisfied prior to the issuance of a building permit. All subsequent City actions including, but not limited to, approval by the Board of Architectural Review. Traffic Mitigation 1. A minimum 20 ft. wide emergency fire access easement shall be established to provide adequate apparatus access to all sides of the building. The City will accept the applicant's proposed easement on the Howard Cooper property which loops around the eastern end of the Hartung 1 and Hartung 2 buildings and thence to the southern Hartung 1 driveway. 2. The southerly driveway shall be allowed to have'a maximum 45 foot width. Its location can be adjusted to the north to avoid power transformers. The specific location shall be approved by the Public Works Director and parking requirements must continue to be met. The northerly joint access driveway shall be designed for a maximum width of 45 feet with one in -bound and two out- bound lanes. The specific location shall be approved by the Public Works Director. • 3. The property's fair share cost of the W. Valley Hwy. (SR- 181)/So. 180th Street intersection improvement shall be deposited with the City of Tukwila prior to issuance of a building permit. This fair share amount is $22,269, based on the proportion of new project traffic entering the intersection. The 47 P.M. peak hr. trips generated from the project (per TPE traffic appendix to the environmental checklist) divided by the increased traffic between 1989 and 2010 which is 3,208 trips ( = 8,222 - 5014) (per CH2M Hill), and multiplying this percentage by the improvement cost of $1,520,000. This intersection improvement is necessary in order to allow the proposed project to proceed per the Tukwila Public Works Dept. since the highway segment is now at LOS F. This payment is in lieu of charging the property for frontage improvements which would normally be required were the highway segment designs completed at this time. The Public Works Dept. anticipates $22,269 to be well below the minimum cost of road improvements to the project site. The owner shall not be responsible for the cost of frontage improvements associated with the SR181 /So. 180th St. intersection improvement (84 -RW40) other than this one time cash payment. Improvements are anticipated to include a retaining wall, sidewalk, and actual road construction. 4. The owner shall work with the City on the design and construction of West Valley Hwy. widening. This shall include modifying the existing utility, sidewalk, and road slope easement to allow its use for future road widening at no cost to the City for this easement change, prior to issuing a building permit. Surface Water Drainage 5. Biofiltration shall be provided for storm runoff from vehicular parking and circulation areas prior to discharge to the wetlands located east of the Renton sewer main to satisfy Federal Clean Water Act and RCW 90.48 requirements as approved by the Public Works Director. 6. The easement necessary from the Howard Cooper or Ryder property to accommodate the proposed biofiltration swale shall be established prior to issuance of a building permit. 7. The applicant shall fund $7,500 in a letter of credit or interest bearing account, of a $30,000 drainage study to establish the long -term design solution for drainage and agree to participate in a local improvement district (LID) to provide surface water capacity for the 2, 10 and 100 year storm events to connect to the P -1 drainage channel. This (' funding shall be credited against the future LID if, and only if, the LID includes the study costs. This is to provide long -term mitigation for the cumulative impacts of developments discharging into a very marginal storm drainage system. This system is anticipated to become overloaded in the mid -term future due to the cumulative impacts of other developments in Renton and is in lieu of the Renton requirement for detention of seven days of the 100 year storm, for projects discharging into their storm drainage facility. The $7,500 payment shall release the property from any further monetary obligation to support a basin drainage study. However, property owner shall continue to be responsible for fair share participation in the long -term solution for drainage. This participation shall include PS & E, right of way acquisition, environmental mitigation (for the system), and construction /engineering /administrative coats. This money shall be returned to the property owner if not contractually obligated within five years of assignment or deposit with the City. A bond will not be an acceptable substitute. fewer 4nd Water Availability 8. Certificates of sewer and water service from'the:City.,of Renton shall be submitted to the Public Works Dept. prior to issuance of a building permit. Easements 9. All easements and joint access drives shall be legally established in documents to be recorded with the King County. Records and Elections Office as part of the property description and may not be altered withotit the written consent of the City of Tukwila. files Hartung.mit ' • �F�J1� rti F: 1� ( ..: (:1) 2 G Z 7TO Mitigating Measures for Z 33 EPIC - ;89: / Hartung - Temperline Building A Mitigated Determination of Non - Significance is issued for the subject project as proposed with nine SEPA conditions. The proposed project is as described in the attached checklist including, but not limited to the following characteristics* Per Sheet 1 of 3 (2/1/90) A. The northern driveway of the existing Hartung building (Hartung 1) shall be removed and relocated as a joint access driveway with the new Hartung building (Hartung 2). B. The proposed northern driveway shall be located in a coordinated manner with the existing Howard Cooper driveway to form a joint access driveway. C. A parking easement shall be established on the adjacent southern lot to provide for the proposed parking. The following impact mitigating conditions must be satisfied prior to the issuance of a building permit. All subsequent City actions including, but not limited to, approval by the Board of Architectural Review. Traffic Mitigation 1. A minimum 20 ft. wide emergency fire access easement shall be established to provide adequate apparatus access to all sides of the building. The City will accept the applicant's proposed easement on the Howard Cooper property which loops around the eastern end of the Hartung 1 and Hartung 2 buildings and thence to the southern Hartung 1 driveway. The southerly joint access driveway shall be designed for a maximum total width of 35 feet per Tukwila Public Works Department "Standard Plans." The northerly joint access driveway shall be designed for a maximum widt o 5 f-et with one in- oundan two out -bound lanes. The • • ,. ° " . all be ewe. The Public Works H v°'srz - v In-bound-large tLuuk turns - €rom -a30- mph-- €acility; 3. The property's fair share cost of the W. Valley Hwy. (SR- 181)/So. 180th Street intersection improvement shall be deposited with the City of Tukwila prior to issuance of a building permit. This fair share amount is $22,269, based on the proportion of new project traffic entering the intersection. The 47 P.M. peak hr. trips generated from the project (per TPE traffic appendix to the environmental checklist) divided by the increased traffic between 1989 and 2010 which is 3,208 trips ( = 8,222 - 5014) (per CH2M Hill), and multiplying this percentage by the improvement cost of $1,520,000. This intersection improvement is necessary in order to allow the proposed project to proceed per the Tukwila Public Works Dept. since the highway segment is now at LOS F. This payment is in lieu of charging the property for frontage improvements which would normally be required were the highway segment designs completed at this time. The Public Works Dept. anticipates $22,269 to be well below the minimum cost of road improvements to the project site. The owner shall not be responsible for the cost of frontage improvements associated with the SR181 /So. 180th St. intersection improvement (84 -RW40) other than this one time cash payment. Improvements are anticipated to include a retaining wall, sidewalk, and actual road construction. 4. The owner shall ` with the City on the design and construction of West Valley Hwy. widening. This shall include, , modifying the existing utility, sidewalk, and road slope easemen t its use for future road widening at no cost to th " �"p issuing a building permit. S• = oad widening along this property frontage may necessa •40, con junction with the SR181 /49..•180 €h St. intersection improvement necessary_.to•'support the proposed project. Modification of-,.the to allow City use of an existing roadway alope easement, or roadway construction, is in lieu ohe dedication 6T - right of way necessa O1 the intersection improvement in on No. 3 re highway segment designs complete Surface Water Drainage 5. Biofiltration shall be provided to all storm runoff prior to discharge to the wetland areas east of the Renton sewer main ---- to satisfy Federal Clean Water Act requirements. / /Biofiltration shall be designed to remove 95 percent of all `contaminants prior to discharge into the wetland. Biofiltration design shall be subject to Public Works Dept. approval. 6. The easement necessary from the Howard Cooper or Ryder property to accommodate the proposed biofiltration swale shall be established prior to issuance of a building permit. 'N ( 7. The applicant shall fund $7,500 of a $30,000 drainage study to establish the long -term design solution for dratwa and agree to participate in a local improvement district';;o provide surface water capacity for the 2, 10 and 100 year storm events to con nect o th .. ► e P -1 drainage charms is - fuhlhj4�+•« tm cteki4ed Aysb.41 the or LIIO j a •4(Y i4, 44+- LID ih C�wkat -Ka. Sfwir u sfs . This is to provide long -term mitigation for the cumulative impacts of developments discharging into a very marginal storm drainage system. This system is anticipated to become overloaded in the mid -term future due to the cumulative impacts of other developments in Renton and is in lieu of the Renton requirement for detention of seven days of the 100 year storm, for projects discharging into their storm drainage facility. The $7,500 payment shall release the property from any further monetary obligation to support a basin drainage study. However, property owner shall continue to be responsible for fair share participation in the long -term solution for drainage. This participation shall include PS & E, right of way acquisition, environmental mitigation (for the system), and construction /engineering /administrative costs. This money shall be returned to the property owner if not contractually obligated within five years of assignment or deposit with the City. A bond will not be an acceptable substitute. Sewer and Water Availability 8. Certificates of sewer and water service from the City of Renton shall be submitted to the Public Works Dept. prior to issuance of a building permit. Easements 9. All easements and joint access drives shall be legally established in documents to be recorded with the Ring County Records and Elections Office as part of the property description and may not be altered without the written consent of the City of Tukwila. file: Harmit.2 •• • . , "- ••••• - 22/ p i ck YA •■•••• . C c.)-i '2. I SOL/4N C_`. kr 41CA-z 10 q i(o Ai 4s 4 1+ J 10 cat n Cet vi l ac t ., • • " • • •; i 0 w $-42 c_ sut4 yku) ex.ts-k-4v , dope. eft se )." Lere. )s %evil co st i•0 • •• r " ' -*** • ••.•t• ••" " " "" • - - - "*""71""" -- 7?" - "• - ."'"" - , 17C eoct * 1*-tarc. WPrAAN ar (Veil Wtil kg/ ette •• . • ...I V‘ bkettl . A1 - A 1: • qc-t •4 rave "+;r0 CdrIsne 4.:,.....h.„..,...„ • . ye-c..X.,c_ I Grit chn I • yirto-P ck to rco 4 I--ek 1 ;a Oct v-47 v.re „E.+ •-••• "" " " • ••• 0 .• ■••• - • •• !•• • • • C y ■ety\ wilma eaSie PrNe. \ I t1 + . e- NOVEMBER 13, 1990 BENEFICIARY: CITY OF TUKWILA PUBLIC WORKS DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION INTERNATIONAL BANKING DIVISION 1414 FOURTH AVENUE, P.O. BOX 720 SEATTLE, WASHINGTON U.S.A. 98111 -0720 SWIFT USBWUS66 FAX (206) 344 -5374 ISSUANCE: (206) 587 -7049 NEGOTIATIONS: (206) 344 -5447 IRREVOCABLE STANDBY LETTER OF CREDIT LETTER OF CREDIT NUMBER: S082479 EXPIRY DATE: NOVEMBER 15, 1991 AT: OUR COUNTERS PRESENTLY LOCATED AT 1414 FOURTH AVENUE INTERNATIONAL DEPARTMENT SEATTLE, WASHINGTON 98101 ON OR BEFORE 4:00 P.M. APPLICANT: HARTUNG AGALITE GLASS CO., INC. 17830 WEST VALLEY HIGHWAY TUKWILA, WA 98188 AMOUNT: NOT EXCEEDING U.S. DOLLARS 7,500.00 ( SEVEN THOUSAND FIVE HUNDRED 00/100 U.S. DOLLARS ) WE HEREBY ISSUE THIS IRREVOCABLE STANDBY LETTER OF CREDIT AVAILABLE BY YOUR DRAFT(S) DRAWN AT SIGHT ON US AND ACCOMPANIED BY THE FOLLOWING DOCUMENTS: 1. A STATEMENT PURPORTEDLY SIGNED BY AN AUTHORIZED INDIVIDUAL OF THE CITY OF TUKWILA - PUBLIC WORKS DIVISION, CERTIFYING THAT NICK AND PATRICIA SCIOLA, PRE -APP 023 -89, HAVE NOT SATISFACTORILY MET THE CONDITIONS OF PARAGRAPH SEVEN OF THE MITIGATING MEASURES FOR EPIC -33 -89 HARTUNG TEMPERLINE BUILDING, REVISED FEBRUARY 28, 1990. THE DETERMINATION REQUIRED BY THIS PARAGRAPH WILL BE IN THE SOLE DISCRETION OF THE CITY OF TUKWILA. 2. THE ORIGINAL OF THIS LETTER OF CREDIT. SPECIAL CONDITIONS: ANY AND ALL BANKING CHARGES OTHER THAN THOSE OF THE ISSUING BANK ARE FOR THE ACCOUNT OF THE BENEFICIARY. ** THIS PAGE 1 FORMS AN INTEGRAL PART OF CREDIT S082479 ** %\ I I fI. aa ( u v 1. .1 RAFTS DRAWN UNDER THIS CREDIT MUST BEAR THE CLAUSE: "DRAWN UNDER 'U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION IRREVOCABLE STANDBY LETTER OF CREDIT S082479 THIS CREDIT IS SUBJECT TO "THE UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS" (1983 REVISION) INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO. 400 WE HEREBY ENGAGE WITH YOU THAT DRAFT(S) DRAWN AND /OR DOCUMENTS". PRESENTED AND NEGOTIATED UNDER AND IN COMPLIANCE WITH THE TERMS, OF THIS IRREVOCABLE STANDBY LETTER OF CREDIT WILL BE DULY HONORED UPON PRESENTATION TO US THE AMOUNT OF EACH DRAWING MUST BE ENDORSED ON THE REVERSE OF .'THIS CREDIT BY THE NEGOTIATING BANK U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION INTERNATIONAL BANKING DIV AU ZED IG ** ;THIS, PAGE 2 FORMS AN INTEGRAL ' PART. OF ;CREDIT . S082479 * * 1 I ,.. ; 11; � ,�, II AtEMASH B. TILAHUN OFFICER 0 . S EPIC- P8 -89: Mitigating Measures for Hartung - Temperline Building Revised February 28, 1990 %° ter ` .;1. / ?Z. / ?C t a v1�j I T! vA S • \ A Mitigated Determination of Non - Significance is finalized for k6;4'c' the subject project as proposed with nine SEPA conditions. Conditions 2, 4, 5, and 7 have been slightly modified based on comments received. The proposed project'is as described in the attached checklist including, but not limited to the following characteristics: Per Sheet 1 of 3 (2/1/90) A. The northern driveway of the existing Hartung building (Hartung 1) shall be removed and relocated as a joint access driveway with the new Hartung building (Hartung 2). B. The proposed northern driveway shall be located in a coordinated manner with the existing Howard Cooper driveway to form a joint access driveway. C. A parking easement shall be established on the adjacent southern lot to provide for the proposed parking. The following impact mitigating conditions must be satisfied prior t� the issuance of a building permit. All subsequent City actions including, but not limited to, approval by the Board of Architectural Review. Traffic Mitigation 1. A Tinimum 20 ft. wide emergency fire access easement shall be established to provide adequate apparatus access to all sides of the building. The City will accept the applicant's proposed easement on the Howard Cooper property which loops around the eastern end of the Hartung 1 and Hartung 2 buildings and thence to the southern Hartung 1 driveway. 2. The southerly driveway shall be allowed to have a maximum 45 foot width. Its location can be adjusted to the north to avoid power transformers. The specific location shall be approved by the Public Works Director and parking requirements must continue to be met. The northerly joint access driveway shall be designed for a maximum width of 45 feet with one in -bound and two out- bound lanes. The specific location shall be approved by the Public Works Director. 3. The property's fair share cost of the W. Valley Hwy. (SR- 181)/So. 180th Street intersection improvement shall be deposited with the City of Tukwila prior to issuance of a building permit. This fair share amount is $22,269, based on the proportion of new project traffic entering the intersection. The 47 P.M. peak hr. trips generated from the project (per TPE traffic appendix to the environmental checklist) divided by the increased traffic between 1989 and 2010 which is 3,208 trips ( = 8,222 - 5014) (per CH2M Hill), and multiplying this percentage by the improvement cost of $1,520,000. This intersection improvement is necessary in order to allow the proposed project to proceed per the Tukwila Public Works Dept. since the highway segment is now at LOS F. This payment is in lieu of charging the property for frontage improvements which would normally be required were the highway segment designs completed at this time. The Public Works Dept. anticipates $22,269 to be well below the minimum cost of road improvements to the project site. The owner shall not be responsible for the cost of frontage improvements associated with the SR181 /So. 180th St. intersection improvement (84 -RW40) other than this one time cash payment. Improvements are anticipated to include a retaining wall, sidewalk, and actual road construction. 4. The owner shall work with the City on the design and construction of West Valley Hwy. widening. This shall include modifying the existing utility, sidewalk, and road slope easement to allow its use for future road widening at no cost to the City for this easement change, prior to issuing a building permit. Syrface Water Drainage 5. Biofiltration shall be provided for storm runoff from vehicular parking and circulation areas prior to discharge to the wetlands located east of the Renton sewer main to satisfy Federal Clean Water Act and RCW 90.48 requirements as approved by the Public Works Director. 6. The easement necessary from the Howard Cooper or Ryder property to accommodate the proposed biofiltration Swale shall be established prior to issuance of a building permit. 7. The applicant shall fund $7,500 in a letter of credit or interest bearing account, of a $30,000 drainage study to establish the long -term design solution for drainage and agree to participate in a local improvement district (LID) to provide surface water capacity for the 2, 10 and 100 year storm events to connect to the P -1 drainage channel. This r files Hartung.mit funding shall be credited against the future LID if, and . only if, the LID includes the study costs. This is to provide long -term mitigation for the cumulative impacts of developments discharging into a very marginal storm drainage system. This system is anticipated to become overloaded in the mid -term future due to the cumulative impacts of other developments in Renton and is in lieu of the Renton requirement for detention of seven days of the 100 year storm, for projects discharging into their storm drainage facility. The $7,500 payment shall release the property from any further monetary obligation to support a basin drainage study. However, property owner shall continue to be responsible for fair share participation in the long -term solution for drainage. This participation shall include PS & E, right of way acquisition, environmental mitigation (for the system), and construction /engineering /administrative costs. This money shall be returned to the property owner if not contractually obligated within five years of assignment or deposit with the City. A bond will not be an acceptable substitute. Newer and Water Availability 8. Certificates of sewer and water service from the City of Renton shall be submitted to the. Public Works Dept. prior issuance of a building permit. SAsaments 9. All easements and joint access drives shall be legally established in documents to be recorded with the King County Records and Elections Office as part of the property description and may not be altered withoot the written consent of the City of Tukwila. Mitigating Measures for EPIC - 89: Hartung - Temperline 33 v ) z2 / ?D A Mitigated Determination of Non - Significance is issued for the subject project as proposed with nine SEPA conditions. The proposed project is as described in the attached checklist including, but not limited to the following characteristics: Per Sheet 1 of 3 (2/1/90) A. The northern driveway of the existing Hartung building (Hartung 1) shall be removed and relocated as a joint access driveway with the new Hartung building (Hartung 2). B. The proposed northern driveway shall be located in a coordinated manner with the existing Howard Cooper driveway to form a joint access driveway. C. A parking easement shall be established on the adjacent southern lot to provide for the proposed parking. The following impact mitigating conditions must be satisfied prior to the issuance of a building permit. All subsequent City actions including, but not limited to, approval by the Board of Architectural Review. Traffic Mitigation 1. A minimum 20 ft. wide emergency fire access easement shall be established to provide adequate apparatus access to all sides of the building. The City will accept the applicant's proposed easement on the Howard Cooper property which loops around the eastern end of the Hartung 1 and Hartung 2 buildings and thence to the southern Hartung 1 driveway. The southerly joint access driveway shall be designed for a maximum total width of 35 feet per Tukwila Public Works Department "Standard Plans." The northerly joint access driveway shall be designed for a maximum widt o 5 f - Qt with one in- oun an two out -bound lanes. The •` •A� r ' all be -wide. The Public Works � = .. er#e ` e- - -- -d� ec ign rge p 1 Mvuc - trans- om a 50 --mph facili.t .: 3. The property's fair share cost of the W. Valley Hwy. (SR- 181)/So. 180th Street intersection improvement shall be deposited with the City of Tukwila prior to issuance of a Building building permit. This fair share amount is $22,269, based on the proportion of new project traffic entering the intersection. The 47 P.M. peak hr. trips generated from the project (per TPE traffic appendix to the environmental checklist) divided by the increased traffic between 1989 and 2010 which is 3,208 trips ( = 8,222 - 5014) (per CH2M Hill), and multiplying this percentage by the improvement cost of $1,520,000. This intersection improvement is necessary in order to allow the proposed project to proceed per the Tukwila Public Works Dept. since the highway segment is now at LOS F. This payment is in lieu of charging the property for frontage improvements which would normally be required were the highway segment designs completed at this time. The Public Works Dept. anticipates $22,269 to be well below the minimum cost of road improvements to the project site. The owner shall not be responsible for the cost of frontage improvements associated with the SR181 /So. 180th St. intersection improvement (84 -RW40) other than this one time cash payment. Improvements are anticipated to include a retaining wall, sidewalk, and actual road construction. 4. The owner shall`-e wic with the City on the design and construction of West Valley Hwy. widening. This shall include, , modifying the existing utility, sidewalk, and road slope easement allow its 2se for future road widening at no cost to the jer"pribri o issuing a building permit. S• = oad widening along this property frontage m necessa -.Jj} conjunction with the SR181 /S9,- -180th St. intersection' Improvement necessary to•mupport the proposed project. Modification of-,.ther to allow City use of an existing roadway aloe easement,..tor roadway construction, is in lieu of he' actual dedication 6T - right of way necessa intersection improvement in on No. 3 =re highway segment designs complete Surface Water Drainage 5. Biofiltration shall be provided to all storm runoff prior to discharge to the wetland areas east of the Renton sewer main to satisfy Federal Clean Water Act requirements. (Biofiltration shall be designed to remove 95 percent of all • t contaminants prior to discharge into the wetland. —. Biofiltration design shall be subject to Public Works Dept. approval. 6. The easement necessary from the Howard Cooper or Ryder property to accommodate the proposed biofiltration Swale shall be established prior to issuance of a building permit. files Harmit.2 Sewer and Water Availability „A�tt �v do Ail V ( 1 4 P 7. The applicant shall fund $7,500 of a $30,00 0 drainage study to establish the long -term design solution for dratrrj�ge and agree to participate in a local improvement district,t'o provide surface water capacity for the 2, 10 and 100 ear storm events to connect tp t P -1 drainage channe . i s 4 a�h 740 bt cre�ti4e4 4,41h.s1 the- urt 1.110 ,a , (y - i 44 Lt rh �.lu es 4as. � r "ifs. This is to provide long -term mitigation for the cumulative impacts of developments discharging into a very marginal storm drainage system. This system is anticipated to become overloaded in the mid -term future due to the cumulative impacts of other developments in Renton and is in lieu of the Renton requirement for detention of seven days of the 100 year storm, for projects discharging into their storm drainage facility. The $7,500 payment shall release the property from any further monetary obligation to support a basin drainage study. However, property owner shall continue to be responsible for fair share participation in the long -term solution for drainage. This participation shall include PS & E, right of way acquisition, environmental mitigation (for the system), and construction /engineering /administrative costs. This money shall be returned to the property owner if not contractually obligated within five years of assignment or deposit with the City. A bond will not be an acceptable substitute. 8. Certificates of sewer and water service from the City of Renton shall be submitted to the Public Works Dept. prior to issuance of a building permit. Easements 9. All easements and joint access drives shall be legally established in documents to be recorded with the King County Records and Elections Office as part of the property description and may not be altered without the written consent of the City of Tukwila. (6\ v )‘.5-5 - A- Yk4 te; _s 4 .1-L., pi , J, . J A VC.) C` p. v.► T • G ff -PPic. ` Nom, o f VQ r.L4 N I I y W S 0ii` h c y u (w a- +c.) 1 0 2. 6 ,1/4/ ai •s -c 1 I+ Iocco, TC � J G1 Vt O $L Its I-s '�df"y►14 CJ I0 C_a1'(din . ,/e,,r,t,P 1 r A r--a` I a r L r oo f v. re .N s 1'�T (Ps �' M PC dap < )1, ...... ..„.............., . 4. le • t -) 1 \0.- 0 w b-42 c� S Lt\frv ; ............ , ....�._.. 1 w 2dr ��- ex.k S ``l roa:el. $- ...6lo e-.. a- 1A11AN Qase. -r f .'-‘ \v-ccoae. 0.6x.ck,ty. uS e • ' 1'.C're, IS I'm Gv S b t y w\ua e ctS e fry,e . , *1. 9011130089 COPY OF ORIGINAL FILED NOV 13 1990 Director of Records R, E!., ...ti,. Easament for Access - 1 Nick Sciola and Patricia Sciola 2 /3497-1 /sciolame.n09 EASEMENT FOR ACCESS AND PANNING THIS EASEMENT AGREEMENT is between Nick Sciola and Patricia Ann Sciola, Husband and Wife as owners of the property described in Exhibit A hereto ( "Grantor ") and Nick Sciol and Patricia Ann Sciola, Husband and Wife as owners of the prop rty described in Exhibit H hereto ( "Grantee"). This document ip a re-record and amends the document filed under Ring County Recording No. 9010190497. RECITALS AGREEMENT A. Grantor owns certain real property located in King County, Washington, and more particularly described in Exhibit A hereto, incorporated herein this reference.) B. Grantee owns certain real property located in Xing County, Washington, and more particularly described in Exhibit H hereto, incorporated herein by this referenee.1 C. Grantor and Grantee desire to enter ifito a mutual agreement whereby Grantor gives Grantee an easement t for ingress and egress. NOW, THEREFORE, IN CONSIDERATION of mutual agreements herein contained the parties agree as follows: 1.0 Easement t r General A cess. 1.1 Grant of Easement. Grantor hereby grants to Grantee a perpetual non - exclusive easement in the property described on Exhibit A for the purposes statedlin paragraph 1.2 hereof. 1.2 Purposes. Grantee shall have the right of ingress and ogress over, across and through the property described on Exhibit A for general, including vehicular, access to such property by Grantee and for parking purposes, tta agents, i1 r ; ,!i� 61k , DcPutY employees, guests and invitees. Grantee may install at its expense a concrete, asphalt or gravel driveway for such purpose, not to exceed 60 feet in width, over the land described in Exhibit A, and shall thereafter maintain the same in good condition. Neither party shall construct buildings or any improvements except as provided in paragraph 1 westerly 535 feet of the easement area as disc The reason for this no build easement is to ob 6o foot yard necessary for allowable building prescribed by the 1988 Uniform Building Code. 2.0 Covenants Running With L.w.±r_1, The ea manta herein granted, the restrictions hereby imposed, and a agreements herein contained shall be easements, rsstriotions, and covenants running with the land, shall be appurtenant to the adjoining land owned by Grantee desribed in Exhibit B, and shall inure to the benefit of, and be binding upon, the parties hereto and their respective heirs, successors, and assigns. IN WITNESS WHEREOF, the parties have sign this agreement April. , 1990. STATE OF WASH COUNTY of On this Patricia Ann NGTON ) s e. Easement for Access - 2 Nick Sciola and Patricia Ann Sciola 2 /3497- 1/saiolame.n09 .2 above on the r ibed in Exhibit A. C ain the required reek increases as day personally appeared before me;Nick Sciola and Sciola, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they ■ignsd the sasr.as their 'free . and voluntary act and deed for the uses and •ocss therein tion d. Given under my hand and offi 'Sal is day of 199o. •Nota an••eor the.9tate of yl ii ,ington, r siding at �y • coma er on a rae �r'/5r"7 . CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #90 -329: Hartung - Temperline 17750 W Valley Hy PHONE # (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME,P� Q THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER • 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the 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 permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Gary L. VanDusen. Mayor Hartung- Temperline Page 2 11. Partition walls attached to ceiling grid must 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. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 19. 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 "I 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 • 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 X 8 Insulation 431 -3670 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 (INSPECTOR COMMENT SECTION ON REVERSE) SITE ADDRESS: CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 17750 W Valley Hy OTHER AGENCIES: BUILD PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place SUITE NO.: BUILDING Lo3 Of , PERMIT NO. 1 DATE ISSUED: PROJECT: Hartung — Temperline 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. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 5. 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. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. 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. 06/17/90 '`X• REQUIRED INSPECTIONS 4 i Footings 4 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 Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL PLAN CHECK NUMBER 90 -329 F PROJECT: 444eroNC( -- 7 `'V Q.l.l N E THE FOLLOWING COMMENTS APPLY TO AND IECOME PART OF TMt APPROVED PLANS •.NDEA TAU- KWW1LLA BUILDING PERMIT NUMBER ,(�i, No changes will be sods to the plant unless approved by the �--�/ Architect and the Tukwila Building Division, 100/ Plumbing permit shall be obtained through the King County wealth v� Department and plumbing will be inspected by tnat agency, ncluding all gas piping 1296-4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical war' will se inspected by that agency 1872- 63631, tt� All mechanical work shall be under separate permit through the {/�� City of Tukwila. oar All permits, inspection records, and approved plans shall be // posted at the fob site prior to the start of any construction, Idi When special inspection is required either the owner, architect or KJ 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 fanner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, U8C). '' All structural welding to be done by W.A.8.O. certified welder a structural welding to be done by W.A.8.O. certified welder and special inspected (Sac. 306, UBC). All high - strength bolting to be special inspected )Soc. 306, UBC). 0112'] / Any new ceiling grid and light fixture installation is required to {/� test lateral bracing requirements for Seismic Zone 3. 1121/ Partition walls attached to ceiling grid suet be laterally braced if over eight 181 feet in length. Readily accessible access to roof mounted equipment is required. V€ € Engineereed truss drawings and calculations shall be on site and ��`✓! available to the building inspector for inspection purposes. Dacueents shall bear the seal and signature of a Washington State Professional Engineer. . J2 Any exposed Insulations backing material to have Flame Spread VV Rating of 25 or less, and material shall bear identification showing the fire perforeanCS rating thereof. Subgrade preparation including drainage, excavation, cospsction, and fill requirements shall conform strictly with recommendations given in the foils report prior to final inspection (see attached Procedure.). A statement from the roofing contractor verifying fire retardancy 11VV��� of roa4 Wlll be required prior to final inspection (see attached procedure). � All construction to be done in conformance with approved plans and requirements of the Uniform !wilding Code 11988 Edition), Uniform Mechanical Code 11988 Edition), Washinnton State Energy Code 11989 Edition), and Washington Stae Regulations for Barrier Free Facility 11959 Edition), 18 All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be fade by calling King County Health Department, 296 -4787, 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 fob site. ( •) Fire retardant treated wood shall have a (lase 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. I,. Notify the City of Tukwila Building Division prior to placing any 1 /concrete. This procedure is in addition to any requirements for special inspection. O All spray applied fireproofing as required by U.S.C. Standard No. 43.8, shall be special inspected. x./ All wood to remain in placed concrete shall be treated wood. 23 All structural a sonny shall be special inspected per U.I.C. Section 306 (al 7. s J,n) Validity of Pereit. The issuance of a permit or approval of V� plans, specifications and computations shall not be construed to be a 'welt for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No torsit presuming to give authority or violate or cancel the provisions of this code shall be valid. Fire Department Review Control Number 90 -329 Re: Hartung Temperline - 17750 West Valley Highway Dear Sir: City Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor September 19, 1990 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 be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC City of Tukwila 3304(b)) FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor 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. An approved automatic fire sprinkler extinguishing system is required and shall be designed, installed and tested. (City Ordinance #1528) An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1528) Local U.L. Central Station Supervision is required. (UFC 14.105) This office is to be contacted to witness flushing of underground piping 200 psi pressure tests on all sprinkler system piping. (NFPA 13.1 -10.2) (UFC 10.302) 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) City di Tukwila X 1908 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 Gary L. VanDusen, Mayor 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)) All new underground piping shall be tested hydrostatically. Test pressure shall be not less than 200 psi for 2 hours. Maximum leakage allowed (with joints in plain view) shall not exceed 2 quarts per hour. The Fire Department shall witness all tests. (NFPA 24, 8 -9.3.2 & NFPA 24, 8- 9.3.3) (UFC 10.301) All underground piping shall be visually inspected by the Tukwila Fire Department prior to any backfilling. Pipe joints shall not be covered until after completion of a successful hydrostatic test. (NFPA 24, 8- 9.3.4) (UFC 10.301(f)) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (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) Your street address must be conspicuously posted on Yours truly, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 4 the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) Fire lane designation required per City Ordinance #1398 and Uniform Fire Code Section 10.207 as amended. All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) Every exterior portion of a building must be within 300' of a fire hydrant, measured around the perimeter of the building. (City Ordinance #729) 6. Warehouses designed for high -piled stock shall establish and maintain aisleways of not less than 44 inches to provide access to all exits and fire department access doors. (UFC 81.108) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 5< The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Gary L. VanDusen, Mayor A Prot Csx.) rictcti EKI�T•, 6UIlrDING N 88 2.3 OG" W EXIST. BUILDING 1 1221 x —i1 5 0•' >>9i X 0 7a F112F_ H SIT MA' io.7.29/0 '1%o- 570 : - -�... • lo" b1/ • Cv 2' 1 •• ammo sg3b •}30 MA? pEd ip IZ RECEIVED / CITY OF TUKWILA CITY OF TUKWILA 6300 TUKWILAE N W AR 98 88V� OCT 1 7 1990 PERMIT CENTER r' t \J Y --fi ( 206) 431 - 3670 r\C (j \ * *REVISION SUBMITTAL** S DATE I ° U PROJECT NAME - , � 2 — �-�Y L( - LASS s c ADDRESS 1 I U XX w. 0,4Az.L1 4,10 I CONTACT PERSON kJ W I ( PHONE X082- -Z1.616 ARCHITECT OR ENGINEER ‘F r " ' I ±s. PERMIT NUMBER (If previously issued) PLAN CHECK NUMBE A-6 6 TYPE OF REVISIONS Y) LLB GAO &) I t?o 47VrEw / c iS r SI GAVA(t) crkh e" PLA ` s7 AR.,C6 , c r V r c.. PGA NS. e Sa c. eb a V tvo lV e 4-- A) fr (TG/ cA (G L ,265 cT /Vet-Li GeneAscFq -P6' p 6+4'iI, /44<' oaD672S74^(7)l/kG ciP R G2czMrA r srow/t oAr c(4 (O(( (o SHEET NUMBER(S) "Cloud" or highlight allarias of revisions and date revisions. SUBMITTED TOo w Jer✓lo.n - 1 - r e v e i4 • • / rr - — 11717wAtry; o ey-b-7rw, . . . . . . ...• ... • • , „ . . . . .. . . . , ,. , .. . . . . . . . .. ... . , .........,.. ......,,,,-.. ,-.• , . . . . . ,. . . . . . . . , . . . . . . . . . .. , . .. • -__. lam._.:. .. ,...: .. �:;.�:�.� -�_� s „ t ,4 . (p cs A rt ,_ t -, I ,e,,Tsz c _, ' pfrt I. PROJECT NAME '6 e1 O ( t ADDRESS 11 PAX W' v;P ( th 6)'11 A CONTACT PERSON tL) \ p TYPE OF REVISION CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 SUBMITTED TO: RAg (206) 431 -3670 RO► ED NOV 9 1990 * *REVISION SUBMITTAL * CENT ER DATE s O ARCHITECT OR ENGINEER G' Q 4 I T 1 4 PHONE Oki —1%46 1 d PERMIT NUMBER `!l ' (If previously issued) PLAN CHECK NUMBER .EUM1 (1.4<T - X IT 4 LIP4A tI it 6- SHEET NUMBER(S) 2 r "Cloud" or highlight all areas of revisions and date revisions. app po sDD sem. 7✓ `` 6k iS 7/ G d P2o Pas6 f m1' - r vA1 G y c,S c s. 2) LAt4GvA of( `ce r r mitcr kcooroAt. /km as, 3) Pc5 141C AC Sc(oc.A aft_ Mow T'Y C�LC r A7 6SC--26X "ro o(L MdPr''r, !t. 14140a( EASEMENT FOR ACCESS AND PARKING THIS EASEMENT AGREEMENT is between Nick Sciola and Patricia Ann Sciola, Husband and Wife as owners of the property described in Exhibit A hereto ( "Grantor ") and Nick Sciola and Patricia Ann Sciola, Husband and Wife as owners of the property described in Exhibit B hereto ( "Grantee "). R E C I T A L S A. Grantor owns certain real property located in King County, Washington, and more particularly described in Exhibit A hereto, incorporated herein by this reference. B. Grantee owns certain real property located in King County, Washington, and more particularly described in Exhibit B hereto, incorporated herein by this reference. C. Grantor and Grantee desire to enter into a mutual agreement whereby Grantor gives Grantee an easement for ingress and egress. NOW, THEREFORE, IN CONSIDERATION of mutual agreements herein contained the parties agree as follows: A G R E E M E N T 1.0 Easement for General Access. 1.1 Grant of Easement. Grantor hereby grants to Grantee a perpetual non - exclusive easement in the property described on Exhibit A for the purposes stated in paragraph 1.2 hereof. 1.2 Purposes. Grantee shall have the right of ingress and egress over, across and through the property described on Exhibit A for general, including vehicular, access to such property by Grantee and for parking purposes, its agents, employees, guests and invitees. Grantee may install at its expense a concrete, asphalt or gravel driveway for such purpose, Easement for Access - 1 Nick Sciola and Patricia Ann Sciola 2 /3497- 1 /sciol- ae.405 - r/f/ (1 Mi /5 4 yQ.rety -6 A Kza 41Pt M5 .4tcchMefvr F «EA cJN g_. ,i .�� Ap- LI, ri not to exceed _ feet in width, over the land described in Exhibit A, and shall thereafter maintain the same /in good condition. KIT / 9 � C'- l � � t ' 57)Q JC l)1/-A(A) S a>1 771-6- / - W G g L'(4 53 ,5 r TZ.oC( fl 11 . � � - i - Rf e zer& r " �( C°SCY i e g ) .l tl (ln r A-. fly-15 tai cr b•FQ i n -1 kg- Le , 1w a (, o' 1 /4-4-4 P"'" a o wet b/° 2.0 Covenants Running With Land. The easements herein 9 granted, the restrictions hereby imposed, and the agreements herein contained shall be easements, restrictions, and covenants running with the land, shall be appurtenant to the adjoining land owned by Grantee desribed in Exhibit B, and shall inure to the benefit of, and be binding upon, the parties hereto and their respective heirs, successors, and assigns. IN WITNESS WHEREOF, the parties have signed this agreement April , 1990. c Easement for Access - 2 Nick Sciola and Patricia Ann Sciola 2 /3497 -1 /sciol- ae.405 GRANTEE: Nick Sciola Patricia Ann Sciola GRANTOR: Nick Sciola c Patricia Ann Sciola STATE OF WASHINGTON ) ) ss. COUNTY OF ) On this day personally appeared before me Nick Sciola and Patricia Ann Sciola, me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this day of , 1990. Notary Public in and for the State of Washington, residing at My commission expires C j 9010190497 Easement for Access - 1 Nick Sciola and Patricia Ann Sciola 2/3497-1/sciol-ae . 405 IJ O 6 : ' f r }. t(331 ::a �to EASEMENT FOR ACCESS AND PARKING D actor of Records & Elections TH S EASEMENT AGREEMENT is between Nick Sciol- and Patricia Ann Scio ., Husband and Wife as owners of the pr••erty described in Exhibit hereto ("Grantor ") and Nick Sciol- and Patricia Ann Sciola, Husb- d and Wife as owners of the pr••erty described in Exhibit B hereto ( "Grantee "). R E C I T A L CUYy OF ORIGINAL FILED OCT 9 1990 A. Grantor owns ertain real .roperty located in King County, Washington, and ore part ^ularly described in Exhibit A hereto, incorporated here by is reference. B. Grantee owns certa eal property located in King County, Washington, and more articularly described in Exhibit B Clb hereto, incorporated herein •y his reference. C. Grantor and Gran =e deli e to enter into a mutual ® agreement whereby Granto gives Grantee an easement for ingress and egress. ~ NOW, THEREFORE, CONSIDERATION • mutual agreements herein contained the parties agree as follows: fmal ,)ISE TAX REQUIF 01 A G R E E M E N T W . Co. S : ds Division IL , Depui 1.0 Ease ent for General Access. 1.1 Grant of Easement. Grantor hereby •rants to Grantee a p= petual non - exclusive easement in the p ••arty described •n Exhibit A for the purposes stated in para••raph 1.2 hereof. 1.2 Purposes. Grantee shall have the right of egress and -•ress over, across and through the property described on Exh it A for general, including vehicular, access to such p •perty by Grantee and for parking purposes, its agents, mployees, guests and invitees. Grantee may install at its expense a concrete, asphalt or gravel driveway for such purpose, ORIGINAL not to e eed 62 feet in width, over the land described Exhibit A, and shall thereafter maintain the same in ood condition. 2.0 Cov granted, the re herein contained running with the 1 owned by Grantee de benefit of, and be bi respective heirs, succ IN WITNESS WHEREOF, April , 1990. STATE OF WAS NGTON ) ss. ) COUNTY OF ants Running With Land. The trictions hereby imposed, shall be easements, rest nd, shall be appurte ibed in Exhibit ding upon, th ssors, and the par •' c a Ann S i. i ■r, _Art_ . Patr c a An Sc ola Easement for Access - 2 Nick Sciola and Patricia Ann Sciola 2 /3497- 1 /sciol- ae.405 GRANTEE: GRAN •R: r►, On is day personally appeared before me Patrici. Ann Sciola, to me known to be the indivi in and ho executed the within and foregoing instr acknow• edged that they signed the same as their fre volun ary act and deed for the uses and purposes the m oned. Given under my hand an o ficial s;=1 th Ii,/./,..'. , 1990. / /O Ab4 as P �ington, residing at My comm ss on exp res �� /�-j3 . Not of e.= ements herein a • • the agreements ctions, and covenants nt to the adjoining land and shall inure to the parties hereto and their ssigns. ies have signed this agreement la ck Sciola and uals described ment, and and ein — day of 1 n and for the State • EXHIBIT, A EASEM$tIT ACCESS The North 20.00 feet of parcel "An of Tukwila Short Plat No. 88 -3 -SS recorded under King County Recording No. 8811180199. EXHIBIT B LEGAL, DESCRIPTION Lot 1, City bf Renton Short plat Number 346 -79 ( T & W Equipment and Howco InVOstmeh Short Plat), recorded under King County Recording Number 7907169001, being a portion of Government Lot 2 and the Northeast quarter of the Northwest quarter of Section 36, Township 23 North, Range 4 East, W.M., in King County, Washington. ' hick '§0 12 AL0 ED uI TO Ross Heller, Tukwilla, City of FROM; DATE: SUBJECT: BEDEW ED NOV 7 1990 TUKWILA PUBLIC WORKS PAGES: Cover plus SAX irjt.A.N :9DI St C C.INT 431-3665 COMMENTS: Alfred Croonquist Architects One Union Square Building - Suite 3404 Seattle, Washington 98101 (206)- 682 -2690 Fax (206) -682 -3016 David C. White 11/7/90 penult HARTUNG GLASS Here are the checklist as prepared by the City of Renton. You will note that none of the items are of spacial significance. However, due to the complexity of changing civil engines» we are advised Renton Permits may take 3 or 4 weeks. APPLICANT! JOB ADDRESS: NATURE OF WORK: ". J 1 J TO: I ----7 1 FIRE PREVENTION BUREAU '90 12:44 ALFRED_CROONQUIST_ARCHITECTS ` /: PREVIOUS PLANS AND COMMENTS. y IF REVISIONS, ROUTED WITH WATER SYSTEMS ) SEWER SYSTEMS If TRANSPORTATION DIVISION OTHERS REVIEWING DEPARTMENT /DIVISION n A foa rat. s •t 17trR+►- 1,•t na (Mu,. cAlei '00A ;t.. c'c bier. 1).c .J. n • v.EL: t t S;jM P+¢r YT- oTt-t„ow fthe ST tct4. 'ht; -r•APioN:• Vtttuc 4 -vet •� C.The tt a" C cfJ a11E•t: r 0 to 'To iP ; ti%2 ttft, CQ\l1411•Cticr+ ` tv %4 '..J C ),� iNC� rn � er� mow, tit►4 71solm Comments Due S►�nrr totL∎rttht �CVInWfn'r>+r eCM `V �L'. nk' Cel1,.1 O (7►L'' su b 1 1 t1 K i rfa4 'S n,. 6 N rn1.,t$ et Ave E J r, we, eT QP RE iTON BQZLEaNgsIVI1I21 IIIAILIFOLIMLEIVELMALLE rilaa.5142A 1 i 1.� EN NO. Comments Due BUILDING CODE REVIEW ENERGY CODE STORM DRAIN SYSTEMS. PLANNING DIVISION MECHANICAL Comments /suggestions should be provided in. writing. Please provide comments to the Building Division by 5:00 p.m. on above date. f APPROVED 75.E.R1 APPROVED WITH CONDITIONS aK.4 CAVt• MIT ft 11 ottror 7'r 51A 0rt4g 'to c'oo "A �Stc 1Ai0itn,+f i'rnanr _ C et,0 o'. 110.4 s ,00,+2o •te 1.:400 o� uw Cc a41tciv w.vrft t.w' . S1.0JK tt {. r t.S �1'�.1� � P 'e..1°1Shul 4 to trliVN� pp( %A Wei Ct■ �, •, ' �� Yr 43 >. taw Cr •L-0 {b 4i A i) .i' how (tifaut, 2T7.6210 Signature of Director or Authorized Representative forms *2 :pinrsv t0Vbld022(2/13/90) f NOT APPROVED trintr 1,, r t rtt fit•( d C: 'Roe w .4 rti N Of Tt.ttLWit.h cN S» Crrr , Neoal 11) 7 L•N6iWC�`rti tkreAe,.ot e.)9.1 *1 6ixiNd^ C- �+� "of ::!! 6 d "R3 '�1�E t/i Mutt' 4f TUE Ci L•!' of 1'ltit 1)ta"c 'D. G. . (k 61,4 i0 D(dA ACl)V �,. tSSll(f''cf rti Aft R s v trt, - 1)Bt• eriiiOrr) 11 AcerPrt►A►9 C A O puc t'74VP, fs . of 'The DATE V(- d I' own ,i r eFY4i ov 1 7 '92 12 45 ALFRED_ APPLICANT: JOB ADDRESS: NATURE OF WORK: IF REVISIONS, ROUTED WITH PREVIOUS PLANS AND COMMENTS. GREEN NO. Y OF_RENTON BUILD /NG piv=SION plizamnraumazzamaz C P.3/3 p.761? TO: Comments Due Comments Due I l FIRE PREVENTION BUREAU ( ----- I BUILDING CODE REVIEW 1 I WATER . SYSTEMS I -----1 ENERGY CODE 1 )1, 1 SEWER SYSTEMS _ 1 ( STORM DRAIN SYSTEMS. 1 TRANSPORTATION DIVISION ( PLANNING DIVISION I1 OTHERS ' ! 1 MECHANICAL Comments /suggestions should be provided in writing. Please provide comments to tha.Building Division by 3:00 p.m. on above date. REVIEWING•DEPARTMENT /DIVISION 1 ___ ( APPROVED 1 ----- 1 APPROVED WITH CONDITIONS c25EKI NOT APPROVED Q Shw WAIN G. Ant /S' w ipg AAcrerot dAt (0 SNO " fro oec tLo new £JA,, ger'weily as,s w.. 644 • i4•0 mew wi .N. # 1 . 1 1) r4ov►0L 2%C a Si S ro4 6 ev.. N Awl! TN,• oft I 4Nr, e s#444,4 � almiciN` 004 ssPd. SiSwe4 Q Pilbv i 4E eery otg R6ArroAv coors4 co/oy oI AfXdalifl E aiNeNr flog , ,y4te, 3-10i 7Ewei( (� P/! bvArE side $ +Ee. wicc. #MI 4 Zai ^04, SL0 CD View pikorioA4 4.2•" Aro s s , i ffr vt oust 1 / Sava *. ,EA :eii* ems' Ito w 0 57 1 4e4S 6 F A►T • Ala fitiCIA*410 DATE •2 /` Signature of Director or Author d Representative tonne #2: pinrev � covb10o2tc = /1f)00) 31 Mahan &DeSalvo CONSULTING ENGINEERS September 27, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -18 (Hartung - Temperline) 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. Enclosed are the drawings, calculations, specifications, and miscellaneous information for your use. Sincerely, Cr Y tal Kolke CLK:3 cc: Alfred Croonquist Architects One Union Square Building, Suite 3404 Seattle, WA 98101 1411 Fourth Avenue Bldg. Seattle, Washington 98101 RECEIVED CITY OF TUKWILA SEP 27 1990 PERMIT CENTER 6 10 - c1 (206) 824.8150 September 24, 1990 Sincerely, Cry ea l Kolke CLK:2 SllII Mahan &DeSah,o I V CONSULTING ENGINEERS Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -18 (Hartung - Temperline) cc: Alfred Croonquist Architects One Union Square Building, Suite 3404 Seattle, WA 98101 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (208) 624.8150 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. Our comments follow. Structural 1. Clarify the panel elevation for wall Type B to show how the pilasters connect to adjacent panels. Also, show minimum horizontal reinforcing in panel legs. 2. For forces in the north -south direction, the roof diaphragm is still not nailed adequately in various locations between grids 5 and 17. Increased nailing is required at zones adjacent to boundry members; increasing the nailing only along the grid lines is not adequate. Provide supporting calculations. 3. For chord forces in the N -S direction at the mezzanine,, clarify reinforcing in panel elevations at the mezzanine floor level and provide adequate connections between panels. 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. r .i' r, i I . SEP 24 1990 i • C L Mahan &Devalvo IP CONSULTING ENGINEERS August 29, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -18 (Hartung- Temperline` 0.k(Milfv/fie.01 AUG 291990 CITY Y tar IL.rts: ;-Vii_A PLAAN;t\l;nlr DEPT. 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624 -8150 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. The soils report received is the preliminary report. We must receive the final document. Provide a letter, sealed by the soils engineer, stating that the information contained in the preliminary report of September 2, 1988 contains their final recommendations; otherwise provide the final report. 2. There are some missing section cut references that need to be provided to complete the drawings. 3. In the Structural Notes: a) Indicated that all welding will be done by WABO certified welders. b) After the shop drawings and calculations for the elements designed by others (i.e. the window wall systems) have been reviewed by the engineer of record, a letter must be sent to the City confirming that these drawings and calculations have been reviewed and are compatible with the basic structure. To accommodate this requirement, provide a note in the Structural Notes stating that the above mentioned procedure will occur. 4. Section J -4.1; the hinge connector does not appear adequate for vertical loads. Provide calculations to check adequacy. 5. Section 2311(j) requires the building to be considered an open structure unless the windows are specifically detailed and designed to resist loads of elements and components. Please address this issue. 6. The panel elevations appear incomplete at this time. Respond to the following comments, but note that additional comments may arise once drawings are complete. a) Is there a typical note on the drawings calling for the balance of reinforcing (at Panels 18, 25, etc.) to be per a specific detail? Clarify drawings. b) Provide minimum horizontal reinforcing in panel legs at all conditions similar to Panel 52. August 29, 1990 City of Tukwila Re: 90 -T -18 Page Two c) At panels taking axial loads, provide lateral ties as required by Section 2607(k); otherwise, provide calculations which check the strength of the panel legs for adequacy. Refer to all conditions similar to Panel 31. 7. At the mezzanine area, calculations must consider ledger loads from both the roof and mezzanine levels for the concrete wall panel designs. Provide additional calculations showing adequacy of the panels. 8. There is no section cut referenced at the foundation along grid 5. Provide the necessary information for our review. 9. For forces in the north -south direction, the roof diaphragm is not nailed adequately in various locations between grids 5 and 17. Show adequacy with calculations. 10. How are chord forces at the mezzanine level being resolved? 11. The drag strut splice along grid 12 at grid B.9 is inadequate to transfer the lateral forces at that location. Revise the details and provide calculations showing adequacy. 12. Where is overturning calculated for the shear wall along grid 12? 13. Section N -31; provide the missing information on the welded plate. 14. Provide proper embedment of anchor bolts at the top plate of concrete walls. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Crys al Kolke CLK:1 cc: Alfred Croonquist Architects One Union Square Building, Suite 3404 Seattle, WA 98101 —111 Mahan &DeSalvo August 28, 1990 ALFRED CROONQUIST ARCHITECTS ONE UNION SQUARE BUILDING • SUITE 3404 SEATTLE, WASHINGTON 98101 • (208) 882 -2090 Mr. Robert Benedicto City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Re: Hartung - Temperline (Plan Review #90 -329) - Written Response to City of Tukwila Document Review Comments of August 14, 1990. Item Number and Comment: 1. Our client is currently in the process of obtaining the "No Build" easement as required. 2. The 20' general access easement at the North property line will suffice as a public way, so that door number 3 (ground floor) at grid 5 can access this easement. ✓3. Add door 4, North of B.5 at 1.5. V4` See added Section J and related information. Exit passageway is sprinklered. '5. With the addition of door per item 3, this item 5 will be satisfied. Second floor "Storage" area will have three exits. See item 2. ✓7: See updated plans. :8. See updated drawings and Detail 3/A -5. ; ,9: r See updated drawings (Detail 3/A -9). 10. See item 6. 11. See updated drawings. 12. See updated drawing and architectural specification section 08710.08.4. 13. The architectural specifications establish minimum quality and installation procedures for Mechanical and Electrical bidder - designer. The bidder - designer designs the respective systems in accordance with applicable codes and standards. Your office will issue separate mechanical and electrical permits to the successful bidder - design firms. Sincerely, b e 4 001 Dennis H. Evans cc: Mr. Nick Sciola, Hartung - Temperline RECEIVED CITY OF TUKWILA f::i?G 2 9 1990 efliMIT'CtN1E11 ''.• '• • • , 20 FOOT WIDE EASEMENT FOR EMERGENCY VEHICLE ACCESS ;.•. HARTUNG - TEMPERLINE BUILDING • TUKWILA, WASHINGTON SCIOLA TEVEN A. HITCHINGS NOVEMBER 29, 1989 JOB NO. 88226.02/SUR 32 BUS S WOED & HITCHINGS, INC. BEGINNING AT THE.INTERSECTION OF THE EAST MARGIN OF WEST .VALLEY. HIGHWAY (SR . 181), AS CONVEYED.TO THE-STATE OF WASHINGTON BY DEED RECORDED.UNDER KING COUNTY RECORDING NO. 6512490, AND A LINE LYING 786.00 FEET NORTH OF AND PARALLEL TO (MEASURED AT • RIGHT ANGLES) THE CENTERLINE OF SOUTH 180TH STREET . (ALSO KNOWN AS THE CENTERLINE OF SOUTHWEST 43RD STREET AS SHOWN ON THE KING. COUNTY ASSESSOR'S MAPS); THENCE SOUTH 88 EAST ALONG SAID PARALLEL LINE .515.27 FEET; THENCE .NORTH 1 EAST 20.00 FEET; THENCE NORTH 88 WEST 516.70 FEET TO THE EAST MARGIN OF WEST VALLEY HIGHWAY;. THENCE SOUTH 2 EAST ALONG SAID MARGIN 20.05 FEET TO THE TRUE POINT OF BEGINNING. cPW' to t% `S1. O IEEIVEP NOV 29 t ALI:RED C80ONWIST ARCirilTEG'TS Yeh) e sss Casement bI General Access Easement y • t� ' /171 d'BecinningU •• N 01'39'00 "E 0.00' 786.00' , • —_20' •N 0/•39 20.00' Parcel f3 Parcel A VALLEY HW Y. WLST RECEIVED NOV '29 1989 ALFRED CROONQUIST ARCHITECTS 20' Wide Easemen/s for ,Emergency Yehicfe Access O Genera/ Access cp ,% scope BUSH, ROED & HITCHINGS, INC. CIVIL ENGINEERS Si LAND SURVEYORS SEATTLE, WASHINGTON 0 3.4144 t/ob. No. 88225.02 / i• 89 (SR./81 c4. t% 4,94 (t4k° 4\* 61 a - e `rte "' -, II., ' r wIll 5( . )4gfratzwy e., 7.414._16,3 1St /6 - * z.4'.; .... /1' _ ..� /. a ._ .. - A '. . i %� / - . .� 1 .. ts. • - L_ . . 1 61 414 A. CS - \24Lil..1ii- -iV -SF t 0 . V.A. 6. a1,, 1 o 1 3, OR% to ct•kA f' . la ____o``, 0.1=i Oek II 1 f7., 0, V, M , O t K a P' LEAF 4 i ?E U.. Ek s' V?• . 9-14 - /0 Plan Review DATE PROJECT fo ADDRESS ►+�`�` PLAN CHECK NUMBER 96-32c1 04/07 /M CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: , , PLANNING DIVISION COPIES DATE NO. O. t DESCRIPTION 4r /l . rr ., ....fits/ [ ..i .y r/ p r TO ALFRED CROONQUIST ARCIr"ECTS 600 UNIVERSITY STREET 1 UNION SQUARE BUILDING SUITE 8404 SEATTLE, WASHINGTON 98101 (206) 682.2690 > WE ARE SENDING YOU ,'Attached ❑ Under separate cover ❑ Shop drawingsrints ❑ Copy of letter ❑ Change order 1YIALE1240.3 N7lec Cara Yet 011)1. If enclosures aro not as noted, kindly notify us at once. [LETTER - )CF UGU/J RS M�"70TIMIL, DATE JOB NO. 09 • 0 „, ATTENTION RE: 4Tt 1, i Aar e following items: ❑ Plans ❑ Samples ❑ Specifications THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution > X As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS WO KWto, r.ITY OF tal5 2 W PEWIT CENIER * *REVISION SUBMITTAL ** €701 a.-., PROJECT NAME tI � vn . G7L•At`'S ( 1•C'0N` i ADDRESS CONTACT PERSON b l b C. W . t- I I t Y PHONE C' 2- - Z 9,d DATE 6 raP W ° r.f) W a. ARCHITECT OR ENGINEER PERMIT NUMBER tAC-t (S.Sueci - -4' PLAN CHECK NUMBER 6 1n TYPE OF REVISIONS t2 -(x.3w c2 4 /q Vey ie (c V1 V\ e • SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 431 -3670 ef2cc e>c_f I =T i"fiF�'7 SUBMITTED TO s '' 7 ^ ) Z (If previously issued) TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary 1. VanDusen, Mayor MEMORANDUM 4014/0/ bziviitiA 7 -. 2262-i.:14 4_i_i,4, Lzail 0e,iJ2 crizi -. /S,e4_..iiabizzAtf TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary 1. VanDusen, Mayor MEMORANDUM CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUrwILA, WASHINGTON 98188 August 14, 1990 Mr. David White Alfred Croonquist Architects One Union Square Building Suite 3404 Seattle, Washington 98101 Re: Hartung - Temperline, Plan Review #90 -329 Dear Mr. Whites I'IIONE # 1206) 433.1800 Cary L. VanDusen, Mayor e.tze4 4 2 9 0 The initial review of the non structural- ordinance requirements has been completed, with the following comments. Uniform Building Code 1. The allowable area calculation for the building are based upon the use of a sixty foot side yard along the South property line exposure. To maintain this required yard for the life of the proposed building, A twenty foot deep "No Build" easement along the North property line of the existing adjacent building, would be required. Prior to issuance of the building permit, this easement and condition must be described, recorded, and a copy submitted to the Tukwila building division. Please submit a draft of your proposed "No Build" easement for review and comments prior to recording. 2. First floor area at grid lines 1 to 5 and A to B, requires two exits with a minimum separation of 53'. Door 2 and 4 " 2 ,, lack the required separation. Door 3 cannot be considered hl an exit since it does not provide access to a public way. Please revise plan to provide two exits per U.B. C. Sec. 3303. 3. First floor area at grid lines 2 to 5 and B to C requires two exits. Revise plan to provide exits per U.H.C. Sec. 3303. 4. First floor area at grid lines 4 to 5 and C to D, provides an exit passageway serving an occupant load in excess of 30. Provide detailed information to show how this area will be protected in accordance with U.H.C. Sec. 3305 (g) & (h). C 5. The area at first floor, (noted in item 4) does not provide for the proper width of exit at door marked 3., to exterior. Please revise to comply with U.H.C. Sec. 3303 (b). 6. Second floor provides for a "retail occupant load in excess of 501 occupants per U.H.C. table 33A. Three exits are required, with at least two which provide the separation required by U.H.C. Sec. 3303 (c). 7. Exit door marked, 3 at grid line 5,D requires occupants from the warehouse to exit through a refuse storage room. Since this is a required exit for the warehouse area, provisions must be made to separate this egress from the refuse storage room, U.H.C. Sec. 3303 (e). 8. Provide additional construction details for mezzanine levels at warehouse areas. 9. Provide detail of lateral bracing for suspended ceiling system, in accordance with U.P.C. standard 47 -18 or provide lateral bracing system designed in accordance with the requirements of U.H.C. chapter 23 and seismic zone 3. REGULATIONS FOR HARRIER FREE FACILITIES 10. Show compliance with chapter 51, Sec. 5107 of Washington State regulation for barrier -free facilities. 11. Curb cut providing access to side walk via a ramp should not project into the roadway or parking. Aisle between adjacent barrier free parking stalls must have a striped area between stalls, of 4' -0" in width. 12. Note on door schedule barrier free requirements for door hardware per sec. 5501 (c), Washington State regulations for barrier free facilities. WASHINGTON SATE ENERGY CODE: 13. Indicate on plan method of compliance. Submit energy calculations & lighting budget for both interior and exterior lighting. Please respond to the above comments in itemized letter form and resubmit two copies of all revisions that develop. If you have any questions or would like to review these comments, please feel free to call me at 431 -3670. Sincerely, Robert Henedicto, Sr. Plan Examiner Plan Review PROJECT ,z. N/, ,,,,,•� -�M L ADDRESS 17 7 "� L a va, 14,00 • OATF 14- Au6 15 ni p CITY OF TUKWILA ` 1.'t DEPARTMENT OF COMMUNITY DEVELOPMENT PUNNING DIVISION PLAN CHECK NUMBER Eer 20f2- 04107411 prepared by: , 0 A 1)A6t XELCAtrz_._ iir-N c »isi c94 2 e L 'Rephit. k ► • 410(40_45. (tz, ) 5F3 � 1 • p l LZ = Z4, 600 ifF • _ • as ! ' _ - �2 • Z - l,Z5X4 % -- 1Z. MO 5F P,i X1,L.- =- 3 ( 006 5F t Lc Fr, ii . ' A . r' &. = ' = 7 5F 4 .X 1 aED C it/ 72'< •'• aX4 W 1PE /Iw E4 Ilitha L2, F _Egli _1) Z ' me.. = 1 ,z €>L 4 o.. = 4 3- . /Mc;06 - C F: -5tie-4___. ./500o1F,' Mc. mot. 7) rvt ____I< .� o� = 5"4 CZZ s F /L2bp/2 /).44/6E : = tg erci) . • ' • 4' r._ II . !,,_ _4 1 41- foe 161I&-AS • GC D T7) g 0_I: 49.3) = 44A3/30:: 155 if if 8 Td� (6V5,74 4-37.? = 4A17 /3n =160 " If Viso_1Z 3482 +W4 /3O = 1Z3 141 ' klikic, fo.A . OAK C'-e.in LINE Cam, ,D Cr.4 440 15E_ 54 •.. 'WY) FYITK RV611)- 6 42 Mt N * - D. 6 `Cal I 2' � - 117 , 3. - 6i16 - 171:1 - E . -..Y►' _lm_)l _axirs _Iftlineri • &; acc, Lp. = *0).56 56 ltoo Exas Rta.O, Otte pzolog Gra D LI Ne OGG (.A = 1 > SO •.. Two 15>cjcs 0x(0 M O, K.L_ Sa ,1C. "[l Qc TS L- EA Q `2 ./- 1)12 al 1!) EXTEC .1QQ_ Alta .•iw4&w.%, • • ♦ = SI cad. -7Aco = 2452.._ 1Z 1 wog, f ''ARATtoN tya_. L. 1& Plan Review PROJECT ,z. N/, ,,,,,•� -�M L ADDRESS 17 7 "� L a va, 14,00 • OATF 14- Au6 15 ni p CITY OF TUKWILA ` 1.'t DEPARTMENT OF COMMUNITY DEVELOPMENT PUNNING DIVISION PLAN CHECK NUMBER Eer 20f2- 04107411 prepared by: , Plan Review DATE OCCUPANCY GROUP OCCUPANT LOAD TYPE OF CONSTRUCTION 111 EIVAtiv. t), � LL LOCATION ON PROPERTY' N - 2 loo E . /10 � 11)= 4,0 BUILDING HT. / NO. STOR - 17147) 5Tble4.4 Ulla FLOOR AREA = 4 X 2. "50 632, �.. . AID do ►" 1 / J / r / �i.��`� ' I .fi EXITING REQUIREMENTS ZIG DETAILED REQUIREMENTS PLAN CHECK NUMBER OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51 -10, W.A.C. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: DI AA/MIAlf! Illll►C`I/lAI TO: PROM: DATI: SMUT: Pt y- _ do f ru r- e.,vi -kw pe (10 /T2.MEMO) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (200) 433.1800 Gary L VanDusen, Mayor MEMORANDUM 'lY16...han Ed a).Q_SCLI Uo f��yvs -l- In, Iggo Ko4-1-v r\3 - T- emper 1 i n� hartung temperline 6304 �c+taef AGALITE Glass Company, Inc. 17830 West Valley Hwy., Tukwila, WA 98188 City of Tukwila Building Department To Whom It May Concern: RECEIVED CITY OF TUKWILA JUN 2 6 1991 PERMIT CENTER C P-erm;� June 26, 1991 (206) 656-2626 It is understood by the undersigned that the two space heaters located on the bottom floor of the retail space at 17750 West Valley Highway may not be used when the space ,is occupied by a tenant. The heaters were installed as a temporary measure to keep the sprinkler system from freezing. An alternate heating system is now being considered by our architect, David Kehle, which will conform to city requirements . and accomodate Tut ure tenants. OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 7254600 • Tacoma 627.4477 • Fax (206) 723.2221 Ladies /Gentlemen: OR:ser Enclosures cc: Poe Construction ATTN: Jim King: City of Tukwila Building 'Division 6200 Southcenter Tukwila., Washington 98188 Project: Hartung /Temperline. PERMIT NUMBE 17830 West Valley Highway, Tukwila We herewith certify that we have completed the following types of inspection and testing on this project. •To the best.of:our knowledge, all work inspected is according to approved plans and specifications: 1.. Reinforcing Steel .2. Reinforced Concrete 3. Grout Under Panels 4. Field Welding all.reports have been submitted to '. your office or "Yours truly, OTTO ROSENAU & ASSOCIATES, INC. • Otto M. Rosenau HEN JUN 1.9 1991 POE CONST, CO. )2r PROJECT: OTTO R . 3ENAU & ASSOC IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 Hartung— Temperline DATE: 24 May 1991 inspecte'd'placdment of Miles Sand & Gravel Mix Number: 08 cc :1 -Owner 1— Contractor 1— Architect 1— Bldg. Dept. 1— Engineer Batch Plant CONCRETE REPORT JOB NUMBER: 91 - 024 REPORT NUMBER: 023 PERMIT NUMBS INSPECTOR: R. Gilbert 55 cubic yards of ' " 5 sack, 3000 psi concrete from , in the following areas: closure pour located at lines A to D and J. to 5. Concrete was placed via chute and It was vibrated internally. Slump range Batch weights per cubic yard: 470 # Type I cement, 1480 # sand, 1820 # 7/8" agg. # , # oz. per 100# of cement. oz. per 100# of cement. Cast specimens # 23 A —C at 10 cubic yards with a 4 "slump. Del. ticket /1 174365 Cast specimens # at cubic yards with a " slump. Del. ticket # Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: Inside — dry & 50 ° F. Concrete Temperature: 60 ° F CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 5 -28 -91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN,) DATE DATE AGE IN SPECIMEN ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SO. IN. 5 -24 -91 5 -31 -91 7 23 —A 291110 oz. 108,000 5 -24 -91 6 -21 -91 28 23 -B 30410 oz. 158,000 5 -24 -91 6 -21 -91 28 23 -C 30440 oz. 160,000 M@NE1W, .JUL 01 1991 CITY OF TUKVVILA PLANNING DEPT, 3820 5588 5659 O TO ROSENAU & ASSOCI TES, INC. INSPECTOR AND DATE J. Moser 6 -17 -91 4 ' OTTO ROSNAU & ASSOC RTES INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 6274477 • Fax (206) 723.2221 PROJECT: Hartung /Temperline ".II ADDRESS: ,17750 W. Valley Hwy., Tukwila ARCHITECT: Alfred H.' Croonquist CONTRACTOR: Hartung /Temperline INSPECTION OF PARABOLT INSTALLATION INSPECTOR'S REMARKS PERMIT NUMBER: 6619 JOB NUMBER: 91 -176 ENGINEER: Richard Janke. INSPECTED AT: Job site Verified parabolts were i" x 4" as specifications required. Crew embedded two bolts in every leg, 3 inches into concrete floor, with 3. pound sledge, into holes predrilled down approximately 3i ". Also tightened up with hand wrench. Location of this work: line 5 between lines B &'C$. This report is the exclusive property of our firm for use in producing a final report to obtain a Certificate of Occupancy. Use of this report by any other person or firm .is strictly prohibited without written permission from our. firm. This report may be a matter of public record at government agencies etc., but it is. public record for viewing only, not for personal or financial cc:l - Owner 1- Architect 1- Engineer Contractor 1- Bldg. Dent. OTTO ROSENAU & ASSOCIATS, INC: 6747 M. L. KING WAY SOUTH, SEATTLE WA 98118 725-4600 CONSTRUCTION INSPRCTION.RRPORT PROJECT: ADDRESS: INSPECTOR AND DATE J. Ceronsky 6 -21 -91 K. Ceronsky 6 -24 -91 MA Segale Shop 18801 Southcenter Parkway, Tukwila INSPECTOR'S REMARKS PERMIT NUMBER: .6363 JOB NUMBER: 91 -013 B. Bellew •Inspected and approved the resteel and forms for 8" slab on grade from 2 -21 -91 grid line A to B, between lines 1 & 2 and.3 & 4, per sheet S -1 as revised and approved.. Resteel is grade 60, as specified, from Seattle Steel and Salmon Bay Steel. J. Hamm ,`Checked torque of,5 /8 ",and 3/4" A -325T bolts at line A on the south half 6 -18 -91 of connections, at line 2, and on the north side of connections at line 3. 3/4" bolts torqued as required and 5/8" bolts at A3 were correct. All .of the 5/8" bolts at A2 were loose. Contractor cancelled inspection until all other connections are torqued. Inspection of bolts cancelled without' notice, because lift not available. Torque tested 20% of A -325 5/8" and 3/4" bolts where required at frames at grids 2, 3, 4, & 5. All that I inspected was in accordance with .City of .Tukwila approved plans, specifications, and orders from Engineer of Record dated 12- 17 -90. OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 City of Tukwila Building Division 6200Southcenter Blvd. Tukwila, Washington 98188 Project: Hartung /Temperline,. 17830 West Valley Highway, 1. Reinforcing Steel 2. Reinforced Concrete 3. Grout Under Panels 4. Field Welding ' JUN 1 9 1991 (Try ruKvvio. PERMIT. NUMBER Ladies /Gentlemen: We herewith certify that we have completed the following types of inspection and testing on this project. To the best'of our knowledge, all work inspected. AS according to approved plans and specifications. • Copies enclosed. of all reports have been submitted to:your office Yours truly, OTTO ROSENAU & ASSOCIATES, INC. Mr7 ael/i1au Otto M. Rosenau tr p L Geo ' 'Engineers 3 '. 9 GeoEngineers, Inc. 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (206) 861.6000 Fax (206) 861.6050 F. L. Hartung 17830 West Valley Highway Tukwila, Washington 98188 Attention: Mr. Nick Sciola INTRODUCTION June 21, 1991 Summary Letter Construction Monitoring.Services Proposed Hartung Glass Facility 17800 Block West Valley Highway Tukwila, Washington File No. 1396 - 002 -BO2 This letter presents a summary of our construction monitoring services for the F.L. Hartung project located in Tukwila, Washington. We presented geotechnical recommendations for the project in our "Report,•Geotechnical Engineering Services and Preliminary Site Assessment, 17800 Block West Valley Highway, Tukwila, Washington," dated September 2, 1988. The surcharge •recommendations were subsequently modified in our letter dated April 3, 1990. Detailed results of our intermittent construction monitoring services for the project, were presented in our daily field reports numbered 1 through 32, which were forwarded to you on a weekly basis during construction. OBSERVATIONS We observed the surficial soil conditions for the building pad on May 22, 1990. The southern half of the pad had been filled with imported sand and gravel prior to our visit, but general observations indicated that the area had been mowed and raked prior to placing the fill. Exposed native soils consisted primarily of sandy silt and silty fine sand where the Geotechnical, Geoenvironmental and Geologic Services ? ;�• ( s Geo Engineers F. L. Hartung June 21, 1991 Page 2 topsoil had been stripped on the northern portion of the site. Gravel fill was exposed along the western margin of the site which had been used as a parking area. A rolling surcharge program was used to preload the site. The southern half of the building site was preloaded first, after which the fill was moved to the northern half of the building site. We monitored the placement of the preload fills and reviewed the resultant settlement data that were provided to us. The preloads were removed after we determined that sufficient settlement had occurred to simulate the expected settlements of the completed structure. We also monitored the settlement of the ground surface over a city of Renton water line located south of the building site under construction. A maximum settlement of 0.03 feet (about 1/3 of an inch) occurred. The overexcavation and structural fill placement for support of the perimeter footings were mostly completed in May and June 1990 prior to placement of the preload fill. Additional overexcavation and structural fill placement for perimeter footings and evaluation of the interior column footing subgrades were completed on an intermittent basis from January 1991 through April 13, 1991. Areas of unsuitable or softened soils observed at subgrade level were excavated and replaced with compacted structural fill. Based on probing with a 1/2- diameter steel rod and the results of in -place density tests, we concluded that the structural fill was compacted as specified. In our opinion, the footing subgrades were also prepared in general agreement with our recommendations and the project plans and specifications. The structural fill placed to achieve design subgrade elevation for the floor slab was monitored on an intermittent basis during placement. Some of this fill was compacted during placement of the preload. Based on the results of our intermittent testing and observations, it is our opinion that the structural fill for support of the floor slab was placed in general accordance with our recommendations and the project plans and specifica- tions. The parking lot subgrades at the south and east sides of the property were evaluated on December 12, 1990 and June 5, 1991. Backfilling of an. east /west utility trench located approximately 40 feet south of the new S Geo r Engineers F. L. Hartung June 21, 1991 Page 3 building, across the south parking lot was monitored. Soft areas encoun- tered at the base of the trench were covered with geotextile fabric before placing structural fill. The parking lot subgrades were subsequently probed with a 1/2 -inch diameter probe rod and found to be mostly firm and unyielding. The subgrade soils exposed in the northeast portion of the site were excavated to a depth of approximately . 2 feet and replaced with gravelly sand and silt. Additional compaction of the south parking lot' was recommended during our last site visit. We understand that this was accomplished; however, we did not recheck this area. In our opinion, the parking lot subgrades evaluated were prepared in accordance with our recommendations and the project plans and specifications. CONCLUSIONS Based on our observations of the earthwork and foundation operations, we conclude that the work discussed herein was completed in substantial compliance with our recommendations and those of the project plans and specifications. We trust that this letter satisfies your current needs. Please call if you have any questions. , 40 1 l o s V..R . G L,•r4 .1% . �� WAS ff '` v s • SBM:JRG :JKT:ira Three copies submitted cc: Alfred Croonquist Architects 600 University St. 1 Union Square Bldg., Ste. 3404 Seattle, WA 98101 Attn: Mr. Al Croonquist POE Construction 3207 "C" Street Northeast Auburn, WA 98002. Attn: Mr. Charles Poe Yours very truly, C :. Geoe :ine r G•rdon, / " Robert i 7ineer k K. Tuttle, P.E. 4 j, rincipal POE CONSTRUCTION INC. 3207 "C" St. N.E. AUBURN, WA 98002 ATTN: CHARLES POE REF SPECIFIC INFORMATION ON ROOFING: AT'HARTUNG /TEMPERL,INE PROJECT. Dear Charles, To help comply with City requirements the roofing was installed per attached Specifications on a combustible roof deck with :approx. '; q" per foot slope. I hope this information helps to close this job out Feel free to call if you have any more questions. DH /lr wazGIN! aoowz *S Roofing & Waterproofing 6037 South Adams, P. 0. Box 9339, Tacoma, WA 98409 Phone 472-3321 # WR- I0•HR•1•174 -aZ JUNE 12, 1991: RESPECTFULLY WRIGHT ROOFING, INC. DAVE.HARDESTY. ESTIMATOR Interply/ Surfacing/ Slope Bitumen Type Materials per 100 ft Interply Base Ply' 1 ply Felts 2 plies Bitumen 0-Y2" II, III 50 Ibs '/2 -3" III 50 Ibs 0 -3" Perma Mop 50 Ibs 3 -6" iV 40 Ihs 3 -6" Perma Mop 40 Ibs Surfacing Asphalt 0 -3" III 25 Ibs 0 -3" Perma Mop 25 Ibs 3 -6" IV 20 Ibs 3 -6" Perma Mop 20 Ibs PERMA CAP 75 Ibs OWENS CORNING FIBERGLAS Nadablo Deck 44 0. A m a c z 36" 2" sldefap Nailable/ - - , Sheet Asphalt 33 -NC' Perma Mop 33E -NC' PERMA PLY R y Intermediate Fasteners a 1e" o.c. a (-------.ti cc f a 1?" . . , 4 Sidecar) Nails 9" oc. a 4 36" 18 41 c 36" 2 sidolap PERMA CAP Nominal Installed Weight -177 lb/100 ft Nominal weights provided for design consideration. Application of Base Ply' Apply PERMA PLY base ply with 2" (min. 1 ") side laps and end laps. Mechanically secure maximum 9" o.c. at side laps and maximum 18" o.c. on two lines 11-13" from each edge (staggered). Mechanical securoment using mechanical fasteners recommended by the deck manufacturer. Large-head Simplex nails (minimum 1e be" head diameter), the Berryfast Tapefast system, or the Senco Fastening system may be used on wood or plywood decks only To minimize wrinkles and buckles allow enough time for base ply to relax unrolled prior to attachment. Application of Plies Embed two plies of PERMA PLY in shingle fashion (starter sheets required), lapping 19" into uniform solid mappings of hot bitumen, using 23.45 lb/100 ft' per ply. Starter plies should be cut to dimen- sions so as to preclude coincident side laps to the base ply. Plies may be left exposed up to six months without surfacing. Application of Mineral Surface Embed nominal 12-ft. lengths of PERMA CAP (18-ft. in Area 111) with 2" (min, 1") side and end laps into a uniform solid mopping of itot bitumen, using 20.30 lb/100 ft? PERMA CAP end laps shall be staggered minimum 3 ft. ' 33.NC and 32-NC are recommended over lightweight concrete in the following states: Texas, Georgia, South Carolina, Alabama, Louisiana, Mississippi, Florida, California Area III, and Arizona Area III. 31.NC is not recommended for application over lightweight concrete. Base Ply —may be specified PERMA PLY No. 28, PERMA PLY-IV, PERMA PLY 8, or PERMA PLY-R. If PERMA PLY No. 28 base sheet not used, base ply used must be the same as the ply felts. 32 -NC' 32E -NC' PERMA PLY-6 31C1C 31E -NC 2 PERMA PLY-1V Areas 11, 111 General Note All general Instructions contained in the General Requirements section of Owens•Corning Built -Up Roofing Products Reference and Application Guide, Pub. No. 5- RW13121 shall be considered part of this specification. Drainage Roof decks must be graded to drain all water freely. Drains shall be sufficient in number and size to assure rapid elimination of water from the roof surface. Nailing Ply felts must be back nailed on inclines exceeding 2" per foot. On slopes between 2" and 3" per foot, back nailing shall not exceed 8 foot on center. On slopes greater than 3" per foot, back nailing shall not exceed 48" on center. Felts are to run parallel to the incline and must be secured 18" in from the back edge of the felt. Each nail must be covered by succeeding piles. High temperature areas may require nailing on lower slopes. u ,, ( u Is I Ply Edo, To Pty Edo `�` PEr1 P6eeMA PLY If --- -�•" -- ' � == ��."-` -•� Ink of Ply To N•R Fleshings See Flashing Section of Owens•Corning Built -Up Roofing Products Reference and Application Guido, Pub. No. 54RW- 13121. c PERMA PLY-R, PERMA PLY-6 & PERMA PLY-IV UL Specification Index Roof Insulation Class A PERMA PLY-11 PERMA PLY-6 PERMA PLY-IV Slope Deck Mln, Thickness Max. Thickness Grovel 43-TG 42.TG 41-TG 3' NC,C,PL ',:' FG Unlimited 43E•TG 42E-TG 41E-T0 3' 43P-TG 42P-TG 41P-TG %. 43.10 42.10 41.10 3' NC,C,PL 'V FG,'.:' P :" W on NC deck only Unlimited 43E-1G 42E4G 41E-1G 3" NC,C,PL AC Foam 11' max. slope for PL) • 4' max. 43P•1G 42P40 41P -IG ':' NC,C,PL 33:10 32-TG 31 TG 3' NC,C,PL '..' FG Unlimited 33E-TG 32E-TO 31E-TG 3" NC,C,PL 33P-TG 32PTG 31P-TG ':' NC,C,PL 33•I8 32.10 31.10 3" NC,C,PL 1:' FG, 1:' P.'/." Won NC deck only Unlimited 33E-1G 32E-1G 31E -I0 3" NC,C,PL 33P•1G 32P4G 31P•10 '.' NC,C,PL 23-TG 22.TG 21-TG 3'. NC,C.PL Y,' FG Unlimited 23E-TG 22E-TG 21E-TG 3" NC,C,PL 23P•TO 22P-TG 21PT0 ':" NC,C,PL 43•NG 42•NG 41•NG 3' NC,C,PL NA 43E.N0 42E•NG 41E•NG 1 3' NC,C,PL 43P.NG 42P•NG 41P•NG 'i' NC,C,PL 33-NO 32•NG 31•NG 3' NC,C.PL NA 33E-NO 32E•NG 31E•NG 3' NC,C,PL 33P•NG 32P•NG 31P-NO 'S' NC,C,PL 43.X0 42•X0 41•X0 3" NC,C,PL NA 43E -XG 42E-X0 41E-X0 3' NC,C,PL 43P•X0 42P•XG 41P•XO 'i" NC,C.PL 334X0 32 -XG 31•X0 3' NC.C,PL NA 33E -X0 32E -X0 31E•XO 3' NC.C,PL 33P•XG 32P-X0 31P•XG ''i' NC,C,PL Mineral Cap 43TC 42 TC 41 TC 2' NC,C,PL ',:' FO Unlimited 43ETC 42ETC 41E•TC Unlimited 43-IC 424C 41.1C 1" NC,C,PL 1:" FG, 1' P max, 1' slope A max, 1' elope Unlimited 43E-1C 42E4C 41E-1C 2' NC Y.' P, /' W Unlimited 33•TC 32•TC 31 TC 2' NC,C,PL '1." FG Unlimited 33ETC 32ETC 31E -TC 33.IC 324C 314C 1' NC,C,PL F0, P, W, A max. 1' slope Unlimited 33E-1C 32E-1C 31E-IC 2" NC,C,PL %' P t Unlimited 23TC 22TC 21TC 2" NC,C,PL %' FG Unlimited 23E•TC 22E•TC 21E•TC 43-NC 43.NC 41-NC l' NC.C,PL NA 43E-NC 43E-NC 41E-NC 2' NC 33.NC 32.NC 31-NC 1" NC,C,PL NA 336-NC 32E-NC 31E•NC 2" NC 43.XC 42.XC 41•XC 1' NC,C,PL NA 43E•XC 42E•XC 41E -XC 2" NC 33•XC 32•XC 31•XC 2' NC,C,PL NA 33E•XC 32E•XC 31E•XC 2' NC Emulsion 43-TS 42.TS 41 TS 3' NC Y.' FO, Y.' P 1' max. 43ETS 42ETS 41E•TS yr' NC Y.' F0, Y.' P, Y.• W, A 4' max. 43.15 42.1S 41.15 3' NC Y" PG, Y.' P 1' max, 43E.IS 42E-1S 41E-1S yr' NC Y.' FO, Y.' P,%" W, A 4' max. 33-TS 32-TS 31-TS 3' NC Y.' PG, Y.' P 1' max, 33E•TS 32E-TS 31E-TS yr NC Y.' F0, Y.' P, Y.• W, A 4' max. 33.15 32 -IS 31•IS 3' NC Y.' F0, Y.' P 1' max. 33E -IS 32E -IS 31E-IS yr' NC Y.' F0, Y.' P, Y•' W, A 4" max, 43 -NS 42-NS 41 -NS 3' NC NA 43E-NS 42E-NS 41E-NS 43-XS 42-XS 41-XS 3' NC NA 43E.XS 42E-XS 41E-XS Aluminum and 43TS 42-TS 41-TS 2' NC PG 1' max. Acrylic 43ETS 42E.TS 41E-TS y.• NC FO Unlimited X' NC FO 4" max. 434S 424S 41.15 2" NC F0, P 1' mix, 43E-IS 42E-IS 41E-1S y." NC MP, W. ISO Unlimited 6' NC F0, P, W, AC 4' melt. 3345 32-TS 31 TS 2' NC FO 1' max. 33E.TS 32ETS 31ETS %' NC FO Unlimited 'b" NC FG 4' max. 33-IS 32.15 31.IS 2' NC F0, P 4' max. 33E-IS 32E-IS 31E-1S Y.' NC PG, P, W, ISO Unlimited K' NC F0, P, W, AC 4' max. 43 -NS 42-NS 41-NS y.' NC NA 43E-NS 42E-NS 41E-NS ii" NC 43-XS 42 -XS 41-XS y ' NC NA 43E-XS 42E.XS 41E-XS $' NC 25 tf^A , C•01.. e� woe ,,,, Ole• Area of reolt . 73,000 sq . ft, Dot el Complellenl 17 MAY 1991 bats sunr.nle. e•r11eg1 16 MAY 1993 lb) go A A Type and name nl bulldh.tt HARTUNG- TEMPERLINE THIS GUARANTEE 1• made subject le the lollowlne conditions' WRIGHT ROOFING COMPANY P.O. Box 9339 Tacoma, Washington 98409 • 472 -3321 NIIRR ►.MI, Wright Roofing Company , el Tacoma Washington , n.rtln e•Ilyd "the Cnnlrseler" hive eompisled rpplie•%ion el the lollowlne tool, NICK SCIOLA Add,... el Ow:ntr, 6718 134th CT. N. E. , Redmond, WA 93052 I,er.Hrn, 17750 W. VALLEY HWY, TUKWILA., WA 93188 WIILREAS, •1 the Inc•riIon of such week 11,• Conlr•elof •p led 1e •wren*,• the •lefe••Id reel eosins* Iselly modulate of workm.n•hlp (or • iimll•d r•riod and •ubJ1(1 le the condition* h.r•ln set fa1M HOW, TIIRRRisont, 11,0 Conit•,io• C u•,•nie•• 11ui dt.lnu the period •1 two (r) yeses Irons the dole •1 en,re.lellew •1 le.••Id ,on1, h• will, •1 1,1 •wn le•I end ••••n••, rn•h• a In b• mad• such r•r•I,• /• a.14 reef ,••■Mini • •et•ty Nom Lull• or def•ct• in molr,l.f es worbm•n•hlp •prll•d by blur, •• Ihs eenlrseler, •• may bb n ty 1• m.lnlsin the gild roof In w•ltrll.hl eondIllen. (e) Thl. • u• , wd.• des. not tees dsmae• d by lightning, wlnd•torm, hallslofm. or ether unusual phenemu• e1 the •lemenl•l Inund•Ilon s•IIi..ncnit 1•11ur• et ,,..bins •l I1,• ,••l d•ebl d•leel• sr (:Ilya• s1 m•le'lsl u•.d as a tool dock) chisel, a *allur• el materiel used •• • rest bee• seer which the reef, .hhref•re. stir. Ilshle, vent,, e, other pals e( the bulldfnt •■• strrpeN.di or flrs. 11 Ih• reel Is d.massd ►y n •I any •1 the foregoing Ihl. Su•r•ntee shall Ihrreupon ',veep* null end veld for the b.I.pt• el the SUM•nlss rolled unit,. such d•mag• 1s 'trolled by th•'Conttectot el the ,sped*,, of the party requ..tIns such welts. Ilnt in. In 11.1• ones Mne• Insl,un.,.l 51,.11 ,•,d•• the Cnnlr•rio► II•ble t't ennst.ptenllat dsmeg•• 1• the bolldlr•• of tonlenl• ft•„ (llns hem any d•f•el• In ■old roof. (e) I,n work •1,011 be don, on sold tent, Including, hid wllhnul Ilmllollon, rpeningo malt (et (lute, vents. mein., •Ion biome, of ether egnIpmrnl f•.ltned le rr ••i en ••1• tool. antes, the Cenlraelnr shell be Mid notified •nd be ele•n I1,, ermined'' 1e meb• tht n ,y molls, .prlleallon r•eemmend.tlnn• wllh r„p.el'helots, •nd gush reenn us eompll•d with. /•Har• to rb•rrv• Hal• condlllen shell fonder Hole gu.rferl•• dill •nd void. The Conl,•cler shall be r•Id 1n, ll,n• end m.l•rl•I s.p•nd.d 1 m•binI r.eemmi tt.tIe • ev Ir rotes 'coned by ter. work p( elhus on ,old fool. (d) 111111 CUARAIITEE shell not be of become ellecilvs unl•s• and unlll the Coni,artor hes been p aid In full let e•14 tool In •Ctbrdone• with the •grsemenl ru►suant 1• which such mil was applied. (g) Addlllrn.l eondltlon'i a •aelu.ltn• (•1•1• her• If llgelang, end m,'.1 .o,1, awe 'included) SHEET METAL IS INCLUDED IN'GUARANTEE 1I1 111ThP,ss MIIEREOf , Ih1. gua•ntr• Instrument he, t,■rn duly .aeenf•d Ihle 12 dy el JUNE , IS ZL. WRIGHT ROOFING, INC. ny 1 1 t. OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONCRETE REPORT JOB NUMBER: 91 - 024 REPORT NUMBER: 015 PROJECT:..Hartung /Temperline DATE:. 2 April 1991 I inspected placement of Miles Sand & Gravel Mix Number: 14 cc; 1-Owner 1 — Contractor 1-Architect 1— Bldg. Dept, 1- Engineer Batch Plant INSPECTOR: R. Bogle . , 35 cubic yards of 5 sack, 3000 psi concrete from , in the following areas: footings located on lines A to C.5 and between 18 & 19, also section located at lines 7 to 10 on line D. Concrete was placed via pump & chute and it was vibrated internally. Slump range 4"-4i". Batch weights per cubic yard: 470 # Type 11 cement, 1480 #sand, 1320 # 7/8" agg. 500 # 1 3/8" agg. # oz. per 100# of cement. oz. per 100# of cement. Cast specimens 1115 A —C at 10 cubic yards with a 4 " slump. Del. ticket 11170229 Cast specimens 11 at cubic yards with a " slump. Del. ticket 11 Cast. specimens 11 at cubic yards with a " slump. Del. ticket 11 Weather: Partly cloudy w /heavy rain showers, 51 °F. CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 4 -3 -91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28,3 SO, IN.) DATE DATE AGE IN SPECIMEN UTL, STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SO, IN, 4 -2 -91 4 -9 -91 7 15 — 291112 oz. 88,500 3130 4 -2 -91 4 -30 -91 28 15 —B 291112 oz. 142,000 5022 4 -2 -91 4- 30-91 28. 15 —C 291114 oz. 138,000, 4881 RECEIVED MAY 081991 TUKWILA PUBLIC WORKS OTTO ROSENAU & ASSOCIATES, INC. JOB NUMBER: 91 -024 PROJECT: Hartung Temperline DATE: 15 April 1991 I Inspected placement of 36i Miles Sand & Gravel Mix Number: 09 Concrete was placed via pump Batch weights per cubic yard: 517 # 1850 # 7/8" agg. # oz. per 100# of cement. Cast specimens 11 18 A —C at Cast specimens H at Cast specimens /1 at DATE CAST 4 -15 -91 cc: 1.Owner 1- Architect 1-Engineer OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 4 -22 -91 7 1— Contractor 1 —Bldg. Dept. Batch Plant CONCRETE REPORT REPORT NUMBER: 018 Weather: overcas t Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 4 -16 -91 20 cubic yards with a cubic yards with a cubic yards with a INSPECTOR: R. Bogle cubic yards 5i sack, 4,000 psi concrete from , in the following areas: footings located on lines 12 from lines A to B and line A from lines 11 to 12.5. and it was vibrated internally. Slump range 4" Type I /II cement, 1390 #sand, # oz. per 100 of cement. 4 " slump. Del. ticket N 170855 " slump. Del. ticket H " slump. Del. ticket /1 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO. IN.) DATE AGE IN SPECIMEN ULT. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS 18 -A 29 1110 oz. 132,000 4669 OTTO ROSENAU & ASSOCIATES, INC. 4 1 •A' 1 .6 R CE VEP MAY o'B 1991 TUKWILA PUBLIC WORM° STRENGTH LBS /SQ. IN. OTTO ROSENAU & ASSOCIATES, INC. 6747 M. L. KING WAY SOUTH, SEATTLE, WA 98118 725.46I VJ RL INSPECTOR AND DATE T. Coop 3 -28 -91 R. Bogle 4 -2 -91 R. Bogle 4 -3 -91 R. Bogle 4 -8 -91 R. Bogle 4 -12 -91 R. Bogle 4 -12 -91 R. Bogle 4 -15 -91 PROJECT: Hartung /Temperline ADDRESS: 17830 W. Valley Hwy., Tukwila CONSTRUCTION INSPECTION REPORT INSPECTOR'S REMARKS MY q 81991 PERMIT NUMBER: 6304 UKWILA FSLIC \NORKw JOB NUMBER: ' -024 Inspected and approved the resteel, welded wire mesh reinforcing, and forms for slab on grade between lines 1.5 & 3 and A & D. Resteel is grade 60, as specified, from Salmon Bay Steel. Inspected and approved the resteel and forms for footings located on lines A to C.5 and between 18 & 19, also section located at lines 7 to 10 on line D. Found to be as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. Inspected and approved the resteel and forms for tilt -up panels 1, 2, 3, 4, 39, 40, 43, 44, 45, 67, 68, 69, & 70. Resteel is as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. Inspection of reinforced concrete placement cancelled without notice. Inspected and approved the resteel and forms in tilt up panels 1, 2, 3, 39, 41, 42, 43, 44, 45, 46, 47, 48, 49, 63, 64, 65, 66, 67 & 68. Resteel found to be as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay. Inspected and approved the resteel and forms in footing line D and lines 1 to 8. Resteel as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay. Inspected and approved the resteel and forms in footings located on lines 12 from lines A to B and line A from lines 11 to 12.5. Resteel found to be as per plans and specifications. Resteel is grade 60, as specified, from Salmon Bay. B. Johnson Sub- contractor using a grout pump placed grout under precast panels as 4 -23 -91 specified at grid lines A/1 to 18, D/1 to 19, 1/A to D, 19 /B to D, & 18 /A to B, and interior wall panels at 12 /A to B, 5/A to D, D -19/5 to 7, & lines 5, 6, & 7 from D to D -19. Grout mix used was a 9 sack mix, ticket 11171455, product code 58, furnished by Miles Sand & Gravel: Grout batch weights /cubic yard: 84611 cement 257011 sand Total used: 6i cubic yards. No samples taken. All grouting per approved plans and specifications (except no mix or strength was specified). Weather cloudy & cool (46 ° F). Visually inspected welding at the south wall, line D, glu -lam beam seats to embedded steel in precast panels using 7018, 5/32 electrodes and 1/4" continuous fillet weld all around, per ASW D1.1 as specified. Welding performed by WABO certified welder Townley 0. Anstrom (card expires 1- 1 -92). OTTO ROSENAU & ASSOCIATES, INC. 6747 M, L KING WAY SOUTH, SEATTLE, WA 98118 725.4600 CONSTRUCTION. INSPECTION REPORT PROJECT: Hartung /Temperline ADDRESS: 17830 W. Valley Hwy.. Tukwila INSPECTOR AND DATE B. Johnson 4 -23 =91 INSPECTOR'S REMARKS PERMIT NUMBER: 6304 JOB NUMBER: 91-024 Inspected and' approved the resteel.(no: forms) per detail C2.1 at all interior closure slabs that.are over 1' above bottom of panel at grid linesA /12 to 18, B /18.to 19, 19 /B to ,D, D /18 to 19, 5/C to.D,' :12 /A to B,' :D -19/5 to:.7,..and lines: 6 & 7/D -19 to :D. Resteel per City, of Tukwila approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel JOB NUMBER: 91 -024 OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 PROJECT: Hartung Temperline DATE: 12 April 1991 I inspected placement of 160 Miles Sand & Gravel Mix Number: 09 Concrete was placed via pump Batch weights per cubic yard: 1850 # 7/8" agg. oz. Cast specimens # 17 A —D Cast specimens # 17 E —H Cast specimens # REPORT NUMBER: 517 # per 100# of cement. at at at CONCRETE REPORT INSPECTOR: cubic yards of 5i , in the following areas: 63 -68. 70 cubic yards with a 5 150 cubic yards with a 5k cubic yards with a Weather: clear Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 4 -15 -91 DATE CAST 4 -12 -91 4 -12 -91 4 -12 -91 4 -12 -91 4 -12 -91 4 -12 -91 4 -12 -91 4 -12 -91 *Field Cure cc :1 —Owner 1— Architect 1— Engineer DATE BROKEN 4 -16 -91 4 -19 -91 4 -19 -91 5 -10 -91 5 -10 -91 5 -10 -91 5 -10 -91 5 -10 -91 MAY 21 1991 1—Contra tor CITY - UP TUKVJiLA 1 — Bldg. D pt. PLANNING D CP f. Batch Plant 017 PERMIT NUMBERS j& R. Bogle sack, and it was vibrated internally, Slump range 5 to 5i" Type I /II cement, 1390 # sand, oz. per 100# of cement. 4, 000 psi concrete from tilt up panels 1, 2, 39, 41 -49, 28 17 — 29//14 oz. 162,000 28 17 —C 301/0 oz. 157,000 28 17 — D 29 1112 oz. 160,500 28 17 — F 301/0 oz. 162,500 28 FC 17 —H 29 #4 oz. 131,000 " slump. Del. ticket # 170742 " slump. Del. ticket # 170761 " slump. Del. ticket # COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) AGE IN SPECIMEN ULT. STRENGTH DAYS NUMBER WEIGHT IN LBS 4 FC* 17 —G 294/4 oz. 86,000 7 17 —A 294114 oz. 102,000 7 17 - 30410 oz. 110,000 STRENGTH LBSISQ.IN. 3042 3608 3891 5730 5553 5677 5748 4633 OTTO ROSENAU & ASSOCIATES, INC, JOB NUMBER: 91 -024 OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 PROJECT: Hartung Temperline DATE: 15 April. 1991 I inspected placement of 36i Miles Sand & Gravel Mix Number: 09 Concrete was placed via pump and it was vibrated internally. Slump Batch weights per cubic yard: 517 # Type 1/11 1850 # 7/8" agg. # # oz. oz, Cast specimens # 18 A —C at 20 Cast specimens # at Cast specimens # at Weather: overcast CYLINDERS ARRIVED IN LAB AND/OR REMARKS: DATE CAST 4 -15 -91 4 -15 -91 4 -15 -91 4 -22 -91 7 5 -13 -91 28 5 -13 -91 28 cc: 1.4Owner 1- Contractor 1- Architect 1 -Bldg. Dept. 1 -Engineer Batch Plant REPORT NUMBER: CONCRETE REPORT 018 PERMIT NUMBER: 6304 INSPECTOR: R. Bogle cubic yards of 5i sack, 4,000 , in the following areas: footings located on lines 12 from lines A to B and line A from lines 11 to 12.5. per 100# of cement, cubic yards with a 4 cubic yards with a cubic yards with a Concrete Temperature: 4 -16 -91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO. IN.) DATE AGE IN SPECIMEN ULT, STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS 18 —A 29 #10 oz. 18 —B 29 #8 oz. 18 —C 29 #14 oz. psi concrete from range 4" cement, 1390 # sand, per 100# of cement. " slump. Del. ticket # 170855 " slump. Del. ticket # " slump. Del. ticket # 132,000 159,000 162,000 STRENGTH LBS /SO. IN. 4669 5624 5730 OTTO ROSENAU & ASSOCIATES, INC. DATE CAST JOB NUMBER: 91 -024 OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONCRETE REPORT REPORT NUMBER: 020 PERMIT NUMBER: 6304 PROJECT: Hartung— Temperline DATE: 6 May 1991 INSPECTOR: R. Bogle 1 inspected placement of 2i , cubic yards of 5 sack, 3,000 psi concrete from Miles Sand & Gravel , in the following areas: loading dock walls between lines Mix Number: 08 A & B on line 19. Concrete was placed via chute and it was vibrated internally. Slump range 4}" Batch weights per cubic yard: 470 # Type I /II cement, 1480 # sand, 1820 # 7/8" a,gg . # # oz. per 100# of cement. oz. per 100# of cement. Cast specimens It 20 A - -C at 1 cubic yards with a 4 i " slump. Del. ticket # 172518 Cast specimens # at cubic yards with a ." slump. Del: ticket # Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: overcast, rain showers Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 5 -7 -91 COMPRESSION TEST RESULTS ON 6" x 1.2" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN: ULT. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS 5 -6 -91 5 -13 -91 7 20 -A 29 #4 oz. 106,000 cc:1 —Owner 1— Contractor 1— Architect 1 —Bldg, Dept. 1— Engineer Batch Plant STRENGTH LBS /SO, IN, 3749 OTTO ROSENAU & ASSOCIATES, INC. cog — 1% t 11 ,.; OTTO ROSENAU & ASSOCIATES, INC, 6747 M, L, KING WAY SOUTH, SEATTLE, WA 98118 725.4600 CONSTRUCTION INSPECTION REPORT PROJECT; Hartung /Temperline ADDRESS: 17830 W, Valley Hwy., Tukwila INSPECTOR AND DATE R' Bogle . 5 -6 -91 T: Coop 5 -14 -91 INSPECTOR'S REMARKS PERMIT NUMBER: 6304 JOB NUMBER: 91 -024 B. Johnson Inspected and approved the resteel (no forms) per detail C2.1 at all 4 -23 -91 interior closure slabs that are over 1' above bottom of panel at grid lines A /12 to 18, B /18 to 19, 19 /B to D, D /18 to 19, 5/C to D, 12/A to B, D -19/5 to 7, and lines 6 & 7/D -19 to D. Resteel per City of Tukwila approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. Inspected and approved the resteel in loading dock walls between lines A & -B on lines 19. Resteel as per approved plans. Resteel is grade 60, as specified, from Salmon Bay. Inspected and approved the resteel, welded wire mesh reinforcing, and forms for perimeter slab on line A between 5 & 18, line 5 between A & D, line 19 between A & D, line D between 5 & 7 and 17 & 19. Resteel is grade 60, as specified, from Salmon Bay Steel. G JOB NUMBER: 91 -024 PROJECT: Hartung Temperline DATE: 23 April 1991 ('inspected placement of Miles Sand & Gravel Mix Number: 49 Concrete was placed via grout pump Batch weights per cubic yard: 930 # pea gravel # per 100# of cement, oz. Cast specimens # Cast specimens # Cast specimens # Weather: Overcast CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 4 -24 -91 Shut down after 9 cubic yards, will reschedule to complete. Contractor used 7} sack, 70/30 pea gravel mix in lieu of 5 sack mix as specified. Note: At end of pour, specimen "B" was knocked over and destroyed by workman. COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGEIN SPECIMEN ULT. STRENGTH STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SO. IN. DATE CAST 4 -23 -91 cc: 1-Owner 1- Architect 1- Engineer OTTO ROSENAU & CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 19 A -C at 5 at at & lt. rain /52 ° F @ 2 PM. 4 -30 -91 7 1- Contractor 1- Bldg. Dept. Batch Plant CONCRETE REPORT REPORT NUMBER: 019 cubic yards with a cubic yards with a cubic yards with a Concrete Temperature: ASSOCIATES, INC. PERMIT NUMBER: and it was AnteckitdatRMIN. Slump range 705 # Type I /II cement, # oz. INSPECTOR: B. Johnson 9` ' cubic yards of 7i sack, ` 000 ps concrete from in the following areas: all interior closure slabs that are over 1' above bottom of panel at grid lines A /12 to 18, B /18 to 19, 19 /B to D, D /18 to 19, 5/C to D, 12 /A to B, D -19/5 to 7, and lines 6 & 7/D -19 to D. 2160 #sand, per 100# of cement. 6 " slump. Del. ticket # 171505 " slump. Del. ticket # " slump. Del. ticket # 62 ° F 19 -A 284/8 oz. 124,000 4386 OTT R NAU & ASSOCIATES, INC. JOB NUMBER: 91 -024 PROJECT: Hartung — Temperline DATE: 14 May ,1991 I inspected placement of Miles Sand & Gravel Mix Number: 08 Concrete was placed via truck chute Batch weights per cubic yard: 1820 # 7/8" agg. oz. Cast specimens # 21 A —C Cast specimens # Cast specimens # Type I /II cement, 1480 #sand, oz. per 100# of cement. & }% Ca.Chl. @ 21 cubic yard load only. 21 cubic yards with a 5 cubic yards with a cubic yards with a Weather: 55 °F Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 5 -15 -91 DATE CAST OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 DATE BROKEN 5 -14 -91 5 -21 -91 REPORT NUMBER: 021 PERMIT NUM cc:1- Owner 1— Contractor 1— Architect 1 Bldg, Dept. 1— Engineer I3atch Plant INSPECTOR: T. Coop 82 cubic yards of 5i sack, 3000 psi concrete from , in the following areas: perimeter slab on line A between 5 & 18, line 5 between A & D, line 19 between A & D, line D between 5 & 6 and 17 & 19. 470 per 100# of cement. at at at AGE IN DAYS 7 CONCRETE REPORT and it was vibrated internally. Slump range 4"-5". COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO. IN.) SPECIMEN NUMBER WEIGHT 21 —A 30;'/10 oz. " slump. Del. ticket # 173272 " slump. Del. ticket # " slump. Del. ticket # 60 ° F ULT.STRENGTH IN LBS 124,000 OTTQ -ijIIJ MAY 2 81991 CITY OF TUKWILA PLANNING DEPT. STRENGTH LBS /SO. IN. 4386 AU & ASSOCIATE INC. OTTO ROSENAU & ASSOCIATES, INC. 6747 M. L. KING WAY SOUTH, SEATTLE, WA 98118 725.4600 CONSTRUCTION INSPECTION REPORT PROJECT: Hartung /Temperline ADDRESS: 17830 W. Valley Hwy.. Tukwila INSPECTOR AND DATE .R. Bogle 5 -6 -91 G. Moe 5 -20 -91 INSPECTOR'S REMARKS PERMIT NUMBER. JOB NUMBER: 9 1 -02 4 B. Johnson Inspected and approved the resteel (no forms) per detail C2.1 at all 4 -23 -91 interior closure slabs that are over l' above bottom of panel at grid lines A /12 to 18, B/18 to 19, 19/B to D, D /18 to 19, 5/C to D, 12 /A to B, D -19/5 to 7, and lines 6 & 7/D -19 to D. Resteel per City of Tukwila approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. Inspected and approved the resteel in loading dock walls between lines A & B on lines 19. Resteel as per approved plans. Resteel is grade 60, as specified, from Salmon Bay. T. Coop Inspected and approved the resteel, welded wire mesh reinforcing, and 5 -14 -91 forms for perimeter slab on line A between 5 & 18, line 5 between A & D, line 19 between A & D, line D between 5 & 7 and 17 & 19. Resteel is grade 60, as specified, from Salmon Bay Steel. Inspected and approved the resteel and forms in closure slab sections as follows; 7 through 16 lines at grid D, approximately grids B & C at 5 line. Slab section between 5 & 6 lines /grids C.5 through D. All reinforcing per specifications. Also inspected welds at panel to panel connections, inclusive. Work was completed as specified by WABO certified welder Townley Anstrom Resteel is grade 60, as specified, from Salmon Bay. LEERTD [ MAY 2 81991 CITY CAF TUKWILA PLANNINC.G DEPT. JOB NUMBER: 91 - 024 OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 PROJECT: Hartung Temperline DATE: 23 April 1991 inspected placement of 9 Miles Sand & Gravel Mix Number: 49 Concrete was placed via CONCRETE REPORT REPORT NUMBER: 019 grout pump Batch weights per cubic yard: 705 930 # pea gravel oz. per 100# of cement. Cast specimens 11 19 A —C at 5 cubic yards with a Cast specimens 11 at cubic yards with a Cast specimens 11 at cubic yards with a INSPECTOR: B. Johnson cubic yards of 7i sack, 3000 psi concrete from , in the following areas: all interior closure slabs that are over 1' above bottom of panel at grid lines A/12 to 18, B /18 to 19, 19 /B to D, D /18 to 19, 5/C to D, 12 /A to B, D -19/5 to 7, and lines 6 & 7/D -19 to D. # , # PERMIT NUMBE and it was i#1 tudeomp.o/W Slump range # Type 1/11 cement, 2160 # sand, oz. per 100# of cement. 6 " slump. Del. ticket 11 " slump. Del. ticket N " slump. Del, ticket # 62 ° F 171505 Weather: Overcast & it. rain /52 ° F @ 2 PM. Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 4 -24 -91 Shut down after 9 cubic yards, will reschedule to complete. Contractor used 7i sack, 70/30 pea gravel mix in lieu of 5 sack mix as specified. Note: At end of pour, specimen "B" was knocked over and destroyed by workman. COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN ULT. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS DATE CAST 4 -23 -91 4 -23 -91 cc: 1-Owner 1- Architect 1- Engineer 4 -30 -91 5 -21 -91 1 - Contractor 1 — Bldg. Dept. Batch Plant 7 19 -A 28118 oz. 28 19 -C 281/12 oz. 124,000 151,000 Fllif.ROV11 MAY 28 1991 CITY OF TUKVVILA PLANNING DEPT. STRENGTH LBS /SO. IN. 4386 5341 OTT NAU & ASSOCI, INC, 4 ,// 7 DATE CAST cc: 1-Owner :1 —Architect 1- Engineer 6747 M. L. King Way South PROJECT: Hartung- Temperline DATE: 20 May 1991 I inspected placement of 44 Miles Sand & Gravel Mix Number: 08 Concrete was placed via Batch weights per cubic yard: 1820 # 7/8" agg. # DATE BROKEN 5 -20 -91 5 -28 -91 f JUN 03 1991 tr: i I `,;r I UICVVILA PLANNING DEPT. 8 1-Contractor 1 -Bldg. Dept. Batch Plant OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 JOB NUMBER: 91 -024 REPORT NUMBER: CONCRETE REPORT INSPECTOR: G. Moe cubic yards of 5 sack, 3,000 psi concrete from , in the following areas: closure slab sections 7 through 16 lines at grid D, approx. grids B and C at 5 line Slab section between 5 & 6 lines /grids C.5 through D. Infill around columns also placed at 6, 7, 8, 9, 11 & 12 lines at grid C chute and it was vibrated internally. Slump range 4" 470 # Type I /II cement, 1" 1420 #.sand, oz. per 100# of cement. PERMIT NUMBER: 6304 5 -21 -91 022 oz. per 100# of cement. Cast specimens # 22 A —C at 22 cubic yards with a 5 " slump. Del. ticket # 173775 Cast specimens # at cubic yards with a " slump. Del. ticket N Cast specimens / at cubic yards with a " slump, Del. ticket # Weather: overcast, mid 50 ° 's Concrete Temperature: 70 CYLINDERS ARRIVED IN LAB AND /OR REMARKS: COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) AGE IN SPECIMEN DAYS NUMBER WEIGHT ULT. STRENGTH IN LBS 22 —A 29 #14 oz. 99,000 / r / 95 STRENGTH LBS /SO. IN. 3501 OTTO ROSENAU & ASSOCIATES, INC. OTTO ROSENAU & ASSOCIATES, INC. 6747 M, L, KING WAY SOUTH, SEATTLE, WA 98118 725-4600 PROJECT: ADDRESS: INSPECTOR AND DATE R. Bogle 5 -6 -91 Hartung /Temperline CONSTRUCTION INSPECTION REPORT : INSPECTOR'S REMARKS PERMIT NUMBER: 6304 JOB NUMBER: 91 -024 B. Johnson Inspected and approved the resteel (no forms) per detail C2.1 at all 4 -23 -91 interior closure slabs that are over 1' above bottom of panel at grid lines A /12 to 18, B /18 to 19, 19 /B to D, D /18 to 19, 5/C to D, 12 /A to B, D -19/5 to 7, and lines 6 & 7/D -19 to D. Resteel per City of Tukwila approved plans and specifications. Resteel is grade 60, as specified, from Salmon. Bay Steel. Inspected and approved the resteel in loading dock walls between lines A & B on lines 19. Resteel as per approved plans. Resteel is grade 60, as specified, from Salmon Bay. T. Coop Inspected and approved the resteel, welded wire mesh reinforcing, and 5 -14 -91 forms for perimeter slab on line A between 5 & 18, line 5 between A & D, line 19 between A & D, line D between 5 & 7 and 17 & 19. Resteel is grade 60, as specified, from Salmon Bay Steel. G. Moe Inspected and approved the resteel and forms in closure slab sections as 5 -20 -91 follows; 7 through 16 lines at grid D, approximately grids B & C at 5 line. Slab section between 5 & 6 lines /grids C.5 through D. All reinforcing per specifications. Also inspected welds at panel to panel connections, inclusive, Work was completed as specified by WABO certified welder ,Townley Anstrom Resteel is grade 60, as specified, from Salmon Bay. R. Gilbert Inspected and approved the resteel and forms for closure pour located at 5 -24 -91 lines A to D at 1 to 5. Resteel and welded wire fabric reinforcing clean and properly placed as per approved plans and. specifications. Resteel is grade 60, as specified, from Seattle Steel. All insulation was placed at proper locations as per approved plans. JOB NUMBER: 91 -024 OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 PROJECT: Hartung - Temperline DATE: 20 May 1991. I inspected placement of 44 Miles Sand & Gravel Mix Number: 08 Concrete was placed via Batch weights per cubic yard: 1820 # 7/8" agg. oz, Cast specimens # 22 A -C Cast specimens # Cast specimens # Weather: overcast, at at mid 50 °'s CYLINDERS ARRIVED IN LAB AND /OR REMARKS: DATE CAST 5- 20 -91. 5 -20 -91 5 -20 -91 DATE BROKEN 5- 28 -91. 6 -17 -91 6- 17 -91. cc: 1 -Ownei 1-Architect 1- Engineer AGE IN DAYS 8 28 28 1- Contractor 1- f3Idgt. Dept. Batch Plant CONCRETE REPORT REPORT NUMBER: 022 PERMIT NUMBER: 6304 INSPECTOR:, G. Moe cubic yards of 5 sack, 3,000 psi concrete from in the following areas: closure slab sections 7 through 16 lines at grid D, approx. grids B and C at 5 line Slab section between 5 & 6 lines /grids C.5 through D. Infill around columns also placed at 6, 7, 8, 9, 11 & 12 lines at grid C chute and it was vibrated internally, Slump range 4" 470 -� Type I /II cement, 1 per 100# of cement. at 22 cubic yards with a 5 cubic yards with a cubic yards with a Concrete Temperature: 5 -21 -91 SPECIMEN NUMBER WEIGHT 22 -A 291114 oz. 22 -B 30110, oz. 22 -C 291110 oz. ± 1" 1420 # sand, oz. per 100 = of cement. " slump. Del, ticket # 173775 " slump. Del. ticket # " slump. Del. ticket # 70 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28,3. SO, IN.) '- ULT.STRENGTH IN LBS 99,000 139,000 143,000 1 NNW] . JUN 241991 i CITY OF TutwLA w ..... _PLANNING DEPT. STRENGTH LBSISO. IN. 3501 4916 5058 OTTO ROSENAU & ASSOCIATES, INC. (" OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 JOB NUMBER: 91 -024 PROJECT: Hartung— Temperline DATE: 6 May 1991 !inspected placement of 2i Miles Sand & Gravel Mix Number: 08 cc :1 —Owner 1— Contractor 1— Architect 1 -Bldg. Dept. 1— Engineer Batch Plant CONCRETE REPORT REPORT NUMBER: 020 PERMIT NUMBER 5 -6 -91 5 -13 -91 7 20 —A 29#4 oz. 106,000 5 -6 -91 6 -3 -91 28 20 —B 291/8 oz. 147,000 5 -6 -91 6 -3 -91 28 20 —C 29414 oz. 151,000 INSPECTOR: R. Bogle cubic yards of 5 sack, 3,000 psi concrete from , in the following areas: loading dock walls between lines A & B on line 19. Concrete was placed via chute and It was vibrated internally. Slump range 4i" Batch weights per cubic yard: 470 # Type I /II cement, 1480 # sand, 1820 # 7/8" agg. # , # oz. per 100# of cement. oz. per 100# of cement. Cast specimens # 20 A —C at 1 cubic yards with a 4} " slump. Del. ticket # 172518 Cast specimens # at cubic yards with a " slump. Del. ticket 0 Cast specimens # at cubic yards with a " slump. Del. ticket 0 Weather: overcast, rain showers Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 5 -7 -91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE DATE AGE IN SPECIMEN ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SQ. IN. 0 [11lnq 11 1991 GIT1 JF Tuttuvtt_A PLANNING DEPT. 3749 5199 5341 OTTO ROSENAU & ASSOCIATES, INC. OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING RECEIVED 6747 M. L. King Way South • Seattle, WA 98118 (206) 7254600 • Tacoma 627.4477 • Fax (206) 723.2221 JOB NUMBER: 91 -024 PROJECT Hartung— Temperline DATE: , 14 May 1991 inspected placement of Miles Sand & Gravel ; Mix Number: 08 Concrete was placed via truck chute Batch weights per cubic yard: 470 1820 # 7/8" agg. per 100# of cemen oz. Cast specimens # 21 A —C Cast specimens # Cast specimens # Weather: 55 CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 5 -15 -91 DATE CAST 5 -14 -91 5- 14 -91. 5 -14 -91 cc :1 —Owner 1— Architect 1— Engineer COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE BROKEN at 21 at at AGE IN DAYS 7 28 28 1— Contractor 1 Bldg. Dept. Batch Plant CONCRETE REPORT REPORT NUMBER: 021 INSPECTOR: T. Coop , 82 cubic yards of 5 i sack, 3000 psi concrete from , in the following areas: perimeter slab on line A between 5 & 18, line 5 between A & D, line 19 between A & D, line D between 5 & 6 and 17 & 19. and it was vibrated internally. Slump range 4 " -5 ". # Typo 1 /II cement, 1480 #sand, , oz. per 100# of cement. & i% Ca.Chl. @ 21 cubic yard load only. cubic yards with a 5 " slump. Del. ticket # 173272 cubic yards with a " slump. Del. ticket 11 cubic yards with a " slump. Del. ticket # Concrete Temperature: 60 ° F t. SPECIMEN NUMBER 21 —A 21 —B 21 —C ULT. STRENGTH WEIGHT IN LBS 30//10 oz. 30//12 oz. 30//10 oz. PERMIT NUMBER: 124,000 153,000 151,000 STRENGTH LBS /SQ. IN. 4386 5412 5341 AU & ASSOCIATEa INC, OTT ROSENAU & ASSOCIATES, INC. 6747 M. L. KING WAY SOUTH, SEATTLE, WA 98118 725 -4600 CONSTRUCTION INSPECTION REPORT PROJECT: Hartung /Temperline ADDRESS: 17830 W. Valley Hwy., Tukwila INSPECTOR AND DATE B. Johnson Inspected and approved the resteel (no forms) per detail C2.1 at all 4 -23 -91 interior closure slabs that are over 1' above bottom of panel at grid lines A /12 to 18, B /18 to 19, 19 /B to D, D /18 to 5/C to D, 12 /A to B, D -19/5 to 7, and lines 6 & 7/D -19 to D. Resteel per City of Tukwila approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. R. Bogle 5 -6 -91 INSPECTOR'S REMARKS PERMIT NUMBERS y s" JOB NUMBER: 91-024 Inspected and approved the resteel in loading dock walls between lines A & B on lines 19. Resteel as per approved plans. Resteel is grade 60, as specified, from Salmon Bay. T. Coop Inspected and approved the resteel, welded wire mesh reinforcing, and 5 -14 -91 forms for perimeter slab on line A between 5 & 18, line 5 between A & D, line 19 between A & D, line D between 5 & 7 and 17 & 19. Resteel is grade 60, as specified, from Salmon Bay Steel. G. Moe Inspected and approved the resteel and forms in closure slab sections as 5 -20 -91 follows; 7 through 16 lines at grid D, approximately grids B & C at 5 line. Slab section between 5 & 6 lines /grids C.5 through D. All reinforcing per specifications. Also inspected welds at panel to panel connections, inclusive. Work was completed as specified by WABO certified welder Townley Anstrom Resteel is grade 60, as specified, from Salmon Bay. R. Gilbert Inspected and approved the resteel and forms for closure pour located at 5 -24 -91 lines A to D at 1 to 5. Resteel and welded wire fabric reinforcing clean and properly placed as per approved plans and specifications. Resteel is grade 60, as specified, from Seattle Steel. All insulation was placed at proper locations as per approved plans. D. Newman Inspected and approved field welding of columns to girders and of structural 6 -13 -91 struts between columns. All fillet welds were of size and locations specified. E7018 electrodes were used. WABO certified welder = DH Housman expires: 7 -1 -92. CITY OF rcvVILla PLANNIA G DEPT. ( JUN 1 9 1991 JOB NUMBER: 91 -024 PROJECT: Hartung — Temperline DATE: 24 ,May 1991 I inspected placement of Miles Sand & Gravel Mix Number: 08 OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 Concrete was placed via chute Batch weights per cubic yard: 1820 # 7/8" agg. REPORT NUMBER: 023 470 # , oz. per 100# of cement. Cast specimens # 23 A —C at 10 Cast specimens # at Cast specimens # at Weather: Inside — dry & 50 ° F. CYLINDERS ARRIVED IN LAB AND/OR REMARKS: DATE CAST 5 -24 -91 5 -31 -91 7 CONCRETE REPORT INSPECTOR: R. Gilbert 55 cubic yards of 5 sack, 3000 psi concrete from , in the following areas: , closure pour located at lines. A to D and 1.. to 5. and it was vibrated internally. Slump range Type I cement, # oz. cubic yards with a 4 cubic yards with a cubic yards with a Concrete Temperature: 5 -28 -91 23 —A 291/10 oz. PERMIT NUMBER: 6304 " slump. Del, ticket # " slump. Del. ticket # " slump. Del. ticket # 60 ° F COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN ULT, STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS 108,000 1480 # sand, per 100# of cement. 174365 STRENGTH LBS /SQ. IN. 3820 cc :1 —Owner 1— Architect 1- Engineer 1- Contractor 1— Bldg. Dept. Batch Plant TO ROSENAU ,: & ASSOt TES, 0 INC. /7 .4-111.47kgee . DAT�E�� MAY 3, 1991 JO& NO 89126 HARTUNG TEMPERLINE LOCATION TUKWILA, WA. ` CON•fNAGTOW POE CONSTRUCTION OWNER WIIATHi0 OVERCAST T(MI. .54 0 d[ AN 'l0 :00 Alton. /N('j(NT AT SITt JIM KING MAY 22 '91 15 :38 ENGINEERS NORTHWEST 522 -6698 ENGINEERS NORTHWEST, INC. �)Z 6869 Woodlawn Avenue Northeast /u SEATTLE. WASHINGTON 96115 (706) 525.7560 To ALFRED CROONQUIST ARCHITECTS ONE UNION SQ. BLDG #3404 SEATTLE, WASHINGTON 98101 ATTN: DENNIS EVANS THE FOLLOWING WAS NOTED; DENNIS: TODAY WE VISITED THE CONSTRUCTION SITE, THE PRE —CAST PANELS WERE UP IN PLACE, FRAMING AT ROOF WAS 50% COMPLETED , THE PORTION EAST OF GRID 12 WAS COMPLETED. THE STRAPS ALONG GRID A WERE INSTALLED ON TOP OF THEIR RESPECTIVE PURLINS AND THE PARABOLTS WERE INSTALLED INTO THE PRE —CAST WALLS. THE STRAPS AND PARABOLTS FOR THE NON — PARAPET WALLS WERE NOT INSTALLED AT THIS TIME. THE ROOF NAILING THAT WE REVIEWED (EAST OF GRID 12 COMPL • WI STRUCTURAL DRAWINGS. WHILE THIS REPORT MAKES REFERENCE TO OBSERVATIONS OF CERTAIN ITEMS QE_ WORK, IT SHOULD NOT BE CONSTRUED THAT OTHER WORK NOT MENTIONED WAS ACCEPTA =LE OR EVEN OBSERVED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL WORK S COMP IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, :_•. POE CONSTRUCTION COPIES TO JOSE IrEIETABI =PO `U' SIGNED YIy/LIL� P.2 /2 ` OATe MAY 10, 1991 JOB NO 89126 ►ROACT HARTUNG TEMPERLINE I.oCAr,oN �� .. TUKWILA, WA. ,... , CONTRACTOR POE CONSTRUCTION OWNtR ' WCATN(R OVERCAST 'NAO. • 54 c at 014):00 A V Aa,, i.14OANT AT SOT KEN JAMES TO ALFRED CROONQUIST ARCHITECTS THE FOLLOWING WAS NOTED: , DENNIS: TODAY WE VISITED THE CONSTRUCTION SITE, THE PRE —CAST PANELS WERE UP IN PLACE, FRAMING AT ROOF WAS 90% COMPLETED. THE STRAPS ALONG GRID A WERE INSTALLED ON TOP OF THEIR RESPECTIVE PURL/NS AND THE PARABOLTS WERE INSTALLED INTO THE PRE —CAST WALLS. THE STRAPS AND PARABOLTS FOR THE NON — PARAPET WALLS WERE ALSO INSTALLED. STRUCTURAL DRAWINGS. WHILE THIS REPORT MAKES REFERENCE TO OBSERVATIONS OF CERTAIN ITEMS OF WORK, IT SHOULD NOT BE CONSTRUED THAT OTHER WORK NOT MENTIONED WAS ACCEPTABLE OR EVEN OBSERVED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL WORK IS COMPLETED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. COPIES TO ` MAY 22 '91 15:39 ENGINEERS NORTHWEST 522 -6699 ENGINEERS NORTHWEST, INC. 6869 Woodlawn Avenue Northeast SEATTLE, WASHINGTON 98115 (x06) 525.7560 ONE UNION SQ. BLDG #3404 SEATTLE, WASHINGTON 98101 ATTN: DENNIS EVANS Mob . P.1 /2 THE ROOF NAILING THAT WE REVIEWED (WEST OF GRID 12) COMPLIED WITH THE JOSE L. PARADA. P.E. POE CONSTRUCTION IMMO l lams SIGNED - /L sak 6747 M. L. King Way South JOB NUMBER: 91 - 024 PROJECT: Hartung /Temperline DATE: 8 March 1991 I inspected placement of Miles Sand & Gravel Mix Number: 14 DATE CAST 3 -8 -91 3 -8 -91 3 -8 -91 cc: l .Owner 1- Architect 1-Engineer OTTO RcI3ENAU & ASSC IATES, INC. CONSTRUCTION INSPECTION & TESTING • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 Concrete was placed via chute Batch weights per cubic yard: 470 # 1820 # 7/8" agg. 500# 1 3 /8 " ,agg. oz. per 100# of cement. CONCRETE REPORT REPORT NUMBER: 009 PERMIT NUMBER: INSPECTOR: W. Hansgn 67 cubic yards of 5 sack, 3000 psi concrete from , in the following areas: footings between grid D +10' north to grid A at 5 line, at gird A from 5' west of 5 line to 5 line, 10 to 19 line at grid D, and 19 line from grid D to D +19' north. and it was vibrated internally. Slump range 4"-4i". Type I cement, 1480 # sand, oz. per 100# of cement. Cast specimens # 9 A —C at 20 cubic yards with a 4i " slump. Del. ticket # 168139 Cast specimens # at cubic yards with a " slump. Del. ticket # Cast specimens # at cubic yards with a " slump. Del, ticket # Weather: Partly cloudy, 52 ° F. Concrete Temperature: 60 °F CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 3 -11 -91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN ULT. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS • 3 -15 -91 7 9 —A 4 -5 -91 28 9 —B 4 -5 -91 28 9 -C 1- Contractor 1— Bldg. Dept. Batch Plant 30110 oz. 98,000 30414 oz. ' 141,000 304/0 oz. 145,000 6304 STRENGTH LBS /SO. IN. 3466 4987 5129 ROSENAU & ASSOCIATES, INC. DATE: 13 March 1991 I inspected placement of Miles Sand &Gravel Mix Number: 09 OTTO Rc3ENAU & ASSC.IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 7254600 • Tacoma 627.4477 • Fax (206) 723.2221 JOB NUMBER: 91 -024 REPORT NUMBER: 010 PERMIT NUMBER: 6304 PROJECT: Hartung /Temperline CONCRETE REPORT INSPECTOR: R. Bogle 318 cubic yards of 5 i sack, 4000 psi concrete from , in the following areas: tilt —up panels 5 through 17, 17A, 18, 19, 20, & 21. Concrete was placed via pump and it was vibrated internally. Slump range 4i"-5". Batch weights per cubic yard: 517 # Type II cement, 1390 # sand, 1850 # 7/8" agg. # # oz. per 100# of cement. oz. per 100# of cement. Cast specimens # 10 A —C at 50 cubic yards with a 4 t! " slump. Del. ticket # 168560 Cast specimens # 10 D —F at 184 cubic yards with a 5 " slump. Del. ticket # 168634 Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: Overcast, 50 ° F. Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 3 -14 -91 Extra water for higher slump allowed by superintendent. COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE DATE AGE IN SPECIMEN ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS . LBS /SO. IN. 3 -13 -91 3 -18 -91 5 FC *10 —D 29 118 oz. 78,500 2776 3 -13 -91 3 -20 -91 7 10 —A 29 1112 oz. 108,000 3820 3 -13 -91 3 -20 -91 7 FC *10 —E 29 114 oz. 94,000 3325 3 -13 -91 4 -10 -91 28 10 —B 29 1110 oz. 141,000 4987 3 -13 -91 4 -10 -91 28 10 —C 30410 oz. 144,000 5093 3 -13 -91 4 -10 -91 28 FC 10 —F 294/6 oz. 128,000 4527 *Field Cure cc: 1 -Owner 1- Contractor 1— Architect 1— Bldg. Dept. 1— Engineer Batch Plant OTTO R�OSENA✓UU&& ASSOCIATES, INC. ATE /��i� %l�Y iii? / i •el t dJI1 #2,• Air CONCRETE REPORT JOB NUMBER: 91 -024 REPORT NUMBER: 011 PROJECT: Hartung /Temperline DATE: 14 March 1991 ! i inspected placement of Miles Sand & Gravel Mix Number: 09 Concrete was placed via p and it was vibrated internally, Slump range 4 i " -5" . Batch weights per cubic yard: 517 # Type II cement, 1390 # sand, 1850 # 7/8" egg. # # oz. per 100 #of cement oz. per 100# of cement. Cast specimens # 11 A -C at 74 cubic yards with a 5 " slump. Del. ticket # 168810 Cast specimens # 11 D -F at 214 cubic yards with a 5 " slump, Del. ticket # 168852 Cast specimens # .M cubic yards with a " slump. Del. ticket # Weather: Overcast, 48 ° F. Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 3 -15 -91 Water added with contractor's knowledge. COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE DATE AGE IN SPECIMEN ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SQ. IN. 3 -14 -91 3 -18 -91 4 FC *11 -D 29 #10 oz. 67,500 2387 3 -14 -91 3 -21 -91 7 11 -A 304/0 oz. 138,000 4881 3 -14 -91 3 -21 -91 7 FC *11 -E 291/12 oz. 97,000 3431 3 -14 -91 4 -11 -91 28 11 -B 304/2 oz. 161,000 5695 3 -14 -91 4 -11 -91 28 11 -C 304/0 oz. 157,000 5553 3 -14 -91 4 -11 -91 28 FC 11 -F 294/8 oz. 132,000 4669 *Field Cure OTTO R6 3ENAU & ASSc IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 cc :1 -Owner 1- Contractor 1- Architect 1 -Bldg. Dept. 1- Engineer Batch Plant PERMIT NUMBER: 6304 INSPECTOR: R. Bogl,e 286 cubic yards of 5i sack, 4000 psi concrete from , in the following areas: panels 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 50, 53, 54, 56, 57, 59, 60, & 61. OTTO ROSENAU & ASSOCIATES, INC. JOB NUMBER: PROJECT: 3 -28 -91 OTTO R :: JENAU & ASSC3(.;IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 DATE: 28 March 1991. . I inspected placement of Miles Sand & Gravel Mix Number: 08 91 -024 REPORT NUMBER: 014 Hartung /Temperline Concrete was placed via p and it was vibrated internally. Slump range 31 II Batch weights per cubic yard: 470 "1 Type I /II cement, 1480 #sand, 1820# 7/8" agg. # # oz. per 100# of cement. oz. per 100# of cement. & i% Ca. Chl. , 3/4% from 90 yards. Cast specimens # 14 A —C at 10 cubic yards with a 3 i " slump. Del. ticket # 169881 Cast specimens # at cubic yards with a " slump. Del. ticket # Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: 43 ° F, cloudy. Concrete Temperature: 60 ° F CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 3 -29 -91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28,3 SQ. IN.) DATE DATE AGE IN SPECIMEN ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /So. IN. 4 -4 -91 7 14 -A 30110 oz. 117,000 4138. cc: 1-Owner 1— Contractor 1- Architect 1— Bldg, Dept. 1- Engineer Batch Plant CONCRETE REPORT INSPECTOR: 110 cubic yards of 5 in the following areas: 3 and A & D. PERMIT NUMBER: T. Coop sack, 3000 psi concrete from slab on grade between lines 1.5 & OTTO ROSENAU && ASSOCIATES, INC, 6304 OTTO ROSENAU & ASSOCIAT .S, INC. 6747 M. L. KING WAY SOUTH,SEATTLE;'WA 98118 725.4600 PRQIECT: Hartung /Temperline ADDRESS: 17830 W. Valley Hwy. , Tukwila INSPECTOR AND DATE T. Coop 3 -28 -91 R. Bogle 4 -2 -91 R. Bogle .. 4 -3-91 R. Bogle 4 -8 -91 CONSTRUCTION INSPECTION REPORT INSPECTOR'S REMARKS PERMIT NUMBER: 6304 JOB NUMBER: 91 -024 Inspected and approved'the'resteel, welded wire mesh reinforcing,. and forms. for slab Inspected, between lines 1.5 & 3 and.A & D. Resteel is.grade 60, as. specified, from Salmon Bay Steel. Inspected and approved the resteel • and forms for footings located on lines A to C.5 and between 18 &.19, also section located at_lines 7 to 10 on line D. •.;Found to be as per approved plans and specifications. . Resteel is grade 60, as specified, from Salmon Bay Steel. Inspected and approved the resteel.and forms for tilt -up panels 1, 2, 3, 4, 39, 40, 43, 44, 45, 67, 68, 69, & 70. Resteel is as per approved plans and specifications. Resteel is grade 60,'as specified, from Salmon Bay Steel. Inspection of•reinforced concrete placement cancelled without.notice.• OTTO RCS. hiENAU & ASSQ: ;IATES, INC. JOB NUMBER: 91 -024 PROJECT: Hartung /Temperline DATE: 25 February 1991 (inspected placement of Miles Sand & Gravel Mix Number: Concrete was placed via pump Batch weights per cubic yard: 1820 # 7/8" agg. oz. Cast specimens N 6 A —C Cast specimens # 6 D —F Cast specimens N Weather: 50 ° F, sunny. CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 2 -26 -91 DATE CAST 2 -25 -91 2 -25 -91 2 -25 -91 2 -25 -91 2 -25 -91 2 -25 -91 cc: 1-Owner 1- Architect 1- Engineer CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 REPORT NUMBER: 006 INSPECTOR: T. Coop 168 cubic yards of 5 sack, 3000 psi concrete from , in the following areas: slab on grade between B.5 & C and 5 & 19. and it was vibrated internally. Slump range 470 # Type I /II cement, # # oz. per 100# of cement. & Ca. Chl. at 30 cubic yards with a 4 at 157 cubic yards with a 4 at • cubic yards with a Concrete Temperature: COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO. IN.) DATE BROKEN 3 -4 -91 3 - 4 - 91 3 -25 -91 3 -25 -91 3 -25 -91 3 -25 -91 AGE IN DAYS 7 7 1— Contractor 1— Bldg. Dept, Batch Plant CONCRETE REPORT SPECIMEN NUMBER WEIGHT PERMIT NUMBER: ULT. STRENGTH IN LBS 6 —A 29//12 oz. 102,000 6 —D 301/2 oz. 99,500 28 6 —B 291112 oz. 138,000 28 6 —C 291112 oz. 139,000 28 6 —E 291112 oz. 142,000 28 6 —F 30110 o . 141,000 6304 " slump. Del. ticket N 167298 " slump. Del. ticket N 167350 " slump. Del. ticket N 60 ° F 1480 # sand, per 100# of cement. STRENGTH LBS /SQ. IN. 3608 3519 4881 4917 5023 4988 OTTO ROSENAU & ASSOCIATES, INC. ••1)6:7;afoIdeLlo...e..• OTTO Rd= .3ENAU & ASSd CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONCRETE REPORT JOB NUMBER: 91 -024 REPORT NUMBER: 007 PROJECT: Hartung /Temperline DATE: 27 February 1991 I inspected placement of Miles Sand & Gravel Mix Number: 08 DATE CAST 2 -27 -91 2 -27 -91 2 -27 -91 cc:1 -Owner 1- Architect 1- Engineer 3 -6 -91 3 -27 -91 3 -27 -91 7 28 28 Concrete Temperature: 2 -28 -91 7 -A 7 -B 7 -C 294110 oz. 30110 oz. 30410 oz. oz. COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO. IN.) DATE AGE IN SPECIMEN ULT, STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS IATES, INC 105,000 160,000 157,000 PERMIT NUMBER: 6304 INSPECTOR: R. Bogle 100 cubic yard _ s of 5 sack, 3000 psi concrete from , in the following areas: footings on line 2 at lines C.5, C, B.5, & B; footing with grade beams on line 3 at C.5, C, B.5, & B, and on line 4 at C.5, C, B.5, & B. Concrete was placed via chute and it was vibrated. internally. Slump range Batch weights per cubic yard: 470 # Type I cement, 1480 # sand, 1820 # 7/8" agg. 500# 1 3/8", agg. # oz. per 100# of cement, Cast specimens # 7 A -C at 20 cubic yards with a 4} " slump. Del, ticket # 167585 Cast specimens # at cubic yards with a " slump. Del. ticket # Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: Clear, 61 ° F. CYLINDERS ARRIVED IN LAB AND /OR REMARKS: per 100# of cement. STRENGTH LBS /SQ. IN, 3714 5659 5553 �- Contractor OTTO ROSENAU & ASSOCIATES, INC. 1- Bldg. Dept. Batch Plant AVM: !��eefelidee OTTO R( 3ENAU & ASSC 1ATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 7254600 • Tacoma 627.4477 • Fax (206) 723.2221 CONCRETE REPORT JOB NUMBER: 91 -024 REPORT NUMBER: 011 PROJECT: Hartung /Temperline DATE: 14 March 1991 I inspected placement of Miles Sand & Gravel Mix Number: 09 Water added with contractor's knowledge. COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE DATE AGE IN SPECIMEN ULT. STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS *Field Cure cc: 1—Owner 1— Contractor 1— Architect 1 —Bldg. Dept. 1— Engineer Batch Plant PERMIT NUMBER: 6304 INSPECTOR: R. Bogle 286 cubic yards of 5 i ' sack, 4000 - psi concrete from , in the following areas: panels 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 50, 53, 54, 56, 57, 59, 60, & 61. Concrete was placed via pu and it was vibrated internally. Slump range 4 i " - . Batch weights per cubic yard: 517 # Type II cement, 1390 # sand, 1850 # 7/8" agg. # # oz. per 100# of cement. oz. per 100# of cement. Cast specimens # 11 A —C at 74 cubic yards with a 5 " slump. Del. ticket # 168810 Cast specimens # 11 D —F at 214 cubic yards with a 5 " slump. Del. ticket # 168852 Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: Overcast, 48 ° F. Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 3 -15 -91 STRENGTH LBS/SQ. IN. 3 -14 -91 3 -18 -91 4 FC *11 —D 294110 oz. 67,500 2387 3 -14 -91 3 -21 -91 7 11 —A 30110 oz. 138,000 4881 3 -14 -91 3 -21 -91 7 FC *11 —E 294112 oz. 97,000 3431 OTTO ROSENAU & ASSOCIATES, INC. " OTTO Rd:.`3ENAU & ASSCL,.. IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 JOB NUMBER: 91 -024 REPORT NUMBER: 012 PERMIT NUMBER: 6304 PROJECT: Hartung /Temperline DATE: 21 March 1991 I inspected placement of Miles Sand & Gravel Mix Number: 09 3 -21 -91 CONCRETE REPORT INSPECTOR: R. Bogle '88 cubic yards of 5i sack, - 4000 psi concrete from , in the following areas: tilt -up panels 32, 37, 38, 51, 52, 55, 58, & 62. Concrete was placed via pump and it was vibrated internally. Slump range 4 i " - . Batch weights per cubic yard: 517 # Type II cement, 1390 # sand, 1850 # 7/8" agg. # , # oz. per 100# of cement. oz. per 100# of cement. Cast specimens # 12 A -C at 115 cubic yards with a 5 " slump. Del. ticket # 169405 Cast specimens # at cubic yards with a " slump. Del, ticket # Cast specimens # at cubic yards with a " slump. Del, ticket # Weather: Overcast, rain showers, 43 ° F. Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 3 -22 -91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO. IN:) DATE DATE AGE IN SPECIMEN ULT. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SQ. IN. 3 -28 -91 7 12 -A 291/10 oz. 129,000 4563 cc: 1 -Owner 1- Contractor 1- Architect 1- Bldg. Dept. 1- Engineer Batch Plant OTTO ROSENAU & ASSOCIATES, INC. OTTO ROSENAU & ASSOCIA INC. 6747 M. L. KING WAY SOUTH, SEATTLE, WA 98118 725.4600 R. Bogle 3 -14 -91 R. Bogle 3 -21 -91 PROJECT: Hartung /Temperline CONSTRUCTION INSPECTION REPORT -2- ADDRESS: 17830 W. Valley Hwy., Tukwila JOB NUMBER: 91 -024 INSPECTOR'S REMARKS PERMIT NUMBER: 6304 INSPECTOR AND DATE T. Coop Inspected and approved the resteel, welded wire mesh reinforcing, and forms 2 -25 -91 for slab on grade between B.5 and C and 5 & 19. R. Bogle Inspected and approved the resteel and forms for footings: line 2 at C.5, C, 2 -27 -91 B.5, & B; footing with grade beams at line 3, C.5, C, B.5, & B, and line 4, C.5, C, B.5, & B. Resteel found to be as per approved plans and specifications Resteel is grade 60, as specified, from Salmon Bay Steel. B. Bellew Inspected and approved the resteel and forms in perimeter footing on 3 -1 -91 grid line A from line 5 to 18 per section C - 2.1. Also three column pads 2 - 5.5 and 1 - 3.5, on grid line 1.7± between lines B & C. Resteel is grade 60, as specified, from Salmon Bay. NOTE: Inspected perimeter footings on grid line A from line 5 to 18 per section C - 2.1 except from line 11± to 13t. W. Hansen Inspected and approved the resteel and forms for footings between grid D +10' 3 -8 -91 north to grid A @ 5 line, at grid A from 5' west of 5 line to 5 line, 10 to 19 line at grid D, and 19 line from grid D to D +19' north. Also inspected and approved the resteel and forms for tilt -up wall panels P5, 6, 7, 8, 9, 10, 12, 13, 14, 15, 16, 17, & 17A. All resteel was found to be clean and placed per City of Tukwila approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. Note: Check to make sure #5 VTS (bottom) are chaired at all panels prior to concrete placement - 1}" chairs unavailable at time of resteel inspection. R. Bogle Inspected and approved the resteel and forms for tilt -up panels not 3 -12 -91 inspected on 3 -8 -91 - panels 18, 19, 20, 21, 22, 23, 24, 25, 26, 29, 30, 31, 32, & 33. Resteel in above panels and panels inspected on 3 -8 -91 were found to be as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. (Concrete placement cancelled.) Inspected and approved the resteel and forms for tilt -up panels 27, 28, 34, 35, 36, 50, 53, 54, 56, 57, 59, 60, & 61. Resteel as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. Inspected and approved the resteel and forms for tilt -up panels 32, 37, 38, 51, 52, 55, 58, 62. Resteel as per approved plans and specifications. Inspected and approved the resteel and forms for slab on grade, using welded wire mesh reinforcing, lines 3 through 5 and A to D, also footings on line 2 at lines A, B, B.5, B.9, & C. Resteel as per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. DATE CAST 3 -1 -91 3 -1 -91 3 -1 -91 cc: 1 -Owner 1- Architect 1- Engineer OTTO RC.1ENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONCRETE REPORT JOB NUMBER: 91 -024 REPORT NUMBER: 008 PROJECT: Hartung — Temperline DATE: 1 March 1991 I inspected placement of Miles Sand & Gravel Mix Number: 14 Concrete was placed via chute Batch weights per cubic yard: 470 1320 # 7/8" agg. 500 # 1 -3/8" pgg. oz. per 100# of cement. Cast specimens # 8 A —C Cast specimens # Cast specimens # 3 -8 -91 3 -29 -91 3.29 -9 20 cubic yards of at at at 7 28 28 1- Contractor 1-8Idg. Dept. Batch Plant INSPECTOR: B. Bellew 5 sack, 3, 000 psi concrete from , in the following areas: perimeter footing on grid line A from line 5 to 18 per section C -2.1. (except from line 11± to 13 ±). Also 3 column pads 2 — 5.5 & 1 — 3.5, on grid line 1.7± between lines B & C. and it was vibrated internally. Slump I /II oz. 10 cubic yards with a cubic yards with a cubic yards with a Weather: cloudy, light showers Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 3 -4 -91 8 —A 8 —B 8 —C Type 29416 oz. 29418 oz. 29418 oz. RECEIVED CITY OF TUKWILA APR U 8 lyyl PERMIT CENTER PERMIT NUMBER: 6304 range 3 to 4" cement, 1480 # sand, per 100# of cement. 3i " slump. Del, ticket # 167892 " slump. Del. ticket # " slump. Del. ticket # COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN ULT. STRENGTH STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SQ, IN. 92,000 131,000 133,000 3254 4633 4704 OTTO ROSENAU & ASSOCIATES, INC. IAT JOB NUMBER: 91 -024 CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 PROJECT: Hartung /Temperline DATE: 21 March 1991 I inspected placement of Miles Sand & Gravel Mix Number: 08 DATE CAST Concrete was placed via pump Batch weights per cubic yard: 470 # 1820 # 7/8" agg. # # oz, per 100# of cement. & 3/4% Ca.Chl. Cast specimens # 13 A —C at 63 cubic yards with a Cast specimens # at cubic yards with a Cast specimens # at cubic yards with a Weather: Overcast, rain showers, 41 ° F. Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 3 -22 -91 OTTO R63ENAU & ASSOCIATES, INC. 3 -21 -91 3 -28 -91 cc: 1—Owner 1- Architect 1— Engineer COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28:3 SQ, IN.) DATE AGE IN SPECIMEN ULT. STRENGTH STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SQ. IN. 7 1- Contractor 1— Bldg, Dept. Batch Plant CONCRETE REPORT REPORT NUMBER: 013 PERMIT NUMBER: 6304 INSPECTOR: R. Bogle 136cubic yards of 5 'sack, 3000 psi concrete from , in the following areas: slab on grade at lines 3 through 5 and A to D, also footings on line 2 at lines A, B, B.5, B.9, & C. and it was vibrated internally. Slump range 4 }" - . Type II cement, 1480 # sand, per 100# of cement. oz. 5 " slump. Del. ticket # 169383 " slump. Del. ticket # " slump. Del. ticket # 13 —A 291,12 oz. 135,000 4775 OTTO ROSENAU & ASSOCIATES, INC. de„V" OTTO R NAU & ASSOCIATES, INC.- 6747 M. 1.•KING WAY SOUTH, SEATTLE, WA 98118 • 725.4600 CONSTRUCTION INSPECTION. REPORT • PRQJECT: Hartung /Temperline ADDRESS: 17830 W. Valley Hwy., Tukwila INSPECTOR AND DATE INSPECTOR'S REMARKS PERMIT NUMBER: 6304 JOB NUMBER: 91 -024 T. Coop Inspected and. approved the resteel, welded wire mesh reinforcing, and forms. 3- 28 -91.. for Slab on grade - between lines 1.5 & 3 and A & D. Resteel is grade 60, as specified, from. Salmon Bay Steel. CITY OP TUKIVILA t; to u)1''r!IL'E,VTER I►Ol?l.Ii l:•1 RD, T(IKWII.:I, II' :I SIIINGTON V8188 February 6, 1991 Mr. Dave C. White Croonquist Architects One Union Square #3404 Seattle, WA 98101 RE: Site Address: 178xx West Valley Highway. Hartung Glass Utility Permit Revision Approval PC#90 -329 Dear Mr. White: PHONE It (20) .133480o Gary L. lbupusrn, Jlayor The Public Works Department has reviewed and approves the site plan revisions submitted by Pac -Tech Engineering on January 10, 1991. This approval amends the previous Public Works approval letter dated 11/1/90. Please add the enclosed plan to the approved set on site. If you have any questions, please feel free to call me at 431 - 3673. Sincere (1i` 1 a S. Heller Associ to Engineer Enclosure (plan) RSH /arc :RSH06 :Hartung7 xc: Denise Millard, Permit Coordinator Greg Villanueva, Utilities Inspector PW Read File Dev.File: Hartung Glass Lt ) PROJECT: ADDRESS: ARCHITECT: CONTRACTOR: INSPECTOR ' AND DATE R. Bogle 1 -23 -91 W. Hansen 1 -25 -91 R. Bogle 2 -7 -91 D. Spicer 2 -9 -91 cc:1- Owner 1- Architect 1- Engineer 1.-Contractor 1 -Bldg. Dept. OTTO RONAU & ASSOC(.4TES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 Hartung /Temperline 17830 W. Valley Hwy., Tukwila Alfred H. Croonquist Poe Construction INSPECTOR'S REMARKS CONSTRUCTION INSPECTION REPORT PERMIT NUMBER: 6304 JOB NUMBER: 91 -024 ENGINEER: Richard F. Janke INSPECTED AT: ,Toh R it e Approved plans on site. Inspected and approved the resteel and forms for footings on line B at lines 6 through 11 and 13 through 18. Resteel is per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. Inspected and approved the resteel and forms for 5i" thick slab on grade between grids A & B and 5 to 18 lines. Resteel was found to be clean and placed per City of Tukwila approved plans. Resteel consists of grade 60 slab dowels, as specified, from Salmon Bay Steel, and 6x6xW1.4xW1.4 welded wire mesh reinforcing. Note: Sand subgrade was in thawed condition and no ice present on reinforcing before concrete was placed. Inspected and approved the resteel and forms in footings located on lines C at 6 thru 18. Resteel as per plans and specifications. Resteel is grade 60, as specified, from Salmon Bay. Inspected and approved the resteel and forms in slab on grade from grid line 6 thru 19 and between grid lines C & D. Dowels placed according to approved plans and specifications. Line C.5 between 5 & 7. Line 7 between C.5 to D. Resteel is grade 60 (dowels), 6 x 6 mesh as specified from Salmon Bay. This report is the exclusive property of our firm for use in producing a final report to obtain a Certificate of Occupancy. Use of this report by any other person or firm is strictly prohibited without written permission from our firm. This report may be a matter of public record at government agencies etc., but it is public e.cnrd for viewing only, not for personal or financial gain. FEbb 4'L A1y`N111<af; f >F=f/T, OTTO R63ENAU & ASSd IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONCRETE REPORT JOB NUMBER: 91 -024 REPORT NUMBER: 002 PROJECT: Hartung /Temperline DATE: 25 January 1991 INSPECTOR: W. Hansen I inspec placement of 222 cubic yards of 5sack, 3000 psi concrete from Miles Sand & Gravel , in the following areas: 5i" thick slab on grade between grids Mix Number: 08 A & B and 5 to 18 lines. PERMIT NUMBER: COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO, IN.) DATE DATE AGE IN SPECIMEN UTL. STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS 1 -25 -91. 2 -1 -91. 7 2 -A 30//4 oz. 90,500 1 -25 -91 2 -1 -91 7 2 -D 29//10 oz. 83,000 1 -25 -91 2 -1 -91 7 2 -G 30//2 oz. 92,000 cc :1— Owner 1— Architect 1— Engineer 1— Contractor 1.— Bldg. Dept. Batch Plant In'�(f�'�s►��Ii�fo 6304 Concrete was placed via pump truck and it was vibrated internally. Slump range Batch weights per cubic yard: 470 # T I /II cement, 1480 #f sand, 1820 # 7/8" agg. '` # oz. per 100# of cement. oz. per 100# of cement. & }% Ca.Chl., changed to 3/47. at 101 cubic yards* Cast specimens # 2 A —C at 61 cubic yards with a 5 " slump. Del. ticket # 165005 Cast specimens # 2 D —F at 141 cubic yards with a 5 " slump. Del. ticket # 165041 Cast specimens b 2 G —I at 212 cubic yards with a 5 " slump. Del. ticket N 165075 Weather: Partly cloudy to clear, 36 -45 ° F. Concrete Temperature: 60 -62 ° F CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 1 -28 -91 *and to 1% at 191 cubic yards. Batched with hot water. 1% Ca.Chl. is the maximum allowed per specifications in mix at slab. Recommend cold weather protection for slab. FEB 1 9 '1991 Gi71' r3F TUhvYI�,/a PI.Ah(NINC1 t)hPT, STRENGTH LBS /SO. IN, 3201 2935 3254 OTTO ROSENAU & ASSOCIATES, INC. //t ou.:, .....�- cc :1— Owner 1- Architect 1— Engineer } OTTO R6 ENAU & ASSdJIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 PROJECT: Hartung Temperline 1— Contractor 1- Bldg. Dept. Batch Plant CONCRETE REPORT Concrete was placed via chute and it was vibrated internally. Slump range 4i to 5" Batch weights per cubic yard: 470 # Type I /II cement, 1480 # sand, 500 # 1 -3/8 a,gg. 1320 #7 /8" agg,. # oz. per 100# of cement. oz. per 100# of cement. Cast specimens # 3 A —C at 6 cubic yards with a 5 " slump. Del. ticket # 166170 Cast specimens # at cubic yards with a " slump. Del. ticket # Cast specimens # at cubic yards with a " slump. Del. ticket # Weather: overcast 50 Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 2 -8 -91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 283 SO, IN.) DATE DATE AGE IN SPECIMEN UTL. STRENGTH STRENGTH CAST BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SQ. IN. JOB NUMBER: 91 -024 REPORT NUMBER: 003 PERMIT NUMBER: 6304 D9TE: , 7 February 1991 . . INSPECTOR: R. Bogle I inspected placement of 41 cubic yards of 5 sack, 3,000 psi concrete from Miles Sand & Gravel , in the following areas: footings located on line C at 6 Mix Number: thru 18 2 -7 -91 2 -14 -91 7 3 —A 301/4 oz. 115,500 CRUMB - [FEB 191991 Cif 1 c:1F ;;I. v), ► i� N A.NN N!" p7. .._� 4085 OTTO ROSENAU & ASSOCIATES, INC. PROJECT: ADDRESS: ARCHITECT: CONTRACTOR: INSPECTOR AND DATE R. Bogle 1 -23 -91 W. Hansen 1- 25 -91. cc:1- Owner 1- Architect 1- Engineer 1- Contractor 1- Bldg. Dept. OTTO ROSENAU & CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 Hartung /Temperline 17830 W. Valley Hwy., Tukwila Alfred H. Croonquist Poe Construction CONSTRUCTION INSPECTION REPORT INSPECTOR'S REMARKS ASSOCIATES, INC. PERMIT NUMBER: 6304 JOB NUMBER: 91 -024 ENGINEER: Richard F. Janke INSPECTED AT: ,Tob s1 to Approved plans on site. Inspected and approved the resteel and forms for footings on line B at lines 6 through 1.1 and 13 through 18. Resteel is per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. Inspected and approved the resteel and forms for 5i" thick slab on grade between grids A & B and 5 to 18 lines. Resteel was found to be clean and placed per City of Tukwila approved plans. Resteel consists of grade 60 slab dowels, as specified, from Salmon Bay Steel, and 6x6xW1.4xW1.4 welded wire mesh reinforcing. Note: Sand subgrade was in thawed condition and no ice present on reinforcing before concrete was placed. R. Bogle Inspected and approved the resteel and forms in footings located on lines 2 -7 -91 C at 6 thru 18. Resteel as per plans and specifications. Resteel is grade 60, as specified, from Salmon Bay. D. Spicer Inspected and approved the resteel and forms in slab on grade from grid 2 -9 -91 line 6 thru 19 and between grid lines C & D. Dowels placed according to approved plans and specifications. Line C.5 between 5 & 7. Line 7 between C.5 to D. Resteel is grade 60 (dowels), 6 x 6 mesh as specified from Salmon Bay. L. Robbins Inspected and approved the welded wire fabric reinforcing and forms for 2 -21 -91 slab on grade at lines B to B plus 30' and 5 to 19. This report is the exclusive property of our firm for use in producing a final report obtain a Certificate of Occupancy. Use of this report by any other person or firm is prohibited without written permission from our firm. This report record at government agencies etc., but it is public record fo or financial gain. vii 0 41991 i ;.; ." i Z,1 ∎1 iL.A inv r " ''r to strictly ublic personal ` 7 ; .° OTTO ROSENAU & ASSOCIATES, INC. 6747 M. L KING WAY SOUTH, SEATTLE; WA 98118 725.4600 PROJECT: Hartung /Temperline ADDRESS: 17830 W. Valley Hwy. , Tukwila INSPECTOR AND DATE T. Coop 2- 25 -9,1 CONSTRUCTION INSPECTION REPORT INSPECTOR'S REMARKS PERMIT NUMBER: 6304 JOB NUMBER: 91 -024 Inspected and approved the resteel, welded wire mesh reinforcing, and forms for slab on grade between B.5 and C and 5 & 19: R. Bogle Inspected and appoved the resteel and forms for footings.: line 2 at C.5, C, 2 -27 -91 - B`:5,'& B; footing with grade beams at line 3, C.5,, C, B.5 Sr' and line 4, , C, B.5, & B. Resteel found to be as per approved plans and specification Resteel is grade 60, as specified, from Salmon Bay Steed: JOB NUMBER: 91 -024 OTTO R&/SENAU & ASS6%;IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 PROJECT: Hartung /Temperline DATE: 25 January 1991 I inspected placement of 222 Miles Sand & Gravel Mix Number: 08 Concrete was placed via pump truck Batch weights per cubic yard: 470 1820 # 7/8" agg. oz. Cast specimens # 2 A —C at Cast specimens # 2 D —F at . Cast specimens # 2 G —I at DATE CAST 1 -25 -91 1 -25 -91 1 -25 -91 1 -25 -91 1 -25 -91 1 -25 -91 1 -25 -91 1 -25 -91 1 -25 -91 2 -1 -91 2 -1 -91 2 -1 -91 2 -22 -91 2 -22 -91 2 -22 -91 2 -22 -91 2 -22 -91 2 -22 -91 cc:1- Owner 1— Contractor 1— Architect 1 —Bldg. Dept. 1— Engineer Batch Plant CONCRETE REPORT REPORT NUMBER: 002 PERMIT NUMBER: INSPECTOR: ,W. Hansen cubic yards of 5sack, 3000 psi concrete from , in the following areas: 5i" thick slab on grade between grids A & B and 5 to 18 lines. and it was vibrated internally. Slump range 7 Type I /II cement, # , # oz. per 100 #of cement. & i% Ca.Chl., changed to 3/4% at 61 cubic yards with a 5 141 cubic yards with a 5 212 cubic yards with a 5 " slump. Del. ticket # " slump, Del. ticket # " slump. Del. ticket # COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN UTL. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS 7 2 —A 30 #4 oz. 90,500 7 2 —D 29 #10 oz. 83,000 7 2 —G 30 #2 oz. 92,000 28 2 —B 3006 oz. 147,000 28 2 —C 30#0 oz. 150,000 28 2 —E 29 #14 oz. 149,000 28 2 —F 30 #0 oz. 147,500 28 2 —H 30#0 oz. 154,000 28 2 -1 30#2 oz. 151,500 6304 1480 # sand, per 100= of cement. 101 cubic yards* 165005 165041 165075 Weather: Partly cloudy to clear, 36 -45 ° F. Concrete Temperature: 60 -62 ° F CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 1 -28 -91 *and to 1% at 191 cubic yards. Batched with hot water. 1% Ca.Chl. is the maximum allowed per specifications in mix at slab. Recommend cold weather protection for slab. STRENGTH LBS /SQ.IN, 3201. 2935 3254 5199 5305 5270 5217 5447 5359 OTTO ROSENAU & ASSOCIATES, INC. 019 -774 /t ""io -Y Writ+ JOB NUMBER: 91 - 024 PROJECT: Hartung Temperline DATE: 9 February 1991 , I inspected placement of Miles Sand & Gravel Mix Number: 08 Concrete was placed via pump /chute Batch weights per cubic yard: 1820 # 7/8" agg. oz. Cast specimens # 4 A -C Cast specimens # 4 D -F Cast specimens # Weather: fog 41 CYLINDERS ARRIVED IN LAB AND /OR REMARKS: Samples A -C have .5% cc per yard. Samples D -F have .75% cc per yard. Slump tests varied from 3 -3/4" - 4 -3/4" every 30 -40 yards. DATE CAST 2 -9 -91 2 -9 -91 cc :1- Owner 1 - Architect 1 - Engineer OTTO R6 SENAU & ASSC "IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 and it was vibrated Internally. Slump range 470 # Type I /II. # .5% cc per yard *Y. 75% cc, per yardz. per 100# of cement. at 97 cubic yards with a 4i at 203 cubic yards with a 4 -3/4 at cubic yards with a Concrete Temperature: 2 - 11 - 91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SO, IN.) DATE AGE IN SPECIMEN UTL, STRENGTH STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SO. IN. 2 -15 -91 7 4 -A 29 #12 oz. 96,000 3395 2 -15 -91 7 4 -D 29 1/8 oz. 101,000 3572 1- Contractor 1- Bldg. Dept, Batch Plant CONCRETE REPORT REPORT NUMBER: 004 PERMIT NUMBER: 6304 INSPECTOR: D. Spicer 267cubic yards of 5 sack, 3,000 psi concrete from , in the following areas: slab on grade from grid line 5 thru line 19 and between grids C & D. 4 cement, ± 1 " 1480 # sand, per 100# of cement. " slump. Del. ticket # 166388 " slump. Del. ticket # 166412 " slump. Del. ticket # 58° OTTO ROSENAU & ASSOCIATES, INC. 0 :V 2 I/r - ifw.wdr (;' DATE CAST 2 -21 -91 2 -21 -91 cc: 1 -Owner 1- Architect 1- Engineer OTTO R‘ .3ENAU & ASSc IATES, INC, CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONCRETE REPORT JOB NUMBER: 91 -024 REPORT NUMBER: 005 PROJECT: Hartung Temperline DATE: 21 February 1991 INSPECTOR:, L. Robbins 5 cubic yards of 5 sack, 3000 psi concrete from , in the following areas: slab on grade at B to B plus 30' and 5 to 19. I inspected placement of Miles Mix Number: Concrete was placed via pump Batch weights per cubic yard: 1820 # 7/8" agg. oz. Cast specimens # 5 A —C Cast specimens # 5 D —F Cast specimens # Weather: Sun CYLINDERS ARRIVED Note: Lot of water in grade. at 43 cubic yards with a 5 " slump. Del. ticket # 166979 at 156 cubic yards with a 4 " slump. Del, ticket # 167034 at cubic yards with a " slump. Del. ticket # Concrete Temperature: 59 ° F IN LAB AND /OR REMARKS: 2 -22 -91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN ULT, STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS 2 -28 -91 2 -28 -91 470 # Type # # , per 100# of cement. & i% Ca. Chl . 1— Contractor 1— Bldg. Dept. Batch Plant PERMIT NUMBER: 6304 and it was vibrated internally, Slump range 4"-5". r cement, 1480 # sand, oz. per 100# of cement. 7 5 —A 291112 oz. 108,000 7 5 —D 291112 oz. 111,500 STRENGTH LBS /SO, IN. 3820 3944 OTTO ROSENAU & ASSOCIATES, INC, PROJECT: ADDRESS: ARCHITECT: CONTRACTOR: INSPECTOR AND DATE R. Bogle 1 -23 -91 W. Hansen 1 -25 -91 cc:1- Owner 1- Architect 1- Engineer 1- Contractor 1- Bldg. Dept. OTTO ROS & ASSOC.4TES, CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 Hartung /Temperline 17830 W. Valley Hwy., Tukwila Alfred H. Croonquist Poe Construction INSPECTOR'S REMARKS CONSTRUCTION INSPECTION REPORT INC. PERMIT NUMBER JOB NUMBER: X 91 -024 ENGINEER: Richard F. Janke INSPECTED AT: Toh gi to Approved plans on site. Inspected and approved the resteel and forms for footings on line B at lines 6 through 11 and 13 through 18. Resteel is per approved plans and specifications. Resteel is grade 60, as specified, from Salmon Bay Steel. Inspected and approved the resteel and forms for 5i" thick slab on grade between grids A & B and 5 to 18 lines. Resteel was found to be clean and placed per City of Tukwila approved plans. Resteel consists of grade 60 slab dowels, as specified, from Salmon Bay Steel, and 6x6xW1.4xW1.4 welded wire mesh reinforcing. Note: Sand subgrade was in thawed condition and no ice present on reinforcing before concrete was placed. This report is the exclusive property of our firm for use in producing a final report to obtain a Certificate of Occupancy. Use of this report by any other person or firm is strictly prohibited without written permission from our firm. This report may be a matter of public record at government agencies etc., but it is public record for viewing only, not for personal or financial gain. JOB NUMBER: 91 - 024 PROJECT: DATE: 23- January 1991 I inspected placement of Miles Sand & Gravel Mix Number: 14 DATE CAST 1 -23 -91 1 -30 -91 cc: 1 -Owner 1- Architect 1.- Enuineer OTTO RED "SENAU & ASS C;IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 Hartung /Temperline 1 -Contractor 1 -Bldg, Dept. Batch Plant CONCRETE REPORT REPORT NUMBER: 001 INSPECTOR: 22 cubic yards of 5 , in the following areas: 11 and 13 through 18. Concrete was placed via chute and it was vibrated internally. Slump Batch weights per cubic yard: 470 # Type 1320 # 7/8" agg. 500# 1 3 /8 " agg. # oz. per 100# of cement. Cast specimens # 1 A —C at 10 cubic yards with a Cast specimens # at cubic yards with a Cast specimens # at cubic yards with a Weather: Overcast Concrete Temperature: CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 1 -24 -91 PERMIT NUMBER: I I oz. 1 —A 300 ox. 99 ,000 6304 R. Bogle sack, 30. 0; psi concrete from footings on line B at lines 6 through range cement, 1480 #sand, per 100# of cement. " slump. Del. ticket # 164786 " slump. Del. ticket # " slump. Del. ticket # COMPRESSION TEST RESULTS ON 6' x 12" CYLINDERS (AREA:. 28.3 SO. IN.) DATE AGE IN SPECIMEN . . UTL. STRENGTH STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS LBS /SQ. IN. 3502 OTTO ROSENA�U�•& ASSOCIATES, INC. `� 2 . ,4 OQst-r .feiw• . `.. I -, Y U w lE ST z September 17, CITY OF TUKWILA SEP 1 7 ii9ti 199 0 PERMIT CENTER Mahan and i)eSalvo (tom 1411 Fourth Avenue 131dg, Seattle, Wa, 98101 Regarding: Hartung Temper line C 1 0 'I' °.ill) ► ; r t that the .Plan Ctvc)< aport- - I to ,�cicl Y J .. omissions Attention to: Crystal Kolke not ' •� '� . "r' <: iiuirlbrlze tlti.' VlpbTib,'I Gi , .'., ;• : ', .,. t ,. 1cJ. 0' C;na ;I - 1 / ^A The following letter its the rem rem ►c►ntsr.. t:p_your ,n drat - } comments dated 8- 29••.1990 in an ` t:'rmi i 'Zi4''f:otn( i' ` eguerstecls 1. See new soils report. 2. See revised structural set:. 3. See revised sheet S -0..1. (Geser.n- i.•Not :es). 4. See attached calculations (sheets RI-R2). 5. See revised sheet S-0.1 (Genera] Notes). 8. See revised foundation plan S1.1 /3- 9 F L.E. COPY ENGINEERS NORTHWEST, INC. P.S. - CONSULTING ENGINEERS 6669 WOODLAWN AVENUE N.E. SEATTLE, WA 98115 (209) 525.1560 FAX (206) 522.6698 RECEIVED CITY OF TUKWILA SEP 1 7 1990 PERMIT CENTER (30 6. See revised panel elevations sheets 55.1 t :liru S5.3. (a) See revised panel elevations. (b) Min. horizontal. steel Is now shown at all panels, see revised panel elevations. (c) For the design of the pre -cast: walls we have used the Alternate Design of Slender. Wails (2614 (1)) which does not utilize the reinforcing I n compression, therefore the Jambs do not requite tins, 7. The pre-cast panels around the mezzanine have' been designed with the loads from the roof and mezzanine, nee attached calculations for panels along grid 5 (R3 and R4), and see sheets w36, w37 and w38 from the original calculations dated 8 -6.90. Please notice the additional concentric load to account for n.11 the loads:' 9. Per our phone conversation aloud grid 5, 12 and 18 the nailing is with 10d common at 4" on center, which is noted on note 4. In the north -south direction the chord forces are acting in the pre cast panels and the typical horizontal reinforcing is adequate for. the 8.5k chord see panel elevations (panel 111 -N4 and $31 -#42). In the east -west direction the chord forces are acting on the continuous steel ledger along grid 5 and on the drag beams along grid 2. (See attached calculations sheet R5) 11. See revised section J- ,4.1a. 12. See attached calculation sheets R7 -RS. 13. See revised section N -3.1 RECEIVED CITY OF TUKWILA S E P 1 7 1990 PERMIT CENTER 14. See revised section A -4.1 We would appreciate a prompt review of this reply in. order to clear the structural comments towards the issue of the building permit. If I can be of further assistance please feel free to contact me. ose L. Parada P.E. Project Engineer; ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 FAX # (206) 522 -6696 Joe No, Joe NAME H412-1UAI TEMPT= �UIa E, . SUBJECT ADD ,,1 OM U',, Qi 67'`I0) M/sX, • . '}11IU.LiFG L OAD c 2 1 " 6TKE6 = 22 .,VoZ e'i(&ash) Ke 2Zr `I','3 °) 30" \ \\ \ 0,i 'X , 61./6 PErm i .756(0.15'5 1► . Tz. a�1` ✓ DATE I. / 7.90 SHEET OF BY RECEIVED CITY OF TUKWILA SEP 1 7 1990 PERMIT CENTER ,doS 1451 G 1 (05 '.ot ✓' RECEIVED (fL) 7 - Thicg.kvEss -4- e IA 0.25 0.1837 0.0744 0.2304 0.0857 0.0494 0.0294 0.0195 1/. 0.375 0.4133 0.1614 0.5184 0.1927 0.1111 0.0661 0.0438 Vt. 0.5 0.7347 0.2915 0.9216 0.3427 0.1975 0.1176 0.0779 • Ye, 0.625 1.1480 0.4649 1.4400 0.5354 0.3086 0.1837 0.1217 VI- 0.75 1,6531 0.6694 2.0736 0.7710 0. 0.2645 0.1752 1 /0 0.875 2.2500 0.9112 2.8224 1.0494 0.6049 0.3600 0.2385 1 2.9380 1.1901 3.6864 1.3706 0.7901 0.4702 0.3115 P43 1.125 3.7194 1.5062 4.6656 1.7341 1.0000 0,5951 0.3943 04 1.25 4.5910 1.0515 5.7600 2,1416 1,2346 0.7347 0.4867 1 1,375 5.5561 2,2500 6.9696 2,5913 1.4938 0.0890 0.5890 / 1.5 6.6122 2,6777 8.2144 3.0039 1.7778 1.0580 0.7009 l'/P' 1.625 7.7602 3.1426 9.7344 3.6193 2.0864 1.2416 0.8226 IV, 1.75 9.0000 3.6446 11.2896 4.1975 2,4198 1.4400 0.3540 NI 1,875 10.3316 4,1839 12.9600 4,0186 2.7778 1.6531 1.0952 2 11.7551 4.7603 14.7456 5.4025 3,1605 1.8908 1.2461 Ahmil C)F" H F t.sekrs. • -18 5$1,152'4.4-3 L46o 1.15* 2,57. 45c 4So' 1.15 c,gwra. E. 7 ,xe.7,e .f 38 5 r?: /. 3 5 frOR r 5e9 6- D CV. COL . 7c" = /000 • - • ..5.414//V 0E15 ps/,__L £45 x .385 C)/ZP • • •- • 4 7 7: t/5-k 150 // eff ILL ALL.0 V,/ A ra Baq. Syr& ss 0 AI L7v7 t3E 3.5 5.5 3.125 5.125 6.75 8.75 10.75 - 3 0 I /2 CITY OF TUKWILA 17 19 hi ERMIT CENTE G U- 4,4/1/7 M' .5 - : 2 ;-1 i 2 l 64 . 7'4.474F:5 5 Z6 7". / eze ,SEZECT reS. 7:e //cA. S oritY,A1 Z44 - :5 45 • a . / . /._ I ..' / / . - - --___ RECEIVED (fL) 7 - Thicg.kvEss -4- e IA 0.25 0.1837 0.0744 0.2304 0.0857 0.0494 0.0294 0.0195 1/. 0.375 0.4133 0.1614 0.5184 0.1927 0.1111 0.0661 0.0438 Vt. 0.5 0.7347 0.2915 0.9216 0.3427 0.1975 0.1176 0.0779 • Ye, 0.625 1.1480 0.4649 1.4400 0.5354 0.3086 0.1837 0.1217 VI- 0.75 1,6531 0.6694 2.0736 0.7710 0. 0.2645 0.1752 1 /0 0.875 2.2500 0.9112 2.8224 1.0494 0.6049 0.3600 0.2385 1 2.9380 1.1901 3.6864 1.3706 0.7901 0.4702 0.3115 P43 1.125 3.7194 1.5062 4.6656 1.7341 1.0000 0,5951 0.3943 04 1.25 4.5910 1.0515 5.7600 2,1416 1,2346 0.7347 0.4867 1 1,375 5.5561 2,2500 6.9696 2,5913 1.4938 0.0890 0.5890 / 1.5 6.6122 2,6777 8.2144 3.0039 1.7778 1.0580 0.7009 l'/P' 1.625 7.7602 3.1426 9.7344 3.6193 2.0864 1.2416 0.8226 IV, 1.75 9.0000 3.6446 11.2896 4.1975 2,4198 1.4400 0.3540 NI 1,875 10.3316 4,1839 12.9600 4,0186 2.7778 1.6531 1.0952 2 11.7551 4.7603 14.7456 5.4025 3,1605 1.8908 1.2461 Ahmil C)F" H F t.sekrs. • -18 5$1,152'4.4-3 L46o 1.15* 2,57. 45c 4So' 1.15 c,gwra. E. 7 ,xe.7,e .f 38 5 r?: /. 3 5 frOR r 5e9 6- D CV. COL . 7c" = /000 • - • ..5.414//V 0E15 ps/,__L £45 x .385 C)/ZP • • •- • 4 7 7: t/5-k 150 // eff ILL ALL.0 V,/ A ra Baq. Syr& ss 0 AI L7v7 t3E 3.5 5.5 3.125 5.125 6.75 8.75 10.75 - 3 0 I /2 CITY OF TUKWILA 17 19 hi ERMIT CENTE G U- 4,4/1/7 M' .5 - : 2 ;-1 i 2 l 64 . 7'4.474F:5 5 Z6 7". / eze ,SEZECT reS. 7:e //cA. S oritY,A1 Z44 ENGINEERS - NORTHWEST CONCRETE JAMB DESIGN (version 3.0) Sheetof 6869 Woodlawn Ave NE 1988 UBC HARTUNG TEMPERLINE Seattle,Washington 98115 04:46 :31 ' 01 -09 -1980 PANELS 52 55 58 . po 100 frr - ___.. JAMB DATA height (ft) 13.00 SPANDREL DATA thickness(in) 7.25 OPENINGS LEFT MATERIAL DATA LOADING DATA unfactored wind in (psi)= 5.0 seismic... zone 3 ledger LL(plf)= 1562 concentrated load LL(lbs): 0 concentric load LL(plf)= 306 horiz load plf (+ inward): 0 REDAR DATA Vertical 4 15 d= 5.43 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Mu (in -k) 1 2 3 4 5 6 1 5.6 5.6 5.6 9.8 9.8 11.9 17.3 width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 36.00 7.25 0.00 1.00 0.00 offset (In. + outward) 0.00 width (ft) height (It) RIGHT width (ft) height (ft) 10.0 10.0 0.0 0.0 concrete (psi) rebar (psi) 3000 60000 2.9 -6.0 . -13.5 -7.1 -15.9 -33.7 -28.6 LOAD CASES 1) .9DL + 1.3WL inward 2): .9DL + 1.3WL outward 3) .9DL + 1.43E0 4) 1.0501. + 1.28LL + 1.28WL inward 5) 1.05DL + 1.2811 + 1.28WL outward 6) 1.0581 + 1.28LL + 1.4E0 7) 1.4DL + 1.7LL INTERACTION CURVE DATA .7 #Po .7 *Pbal .74Mbal .7 *Mn 124.2 41.2 163.5 87.2 out (psi)= 5.0 press (psf)= 32.6 import fact= 1.00 DL (plf)= 184 ecc (in): 1.8 DL (lbs)= 0 ecc (in) 0.0 DL (plf): 1778 dist above floor(It): 0.0 •Ilorizontal min in ^2 / ft 0.17 0.00 -0.01 -0.02 -0 -0.03 -0,05 -0.04 128.66 128.66 128.66 138.19 138.79 109.31 119.20 LL 0/seismic= 100 % LL w /seismic.= 0 LL w /seismic= 0 - outward • Phi$Mn (in -k) dell (in) Allow defl(in) Comments 1.04 1,04 1.04 1.04 1.04 1.04 1.04 case ok' case ok case ok case ok case ok case ok case ok NOTE in cases 1), 2), 4), and 5) the I.L.nsed is 1/2 of the applied LL RECEIVED • CITY OF TUKWILA SEP171990 PERMIT CENTER ENGINEERS- NORTHWEST 6869 Woodlawn Ave NE Seattle,Washington 98115 CONCRETE WALL DESIGN (version 3,0) .1988 UBC 04143 :14 01 -09 -1980 po 100 • Sheet eof HARTUNG TEMPERLINE PC t 51 53 54 56 58 WALL DATA height (ft) thickness (in) added thickness (in) K factor parapet ht (ft) 13.00 7.25 0.00 1,00 0.00 RECEIVED MATERIAL DATA concrete (psi) rebar (psi) CITY OFTUKWILA 3000 60000 LOADING DATA unfactored PERMIT CENTER wind in (psi): 5.0 out (psf) 5 . seismic zone 3 press (psf)= 20.4 import fact= 1,00 ledger LL(plf)= 1562 . DL (plf)= 184 ecc (in): . 1.8 . % LI. w /seismic= 100 concentrated load LL(lbs)= 0 DL fibs): 0 ecc (in): 0.0 '/ LL wheismic= 0 strip width fin): 0 concentric load LL(plfl= 306 DL (plf)= 1778 %LL w /seismic 0 horiz load olf (+ inward): 0 dist above floor(ft)= 0.0 REBAR DATA Vertical 115 at 14.0 in d= 3.63 Horizontal min inA2 / ft 0.17 MOMENT AND DEFLECTION RESULTS + inward outward . Case Pu (kips) Mu (in-k) Phi *Mn (in -k) dell (in) Allow defl(in) Comments 2,3 1,1 53,54 .. 0.09... . 104 case ok 2 2.3 -2,2 53.54 -0,00 1,04 ' ease ok 3 2,3 -8.0 53.54 -0.01 1,04 case ok 4 3.9.. -2.6 56.94 -0,00 1,04 case ok 5 3,9 -5,9 56.94 -0.01 1,04 case ok 6 4.7 -15,3 58.59 -0.02 1,04 case ok 7 6.7 -10,5 62.64 -0.01 1.04 case ok SEP 1 7 1999 LOAD: CASES 1) .9DL 1.3WL inward 2) .9DL + 1.3WL outward 3)..9D1 + 1.43E0 4) 1.05DL + 1,28LL + 1,28WL inward 5) 1,05DL + 1,28L1 + 1,28W1 outward 6) I.05DL + 1,28LL + 1,4E0 7) 1.4DL + 1.7LL NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 206 - SEATTLE, WA 98116 - (206)525 -7560 - FAX # (206) 522.6698 Joe No JOB NAME DATE SUBJECT SHEET I S OF BY . CHORD Fr�r�c s C!. Mez.7ktiti -I ,- .(solo k /r r 7 tyt- 3E4: ONYu .r L[. , �IU &./ RECEIVED CITY OF TUKWILA S E P 1 7 1990 PERMIT CENTER MAX cra . >>nI) 10.E 2 6 . 1M74.5 M L µog.D I. 3[o C14) 2 4,r IL. 8 , 5 (�,4 ,1(fic5 ..� 14 (0j) -1" • 44 foil .3' /z) lit me P► pIa ✓. "P+ Z-A.• 4 01 ✓ LOP- IZ O/= ro ENGINEERS- NORTHWEST INC. "P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 • SEATTLE, WA 98116 - (206)525.7560 • FAX # (206) 522 -e698 JOB No. JOB NAME DATE ..�. ' SUBJECT SHEET.G„OF BY REC N WILA CITY OF 5Ep 1 7 1990 :4 �(5 -r' 6- 6.11,4 105' 11,4k- Q P.C.041n1.141. u�Un� coo Qj) 01'-✓ Cset 14' PERMIT CENTER 0.2" kir-r NhG.., 1 oL 4i�. ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 (206)525 -7560 FAX # (206) 622.6698 , 4)t'3 (lb) nL3 HARJUNS JOB No. 87 ENGINEER J.P. LOOKUP TABLE DESIGNATI 616 - W1.4 X W1.4 6X6 - W2.0 X W2.0 616 - W2.9 X W2.9 616 - W4.0 X W4,0 4X4 - W1.4 X W1.4 4X4 - W2.0 X W2.0 4X4 - W2.9 X W2.9 4X4 - W4.0 X W4.0 SHEAR WALL DESIGN PROGRAM S.W. I HEIGHT LENGTH THICk (FT) (FT) (IN) 49 %50 29 48 6.5 vn vc vs 10 *F'c".52#F'c ".5 vu -vc (ksi) (ksi) (ksi) 0.548 0.110 ✓ -0.013 DESIGN OF DOWELS TO SLAB SLB. STRS MAX MS. As (KSI) (KSI) (in "2 /ft) 0.044 0.6 0.059 ✓ PHASE 1 F'c SHEAR vu d (.9L) DL LL WALL DL PI e MUS (PSI) (KIPS) (ksi) (ft) (KIPS) (KIPS) (KIPS) (KIPS) (FT) (K -FT) 3000 123 0.097 ✓41;2 6 0 113.100 17 48 6136.2 SHEAR STEEL 15 STEEL N6 DOWELS .4 1P6 STEEL @ @ TO SLAB (IN "2 /FT) (IN) (IN) (IN "2 /FT)(KIPS) -0.017 - 221.493 - 314.377 0.117 898.56 DESIGN. OF SLAB FOR SHEAR, USING W.W.M. OR REBAR SHEAR ULT. FCTR.SLAB THK.SLB LENGTH SLB F'c STL. Fy (KIPS) (N /A) (in) (FT) (KSI) (KSI) 123 1.4 4 96 4 60 vu vc vs vs max As,inSLB (KSI) (KSI) (KSI) (KSI) (in "2 /ft) 0.0440 0.1265 - 0.0825 0.5060 - 0.06602 ✓ AREA (in "2 /ft) 0,028 0.040 0.058 0,080 0.042 0.060 0.007 0.120 TRUE SHEAR LENGTH ULT,FIR. MU FACTOR STL. Fy SIB. THK.SLB, F'c (KIPS) (FT) (UBC 368) (KS!) (in) (ksi) 123 96 1,4 0.600 60 4.00 3.000 SHEAR WALL DESIGN FOR TENSION STL 63 fit i HARTUNG PHASE 2 CASE! CASE2 CASE 3 CASE 4 Mu crack K FAC Fa Fa Fa Fa (CASE 1)(CASE 2)(CASE 3)(CASE 4) (K -FT) (KSI) (KSI) (KSI) (KSI) 0.8 0.600 0.600 0.600 0.600 + O.T.L. - O.T.L. WALL WGT. SLAB TH. SLAB TH. SLB STSS.SLB STSS.As CASE 1 As CO 2 As CA 3 As CO 4 (KIPS) (KIPS) (KIPS) (IN) AB (IN) BE (KSI)AB (KSI)BE (IN) "2 (IN) "2 (IN) "2 (IN) 42 ,44 "-'° G * 7 17.763 130.863 113.1 3.5 4 0.100 0.088 0.908 -0.166 01 - .447 0.718 U ✓ 1.4 TOTAL LOAD + EARTHQUAKE e' =32.20 Tu =53.370 edsgn =49.40 Ast.ten =0.988 Mu dsgn= 9413.49 Fa =0.60 Ku =0.011 a =5,212 Cu= 243,91 1.4 TOTAL LOAD - EARTHQU e' =20.21 Tu= -8.964 edsgn =31.4131 Ast ten= -0.166 Mu dsgn =1128,69 Fa =0,600 Pu =190.540 Ku =0.054 Fy =60.000 a =3.880 Mus =- 3851.4 Cu= 181.576 0.9 DEAD LOAD + 1.4 EAR] e'= 46.765 Tu =18.116 edsgn= 63.965 Ast ten =1.447 Mu dsgn= 7835.03 Fa =0.600 Ku =0,059 a= 4.286 Cu= 200.606 Pu =122.490 Fy =60,000 Mus =5728,2 0.9 DEAD LOAD - 1.4 EART e'= 34.773 Tu =38,174 edsgn =51,913 Ast ten =0.718 Mu dsgn =6366.23 Fa =0.600 Pu =122.490 Ku =0,048 Fy =60.000 a =3,446 Mus = - 4259.4 Cu =161,264 S = RECEIVED CITY OF TUKWILA Pu =190.540SEP 1 7 1990 Fy =60.000 PERMIT CENTER S b ==L'C CRS— Vro , %FM.. 1. - UNDERHUNG SYSTEM OR TOP RUNNING BEAM SYSTEM ? -tO Tad AIf1 1)i%. 2 . - HOI ST WEI GHT ? -e 7 RECEIVED � 330 CITY OF TUKWILA 3.- TROLLEY WEIGHT ?-t- 2,0 SEP 1 7 1990 i.. 4.- BRIDGE WEIGHT ? /SOO PERMIT CENTER 5.- I S CRANE PENDANT OR CAB OPERATED ? rFmwswr z r�s, 6.- MAX . END TRUCK REACTION TO RAIL (NO ,IMPACT) ?4 '1 1 U(XX) 133.0 OF -?/ 7.- END TRUCK wIIEEr. BASE AND NUMBER OF END TRUCKS PER BRIDGE END ? E,' W:fa 1i?1/ ck • prdz r'ID 8.- MIN. DISTANCE FROM HOOK CENTER LINE TO CENTER LINE RUNWAY BEAM ? 3qo' 9.- MIN. DISTANCE FROM RUN WAY BEAM CENTER LINE TO END BRIDGE. ? fit " Glli:nwNo(.,. 12 ." p 1p 11=1'11 F3 10.- IF MAX. HOOK HEIGHT IS WHAT IS THE HEIGHT OF THE TOP OF THE RUNWAY BEAM. 11.- MAXIMUM COLUMN OR CORBEL LOAD (W /0 IMPACT). 12.- MAXIMUM DEFLECTION OF RUNWAY BEAM ? 1/ - - IF UNDERHUNG SYSTEM WHAT IS THE MIN. CLEARANCE FROM CENTER OF RUNWAY BEAMS TO WALL 14.- IF TWO CRANES ARE USED IN THE SAME RUNWAY WHAT IS THE MINIMUM DISTANCE BETWEEN THEM ? 0I0 =0 ) S a61 . Tvc A 10P epi OF f3t1 It. ()Awl i9 DP' 11.- c Pvdre. Gior or - r3P Ip1.1 •►o 'I0 l`z ii9R (E'S? 20 f e I GI2Akt 3005 rte' h 2 4 ./.01/1 24111 • 0.11 De.st4KI F0 " 260c0 A d to i tot, vi y s -T- ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N,E, - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522.6898 JOB No JOB NAME )i /-`R VA/67 DATE b• 1• 'o SUBJECT C /ZAAIE. DES/1 . SHEET OF BY JP 2.&`. • ... 4 Itr .,35\,4-? 11.11t V M/ . Wk kc%0 • 24 -, 7'` '7o .. UAPAcr Yu/ 1MP f 0,1(I'Ut 3) (z) = 2601 cork RECEIVED CITY OF TUKWILA SEP 1 7 1990 PERMIT CENTER - * ----tr 5 x 5, ,e 1 J4. ( , I.-. — 41.1 ) 2 7,s ot. cbP 7eatFy U. 2 ( I qv) O •h I ? (z) 4,532' Co 44 X. 241 -1- �= 7.O Ole- ✓ -t- 2.0q.)(6,) r.. 7 O USE- r 1;', M,) ENGINEERS- NORTHWEST INC. P.S.CITYOF 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FEW (0i) E941898 PERMIT CENTER JOB NAME DATE SHEET OF Joe No. SUBJECT ENGINEERS- NORTHWEST 6869 Woodlawn Ave NE Seattle,Washington 98115 WALL DATA height (ft) , 28,00 MATERIAL DATA concrete (psi) 3000 LOADING DATA unfactored wind in (psf)= 7.5 seismic, zone 3 ledger LL(plf)= 0 concentrated load LL(lbs)= 4922 concentric load LL(plf): 0 horiz load plf (+ Inward): 566 REBAR DATA Vertical 115 at 5.5 in d= 4.68 MOMENT AND DEFLECTION RESULTS .+ inward Case Pu (kips) Mu (in -k) 1 2 3 4 5 6 7 LOAD CASES 1) 2) 3) 4) 5) 6) 7) CONCRETE WALL "DESIGN (version 3.0) 1988 UBC 00:11:19 01 -14 -1980 po 100 . thickness (in) added'thickness (in) 6.50 0.00 rebar (psi) 60000 11.6 -11.6 89.9 11,5 -11.5 90.5 0.0 .9DL + 1.3WL inward .9DL' 1,3WL outward .9DL 4 1.43E0 1.0501 + 1.28LL + 1.28WL inward 1.05D1 + 1.28LL + I,28WL outward 1.05DL + 1,2811 + 1,4E0 I,48L + 1.7LL out (psf): 7.5 press (psf)- 18.3 DL (plf) 0 DL (lbs) : DL (plf)= 0 dist above import fact= 1.00 ecc (in)= 0.0 ecc (in)= 0.) floor(ft)= 20.0 Horizontal min 1:02 / ft 0,16. outward Phi*Mn (in -k) 148.33 148.33 148.33 148,59 148.59 148.59 149.19 deft (in) 0,12 -0.12 2.25 .0.12 -0.12 2,24 0.00 Y, factor parapet ht (ft) 1.00 0.00 LL 2 LI. X'IL Allow defl(in) 2.24 2.24 2.24 2.24 2.24 .2,24 2.24.. w /seismic: 0 w /seismic =' 0, strip Width (in)= 0 w / seismic=. 0 NOTE in cases 1), 2), 4), and 5) the LL used .is 1/2 of, the', applied IL. RECEIVED CITY OF TUKWItA SEP171990 PERMIT CENTER Sheet of HARTUNG PNLS 26 27 29 30 32 33 35 36 tifltJ(:1 -: lir i '':'i { " {tj fi:: :x ":1'f'i l(t i;t 1i1:. viulatiOrl t,. P ,r ;�....f,'.iIl,:^+'�c_ 2 ' CGpy Vi i.1prirovi':ti pions + , Date //`• Pnrmit No., lJJ4„ STORM DRAINAGE REPORT AND CALCULATIONS for THE `HARTUNG- TEMPERLINE.BUILDING EXPANSION 'C,ITY OF TUKWILA TRACKING #EPIC-18-89 CITY Gr., ? t1: _ : ii.A Prepared by: PAC -TECH Engineering, Inc. 6100 Southcenter Boulevard, Suite 100 Seattle, WA 98188 (206) 243 -7112 February 1990 aob #5045 Y' SITE LOCATION: The site is located within the northwest quarter of Section 36., Township 23 North, Range 4 East of the W.M. The site lies adjacent and east of the West Valley Highway and extends approximately 425+ east thereof. Currently the site is vacant lying between the Work'N More business on the south and the Howard- Cooper business on the north. EXISTING SITE CONDITIONS: PROJECT OVERVIEW The existing ground tends to slope and drain from the southwest corner to the northeast corner, with slopes approximately 1.5% and less. However, along the West Valley Highway, the site drops approximately 4 feet to 6 feet, at slopes 2:1 or flatter. From the soils survey of King County area, the site lies within soils classified as Puget (Pu) and Woodinville (Wo). See attached soils map, sheet . These soils have hydrologic group of "D ". See Exhibit "C ", sheet The westerly one third of the site is currently bare ground with some graveled areas. The portion is now used as a parking area. The remaining site is covered with short and taller grasses with some deciduous trees scattered about. PROPOSED SITE CONDITIONS: As proposed, the site is to be improved with an office /warehouse building and related parking areas. There will be two dock high truck loading and unloading areas. It is also proposed to install a paved parking area along the north building edge of Work 'N More. Per discussions with the City of Tukwila personnel, storm drain detention is required for the project. The design is to be based upon the 1990 King County Surface Water Design Manual. However, this report does not have to follow King County's specific storm report format. Also, the 2 -year, and 10 -year design storms will be used for detention sizing. uI td9I1 3 67 Fy, A►,1 PREPARED BY: ,443 CHECKED BY: DATE 2 / SCALE: P14. PAGE Vi GALGU L ATIot3 Ow c)e e�vt ton.. Led cud it21' c. AAA -(.,c k. 1 c c )a.t. u 6�,' - ttc..c— � t .�w , A.- Ex bcvrr' c H ditto �� 1,) t /v�•� .-c.� 11 Ti-u._ -t`��t2... t�,�n(Z vLe_ D GA it c- . . � pA i w f i( --(t fAl lA k Ouc a �r'.�. P.M .b\ , .1 ct/u � - (,(. A. .... ti, - -�,4 :c,.et c -c;�'� — -- 0 , -c , .8)- 0 - • (;cam' c ct- .. c , ,T - . Area .: A U� t wvAt- k -'k-k 4- . (31,u ) G IJ = ..e/v7t(A aoyeid. f . PAC TEP-I Engineers / Planners / Surveyors 2601 S. 35th - Suite 200 I Tacoma, WA 98409 / 473-4491 Seattle 623-5736 I Gig Harbor 851 -3033 6100 Southcenter Blvd. - Suite 100 I Seattle, WA 98188 / 243 -7112 3721 Kitsap Way - Suite 4 / Bremerton, WA 98312 / 377 -2053 - f `(cd .,P 0 04, = . i 20 u F. t 'Tc = 1.2 %0;.)C (pc)) -- 4 K A,1 V . FOR: JOB NO. A> P Z. T M P5 R !,I OE- 45q- e3" c� AAts f-Ci( U ( Q t cti�c , C,i.) ' , L 7 4 0-07 lJ c7 , ©-fit✓ i�t n� �;( au ea. 6Aae4 a.c,6eu.A44 11 " KA/ f) Ct L.I)M .�. r, e t0 c- V F /0,v{ 1 ftA4-1; ke.k coh.k) a( 640 2 �(, 24' krt = a,0" OF C)AA ((42 C. ? ./) ( bjQc, cv.ecv. ic( t , {e- • c &;k -tAt f 4itio ; V\,;i1,oc.o fir' uJt u�� `t' 2�v) c�cr. � ] c 412:( U &pad 1 aJwai d c 'wt rv, `r 2.- ;` ) a, ��J 'fit�t ?•I / A i"C4M} +( • .r t LT� ► �� , e4e- ,0{ e r ( c 0 (4.0 r .L)L'i wit. 0.00 c,e Ct,fi C . itvuto c p)t s ` ,P ()Lv4/ OA cL. V PAC- TEcH Engineers / Planners / Surveyors 2601 S. 35th - Suite 200 / Tacoma, WA 98409 / 473.4491 Seattle 623-5736 / Gig Harbor 851 -3033 6100 Southcenter Blvd. - Suite 100 / Seattle, WA 98188 / 243.7112 3721 Kitsap Way - Suite 4 / Bremerton, WA 98312 / 377 -2053 SAC, 2 i I h 4 1 4 4 * a .9-Not. I 4 ee. o • ne) . S� b� pays� r syk o 9 414 4 7k- ` 1 ?j 0 % S c.c 'r h r hip re-c FOR: JOB NO. 4AqU la TAM PEA I,I E 5o4 UlLT)1 to EX[ At`i iot"' PAGE PREPARED BY: CHECKED BY: otki 6L44,144(A) ?IAA') p ✓ cw f. 0z cr0 P 1 c 1 GCS.' d; • oUrfwuD Nbduro, �rer G � -�a t9 abet (��{r... ( C <(C& DATE: Z/2 SCALE: 0/ OF PREPARED BY: CHECKED BY: DATEZ/ $1 t7 SCALE: 0/ PAGE C-TErH Engineers / Planner / Surveyor 2601 S. 35th - Suite 200 / Tacoma, WA 98409 / 473 -4491 Seattle 623 -5736 / Gig Harbor 851 -3033 6100 Southcenter Blvd - Suite 100 / Seattle, WA 98188 / 243 -7112 3721 Kitsap Way - Suite 4 / Bremerton, WA 98312 / 377 -2053 FOR: JOB NO. 1JG 1013 OF 3 6 - 9 12 15 Tine in Hours Hyd No. :. 1 CE.4( Rate: 0.63 cfs Vol : 0.31 Ac -ft Hyd No. : 12 ( 4 .) 'Rate: 0.60 cfs Vol : 0.50 Ac-ft Time: Int: Time: Int: Hyd,No. Nyd No. 12 Hyd No.: 2 ( e* Rate: 1.17 cfs Vol : 0.54 Ac -ft Hyd No.: 13 ( 9 e4.) Rate: 1.00.cfs Vo1 : 0.75 Ac -ft 3/26/90 PAC lc:CH Engineering, Inc. - Tukwila HARTUNG TEMPERL I NE BUILDING EXPANSION STORM DRAIN ANALYSIS Job No. 50454, J.B. 'DESCRIPTION 2yr W /OUT 30% lOyr W /OUT 307. 2yr W /30% 10yr W/30% .100yr W /307.. DESCRIPTION C2yr W /OUT 30% C 10yr W /OUT 30% C2yr W /30% ClOyr W /30% C100yr W /30% C C C ] 3 3 3 3 SEND OUTPUT LEVEL POOL TABLE SUMMARY C C C C C C C C C TO: MATCH INFLOW ST DI <- PEAK - >4'( STORAGE > (cfs) (cfs) id id < --STAGE>• id VOL ( LEVEL POOL ROUTING INSTRUCTIONS PRE INFLO STG .HYD # HYD 4 STOR ID 3 C 1] ] C 1] 3 C 2] 3 C 2] 3 C 23 ] C ] 3 C 3 ] C 3 3 C 3 ] ] ] C3 3 C4 3 C3 3 C4 ] (10 ] C ] C 3 C ] C ' ] C CLPT1 3 F6: CLEAR F10: EXIT 0.00 1.3S 1 3 0. 00 2 . C) 1 1 0.00 1.35 2 .35 � 3 0 2.01 �: 3 r 2 3 0.00 � . 8y 2 .:, STG DIS ID C .33 C 3] C 3] C 33 C 3] C ] C ] C ] C ] C ] page r, 29 5 23.571 6 " 10 7 23.08 8 X3.'33 11 go (..) 3941.84 6082.77 45'95.68 6874.31 7923.81 OUTFL HYD # j C 5] C 63 C 73 C .8] C 11] C ] C ] C ]. C ] C ] SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfall distribution, 24 -hour storm duration. LAND USE DESCRIPTION CURVE NUMBERS BY HYDROLOGIC SOIL GROUP A B C - 1r Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed 42 64 76 Wood or forest land: young second growth or brush 55 72 81 s Orchard: with cover crop 81 88 92 Open spaces, lawns, parks, golf courses, cemeteries, —landscaping , condition: grass cover on 75% C4i 4 or more of the area .Lc p 1 68 80 86 77 85 90 90 92 fair condition: grass cover on` - to 75% of the area Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 s§ Open water bodies: lakes, wetlands, ponds, Mc. 100 100 100 Single FamNy Residential (2) Dwelling Unit /Gross Acre S Impervious (3) 1.0 DU /GA 15 Separate curve number 1.5 DU /GA 20 shall be selected 2.0 DU /GA 25 for pervious and 2.5. DU /GA 30 impervious portion 3.0 DU /GA 34 of the site or basin 3.5 DU /GA 38 4.0 DU /GA 42 4.5 DU /GA 46 5.0 DU /GA 48 5.5 DU /GA 50 6.0 DU /GA 52 6.5 DU /GA 54 7.0 DU /GA 56 Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and industrial areas. KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (1) For a more detailed description d. agricultural land use curve numbers refer to National Engineer Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street /storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. 3.5.2.3 3/23/90 ` PAL (ECH Engineering, Inc. - T�..wila HARTUNG TEMPERLINE BUILDING EXPANSION STORM:DRAIN ANALYSIS Job No. 50454, J.B. BASIN ID: DEV6 SCS METHODOLOGY TOTAL AREA • RAINFALL TYPE PRECIPITATION • TIME INTERVAL TIME OF CONC • ABSTPACTION COEFF: BASIN ID: EX1 SBUH METHODOLOGY TOTAL AREA • RAINFALL TYPE PRECIPITATION TIME INTERVAL TIME OF CONC ABSTRACTION COEFF: TcReach - Sheet TcReach - Shallow PEAK RATE: 0.63 BASIN ID: EX2 SBUH METHODOLOGY TOTAL AREA • RAINFALL TYPE PRECIPITATION • TIME INTERVAL TIME OF CONC • ABSTRACTION COEFF: NAME: DEV SITE BYPASS 10yr BASEFLOWS: 0.00 PERVIOUS AREA AREA..: 0.00 CN • 90.00 IMPERVIOUS AREA AREA..: 0.08 CN....: 98.00 0.()2 Ac-ft TIME: 480 0.08 Acres TYPE1A 2.90 inches 10.00 min 5.00 min 0.20 PEAK RATE: 0.05 cfs VOL: NAME: EXIST. 3.40 Acres TYPE1A 2.00 inches 10.00 min 22.63 min 0.20 L: 300.00 L: 385.00 cfs VOL: NAME: EXIST SITE 10yr 3.40 Acres TYPE1A 2.90 inches 10.00 min 22.63 min 0.20 TcReach - Sheet L: 300.00 TcReach - Shallow L: 385.00 PEAK RATE: 1.17 cfs VOL: BASIN SUMMARY SITE 2yr. cfs Acres Acres min BASEFLOWS: 0°00 cfs PERVIOUS AREA AREA..: 3.40 Acres CN • 90.00 IMPERVIOUS AREA AREA..: 0.()0 Acres CN • 98.00 ns:0.0500 p2yr: 2.00 s:0.0130 ks:13"00 s:0.0039 0.31 Ac-ft TIME: 480 min • BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA..: 3.40 Acres CN • 90.00 IMPERVIOUS AREA AREA..: 0.00 Acres CN • 98.00 ns:0.0500 p2yr: 2.00 s:0.0130 ksw13.00 s:0.0039 0.54 Ac-ft TIME: 4E30 min page 5 `-- 3/23/90 PAC-._CH Engineering, Inc. - Tu�xIa HARTUNG TEMPERL%NE BUILDING EXPANSION STORM DRAIN ANALYSIS Job No. 50454, J.B. BASIN ID: DEV3 SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION pREC TIME INTERVAL TIME OF CONC ABSTRACTION COEFF: PEAK RATE: 2.82 cfs VOL: BASIN ID: DEV4 SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL TIME OF CONC ^ ABSTRACTION COEFF: PEAK RATE: 2.38 cfs VOL: BASIN ID: DEV5 SBUH METHODOLOGY TOTAL AREA • RAINFALL TYPE • PRECIPITATION • TIME INTERVAL TIME OF CONC ABSTRACTION COEFF: BASIN SUMMARY NAME: DEV. 3.32 Acres TYPE1A 4.00 inches 10.00 min 4.00 min 0.20 3.32 Acres TYPE1A 3.40 inches 10.00 min 4.00 min 0.20 0.08 Acres TYPE1A 2.00 inches 10.00 min 1.00 min 0.20 PEAK RATE: 0.03 cfs VOL: 0.01 SITE 100yr BASEFLOWS: 0.00 PERVIOUS AREA AREA..: 0.07 CN • 90.00 IMPERVIOUS AREA AREA..: 3.25 CN • 98.00 1.04 Ac-ft TIME: 470 min NAME: DEV SITE 25YR BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA..: 0.07 Acres CN • 90.00 IMPERVIOUS AREA AREA..: 3.25 Acres CN • 98.00 0.87 Ac-ft TIME: 470 pin NAME: DEV SITE BYPASS 2Yr BASEFLOWS: 0.00 PERVIOUS AREA AREA..: 0.00 CN • 90.00 IMPERVIOUS AREA AREA..: 0.08 CN • 98.00 Ac-ft TIME: 470 cfs Acres Acres cfs Acres Acres min page 4 �....F101<ey: QUIT PAC -TECH Engineers / Planners / Surveyors 2601 S. 35th - Suite 200 / Tacoma, WA 98409 / 473 -4491 Seattle 623.5736 / Gig Harbor 851-3033 6100 Southcenter Blvd. - Suite 100 / Seattle, WA 98 188 / 243.7112 3721 Kitsap Way - Suite 4 / Bremerton, WA 98312 / 377 -2053 44 -.) o + © Gau frti 1)k ic r a -el-) fits `b . ere GeGU h-e.., • REACH 1 CSHEET]CSHALLOW]CCHANNEL] REACH 2 [SHEET] C SHALLOW ] C CHANNEL ] _REACH 3 [SHEET][SHALLOW][CHANNEL] ;REACH 4 CSHEET]CSHALLOW]CCHANNEL] !REACH 5 CSHEET]CSHALLOW]CCHANNEL] Tc, sum of travel times (min)...: TIME OF C:ONC WORKSHEET <- - - -Tc Reach Type - - - -> Tt(min) PREPARED BY: CHECKED BY: DATE: Z j01 vo SCALE: p /X} PAGE FOR: JOB NO. HAM1•16 � - MP��t,��E- 504 BU11,91►3 Xt' AL)�IO►J 0.00 0.00 0.00 0.00 0.00 0.00 F5Key: CLEAR SHEET FLOW CALCULATOR - INITIAL 300 FEET Mannings Sheet Flow 0.0000 --:Flow Length (ft) 0.00 yr 24 hr rainfall (in): 0.00 :Land Slope (ft /ft) 0.0000 COMPUTED TRAVEL TIME (min): TYPICAL MANNINGS VALUES FOR INITIAL 300 FT Smooth Surfaces • 0.011 Fallow Fields of Loose Soil Surface • 0.05 Cultivated Soil with residue cover (s =0.2 ft /ft): 0.O6 Cultivated Sail with residue cover (s>0.2 ft /ft).: 0.17 Short prairie grass and lawns • n 15 Dense grasses • 0 24 Bermuda grass • 0.41 Range (natural) • 0.13 Woods or forest with light underbrush • 0.40 Woods or forest with dense underbrush • r, 80 OF PREPARED BY: CHECKED BY: DATE: 2,/"M/90 SCALE: 1,..4{.1. PAGE Engineers / Planners / Surveyors 2601 S. 35th - Suite 200 / Tacoma, WA 98409 / 473.4491 Seattle 623 -5736 / Gig Harbor 851 -3033 6100 Southcenter BMI - Suite 100 / Seattle, WA 98188 / 243 -7112 3721 Kitsap Way - Suite 4 / Bremerton, WA 98312 / 377 -2053 PAC- TE'!H .Flow Length (ft)...: 'Land Slope (ft /ft).: -,Kc, Velocity Factor: COMPUTED TRAVEL TIME (min): TYPICAL VELOCITY FACTOR VALUES - R=0.1 ' :Forest with heavy ground litter and meadows (n= 0.10).: 3 -18rushy ground with some trees (n= 0.060) • 5 - -Fallow or minimum tillage cultivation (n =0.04) 8 Hig • h grass (n= 0.035) 9 'Short grass, pasture and lawns (n= 0.030) • 11 (Nearly bare ground (n =0.025) 13 Paved and gravel areas (n= 0.012) 27 F10Key: QUIT F5Key: CLEAR .Flow Length (ft)...: Land Slope (ft /ft).: Kc, Velocity Factor: SHALLOW CONCENTRATED FLOW CALCULATOR 0.00 0.0000 0.0 CHANNEL FLOW CALCULATOR 0.00 0.0000 0.0 FOR: + JOB NO. H AtzTUF d1 - 1 - ElAnzt -106, 6 t�,v l►. PA v COMPUTED TRAVEL TIME (min): TYPICAL • VELOCITY FACTOR VALUES I Intermittent Flow - R =0.2 Forested swale w/ heavy ground litter (n =0.10) • 5 Forested drainage course /ravine w/ defined channel bed (n= 0.50): 10 Rock -lined (n= 0.035)...: 15 Grassed (n= 0.030)...: 17 Earth-lined (n= 0.025) ..: 20 CMP pipe (n= 0.024)..: 21 Concrete pipe (n= 0.012): 42 other • 0.508/n Continc'us Flow - R =0.4 Meandering stream w/ some pools (n= 0.040) • 20 Rock -lined stream (n= 0.035) • 23 ,Grassed -lined stream (n= 0.030) • 27 Other streams, man -made channels and pipe • 0.807/n OF PREPARED BY: CHECKED BY: DATE Zf p 110 SCALE: -�( .17>T 100 GALw 1, T10tt »' `,) . fie/ ra � 5 - 1ornie, sWe .✓ bac :r. )p ttt.e" \ O J r •)2% G a p * , ?a for. ,) i, = 4 30' 1% ( vI/ o PAC- TECq Engineers / Planners / Surveyors 2601 S. 35th - Suite 200 / Tacoma, WA 98409 / 473 -4491 Seattle 623 -5736 / Gig Harbor 851 -3033 6100 Southcenter Blvd. - Suite 100 / Seattle, WA 98188 / 243 -7112 3721 Kitsap Way - Suite 4 / Bremerton, WA 98312 / 377 -2053 2210 4257 FOR: �A .11J I . •Vol. 4•Ot • 12 "d7 C.9). ��''4h(� c-H �- ') JOB NO. L.A 11..91. Ca k P:4 i-D c 7I OS3 PAGE OF Vo(, v 1 C. 3 ) \o(3 C 4 Vol. / 66, C ) �� Vd - � � Cat) Vol C ) isS 29'15 2J l2 --1 et .44 -4-1 o UN 2, 5 �✓ Llt- n 5 - 1 921g'- W 1128 07 . 4-8 7 1°) l4- 1/2.?? . 65& _! 2 PREPARED BY: CHECKED BY: DATE Zf p 110 SCALE: -�( .17>T 100 GALw 1, T10tt »' `,) . fie/ ra � 5 - 1ornie, sWe .✓ bac :r. )p ttt.e" \ O J r •)2% G a p * , ?a for. ,) i, = 4 30' 1% ( vI/ o PAC- TECq Engineers / Planners / Surveyors 2601 S. 35th - Suite 200 / Tacoma, WA 98409 / 473 -4491 Seattle 623 -5736 / Gig Harbor 851 -3033 6100 Southcenter Blvd. - Suite 100 / Seattle, WA 98188 / 243 -7112 3721 Kitsap Way - Suite 4 / Bremerton, WA 98312 / 377 -2053 2210 4257 FOR: �A .11J I . •Vol. 4•Ot • 12 "d7 C.9). ��''4h(� c-H �- ') JOB NO. L.A 11..91. Ca k P:4 i-D c 7I OS3 PAGE OF 12 - reP'fio 644UCAL xT1 or-i ..0 (. -s) a / n ray, Cceru*:) %r p !ow. , tev pro pO eJ.eta p e 0M , s;c‘.(e /, er, aye ,{ m . A - 14.1. z p : ; yy\am Lii4LiU S ' ttiexaiv ft. &ea'o. Proj u)j 5cAle Faci.of 22 PAC- TEP'H Engineers / Planners / Surveyors 2601 S. 35th - Suite 2001 Tacoma, WA 98409 / 473 -4491 Seattle 623-57361 Gig Harbor 851 -3033 6100 Southcenter Blvd. - Suite 100 / Seattle, WA 981881243 -7112 3721 Kitsap Way - Suite 41 Bremerton, WA 983121 377 -2053 I -e- FOR: f3W 7n► D r—XPAl tot3 PREPARED BY: DATE: 000 CHECKED BY: SCALE: (off" x 4- e.s 7 F1?E e(' t . bur ve, U-)-e L . U d +� <� ••& ta�e<A a 0'0 1 .e 0- ' C JOB NO. 6046 OF o Iv��l�adedl PREPARED BY: CHECKED BY: DATE: 2(p(f O,p SCALE: PAGE 4- PAC- TErH Engineers / Planners / Surveyors 2601 S. 35th - Suite 200 / Tacoma, WA 98409 / 473-4491 Seattle 623-5736 / Gig Harbor 851-3033 6100 Southcenter Blvd. - Suite 100 / Seattle, WA 98 188 / 243 -7112 3721 Kitsap Way - Suite 4 / Bremerton, WA 98312 / 377 -2053 PET e-0TIOlD dAuc,L K,a-floo S Cub -i2* �..,9e /Frcc s (cot FOR: JOB NO. �,A U i3 fr — EMPERL i 504 13u1[,96-3/A Exmosiot OF RAC-( 'CH Engineering, Inc. Tu ila HARTUNG TEMPER'LINE BUILDING EXPANSION STORM DRAIN ANALYSIS Job No. 50454, • J.H. 3/26/90 STORAGE LIST ID Nco, 1 Description: PROP. DET. W /OUT 30% STORAGE STRUCTURE LIST STORAGE LIST ID No. 2 12eA el W Description: PROP. DET. W/ 3c :0% :0L40:vv CUSTOM STG- -STO LIST. STORAGE STRUCTURE ID: 1 NAME: PROF'. DET. W /OUT 30% iINCREMENT: 1.00 STAGE STORAGE STAGE STORAGE 1: 20.50 0.00 6: 0.00 0.00 2: 21.50 2302.00 7: 0.00 0.00 3: 22.50 4390.00 8: 0.00 0. CC) 4: 23.58 6120.00 9: 0.00 0.00 5: 24.00 6139.00 10: 0.00 0.00 CUSTOM STG- STO.LIST STORAGE STRUCTURE ID: 2 NAME: PROP. DET. W/ 30% INCREMENT: 1.00 STAGE 1: 20.50 2: 21.50 3: 22.50 4: 23.58 5: 24.00 STORAGE 0.00 2978.00 5677.00 7914.00 7933.00 6: 7: 8: 9: 10: STAGE 0.00 0.00 0.00 0.00 0.00 STORAGE 0.00 0.00 0.00 0.00 0.00 page 3/26/90 PAC -TECH 'Engineering, Inc. Tukwila HARTUNG'TEMF'ER'LINE BUILDING EXPANSION STORM DRAIN ANALYSIS . Jc'b ' Nc'. 50454, J.H. CUSTOM STORAGE ID No. 1, Description: PROP. DET. W /OUT 30% STAGE (---STORAGE--> (ft) -- -cf --- -- Ac -Ft- 20.50 0.0000 0.0000 21.00 1151 0.0264 STAGE (----STORAGE----) STAGE <-- -- STORAGE-- - -> STAGE (----STORAGE----) (ft) -- -cf - -- -- Ac-Ft- (ft) -- -cf - -- - -Ac -Ft- (ft) -- -cf - -- -- Ac -Ft- STAGE STORAGE TABLE ("V r'c,; j G r:' I -;17. i A- i 22.00 3346 0.0768 24.00 6139 0.1409 24.00 6139 0.1409 23.00 5191 0.1192 PAC-TECH Engineering, Inc. - Tukwila HARTUNG TEMPERLINE BUILDING EXPANSION STORM DRAIN. ANALYSIS Job No. 50454, J.H. 3/26/90 CUSTOM STORAGE Description: PROP. STAGE ( - - -- STORAGE - - - - > (ft) -- -cf - -- -- Ac -Ft- 20.50 0.0000 0.0000 21.00 1489 0.0342 STAGE STORAGE TABLE 601.Ac7 -rf., ID No. 2 DET. W/ . 307. STAGE <---- STORAGE - - - -> (ft) -- -cf --- -- Ac-Ft- 22.00 4327 0.0993 23.00 6713 0.1541 STAGE (- ---STORAGE - - - -> (ft) -- -cf - -- -- Ac -Ft- 24.00 7933 0.1821 STAGE (- STORAGE-- - -> (ft) -- -cf - -- "Ac-Ft- : 24.00 7933 0.1821 page ' 3/26/90 PAC -TECH Engineering, Inc. - Tukwila HARTUNG TEMPERLINE BUILDING EXPANSION STORM DRAIN ANALYSIS Jub Nco. 50454, J.B. MULTIPLE ORIFICE ID No. i Description: PROPOSED DETENTION SYSTEM Outlet Elev: 20.50 Elev: 18.50 ft Orifice Diameter: 3.4000 in. Elev: 22.00 ft . Orifice 2 Diameter: 3.4000 in. RISER D I SC:HARGE Description: Riser Diameter (in): Weir Coefficient...: Orif Coefficient...: DISCHARGE STRUCTURE LIST ID No. 2 18.00 3.782 9.739 elev: height: increm: COMBINATION DISCHARGE .ID No. 3 Description: PROP. OUTLET W/ RISER Structure: 1 Structure:. 0 Structure: 2 Structure: 0 Structure: 0 r page 23.58 ft 25.50 ft 0.10 ft PAC -TECH Engineering, Inc. Tukwila HARTUNG TEMPERLINE BUILDING EXPANSION STORM DRAIN ANALYSIS Job No. 5045 J.H. 3/6/94 STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No. 1 Descripticm:.PROPOSED DETENTION SYSTEM Outlet El ev: 20.50 Elev: 18.50 ft Orifice Diameter: 3.4000 in. E1ev: 22.40 ft Orifice 2 Diameter: 3.4000 in. STAGE (-DISCHARGE-) STAGE (-- DISCHARGE - - -) STAGE (- -DISCHARGE - - -) STAGE <-- DISCHARGE - - -> (ft) - - -cfs (ft) -- -cfs (ft) - - -cfs (ft) - - -cfs 20.50 0.0000 22.70 0.7278 24.90 1.1922 20.60 0.0992 22.80 0.7563 25.00 1.2088 20.70 0.1403 22.90 0.7836 25.10 1.2252 20.80 0.1718 23.00 0.8097 25.20 1.2413 20.90 0.1984 23.10 0.8348 25.30 1.2572 21.00 0.2218 23.20 0.8591 25.40 1.2729 21.10 0.2430 23.30 0.8826 25.50 1.2883 21.20 0.2625 23.40 0.9054 25.60 1.3037 21.30 0.2806 23.50 0.9276 25.70 1.3188 21.40 0.2976 23.60 0.9491 25.80 1.3337 21.50 0.3137 23.70 0.9702 25.90. 1.3485 21.60 0.3290 23.80 0.9907 26.00 1.3631 21.10 0.3436 23.90 1.0109 26.10 1.3776 21.80 0.3577 24.00 1.0305 26.20 1.3919 21.90 0.3712 24.10 1.0498 26.30 1.4060 22.00 0.3842 24.20 1.0687 26.40 1.4200 22.10 0.4960 24.30 1.0873 26.50 1.4339 22.20 0.5493 24.40 1.1055 26.60 1.4476 22.30 0.5927 24.50 1.1234 26.70 1.4612 22.40 0.6308 24.60 1.1410 26.80 1.4747 22.50 0.6655 24.70 1.1584 26.90 1.4880 22.60 0.6976 24.80 1.1754 27.00 1.5013 27.10 1.5144 27.20 1.5274 27.30 1.5402 27.40 1.5530 27.50 1.5657 27.60 1.5782 27.70 1.5907 27.80 1.6031 27.90 1.6154 28.00 1.6275 28.10 1.6396 28.20 1.6516 28.30 1.6635 28.40 1.6753 28.50 1.6871 28.60 1.6987 28.70 1.7103 28.80 1.7218 28.90 1.7332 29.00 1.7446 page. 3/26/90 PAC-TECH Engineering, Inc. - Tukwila HARTUNG TEMPERLINE BUILDING EXPANSION STORM DRAIN ANALYSIS Job No. 50454, J.B. RISEF: DISCHARGE Description: Riser Diameter (in): 18.00 Weir Coefficient...: 3.782 Orif Coefficient...: 9.739 STAGE (-DISCHARGE-- (ft) - --cfs gams 23.58 0.0000 23.60 0.0413 23.70 0.6073 23.80 1.5074 23,90 2.6444 24.00 3.9763 (ft) -- -cfs se 24.10 24.20 24.30 24.40 24.50 24.60 5.4779 6.7004 7.2206 7.7057 8.1620 8.5942 STAGE D I SC:HARGE TABLE sa -sa ID Nu. elev: height: increm: 24.80 9.3990 24.90 9.7767 25.00 10.140 25.10 10.491 25.20. 10.831 `3.58 ,f t 25.50 ft 0.10 ft STAGE (-- DISCHARGE - --> STAGE <-- DISCHARGE - - -> STAGE <-- DISCHARGE -- -> (ft) - - -cfs . (ft) -- -cfs asssasasssassssaaassaassasaasa asasse 24.70 9.0056 25.30 11.160 25.40 11.480 25.50 11.791 25.50 11.791 3/26/90 PAC-TECH Engineering, Inc. - Tukwila HARTUNG TEMPERLINE BUILDING EXPANSION STORM DRAIN ANALYSIS Job No. 50454, J.H. COMBINATION DISCHARGE ID Na. Description: PROP. OUTLET W/ RISER Structure: 1 ' Structure: 0 Structure: 2 Structure: 0 Structure: U STAGE DISCHARGE TABLE STAGE < -DISCHARGE - - -> STAGE (-DISCHARGE-) STAGE (-DISCHARGE-- > STAGE (-DISCHARGE-) (ft) ---cfs (ft) - --cfs (it) ---cls (ft) ---cis 20.50 0.0000 22.70 0.7278 24.90 10.969 20.60 0.0992 22.80 0.7563 25.00 11.349 20.10 0.1403 22.90 0.7836 25.10 11.716 20.80 0.1718 23.00 0.8097 25.20 12.072 20.90 0.1984 23.10 0.8348 25.30 12.417 21.00 0.2218 23.20 0.8591 25.40 12.753 21.10 0.2430 23.30 0.8826 25.50 13.079 21.20 0.2625 23.40 0.9054 25.60 13.398 21.30 0.2806 23.50 0.9276 25.70 13.709 21.40 0.2976 23.60 0.9905 25.80 14.013 21.50 0.3137 23.70 1.5775 25.90 14,310 21.60 0.3290 23.80 2.4982 26.00 14.601 21.70 0.3436 23.90 3.6553 26.10 14.886 21.80 0.3577 24.00 5.0068 26.20 15.166 21.90 0.3712 24.10 6.5277 26.30 15.440 22.00 0.3842 24.20 7.7691 26.40 15.710 22.10 0.4960 24.30 8.3078 26.50 15.975 22.20 0.5493 24.40 8.8112 26.60 16.236 22.30 0.5927 24.50 9.2854 26.70 16.492 22.40 0.6308 24.60 9.7352 26.80 16.744 22.50 0.6655 24.70 10.164 26.90 16.993 22.60 0.6976 24.80 10.574 27.00 17.238 __ =_ 27.10 17.490 27.20 17.718 27.30 17.953 27.40 18.185 27.50 18.414 27.60 18.640 27.70 18.863 27.80 19.084 27.90 19.302 28.00 19.518 28.10 19.731 28.20 19.942 28.30 20.151 28.40 20.358 28.50 20.562 28.60 20.165 28.70 20.965 28.80 21.164 28.90 21.361 29.00 21.555 page • 3/26/90) PAC -TECH Engineering, Inc. - Tukw.ila HARTUNG TEMPERLINE BUILDING EXPANSION. STORM DRAIN ANALYSIS Job No. 50454, J. B. STORAGE LIST ID No. 1 Description: PROP. DET. W /OUT 30% ROUTIN'3 REPORT COMBINATION DISCHARGE I D N':. 3 Description: PROP. OUTLET W/ RISER Structure: 1 Structure: 0 Structure: 2 Structure: 0 Structure: C0 : : :: :C :CC:::: :: :: :C :::: :: :: page ROUTING CURVE STAGE STORAGE OUTFLOW 0 +25 STAGE STORAGE OUTFLOW 0 +25 STAGE STORAGE OUTFLOW 0 +25 (ft) (cf) (cfs) cfs -sin (ft) (cf) (cfs) cfs-sin (ft) (cf) (cfs) cfs -yin 20.50 0.0000 0.0000 0.0000 21.80 2928 0.3577 10.119 23.10 5351 0.8348 18.672 20.60 230.20 0.0992 0.8665 21.90 3137 0.3712 10.829 23.20 5511 0.8591 19.230 20.70 460.40 0.1403 1.6750 22.00 3346 0.3842 11.538 23.30 5671 0.8826 19.788 20.80 690.60 0.1718 2.4738 22.10 3555 0.4960 12.345 23.40 5832 0.9054 20.344 20.90 920.80 0.1984 3.2677 22.20 3764 0.5493 13.095 23.50 5992 0.9276 20.900 21.00 1151 0.2218 4.0585 22.30 3972 0.5927 13.834 23.60 6121 0.9905 21.393 21.10 1381 0.2430 4.8470 22.40 4181 0.6308 14.568 23.70 6125 1.5775 21,996 21.20 1611 0.2625 5.6338 22.50 4390 0.6655 15.299 23.80 6130 2.4982 22.931 21.30 1842 0.2806 6.4193 22.60 4550 0.6976 15.865 23.90 6134 3.6553 24.104 21.40 2072 0.2976 7.2036 22.70 4710 0.7278 16.429 24.00 6139 5.0068 25.470 21.50 2302 0.3137 7.9870 22.80 4871 0.7563 16.992 21.60 2511 0.3290 8.6983 22.90 5031 0.7836 17.553 21.70 2720 0.3436 9.4090 23.00 5191 0.8097 18.113 PREPARED BY: CHECKED BY: DATE: SCAL lil PAGE t. • 4 PAC-TEr,H • Engineers / Planners / Surveyors 2601 S. 35th - Suite 200 / Tacoma, WA 98409 / 473-4491 Seattle 623.5736 / Gig Harbor 851-3033 6100 Southcenter 8Wd. - Suite 100 / Seattle, WA 98188 / 243-7112 3721 Kitsa,o Way - Suite 4 / Bremerton, WA 98312 / 377-2053 CoiN LE. CA 1, cA UATkoi-Y ere. rex w&' tc) e t * r)� cv•reorc- tAPslo ,A cet,p,e cuu)..a>EL CIO a 0 T\N 'k g t.-c'& r c,a).,6 100r/2-4 Vtit • : *e,k) 1 54At; ; I 1 • : I .•, t 5 5 1 5 • 5 „ ' ; 1 ' I. I . I 4 t 5 , • . 5. .. 1 • i . ' • 1 1 • I : 5 5 1 5 1 • 1 5 1 I 1 ' 1 ; 5 • ••• • • • • • ••• • • • • • ••••■ • • %. •••• • • • • • .• •• • • avte: a 25 perv. iticeet (40 coo •rePe. .0 01 • FOR: HAgTO IX-2 'f-IAPEE.t,11 ??Litt,mtik )(FAO Per vi Ara. (&) GO 0 ; •0 • 04- 0.03 K. A (C( &4e) OV • • ....! p 5 o •••••55■55. 1/5111■5•150401 o 41.' o • tee' JOB NO. 9.4tro4- OF MC- TErH Engineers / Planners / Surveyors 2601 S. 35th - Suite 200 / Tacoma, WA 98409 / 473.4491 Seattle 623-5736 I Gig Harbor 851 -3033 6100 Southcenter Bhd. - Suite 100 / Seattle, WA 98188 / 243 -7112 3721 Kitsap Way - Suite 4 / Bremerton, WA 98312 / 377 -2053 Cm) �-=I APcF., toP C , �-i'G -us c- f c ec( c- , u.dQ a cL �c�c il c)( S d LOCnr 0 .01&.(.4 a ,e.,(' t ekto ( t).; C r fleytx 0e Akeim e (5/ AketAzr(o(rbcd ► , otA-c �,wJ ..< C€ iut �b l o t,.t t o 4.A" j . ., A�t►.� so v titr4 y c7e e s , 04,5?)t,i)(;& c,e-riteeco-vt_a ± c� ;....•t,cr,�,c 5 ; amt f ct ) ci.t (,..= 1 r? - c .6 a az'o eitk . Akk..e '. e7e'(.. _.:4,Vt47 M u r-e.o .,t✓tv .. d) ecrvr i(-eGIA/t) +kW) . 0()te-(4., e-t4.4 C.? ( k-f-tAry 4' • eA)v Otcw to' a p `fi - tom da,t .A.- \.(\ Pc( titm6U--r i oft- ~ ao -i . l FOR: JOB NO. 1-k P[ Tevivel2I.o - • 5o4$ t3UI1-1) I i3 q XPA P PAGE PREPARED BY: CHECKED BY: ` 1 720 --1-eAko ,..QA;(7)-eo( • 4.4x e-Csit.... c0a444) .4F DATE: SCALE: 01 � \ 4 e, , o o ..P.c it cam( ,r eD f9 Gct ±61(1..) OF . ..� . 4,4 C etAAVe `1i ( , 0 • PAC-TECH Engineering, Inc. - TH .wi l a HAF NG TEMPERL I NE: BUILDING E)( .VS I ON 4STORM DRAIN ANALYSIS Job No. 50454, J.H. CBI CB3 CB1 CB4 CB3 CBS CB4 CB6 CBS CB7 CB6 CB8 CB7 CB9 CBB 3/26/'90 N !� REACH ( -AREA> (FROM) < -TO-> (-DIA> LENGTH SLOPE ( n > DSGN 0 X PIPE Ndepth XDepth Vact Vfull ID (Ac) (ft) (ft) ft /ft (cfs) (ft) (fps) (fps) R7 0.57 CB9 CB8 0.67 R6 0,91 CBS CB7 0.67 R5 0.91 CB7 CB6 0.67 R4 1,59 CB6 CB5 1.00 R3 1.85 CB5 CB4 1.00 R2 2.17 CB4 CB3 1.25 RI 2,55 CB3 CBI 1.25 FROM TO Rie El Dia (ft) (ft) 24.00 1.25 0.0120 72.00 24.90 1.25 0.0120 160.00 25.10 1.00 0.0120 92.00 25.05 1.00 0.0120 124.00 25.32 0.67 0,0120 98.00 26,20 0.67 0.0120 90.00 26.80 0.67 0.0120 82.00 REA rj) CH < -AREA> (FROM> < -TO -> ( -DIA> LENGTH SLOPE ( n > DS6N O X PIPE Ndepth XDepth Vact Vfull ID (Ac) (ft) (ft) ft /ft (cfs) (ft) (fps) (fps) R8 CB11 C82 1.00 64.00 0.0031 0.0120 X14 FROM TO Rim El Dia n Length Flow Vel ( LOSSES > NS El Reach (ft) (ft) (ft) (cfs) (fps) MHole Head Bend JN Pipe (ft) Id Error in water surface elevation, check data REACH SUMMARY 82.00 0.0073 0.0120 90.00 0.0100 0.0120 98.00 0.0142 0.0120 124.00 0.0020 0.0120 92.00 0.0020 0.0120 160.00 0.0020 0.0120 72.00 0.0022 0,0120 PIPE REAC :H ID No. From: C :B3 To: CB1 Pipe Diameter: 1.25 ft Pipe Length : 72.00 ft Up invert 20.66 ft Collection Area: Design Flaw Pipe Capacity : Design Vel Pipe Full Vel : n Length Flow Vel ( LOSSES > NS El Reach (ft) (cfs) (fps) MHole Mead Bend JN Pipe (ft) Id 23.92 2.31 1.88 0.02 0.02 0.01 0.00 0.08 24.04 RI 1.96 1.60 0.01 -0.03 0.01 0.00 0.13 24.16 R2 1.67 2.12 0.02 0.02 0.01 0.00 0.17 24.38 R3 1.43 1.82 0.02 -0.04 0.01 0.00 0.17 24.53 R4 0.83 2.37 0.03 0.00 0.01 0.00 0.39 24.96 R5 0.83 2.37 0.03 0.05 0.01 0.00 0.36 25.41 R6 0.52 1.49 0.01 0.00 0.00 0.00 0.13 25.55 R7 R1 2.55 Ac. 2.31 cfs 3.31 cfs 2.92 fps 2.70 fps 0.52 46.29 0.32 47.80 3,15 3.22 0.83 63.02 0.38 57.58 3.98 3.76 0.83 52.92 0.34 51.71 4.54 4.48 1.43 82.32 0.69 69.11 2.47 2.21 1.67 97.49 0.80 79.18 2.48 2.18 1.96 62.53 0.72 57.29 2.70 2.56 2,31 69.85 0.77 61.56 2.92 2.70 n: 0.0120 s: 0.0022 dawn invert: Dsgn Depth: Travel Time: 20.50 ft 0.77 ft 0.41 min page 1 . / PA( PA� 1ECH Engineering, Inc. - 7. .wila HARTUNG TEMPERLINE BUILDING EXPANSION . STORM DRAIN ANALYSIS Job No. 50454, J.B. 3/23/g0 BASIN ID: CB4 SCS METHODOLOGY TOTAL AREA • RAINFALL TYPE PRECIPITATION TIME INTERVAL TIME OF CONC ABSTRACTION COEFF: NAME: 0.32 Acres TYPE1A 4.00 inches 10.00 min 5.00 min 0.20 TcReach - Channel L: 100.00 PEAK RATE: 0.29 cfs VOL: BASIN ID: CBS SCS METHODOLOGY TOTAL AREA • RAINFALL TYPE PRECIPITATION TIME INTERVAL TIME OF CONC ABSTRACTION COEFF: PEAK RATE: 0.24 cfs BASIN ID: CB8 SCS METHODOLOGY TOTAL AREA • RAINFALL TYPE PRECIPITATION • TIME INTERVAL • TIME OF CONC ABSTRACTION COEFF: • NAME: 0.26 Acres TYPE1A 4.00 inches 10.00 min 5.00 min 0.20 VOL: 0.08 NAME: 0.34 Acres TYPE1A 4.00 inches 10.00 min 5.00 min 0.20 PEAK RATE: 0.31 cfs VOL: BASIN SUMMARY BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA..: 0.00 Acres CN • 90.00 IMPERVIOUS AREA AREA..: 0.32 Acres CN • 98.00 kc:42.00 s:0.5000 0.10 Ac-ft TIME: 480 min BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA..: 0.00 Acres CN • 90.00 IMPERVIOUS AREA AREA..: 0.26 Acres CN • 98.00 Ac-ft TIME: 480 min BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA..: 0.04 Acres CN • 90.00 IMPERVIOUS AREA AREA..: 0.20 Acres CN • 98.00 0.10 Ac-ft TIME: 480 min page 2 pag PAC-TECH Engineering, Inc. - HAF( NG TEMPEF'L I NE BUILDING EX. NS I ON STORM DRAIN ANALYSIS Job Noy. 50454, J.H. 3/23/90 BASIN ID: C :B10 SCS METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL TIME OF CONC: ABSTRACTION COEFF: PEAK RATE: 0.60 cfs VOL: BASIN ID: CB11 SC :S METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION • TIME INTERVAL TIME OF CONC: ABSTRACTION COEFF: PEAK PATE: 0.78 cfs BASIN ID: CB3 SCS METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL TIME OF CON r: • ABSTRACTION COEFF:' NAME: 0.68 Acres TYPE1A 4.00 inches 10.00 min 5.000 min 0.20 NAME: 0.85 Acres TYPE1A 4.00 inches 10.000 min 5.00 min 0.20 VOL: NAME: 0.:0 0.38 Acres TYPE1A 4.00 inches 10.00 min 5.00 min 0.20 PEAK RATE: 0.35 cfs VOL: BASIN SUMMARY BASEFLOWS: 0. 00 cfs PERVIOUS AREA AREA..: 0.17 Acres CN • 90.00 IMPERVIOUS AREA AREA..: 0.51 Acres CN • 98.00 Ac -ft TIME: 480 min BASEFLOWS: 0.00 PERVIOUS AREA AREA..: 0.00 Acres CN • 90.00 IMPERVIOUS AREA AREA..: 0.85 Acres CN • 98.00 0.27 Ac -ft TIME: 480 min BASEFLOWS: 0.00 PERVIOUS AREA AF :EA 0.00 CN • 90.00 IMPERVIOUS AREA AREA..: 0.38 CN • 98.00 0.12 Ac -ft TIME: 480 cfs cfs Acres Acres min page BASIN ID: CB9 SCS METHODOLOGY TOTAL AREA..:....: RAINFALL PRECIPITATION' • TIME INTERVAL TIME OF CONC.' • . ABSTRACT I ON COEFF: 3/23/90 Pk_ -TECH Engineering, ; Inc. — ukwila HARTUNG TEMPERLINE BUILDING EXPANSION STORM DRAIN ANALYSIS Job No. 50454, J.B. =___ NAME: 0.57 Acres TYPEIA 4.00 inches 10.00 min 5.00 min 0.20 BASIN SUMMARY BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA..: 0.03 Acres C:N....: 90.00 IMPERVIOUS AREA AREA..: 0.54 Acres CN • 98.00 Ac -ft. TIME: 480 min 3/26/90 PAC EC:H Engineering, Inc. - TL .wila HARTUNGG TEMF'ERL I NE BUILDING EXPANSION STORM DRAIN ANALYS I S Job No. 50454, J.B. }� 4 434-7 -- 4-f r i ; PIPE REACH From: CB4 To: Pipe Diameter: Pipe Length : Up invert Collection Area: Design Flow Pipe Capacity Design Vel Pipe Full Vel PIPE REACH From: CBS To: Pipe Diameter: Pipe Length : Up invert Collection Area: Design Flow • F'ipe Capacity Design Vel Pipe Full Vel : ID Nc'. R2 C :B3 1.25 ft 160.00 ft 20.98 ft ID No. CB4 1.00 ft 92.00 ft 21.16 ft PIPE REACH ID From: C:B6 To: CBS Pipe Diameter: 1.00 Pipe Length : 124.00 Up invert : 21.41 Collection Area: Design Flow Pipe Capacity Design Vel Pipe Full Vel PIPE REACH From: C:B7 To: Pipe Diameter: Pipe Length : Up invert Collection Area: Design Flow Pipe Capacity : Design Vel Pipe Full Vel : 2.17 Ac. 1.96 cfs 3.14 cfs 2.70:0 fps 2.56 fps 1.85 1.67 1.71 2.48 2.18 Ac. cfs cfs fps fps Nc'. R4 ft ft ft 1.59 Ac. 1.43 cfs 1.74 cfs 2.47 fps 2.21 fps ID No. R5 C:B6 0.67 ft 98.00 ft 22.80 ft 0.91 Ac. 0.83 cfs 1.56 cfs 4.54 fps 4.48 fps REACH SUMMARY n: 0.0'20' s: 0.0020' dawn invert: Dsgn Depth: Travel Time: n: 0.0120 s: 0.0020 down invert: Dsgn Depth: Travel Time: n: 0.0120 s: 0.0020 down invert:. Dsgn Depth: Travel Time: n: 0.0120 s: 0.0142 down invert: Dsgn Depth: 20.66 ft 0.72 . ft 0.99 m i n 20.98 ft 0.80 ft 0.62 min 21.16 ft 0.69 ft 0.84 min 21.41 ft 0.34 ft Travel Time: 0.36 min. page 2 PAC•••rECH Engineering, Inc. — Tukwila HARTUNG TEMPER'LINE BUILDING EXPANSION STORM DRAIN ANALYSIS Job No. 50454, J.B. ,, 3/26/90. Collection Area: Design Flow Pipe Capacity Design Vel Pipe Full Vel 0.57 Ac 0.52 cfs 1.12 cfs 3.15 fps 3.22 fps PIPE REACH ID Noy. R8 From: CB11 To: C:B2 Pipe Diameter: 1.00 ft Pipe Length : 64.00 ft Up invert : 20.70 :0 ft Collection Area: Ac. Design Flow cfs Pipe Capacity cfs Design Vel fps Pipe Full Vel. : fps REACH SUMMARY PIPE' REAC :H ID No. R6 From: CBS To: CB7 Pipe Diameter: 0.67 ft n:._0.0120 Pipe Length : 90. 00 ft ,'s: 0.0100 Up invert 23.70 ft down invert: 22:80 ft C o l l e c t i o n Area: 0.91 Ac . Design Flaw : 0.83 cfs ' Dsgn .Depth: 0.38 ft: Pipe Capacity • 1.31 cfs Design Vel : 3.98 fps Travel Time: 0.,38 min Pipe Full Vel : 3.76 fps PIPE REACH ID No. R7 From: CBS To: CB8 Pipe Diameter: 0.67 ft n: 0.0120 Pipe Length : 82.00 ft s: 0.0073 Up invert : 24.30 ft down invert: Dsgn Depth: Travel Time: 23.,70 ft 0.32 ft. 0.43 min n: 0.0120 s: 0.0031 down invert: Dsgn Depth: Travel Time: 20.50 ft :ft min page .. 3/26/90 PAC—TECH Engineering, Inc. - Tukwila HARTUNG TEMPERLINE BUILDING EXPANSION STORM DRAIN ANALYSIS Job No. 50454, J.B. STRUCTURE REACH ID No. CB 1. Location : SE CORNER North 1 0000. 0000 Descrip . F'ESTF I C:TOR East : 150000. O0000. Data File: Rim Elev : 26.00002 Data Pnt Bottom El: 20.5000 .w_ Reach <Invert> <Diam> .. n > <End> R1 20.500 15.00 0.012 Lower STRUCTURE REACH ID No. CB11 Location : Descrip : Data File: Data Pnt : Reach <Invert> <Diam> < n > <End> RS 20.700 12.00 0.012. Upper STRUCTURE REACH ID No. CH2 Location North 10000.0000 Descrip OR C:ONNEC:TION TO DET. F'IF•E'` East 15000.0000 Data File: Rim Elev : 25.6000 Data F'nt Bottom El: 20.5000 Reach, <Invert> <Diam> < n > <End> Re 20.500 12.00 C).012 Lower STRUCTURE REACH ID No. C :B3 Location : Descrip : Data File: Data Pnt : Reach R2 Ri <Invert> 20.660 20.660 J STRUCTURE REPORT <Diam> < n > <End> 15.00 0.012 Lower 15.00 0.012 Upper page North : 10011.1140 East : 14936.9720 Rim Elev 23.6000 Bottom El: 20.7000 North 9964. 0000 East : 14937.6460 Rim Elev : 24.0000 Bottom El: 20.6600 l.. ( 3/26/90 PAC —TECH Engineering, Inc. — Tukwila HARTUNGG TEMPERLINE BUILDING EXPANSION STORM DRAIN ANALYSIS Job No. 5c :454, J.B. STRUCTURE REACH ID No. CB4 Location : Descrip Data File: Data Pnt Reach ::Invert:.• <Diam> < n :r• <End> F :3 20.980 12.00 0.012 Lower R2 20.980 15.00 0.012 Upper STRUCTURE REAC :H ID No. CB5 Location : Nar t h : 9980.7250 Descrip East : 14686.5220 Data File: Rim Elev : 25.1000 Data Pnt : Bottom El: 21.1600 Reach <Invert> . <Diam> < n > R4 21.160 12.00 0.012 R3 21.160 12.00 0.012 STRUCTURE REACH ID No. CBE' Location : Descrip :. Data File: Data F'nt : STRUCTURE REACH ID No. CB7 Lc_'c at i c'n : Descrip : Data File: Data Pnt STRUCTURE REPORT <End> Lower Upper Reach <Invert> <Diam> < n > <End> R5 21.410 e. oo 0.012 Lower R4 21.410 12.00 0.012 Upper Reach <Invert> <Diam> < n f•. <End • R6 22.800 8.00 0.012 Lower R5 22.800 8.00 0.012 Upper page North a 9980.7250 East 14778.5220 Rim Elev : 24.9000 Bottom El: 2c :1.9800 North 9980.7250 East 14562.5220 Rim Elev : 25.0500 BottomElv 21.4100 North 9980.7250 East : 14464.5230 Rim Elev : 25.3200 Bottom El: 22.8000 STRUCTURE REPORT: Reach < Invert) <Diam .. . <: n ; :: <End> R7 *H, 0:012-, Lower RE 23:7f0 , 8.00) O. 012 Upper: • 3/26/90 PAC-TECH Engineering, Inc. Tukwila . HARTUNG TEMPEF'LINE BUILDING. EXPANSION STORM DRAIN ANALYSIS Job No 50454, J.H. STRUCTURE REACH ID. No. i : :BB Location North 1 ;'.. 0058.6670 Des' :rip East 14419.5230 Data Flee ` Rim Elev : 26.2000 Data F'nt e Bottom El; 23.7000 STRUCTURE REACH. ID No. CB's Location : North '10140.6670 Desc r i p ' East 14419.5230) Data Files :Rim..Elev : . `26..80A0 Data Font Bottom El: 24.3taUG : Reach < Invert:• <Diamr < n > <End. R7 ,24.300 8: 00. 0..012 Upper PAC- TErH Engineers / Planners / Surveyors 2601 S. 35th - Suite 200 / Tacoma, WA 98409 / 473 -4491 Seattle 623-5736 / Gig Harbor 851 -3033 6100 Southcenter Blvd. - Suite 100 / Seattle, WA 98188 / 243 -7112 3721 Kitsap Way - Suite 4 / Bremerton, WA 98312 / 377 -2053 .F2a,../t _cc I, ' frwbatrol, ......01 a ��cd caw . 1 'e P L J c.5 pro 4,4J .)'_. (A I•(o /ep FOR: •NalaTU Nd - "rf_M P -Z-U OUILDIWn )(1: of PREPARED BY: CHECKED BY: C) F 1 l,T1 -AT 013 ca �'... Y e st i 'Z /24 her - Qoic Q = • 1 Pr cnun e4 ` e 691A, _ :La - `- .4),-.)n. Cr i ✓. -.v,, F Jam- , a l v t , t o cc, 4 c e41-L 0J.1.() rf (c. DATE: Z I 0/90 SCALE a4 . JOB NO PAGE ,e !A4A, ode = 4 tyldea4 0:03S . 7i -&-v bt ©( -: = e,,� T -e 4-• • v, " alutc. .15 Ci, m-c U VVla i OF 0- .o3 4A1,0 `1A.Gc.41) 7 ?';?' :. f•�' • L 5� lsl 4vA; ktt LCCM, Ca. W�1'?C PREPARED BY: BY: DATE: 9,t1 SCALE 0/4. PAC -TECH Engineers / Planners / Surveyors 2601 S. 35th - Suite 200 / Tacoma, WA 98409 / 473 -4491 Seattle 623-5736 / Gig Harbor 851 -3033 6100 Southcenter Blvd. - Suite 100 / Seattle, WA 98188 / 243 -7112 3721 Kitsap Way - Suite 4 / Bremerton, WA 98312 / 377 -2053 L. CP 7.. , ,._ 1 • 1 i ._ 2 ,'0 _, - -(.5 C''.... � K.. dt'r ...j_ , .... _ t.t1$t /N�-, .. ''/ L ... .L' X. H t t ( ++ i i 1 . ,, - I .. ? _ ✓ g, - 4... S i t 4T. ` e.. -. V IA ' Y_ . _ LP 6; t .%1,_.. . .i.__ ' p WOn>ryV(;t LE SA .—r 1.-46:9 4•0 , !..?- -to.ST4 ..GVN Sef?►U -71 V _._ Vlt-1 -✓E j ..: + • ± 1s- __. i 1 0 f � _ 0 � , 5;:_: Fo ' coNV3;,; 74,6 Di DIMCiyT En o Vc LS C ILs I.3 Kit N6+ C;0 $11) + FOR: JOB NO. 1AZTU L) • 15L111,9 I Obi PAGE OF PREPARED BY: _ CHECKED BY: DATE: 219 SCALE 1,WA PAGE Jzy1NiE.L T a .O ' 3 D13 PAC- TErH Engineers / Planners / Surveyors 2601 S. 35th - Suite 200 / Tacoma, WA 98409 / 473.4491 Seattle 623.5736 / Gig Harbor 851 -3033 6100 Southcenter Blvd - Suite 100 / Seattle, WA 98188 / 243 -7112 3721 Kitsap Way - Suite 4 / Bremerton, WA 98312 / 377 -2053 . zo,vg SA = I 2�P ( ,(,) ♦. t'E..i. -. ,AE.A • /• U7 Nr ,J. 2,9 ( 0 . ° 6 O,5b 2 ..2I GAS ) P (2.2 i ) 2-7(p2- FOR: • JOB NO. HAglit � TMr izupe ), L 6? ? A ►. ion 4-- OF Fr / KING COUNTY, In ASHINGTON. SURFACE WA, ER DESIGN MANUAL FIGURE 3.5.1C 2-YEAR 24 -HOUR ISOPLUVIALS 2 -YEAR 24 -HOUR PRECIPITATION 3.4'""' ISOPLUVIALS OF 2 -YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES O 1 4 3 4 5 6 7 IMIIs I 1 300,000 3.5.1.8 SOIL GROUP HYDROLOGIC GROUP* SOIL EROD• IBIUTY FACTOR,"K' SOIL GROUP HYDROLOGIC GROUP' SOIL EROD• IBILITY FACTOR; K' Alderwood C 0.15 Orcas Peat D 0.00 Arents, Alderwood C 0.15 Oridia D 0.49 Arents, Everett 8 0.17 OvalI C 0.17 Beausile C 0.15 C 0.10 Bellingham D 0.32 lir D 0.28 14 Briscot 0 0.32 Puyallup B 0.28 ' Buckley D 0.32 Ragnar B 0.32 Coastal Beaches Variable 0.05 Renton D 0.43 Earimont Silt Loam D 0.37 Riverwash Variable • Edgewick C 0.32 Sala! C 0.37 Everett A 0.17 Sammamish D 0.37 Indianola A 0.15 Seattle 0 0.00 Kitsap C 0.32 Shacar 0 0.00 Klaus C 0.17 SI Silt C 0.37 Mixed Alluvial Land Variable 0.10 Snohomish D 0.32 Neilton A 0.10 Sultan C 0.37 Newberg B 0.32 Tukwila 0 0.00 Nooksack C 0.37 Urban Variable • Norm. Sandy Loam D 0.24 (Woodinville 0 0.37 A HYDROLOGIC SOIL GROUP CLASSIFICATIONS A. (Low runoff potential). Soils having high kdiltration rates, even when thoroughly wetted, and consisting chiefly of deep, well•to-excessively drained sands or gravels. These soils have a high rate of water transmission. B. (Moderately low runoff potential). Soils having moderate Infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. C. (Moderately high runoff potential). Solis having slow Infiltration rates when thoroughly wetted, and consisting chiefly of soils with a layer that Impedes downward movement of water, or soils with moderately fine to fine textures, These soils have a slow rate of water transmission. D. (High runoff potential). Solis having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential, soils with a permanent high water table, soils with a hardpan or clay layer at or near the surface, and shallow soils over nearly Impervious material. These soils have a very slow rate of water transmission. KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL o To complete the design of the temporary sediment trap: a. The "Pond Geometry Equations" section in the "Reference" portion at the back of the Manual may also be useful in designing the sediment trap. b. A 3:1 aspect ratio between the trap length and width of the trap Is desirable. Length Is defined as the average distance from the inlet to the outlet of the trap. This ratio Is Included in the computations for Figure 5.4.4C for the surface area at the Interface between the settling zone and sediment storage volume. c. Determine the bottom and top surface area of the sediment storage volume to be provided (see Figure 5.4.4C) while not exceeding 1.5' in depth and 3:1 side slope from the bottom of the trap. Note the trap bottom should be level. d. Determine the total trap dimensions by adding an additional 2' of depth above the surface of the sediment storage volume, while not exceeding 3:1 side slopes, for the required settling volume. (see Figure 5.4.4C) TABLE 5.4.4A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY VALTD - • From SCS, TR•55, Second Edition, June 1986, Exhibit Al. • Revisions made from SCS, Solis Interpretation Record, Form #r5, September 1988. XH 1S IT G %,% 5.4.4.1 -3 1/90 Slope Slope gradient 10 20 30 40 50 GO ratio x, ''. (3.0) 16.1) (9.1) (12.2) (15.2) (18.3) t1.5 0.06 1(X1 :1 1 (1.08 2 0.111 3 0.14 4 0.16 20:1 5 0.17 G 0.21 7 0.26 121:1 8 031 9 (1.37 10:1 10 0.43 11 0.50 8:1 12.5 0.61 15 0.81 6:1 16.7 0.96 5:1 20 1.29 43(:l 22 1.51 4:1 25 1.86 30 2.51 3:1 33.3 2.98 :15 3.23 2)1:1 40 4.00 45 4.81 2:1 50 5.64 55 6.48 1X:1 .57 60 IK :1 66.7 70 75 0.07 0.09 0.12 0.18 0.21 I S values for following slope lengths 1.11(m) 0.07 0.10 0.14 (1.20 0.25 0.08 0.10 (1.15 (1.22 0.28 0.24 0.29 0.34 0.38 0.41 0.45 0.48 0.51 0.53 0.66 0.76 0.85 093 1.00 0.30 0.37 0.43 0.4H (1.52 0.56 0.60 0.64 0.67 0.82 0.95 1.06 1.16 1.26 0.37 0.45 0.52 0.58 0.64 0.69 0.74 0.78 0.82 1.01 1.17 1.30 1.43 1.54 0.44 0.54 0.6.1 0.70 0.~: 0.83 0.89 0.94 0.99 1.21 1.40 1.57 1.72 1.85 0.52 0.64 0.74 0.83 0.91 0.98 1.05 1.11 1.17 1.44 1.6G 1.85 2.03 2.19 4.57 5.60 6.46 5.66 6.93 8.00 6.80 8.33 9.61 7.97 9.76 11.27 9.16 11.22 12.96 6.82 9.64 11.80 13.61 15.24 7.32 1035 12.68 14.64 16.37 8.44 1193 14.61 16.88 18.87 8.98 12.70 15.55 17.96 20.08 9.78 13.83 16.94 19.56 21.87 134:1 AO 10.55 14.93 18.28 21.11 85 11.30 15.98 19.58 22.61 90 12.02 17.00 20.82 24.04 95 12.71 17.97 22.01 25.41 1:1 100 13.36 18.89 23.14 26.72 0.08 0.09 0.11 0.11 0.16 11.17 0.21 0.25 03n 7.23 7.92 8.95 9.80 10.75 11.77 12.60 13.81 14.48 15.87 70 80 90 100 150 200 250 300 350 400 450 500 600 700 (213) (2.1.4) (27.4) (30.5) (•16) (61) (76) (91) (107) (122) (137) (152) (183) (213) 0.09 0.12 0.18 0.26 0.15 0.09 0.12 0.19 0.27 0.37 8.55 9.14 10.59 1132 12.72 13.60 14.91 15.94 17.14 18.32 0.09 0.12 0.19 (1.28 0.38 16.69 18.03 19.28 20.45 21.55 17.93 19.37 20.71 21.96 23.15 20.67 22.32 23.87 25.31 26.68 21.99 23.75 25.39 26.93 28.39 23.95 25.87 27.66 29.34 30.92 21.60 25.85 27.93 29.85 31.66 33.38 25.27 27.69 29.90 3197 3391 35.74 26.88 29.41 31.80 34.00 36.06 38.01 28.41 11.12 33.62 35.94 38.32 40.18 29.87 12.72 35.34 37.78 40.08 42.24 *Calculated from 65.41Xrr 4.56 Xs IS " tier + (0,0(10 r t 10,000 + 0065)(2-r 72.5 0.10 0.10 0.11 0.12 ' 0.14 0.14 0.211 0.23 0.25 0.29 0.32 0.35 0.40 0.47 0.53 0.11 0.12 0.15 0.16 0.26 0.28 0.38 0.40 0.58 0.62 IS values for following slope lengths 1. ft (m) 0.12 0.16 0.29 0.42 0.66 0.13 n.16 0.30 0.43 0.70 1.07 1.34 1.65 1.98 2.35 0.13 0.17 0.32 0.45 0.73 1.13 1.43 1.75 2.10 2.49 0.13 0.17 0.33 0.40 0.76 1.20 1.50 1.84 2.22 2.62 0.61 0.75 0.87 0.97 1.06 1.15 1.22 1.30 1.37. 1.68 1.94 2.16 2.37 2.56 2.74 2.90 3.06 0.71 0.86 1.00 1.12 1.:12 1.32 1.41 1.50 1.58 1.93 2.23 2.50 2.74 2.95 3.16 3.35 3.53 0.86 1.05 1.22 136 1.49 1.61 1.72 1.82 1.92 2.15 2.72 3.04 3.33 3.59 3.84 4.08 4.30 1.14 1.40 1.62 1.81 1.98 2.14 2.29 2.43 2.56 3.13 3.62 4.05 4.43 4.79 5.12 5.43 5.72 1.36 1.67 192 215 2. •6 2.54 2.72 2.88 3.04 3.72 4.30 4.81 5.27 5.69 6.08 6.45 6.80 1.82 2.21 2.58 2.88 3.16 3.41 3.65 3.87 4.08 5.00 5.77 6.45 7.06 7.63 8.16 8.65 9.12 213 2.61 3.02 3.37 3.(5: 3.99 4.27 4.53 4.77 5.84 6.75 7.54 8.2G 8.92 9.54 10.12 10.67 2.63 3.23 3.73 4.16 416 4.93 5.27 5.59 5.89 7.21 8.33 9.31 10.20 11.02 11.78 12.49 13.17 3.56 416 5.03 5.62 6.16 6.65 7.11 7.54 7.95 9.74 11.25 12.57 13.77 14.88 15.91 16.87 17.78 4.22 5.17 5.96 6.67 7.30 7.89 8.43 8.95 9.43 11.55 13.34 14.91 16.33 17.64 18.86 20.00 21.09 9.70 10.22 12.52 14.46 16.16 17.70 19.12 20.44 21.68 22.86 12.00 12.65 15.50 17.89 20.01 21.91 23.67 25.30 26.84 28.29 14.42 15.20 18.62 21.50 24.03 26.33 28.44 30.40 32.24 33.99 1691 17.82 21.83 25.21 28.18 30.87 33.34 35.65 37.81 39.85 19.43 20.48 25.09 28.97 32.39 35.48 38.32 40.97 43.45 45.80 IS - topographic factor I • slope length. ft (m X 0.3048) s - slope steepness, at - exponent dependent upon slope steepness (0.2 for dopes < 1%. 0.3 for dopes 1 to 3%. 0.4 for slopes 3.5 to 4.5%. and 0.5 for dopes > 5%) 0.14r 0.18 0.34 0.49 0.82 1.31 1.65 2.02 2.43 2.87 3.35 3.87 4.71 (1.27 7.45 9.99 11.68 14.43 19.48 23.10 25.04 30.99 37.23 43.66 50.18 0.14 018 0.36 0.51 0.87 1.42 1.78 2.18 2.62 3.10 3.62 4.18 5.08 6.77 8.04 10.79 12.62 15.58 21.04 24.95 27.04 33.48 40.22 47.16 54.20 800 900 1000 244) (274) (305) 0.14 0.19 0.37 0.54 0.92 1.51 1.90 2.33 2.80 3.32 3.87 4.47 5.43 7.24 8.60 0.15 0.19 0.39 0.55 0.96 1.60 2.02 2.47 2.97 3.52 4.11 4.74 5.76 7.68 9.12 0.15 0.20 0.40 0.57 1.00 1.69 2.13 2.61 3.13 3.71 4.33 4.99 6.08 8.09 9.62 11.54 12.24 12.90 13.49 14.31 15.08 16.66 17.67 18.63 22.49 23.86 25.15 26.67 28.29 29.82 28.91 30.67 32.32 35.79 37.96 40.01 42.99 45.60 48.07 50.41 53.47 56.36 57.9.4 61.45 64.78 26.40 30.48 34.08 37.33 40.32 43.10 45.72 48.19 52.79 57.02 60.96 64.66 68.15 28.35 32.74 36.60 40.10 43.31 4630 49.11 51.77 56.71 61.25 65.48 69.45 73.21 32.68 37.74 42.19 46.22 49.92 53.37 56.60 59.66 65.36 70.60 75.47 80.05 84.38 34.77 40.15 44.89 49.17 53.11 56.78 60.23 63.48 69.54 75.12 80.30 85.17 89.78 37.87 43.73 48.89 53.56 57.85 61.85 65.60 69.15 75.75 81.82 87.46 92.77 97.79 40.88 47.20 52.77 57.81 62.44 66.75 70.80 74.63 81.76 88.31 94.41 100.13 105.55 43.78 50.55 56.51 61.91 66.87 71.48 75.82 79.92 87.55 94.57 101.09 107.23 113.03 46.55 53.76 60.10 65.84 71.11 76.02 80.63 84.99 93.11 100.57 107.51 114.03 120.20 49.21 56.82 63.53 69.59 75.17 80.36 85.23 89.84 98.42 106.30 113.64 120.54 127.06 51.74 59.74 66.79 73.17 79.03 84.49 89.61 94.46 103.48 111.77 119.48 126.73 133.59 1 I 111 IL& i !j .',‘ 1.x....1 ....�.;..• 1 3 ." � �•y� 111111161111M i / ..;........5...x..... .9... � * monnunik,LE MI s i ills .... ; M1 � 7 • 4 1°y - “F-A iiiina ®► _ I p I t 4 J lig . .4111,1.11144 O ��. ..... - lialliti2 • : nninhed~ ligim . = ti 10 1 -§ • I ■ ■. ill I 11111 nil 111 IIII 1 111 l w KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 4.3.30 AVERAGE VELOCITIES FOR ESTIMATING TRAVEL TIME FOR OVERLAND FLOW* *For use with the Rational Method only; From Soil Conservation Servke, Tech. Release No. SS, January 1975 00 0 In nt' Cr) 0 o o N 0 U, v c) N 0 0 r; 0 N 0 I- O 1 V. CI 0 00 0 0 0 o .-01C0 r` w u) a N 000000 0 O 00 co N. to 1n yr r) , 00 0 0 0 o O o0000 0 O 0 (Nlll) esino3aleM 4.33-6 N O 0 N O 0 O 0 O O 0 N 0 0 a C') N 11) 0 0 N O O osv\ O 8 &\ /E L.A-ND VEL.ocxr& II90 II . _ V 3, KING COUNTY, I SHINGTON, SURFACE WA, ER DESIGN MANUAL 2.1 2 2 23 24 25 26 2.? ?.3 29 30 3.2 SITE --r FIGURE 3.5.1E 10 -YEAR 24 -HOUR ISOPLUVIALS gibl 24 -HOUR PRECIPITATION 3.4°" ISOPLUVIALS OF 10 -YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES 0 1 3 3 4 5 6 7 •Mll.s 1 s 300,000 • 1/90 jJ 10" W 7 ". E>c 15T• SVILDINCa N SS 23' OCo" W p 'rW 101 'BA MA? X. 190. .. IW3 7 1990 ,c7 71. O. ) > /o '✓ O 570 12" W Flh?F. HS/D. /17 ti rL y ,g/k 1f .�Y M (fr �' I r/2 • • 9j 0 12' W x x WAREHOUSE EXPANS =OAT FOR HARTUNG— TEMPERL =NE OFF3C MS 17830 West Valley Highway Tukwilla, Washington 98188 27 July 1990 ALFRED CROONQUIST ARCHITECTS One Union Square Building - Suite 3404 Seattle, Washington 98101 RECEIVED CITY OF TUKWILA AUG 1 0 1990 PERNiir CENTER FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of anY adopted code or ordinance. Roceipt of contractor's copy of approved plans acknowledged. w By •� Date // 'P Porrnit N ALFRED CROONQUIST ARCHITECTS :H One Union Square Building -.Suite34Q4 Seattle, Washington 98101 TABLE OF CONTENTS BIDDING REQUIREMENTS Scope of Work Instructions to Bidders Form of Bid SECTION 01010 SECTION 01300 SECTION 01400 SECTION 01500 SECTION 01700 SECTION 01800 DIVISION 2 - SECTION 02000 SECTION 02200 SECTION 02500 SECTION 02600 SECTION 02800 SITEWORK DIVISION 3 - CONCRETE DIVISION 5 - METALS CONDITIONS OF THE AGREEMENT General Conditions of the Contract SECTION 00800 Supplementary Conditions SECTION 00900 Additional Supplementary Conditions TECHNICAL SPECIFICATIONS: DIVISION 1 - GENERAL REQUIREMENTS Summary of Work Submittals Quality Control Temporary Facilities and Controls Project Closeout Soils Report Sitework Earthwork Site Drainage Paving and Surfacing Landscaping SECTION 03100 Concrete Formwork SECTION 03200 Concrete Reinforcement SECTION 03300 Cast -in -Place Concrete SECTION 03400 Precast Concrete SECTION 05100 Structural Metal Framing SECTION 05500 Metal Fabrication TABLE OF CONTENTS Page 1 Number of Pages 1 4 2 3 3 1 1 1 1 1 15 1 2 3 3 2 3 6 3 TABLE OF CONTENTS DIVISION 6 - WOOD AND PLASTICS TABLE OF CONTENTS Page 2 SECTION 06100 Rough Carpentry 2 SECTION 06170 Laminated Wood 3 SECTION 06200 Finish Carpentry 4 DIVISION 7 - THERMAL AND MOISTURE PROTECTION' SECTION 07200 Insulation 3 SECTION 07200 Insulation - 'Alternate Bid 4 SECTION 07500 Membrane Roofing With Rigid Insulation 7 SECTION 07500 Membrane Roofing - Alternate Bid SECTION 07600 Flashing and Sheet Metal 1 SECTION 07800 Smoke Vents and Roof Hatch 1 SECTION 07900 Sealants 1 DIVISION 8 - DOORS AND WINDOWS SECTION 08100 Metal Doors and Frames 2 SECTION 08200 Wood Doors 4 SECTION 08300 Special Doors 2 SECTION 08400 Aluminum Doors and Framing Section 5 SECTION 08700 Hardware and Specialties 7. SECTION 08800 Glazing 6 DIVISION 9 - FINISHES SECTION 09250 Gypsum Wallboard SECTION 09500 Suspended Acoustical Ceiling SECTION 09540 Linear Metal Ceilings SECTION 09650 Resilient Flooring SECTION 09680 Carpeting SECTION 09900 Painting DIVISION 10 - SPECIALTIES SECTION 10150 Toilet Room Partitions SECTION 10800 Toilet Room Accessories DIVISION 14 - CONVEYING SYSTEMS SECTION 14300 Hoists and Cranes Number of Pages 2 4 4 4 TABLE OF CONTENTS DIVISION 15 -- MECHANICAL GENERAL. DESIGN CRITERIA SECTION 15010 General Provision SECTION 15100 Plumbing and Piping SECTION 15400 Insulation SECTION 15500 Fire Protection SECTION 15800 Heating and Ventilation DIVISION 16 - ELECTRICAL GENERAL DESIGN CRITERIA SECTION 16010 General Provisions SECTION 16100 Basic Materials and Methods SECTION 16400 Service and Distribution SECTION 16400 Lighting SECTION 16700 Communications TABLE OF CONTENTS Page 3 Number of Pages 2 7 10 1 2 1 5 17 1 12 12 SCOPE OF WORK SCOPE OF WORK PAGE 1 The HARTUNG - TEMPERLINE project consists of a new 84,832 SF, fully sprinklered, concrete tilt -up Warehouse /Office Building and all related site improvement work. 54,000 of the new building is intended for warehouse /manufacturing use by the Owner and will include a craneway with two overhead cranes, toilet rooms, and several other miscellaneous finished spaces. The balance of the building is separated by a four hour concrete tilt -up separation wall and will contain 30,832 SF of future office /retail area evenly split between the main floor and a wood framed mezzanine structure. The mezzanine structure is expected to be used for light storage (accessed from the warehouse) with possible future use as upper floor tenant office space. With the exception of the main building entrance lobby, all office /retail areas are to be finished under separate Tenant Improvement Contract(s). Tenant Improvement work for the retail /office spaces (N.I.C.) will include all tenant related HVAC, electrical, and plumbing work, wall and ceiling insulation, and all tenant related finishes. Office /Retail area foundation and roof insulation, underslab waste lines, minimum lighting, and minimum heating (sufficient to prevent sprinkler freezing) are a part of this contract. Preload earthwork, including all footing overexcavation was previously completed per Soils Report recommendations under a separate Contract. All work was monitored by the Project Soils Engineer, Geo Engineers, Inc. The preload Contractor (Jack Mccann Excavation) will provide parking areas and building pad filled, compacted, and rough graded. Finish grading, repair of traffic and weather induced soft spots and all other site improvement and utility work, as described in the Contract Drawings and Specifications, will be part of this Contract. 1. RECEIPT OF BIDS A. TIME Not later than 2:00 pm, August 22, 1990. Bids received after the above named date and hour cannot be considered. B. PLACE HARTUNG- TEMPERLINE OFFICES 17830 West Valley Highway Tukwila, WA 98188 Phone: 656 -2626 2. BID OPENING INSTRUCTIONS TO BIDDERS PAGE 1 Bids will be opened privately on the date and at the hour stated above. The bidders are invited to be present. The 2 low bidders will be asked to meet with the Owner and Architect within one week to review costs and approach to the project. No cost negotiations will take place. The purpose is to clarify intent, approach and costs. 3. INTERPRETATIONS Questions regarding drawings and specifications should be addressed to the Architect. They will be answered by bulletin or addendum addressed to all Bidders. Questions received after 5 pm, August 20, 1990, cannot be answered. All addenda issued during time of bidding will be incorporated into contract. Neither Owner nor Architect will be responsible for an oral interpretation. 4. EXAMINATIONS OF SITE AND CONDITIONS Before submitting a proposal, Bidder shall: Carefully examine drawings and specifications; Visit the site of work; Fully inform themselves of all existing conditions and limitations; Include in the proposal a sum sufficient to cover all items called for by the Contract Documents. 5. FORM OF BID INSTRUCTIONS TO BIDDERS PAGE 2 Make bid on form provided therefore, without alterations. SIGNATURE: Each bid must be signed in longhand by the bidder with his usual signature. Bids by partnership must be signed with the partnership name by one of the partners, followed by the signature and designation of the partner signing. Bids by corporations must be signed with the legal name of the corporation, followed by the name of the State of Incorporation and by the signature of the president, secretary, or other person authorized to bind it in the matter. The name of each person signing shall be typed or printed below the signature. Fill all spaces in form, place in opaque sealed envelope, and write the name of the Bidder in upper left hand corner. 6. MODIFICATIONS OF BID No oral or telephonic bid or modifications will be considered. 7. RETURN 0 DOCUMENTS Return drawings and specifications, unmutilated and without marks or annotations, at or before the time set for bid closing. 8. OWNER'S RIGHT TO REJECT BIDS The competency and responsibility of Bidders will be considered in making the award. The Owner is not obligated to accept the lowest or any other bid. 9. WASHINGTON STATE SALES TAX Washington State Sales Tax shall not be included in the contractor's bid. A proportionate amount of such tax will be added to each payment to the contractor. 10. COMPLETION DATES AND LIOUIDATED DAMAGES See Supplementary Additional Conditions, Part 1, Section 00900, Page 2. 11. BASE BID AND ALTERNATES This project will be bid as a basic shell which will include the following: BASE BID All work as described in the drawings and specifications entitled "NEW BUILDING FOR HARTUNG TEMPERLINE ". The following items will be bid as alternates to the basic project bid: ALTERNATE 1 Provide an Owens Corning 43NS or 33NC roof specification in lieu of the 41IS or 31IC roof specification with R- 19/3/4 inch perlite rigid insulation. ALTERNATE 2 INSTRUCTIONS TO BIDDERS PAGE 3 Provide and install Roifoil or equal type insulation under all roof structures (Note: Underside of roof structure to remain exposed until the moisture content of the roof structure reaches 13% or less. Notify the Architect before proceeding with this work.). INSTRUCTIONS TO BIDDERS PAGE 4 11. BASE BID AND ALTERNATES - continued ALTERNATE 3 Delete storefront windows at the south building elevation. ALTERNATE 4 Delete mezzanine structure, columns, stairs, and all other mezzanine related architectural and structural components. The four hour separation wall, column footings, and building entrance /lobby area will remain in the Contract. If the owner accepts this alternate, the two lowest bidders may be asked to price a scaled down entrance /lobby design and partial deletion of the four hour separation wall. ALTERNATE 5 Paint all interior concrete walls with one spray or rollered coat of Fluor #30902 "Sol Ray" drop dry flat white paint (or equal). Use Burke :'Super Klean Lift" parting agent (or equal) in the construction of concrete tilt -up wall panels to insure proper paint adhesion. FORM OF BID TO: HARTUNG - TEMPERLINE 17830 West Valley Highway Tukwila, Washington 98188 Gentlemen: BASE BID D. ALTERNATE BIDS Having carefully examined the Drawings and specifications entitled: NEW BUILDING FOR HARTUNG - TEMPERLINE 17830 West Valley Highway Tukwila, Washington 98188 FORK OF BID PAGE 1 prepared by ALFRED H. CROONQUIST, ARCHITECTS, as well as the premises and conditions affecting the work, the undersigned proposes to furnish all labor and materials and to perform all . work required by and in strict accordance with the above named documents for the following sums: For the Base Bid, all work as described in the drawings and specifications entitled NEW BUILDING FOR HARTUNG - TEMPERLINE, the sum of: DOLLARS ($ ) The undersigned agrees to perform the substitutions called for in the following Alternates, as described in the specifications, for the following additions to or reductions from the Base Bid: Alternate Number and Description: 1. Roof Spec Substitution DEDUCT $ 2. Add Roifoil Roof Insulation ADD $ k• Sh B. CONTRACT AND BOND F. ADDENDA Title Telephone FORM OP BID PAGE 2 ALTERNATE BIDS - continued 3. Delete Storefront Windows DEDUCT $ 4. Delete Mezzanine DEDUCT $ 5. Interior Concrete Wall Paint ADD $ C. OVERHEAD AND PROFIT All of the above prices include overhead and profit. D. SALES TAX None of the above bid prices include Washington State Sales Tax. If the undersigned be notified of the acceptance of this bid prior to September 30, 1990, he agrees to execute a contract for the above work, for a compensation computed from the above sums, in AIA Form of Agreement A -101, and to furnish performance and payment bonds as required by the specifications. Receipt of addenda numbered hereby acknowledged. Bidder Street Address By City State GENERAL CONDITIONS PAGE 1 The current edition of the A.I.A. Document A201 General Conditions of the Contract for Construction will be incorporated into this Contract in it's entirety. PART I SUPPLEMENTARY CONDITIONS SECTION 00800 PAGE I 00800.01 SUPPLEMENTARY CONDITIONS The following supplements modify, change, delete from, or add to the "General Conditions of the Contract for Construction," AIA Document A201, 1987 Edition.-Where any Article of the General Conditions is modified or any Paragraph, Subparagraph, or Clause thereof is modified or deleted by these supplements, the unaltered provisions of that Article, Paragraph, Subparagraph, or Clause are in effect. In case of conflict between these specifications and the General Conditions, the specifications govern. A. Add the following new paragraph: 1.1.6 MISCELLANEOUS DEFINITIONS "Product" includes materials, systems and equipment. "Approved" means "approved by the Architect." "For approval" means "For the Architect's approval." "Selected" means "selected by the Architect." "As directed" means "as directed by the Architect." "Provide" means "Furnish and install." B. Paragraph 1.2.2 - Add the following: Require that each subcontractor, for this work, comply with the foregoing requirements. Extra payment will not be authorized for work that could have been determined by a careful examination of the site conditions and the documents. C. Paragraph 1.3.1 - Add the following: Copies of drawings and specifications will be furnished to the Contractor at the cost of reproduction. D. Add the following new paragraph: 4.5.2 The Contractor guarantees roofing, membrane . waterproofing, flashings, skylights, roof scuttles, and all other work which is a component part of the roofing to be weather -tight under ordinary wear and usage for a period of two years from and after final acceptance of the structure. This guarantee is an extension of the one -year guarantee on all work called for in Paragraph 13.2.2 of the "General PART I SUPPLEMENTARY CONDITIONS SECTION 00800 PAGE 2 D. Add the following new paragraph, continued: Conditions," and is in addition to the roofing guarantee and bond, if any, specified in Division 7. E. Paragraph 4.6.1 - Delete and substitute the following: State sales tax will be paid by the Owner. A proportionate amount of the sales tax will be added to each payment voucher issued by the Contractor. All other taxes are to be paid by the Contractor. F. Paragraph 4.12.4 - Add the following: Prepare and submit all Shop Drawings, Samples, and other data in strict accordance with the provisions of Section 01300 of the Specifications. G. Paragraph 6.2.5 - In the ninth and tenth lines delete the following: "at the Owner's expense." H. Paragraph 7.4.1 - In the fifth and sixth lines, delete the words "a reasonable time" and substitute the following: "twenty (20) calendar days." I. Paragraph 7.5.1 - Delete and substitute the following: The Contractor shall be capable of providing performance and payment bonds issued by a bonding company licensed to transact business in the locality of the project, in Standard AIA Form. Bonds, if required, will be paid by Owner. Liability for performance bond shall be 100% of the contract sum. Liability for payment bond shall be 50% of the contract sum. J. Add the following paragraph: 10.2.8 Do not permit unauthorized visitors within the working and storage areas. Provide suitable personal safety devices and apparel for authorized visitors within the working area. Provide and maintain suitable fire extinguishing equipment, readily accessible from any part of the work. K. Paragraph 11.1.1 - In the first line following the word "maintain" insert the following: "in a company or companies licensed to do business in the State of Washington." L. Paragraph 11.1.1 - In the second line following the word "him," insert the following: "the Owner, the Architect, and the Consulting Engineers." M. Paragraph 11.1.1. - Add the following new subparagraph 7: 7. The Liability Insurance required by paragraph 11.1.1 shall be on a comprehensive basis, including: 1. Premises -- Operations. PART I SUPPLEMENTARY CONDITIONS SECTION 00800 PAGE 3 2. Owner's and Contractor's Protective. 3. Products and completed operations. 4. Contractual. 5. Owned, non -owned and vehicles. 6. Broad form coverage damage. N. Paragraph 11.3.6 - Add the following: In waiving rights of recovery under terms of this subparagraph, the term "Owner" shall be deemed to include his employees, and the Architect and his employees as the Owner's representative, as provided in the Contract Documents. hired motor for property 00900.02 ADDITIONAL SUPPLEMENTARY CONDITIONS A. NUMBER OF SPECIFIED ITEMS REQUIRED PART I ADDITIONAL SUPPLEMENTARY CONDITIONS SECTION 00900 PAGE 1 Wherever in these specifications an article, device, or piece of equipment is referred to in the singular number, such reference includes as many such items as are shown on drawings or required to complete the installation. B. COMPLIANCE WITH STANDARD AND INDUSTRY SPECIFICATIONS Any material or operation specified by reference to the published specifications of a manufacturer or other published standard must comply with the current specification or standard listed unless a specific date of issue is noted. In case of conflict between the referenced specification and these project specifications, these project specifications govern. If required, furnish an affidavit from the manufacturer certifying that the materials or product delivered to the job meets the requirements specified. C. EXAMINATION BEFORE STARTING WORK It is the responsibility of any subcontractor whose work must be applied or installed on or within work of other trades to examine the conditions affecting his work. Notify the Contractor, in writing, with copy to the Architect, of any unsuitable or improperly prepared surfaces or conditions. The commencing of work, or the absence of notification in writing shall constitute acceptance of the surfaces or conditions by the subcontractor and it will be his responsibility to correct any defects in his work appearing thereafter. D. PROTECTION Handle all materials to avoid injury to persons and to avoid damage to materials or to work in place. Satisfactorily repair or remove and replace work that has been damaged. Protect adjacent surfaces from damage, soiling and adhered setting materials. Install protective coverings as necessary, remove on completion of work. E. DELIVERY AND STORAGE PART I ADDITIONAL SUPPLEMENTARY CONDITIONS SECTION 00900 PAGE 2 Arrange deliveries of materials to provide sufficient quantities to permit continuity of construction. Store all materials to prevent damage to materials or structure. F. ONE -YEAR GUARANTEE Where items of defective work have not been corrected prior to the expiration of the one -year guarantee period, it shall nevertheless be the responsibility of the Contractor to permanently correct said items after the one -year guarantee period, and the contract shall not be fully performed until such permanent corrections are made. ANY WORK REQUIRING REPEATED SERVICING DURING GUARANTEE PERIOD SHALL BE REPLACED ENTIRELY AT NO COST TO OWNER. G. TIME OF COMPLETION AND LIQUIDATED DAMAGES The work of this contract shall be commenced on the effective date specified in the Notice to Proceed and shall be substantially complete within a period not to exceed 120 calendar days. The date of substantial completion shall be the date certified by the Architect that the Owner may occupy the project or applicable portions thereof for the use for which it is intended. Time is of the essence in each and every portion of the Contract; the Contractor shall prosecute the work regularly, diligently and uninterruptedly at such rate of progress as will ensure completion thereof within the time specified. If the said Contractor shall neglect, fail or refuse to complete the work within the time herein specified, then the Contractor shall, as part consideration for the awarding of the Contract, pay the Owner $300.00 for each and every calendar day that the Contractor shall be in default after the time stipulated for completing the work, not as a penalty, but as liquidated damages for such breach of contract set forth, provided that no liquidated damages shall be assessed if the time of completion has been extended in accordance with General Conditions, Article 17. The above amounts are fixed and agreed upon by and between the , • • , '.. ••"'- •?, — - • •■••• • • G. TIME OF COMPLETION AND LIQUIDATED DAMAGES, cont. Contractor and Owner because of the impracticability and the extreme difficulty of fixing and ascertaining the actual damages the Owner would in such event sustain, and said amount shall be the agreed amount of damages which the Owner would sustain and said amount may be retained by the Owner from periodic applicdtions for payment. 01010 SUMMARY OF WORK 01051 PROJECT COORDINATION 01080 APPLICABLE CODES PART II, DIVISION 1 GENERAL REQUIREMENTS SECTION 01010 SUMMARY OF WORK PAGE 1 01010.01 PERMITS The Owner shall pay for the building permit. - Each subcontractor shall obtain and pay for such permits and inspections as may pertain to the performance of his work, whether such permits are issued separately or are included with the overall building permit. The cost of all such permits shall be included in the cost of the work to the Owner. Any easements required in connection with the job shall be obtained and paid for by the Owner unless otherwise specified. 01051.01 Each subcontractor shall thoroughly familiarize himself with the Architectural and Structural Drawings and Specifications and schedule his work to conform with conditions shown and specified so as to provide the best possible assembly of the combined work in the time allotted by the Contractor. 01051.02 If the Owner lets any portion of the work under separate contracts, the separate contractors shall not only cooperate with each other, and with the General Contractor, but they shall conform to all directions of the General Contractor regarding progress of the work. 01080.01 The Contractor and each subcontractor, shall carefully check the drawings and specifications for conformance to all Local, State and Federal Codes and Regulations before commencing work. If the contractor observes any violation of the codes or regulations, he shall report them immediately to the Architect in writing. If the contractor performs any work that is contrary to such codes or regulations, and without such notice to the Architect, he shall bear all costs arising therefrom. PART II, DIVISION 1 GENERAL REQUIREMENTS SECTION 01300 SUBMITTALS PAGE 1 01340 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES 01340.01 SHOP DRAWINGS Each subcontractor shall check and verify all -field measurements pertaining to his work and shall submit with such promptness as to cause no delay in his own work or the work of others, 6 copies of all shop drawings and /or descriptive data requested by the Contractor. No work is to be started by any subcontractor without the Contractor's written or stamped approval of such documents. Such approval shall not relieve the subcontractor from responsibility for deviations from drawings or specifications, unless he has called such deviations from drawings to the attention of the Contractor at the time of submission, nor shall it relieve him from responsibility for errors of any sort in the drawings or documents. 01340.02 SHOP DRAWINGS, SUBMITTAL DATE, REQUIRED Provide complete schedules, samples, shop drawings and /or erection drawings including but not limited to the following items: a. Precast Panels b. Structural Metal Framing c. Reinforcing Steel d. Railings, Stairs e. Millwork f. Sealants g. Hollow Metal Work h. Overhead Doors i. Storefront /Glazing Systems j. Finish Hardware k. Smoke Vents, Roof Hatches /Ladders 1. Fire Protection (bidder /design) m. Mechanical (bidder /design) n. Electrical (bidder /design) o. Roof Membrane System p. Sheet Metal r. Crane /Hoist System Submit 6 copies of each drawing (or 1 sepia reproducible and 2 prints) to the Contractor. Fabrication and erection shall not begin until approval of shop drawings is obtained. . , PART II, DIVISION 1 GENERAL REQUIREMENTS . SECTION 01400 QUALITY CONTROL PAGEA 01400 OUALITY CONTROL 01420 INSPECTION SERVICES 04120.01 The following items will be field inspected by a qualified and licensed testing laboratory, paid for by the Owner. Field Inspectors shall be licensed and qualified: 1. Concrete 2. Welding 3 Roofing Roofing shall receive continuous inspection during installation. All inspections will be reported in written form with 2 copies to the Contractor, 1 copy to the Architect, 1 copy to the Owner, and 1 copy to the Structural Engineer (except roofing reports). PART. II, DIVISION 1 'GENERAL REQUIREMENTS :.SECTION 01500' TEMPORARY FACILITIES AND PAGE 1 TEMPORARY FACILITIES AND CONTROLS The Contractor shall at all times take such precautions as may be necessary to brace, secure and protect all parts of the work and shall provide and maintain such guards, fences, lights, and signs as may be necessary and /or required. All subcontractor's work shall comply with the standards set by the Department of Labor and Industries, State of Washington and all Federal safety laws and requirements. PART II, DIVISION 1 GENERAL REQUIREMENTS SECTION 01700 PROJECT CLOSEOUT PAGE 1 01710 CLEANING 01710.01 The Contractor and his subcontractors shall at all times keep the premises in a clean and orderly condition, insofar as his operations are concerned. Upon completion of the job, the Contractor and his subcontractors shall remove all rubbish and leave the area in a "broom clean" condition. If any subcontractors fail to meet their obligations hereunder the Contractor may, upon 12 hours notice, perform such clean -up at the subcontractor's expense; the Contractor to decide upon the appropriate prorated costs, where more than one subcontractor is involved. 01710.02 At the completion of work, all glass, aluminum, plumbing fixtures, electrical fixtures and other surfaces shall be thoroughly cleaned. The General Contractor shall allocate responsibility. 01740 GUARANTEES, WARRANTIES, AND KINDS 01740.01 The subcontractor and each subcontractor shall remedy any defects due to faulty materials or workmanship and pay for any damages to other work resulting therefrom, which shall appear within a period of one year from the date of notice of completion, unless a different period of guarantee is provided for elsewhere in the contract documents. Owner shall give prompt notice of observed defects. Subcontractor called upon to perform under this guarantee shall do so within 12 hours of notification and shall complete the required work diligently, failing which, the work shall be completed by others and charged to the subcontractor. REPORT GEOTECHNICAL ENGINEERING SERVICES AND PRELIMINARY SITE ASSESSMENT 17800 BLOCK WEST VALLEY HIGHWAY TUKWILA, WASHINGTON FOR F.L. HARTUNG RECEIVED DEC 11 •1959 PAC4ECH Geoi Engineers F. L. Hartung 17830 West Valley Highway Tukwila, Washington 98188 Attention: Mr. Nick Sciola Gentlemen: We are pleased to submit three copies of our "Report, Geotechnical Engineering Services and Preliminary Site Assessment, 17800 Block West Valley Highway, Tukwila, Washington." The scope of our services is described in our proposal dated July 29, 1988 with modifications discussed with Mr. Rick Jamisson with your company on July 29. Portions of the results of this study have been discussed with Mr. Sciola as information became available during our report preparation. We appreciate the opportunity to provide these services to you on this project. Please contact us if you have any questions regarding this report or other aspects of the project. JRG:JWK:wd File No. 1396 -01 -2 GeoEngineers, Inc. 2405 140th Ave. NE, Suite 105 Bellevue, WA 98005 Telephone (206) 746.5200 Fax. (206) 746.5068 September 2, 1988 Yours very truly, GeoEngineers, Inc. on W. Koloski Principal i . 04-2%; 047 .371 Consulting Gcotechnical Engineers and Geologists T A B L E O F C O N T E N T S APPENDIX A INTRODUCTION SCOPE GEOTECHNICAL ENGINEERING SERVICES PRELIMINARY ENVIRONMENTAL SITE ASSESSMENT SITE CONDITIONS GENERAL HISTORICAL REVIEW EXISTING CONDITIONS SUBSURFACE CONDITIONS CONCLUSIONS AND RECOMMENDATIONS 6 GENERAL 6 SITE PREPARATION AND FILL PLACEMENT 7 SURCHARGE FILL 9 FOUNDATION SUPPORT 10 FLOOR SLAB SUPPORT 11 PAVEMENT SUPPORT 12 General 12 Truck Storage Pavement 12 DRAINAGE CONSIDERATIONS 12 SITE CONTAMINATION 12 USE OF THIS REPORT SITE PLAN SETTLEMENT PLATE DETAIL CHAIN OF FEE TITLE. Figure No. List of Figures 3 3 3 4 5 Geo zEngineers FIELD: EXPLORATION AND LABORATORY PROCEDURES SOIL CLASSIFICATION SYSTEM KEY TO BORING LOG SYMBOLS LOGS OF BORINGS LOGS OF TEST PITS CONSOLIDATION TEST RESULTS TABLE OF CONTENTS (CONTINUED) APPBtiDIZ B List of Appendix B Figures ii Figure No. B-1. B -2 B -3 thru B -6 B -7 thru B -8 B -9 Geo �JEngineers REPORT GEOTECHNICAL ENGINEERING SERVICES AND PRELIMINARY SITE ASSESSMENT 17800 BLOCK WEST VALLEY HIGHWAY TUKWILA, WASHINGTON FOR F.L. HARTUNG INTRODUCTION This report presents the results of our geotechnical engineering services and preliminary site assessment for light industrial development of the site located north of the existing Hartung facility at 17830 West Valley Highway in Tukwila, Washington. The location of the project site and proposed building are shown in the Vicinity Map and Site Plan, Figure 1. We understand F.L. Hartung is considering purchase of the four and one- quarter acre site. A one -story concrete tilt -up building similar to the existing Hartung building is proposed on the western approximately three acres of the site. The building floor area will be approximately 70,000 square feet. The floor loads associated with the glass production and handling are between 200 and 300 pounds per square foot (psf). The building floor level will be similar to surrounding grades. We understand the eastern approximately one and one -quarter acres may be developed as an asphalt concrete paved truck parking area. SCOPE The purpose of our services is twofold. A geotechnical evaluation of the property was performed to provide recommendations for construction of a 'few building similar to your existing facility on the site as well as a paved truck storage area on the east portion of the site. A preliminary environmental site assessment was done to evaluate the potential environ- mental liabilities associated with subsurface contamination that may exist on the property due to past on -site and off -site activities. The specific scope of our services for these tasks is outlined below. Geo egip O,Engineers GEOTECHNICAL ENGINEERING SERVICES 1. Perform research to determine if the topographic low area adjacent to the railroad embankment is classified as a wetlands area, and if so what development restrictions are appropriate to this area. 2. Explore shallow subsurface soil and ground water conditions on the east end of the site by monitoring several test pits excavated in this area. 3. Provide recommendations for pavement subgrade support and pavement section design for the proposed area of truck storage and parking. 4. Explore 'subsurface soil and ground water conditions in the building area by drilling two hollow -stem auger borings maximum depths of 50 feet. 5. Evaluate pertinent physical and engineering characteristics 2 to of the foundation soils from the results of laboratory tests performed on samples obtained from the explorations, and correlate with previous experience in this area. 6. Provide preload recommendations for the building footprint to reduce post construction settlements to within tolerable limits in light of the building type and floor loads. 7. Provide recommendations for site grading, compaction and backfill recommendations for support of structures and pave- ments. Also included will be effects of weather and /or construction equipment on site soils. 8. Provide recommendations for foundation design including allowable soil bearing pressures and performance estimates for shallow- spread footings for the proposed structure. 9. Provide slab -on -grade subgrade recommendations and performance estimates. 10. Provide recommendations for drainage systems in light of the ground water conditions encountered or expected. tea {j Geo Engineers 11. Provide recommendations for pavement subgrade support and pavement section design in the driving and parking areas around the building. PRELIMINARY ENVIRONMENTAL SITE ASSESSMENT 1. Perform a title history search to identify past owners of the property. 2. Review aerial photographs to verify past site development history relative to potential generation, storage or disposal of hazardous materials. 3. Evaluate the samples from the borings for evidence of soil contamination. 4. Contact the Northwest Regional Office of the Washington State Department of Ecology for indications of potential cleanup studies or actions on this property or adjacent properties. S. Provide a written opinion regarding the potential environmental liabilities associated with the site based on the results of our studies. SITE CONDITIONS GENERAL The site is bordered by the West Valley Highway and the Green River to the west, a construction equipment company to the north, the F.L. Hartung glass and other vendors in a building to the south, and a drainage ditch and railroad tracks to the east. HISTORICAL REVIEW We reviewed the title history of the properties to identify the past owners of the properties. A title history was compiled by Transamerica Title Insurance Services. A copy of their "Chain of Fee Title" report is included in Appendix A. The Northwest Regional Office of the State of Washington Department of Ecology indicates that their records show no cleanup studies or actions on this site. Review of the records at the regional headquarters for the U.S. Environmental Protection Agency (EPA) indicates no file exists for this site. {%1/ Geo ,,,,OEngineers We reviewed aerial photographs taken of the site in 1935, 1946, 1960, 1974,.1977, 1980, and 1985. The photographs from 1935 through 1960 show the area to be farmland with a farmhouse and a building that appears to be a barn occupying the southwest corner of the site. The 1974 photograph shows the site to be vacant with an area of ponded water at the northeast corner, most of which is on the adjacent property to the north. Thick vegetation appears on the margins of the pond. The surcharge fill on the site to the south for the existing F.L. Hartung building is shown on the 1977 photograph. No change was observed on the subject site. The north and west sides of the pond may be surrounded by small earth berms. Buildings have been constructed on the adjacent lots to the north and south of this site in the 1980 photograph. The vegetation across the site is more sparse, which may be indicative of filling or grading of the site. We understand the site was occasionally used as an equipment test area for the construction equipment company located on the property north of the site. The 1985 photograph shows the site still vacant, but with the vegetation much thicker, including several trees, essentially the same conditions which exist at the time of our current study. EXISTING CONDITIONS The west three acres of the site is relatively flat. The ground surface is generally about Elevation 24 feet. The site is about 2 feet lower than the finished floor level of the existing Hartung building, and about 6 feet lower than the West Valley Highway. The Howard Cooper Corporation property to the north is about 2 feet lower than the investi- gated site. The ground surface of the subject site is locally irregular and rutted, with scattered asphalt and concrete debris. Vegetation consists of grass and sparse brush. A fill mound about 20 cubic yards in volume is located toward the southeast corner of the three acre parcel. The east one and one - quarter acres of the site is slightly lower than the western portion, and slopes slightly downward to the east. An earth berm approximately 5 feet high is located immediately west of the east property line. The area to the east of the earth berm is a lower drainage area which appears to be seasonally wet. A north - south - trending drainage Geo Engineers ditch is located in the right- of-way east of the property. Most of the east one and one - quarter acres is covered with thick grass, tall black- berries and other brush, and scattered deciduous trees. The thick brush prevented a detailed reconnaissance of the topography in this area, which may have been subject to grading from the construction equipment company to the north. Several localized low spots and soil stockpiles were observed that could be the result of on site grading or earth moving. A primitive gravel driveway exists between the south property line of this site and the north side of the F.L. Hartung building. A relatively shallow drainage ditch is located along the north side of this road that routes collected water to the east along the south property line of this site. A 4- inch - diameter drainpipe was noted entering this ditch north of the F.L. Hartung building. At the time of our field work, the ditch in this immediate area and a very localized portion of the eastern drainage area mentioned above was covered with a very 'thin surficial coating of a black rubber -like substance. F.L. Hartung indicated this resulted from a single occurrence. We were provided with the Material Safety Data Sheet (MSDS) on this substance which is Opaci -Coat Water Based Elastomer (I.C.D. #3 -0070 Charcoal Suede). The MSDS indicates this material is not hazardous to the environment and it is our opinion that it does not represent a potential environmental liability for future remedial actions. SUBSURFACE CONDITIONS The site is located on the floor of the Green River Valley. The valley was scoured by glacial ice to a depth of more than 100 feet below modern sea level more than 10,000 years ago. Subsequent to disappearance of the ice, the valley was occupied by an arm of Puget Sound. Marine sediment and alluvium deposited directly by the river fill the valley to its present level. Subsurface conditions on the 'property were explored by excavating seven test pits with a rubber tired backhoe on August 3, 1988, and drilling two hollow -stem auger borings with a truck mounted drill rig on August 4, 1988. The approximate locations of the explorations are shown on Figure 1. Details regarding the field exploration and laboratory procedures as well as the exploration logs are presented in Appendix B. 5 -1 " ' Geo 0-Engineers GENERAL 6 Four of the test pits and the two borings were located in the vicinity of the proposed building: Two to four feet of imported fill was encountered in the explorations. The fill grades from fine sandy silt to fine to medium sand with gravel, cobbles and occasional boulders. The native soils encountered below the fill include clayey silt, fine sandy silt, and fine to medium sand with a variable silt content. Interbedded layers of these alluvial materials were encountered to the bottom of the borings at approximately 50 feet. Some of these strata contain abundant organics, and the samples recovered at approximately 19 and 24 feet of depth in Borings 1 and 2, respectively, may contain a significant quantity of volcanic ash. The alluvial soils possess relatively low shear strength and moderate compressibility characteristics. Three test pits were excavated in the eastern 1'.25 acres where a paved parking area is intended. Test Pit 5, located toward the west end of this area and on relatively higher ground, encountered loose to medium dense sand and silty sand. Test Pit 4 encountered approximately 2.5 feet of sand over clayey silt and fine sandy silt, while Test Pit 3 encountered the clayey silt and fine sandy silt for the full depth. Ground water was generally encountered between 5 and 10 feet of depth in the explorations. The water table level should be at or near its seasonal low and can be expected to be higher after prolonged periods of wet weather and during the wetter seasons. The vegetation toward the east end of the site indicates a seasonally wet ground surface, which could be associated with ponded surface water or seasonally high ground water. CONCLUSIONS AND RECOMMENDATIONS The site is underlain by significant depth of alluvial soils that are significantly compressible under new loading conditions. We conclude that the site may be satisfactorily developed as proposed using shallow spread footing support of the structure provided that the site preparation work includes placement of a minimum 3 feet of structural fill on which to support the footings and provided that a surcharge program is conducted to Geo Engineers 7 reduce postconstruction settlements to acceptable limits. We also recommend that the floor slab be underlain by a minimum thickness of 2 feet of structural fill. Most of the site grade is slightly lower than that of the F.L. Hartung site to the south. We understand the finished floor level of the F.L. Hartung building is approximately Elevation 26 feet. Finished site grades could be established near the existing grades; however, the existing conditions offer poor foundation support and the existing soils will be difficult to rework. Alternatively, raising site grades by importing select fill will substantially improve foundation conditions. The fill imported for the surcharge program could be graded across the building and parking areas to raise the grade. Otherwise, excess surcharge fill would need to be exported after the surcharge program. Raising the site grade will minimize overexcavation of the existing silty site soils in the building area and will allow placing a nominal thickness of granular subbase in the parking area. The quantity of import could be reduced by surcharging a portion of the building footprint to begin with and then moving the surcharge fill to the remaining portions of the footprint once monitoring indicates the desired settlement response has been achieved. The lowlying drainage area located along the east margin of the property is not currently classified as a wetlands area. There is some typical wetland vegetation that appears to be east of the Hartung property line. We found no significant depth of organic soils and the area was dry at the time of our field exploration. It appears that development on this property would not encroach on the wetlands. SITE PREPARATION AND FILL PLACEMENT ' The site soils include a relatively high content of silt and clay fines. Therefore, they are water sensitive and difficult if not impos— sible to properly compact when wet. We recommend that the earthwork portions of the project be completed during the drier summer months in order to use portions of the on —site soils for structural fill and minimize grading costs. If wet weather construction is necessary, all wet Geo Eng loose soils will need to be removed and replaced with imported material. This will substantially increase grading costs. If the site grades are raised with select import soils as suggested above, the earthwork may proceed during the wetter seasons with less detrimental impacts. All brush and significant vegetation should be removed from the building and pavement areas. The surficial sod and organics should be stripped from all building and pavement areas where finished grades will be less than 2 feet above the existing ground surface. The depth of stripping is generally expected to be less than 6 inches in grassy areas and somewhat more where there is heavier vegetation. In other areas, we recommend that the grass be cut as short as possible, cuttings removed and large roots grubbed. If site preparation is performed during wet weather, stripping should be done using lightweight construction equipment. All other equipment should be kept off the exposed subgrade to avoid disturbance. The subgrade surface should be visually evaluated to determine if there are localized soft spots that should be removed. Temporary roads will likely be needed to access work areas during wet weather. Eighteen inches or more of clean sand and gravel, crushed rock or quarry spalls may be needed to maintain stable haul roads. We recommend that all fill placed in the building and pavement areas be placed as structural fill. We recommend that all footings and the floor slab bear on at least two feet of structural fill as subsequently described. If the site grades are not raised, at least 1 foot of overexcavation and fill will be necessary below the floor grade and at lest 3 -1/2 feet at the footing locations. However, if the site grades are raised, the floor excavation could be avoided and the footing excavation depth will be decreased equivalent to the increase in grade. It is generally preferable to excavate and replace soils beneath footings in advance of the surcharge program. All structural fill material should be free of organics, debris and other deleterious material with no individual particles larger than 5 inches in diameter. As the amount of fines (that portion passing the No. 200 sieve) increases, the soil becomes increasingly sensitive to small 8 Geo ,Engineers changes in moisture content and adequate compaction becomes more difficult or impossible to achieve during wet weather. Generally, soils containing more than about 5 percent fines by weight cannot be properly compacted when the moisture content is more than a few percentage points above or below optimum. Since the site soils possess a high fines content, use of these soils as, structural fill should be limited to extended periods of dry weather. We recommend that import fill used during wet weather consist of well - graded sand and gravel with less than 5 percent fines. If earthwork is accomplished during favorable weather conditions, the maximum fines content may be increased realizing that the material would be more easily disturbed and difficult to compact. Structural fill placed within the foundation, slab or pavement area should be placed in horizontal lifts less than 8 inches in loose thickness. The initial lift may need to be somewhat thicker and may require compaction without vibration in order to reduce the chance of causing pumping or weaving in the subgrade soils. Each subsequent lift should be uniformly compacted to at least 95 percent of maximum dry density as determined in accordance with the ASTM D -1557 test procedure. The structural fill should extend laterally beyond the edge of footings equal to the depth of excavation below the footings. SURCHARGE PILL We recommend that a surcharge program be used in the building area to preinduce most of the settlement which would otherwise occur when structural and floor loads are applied. We recommend that surcharge fill material consist of well - graded, free- draining sand or sand and gravel, as described above for structural fill so that it can subsequently be used in other aspects of site grading. Use of clean pit run for the surcharge will also minimize problems in rehandling and compaction if the surcharge must be removed during inclement weather. Based on our understanding of the proposed warehouse loading and our previous experience in the area, we recommend the design drawings and earthwork budget be based on a surcharge of about 7 feet in thickness. We expect 12 to 16 inches of settlement of the surcharge and building pad 9 e� % Geo Engineers fill. Therefore, we expect about 6 feet of material to be removed when the surcharge period is completed. The surcharge crest should extend full height at least 5 feet outside the proposed building liens. Due to the expected settlement, the bottom 18 inches of the surcharge should be compacted as structural fill. The remaining surcharge fill need be compacted only to the extend necessary to support construction equipment. The surcharge surface should be crowned slightly to promote drainage of surface water. In order to reduce the quantity of material imported for the surcharge and thereafter used to increase site grades, one -third to one - half of the building footprint could be surcharged and then the material "rolled over" to the remaining portion(s) of the building footprint as previously mentioned. A 20 -foot overlap should be used for the rolling surcharge. We recommend that several settlement monitoring plates be installed prior to placing any fill in the building area. An example of a suitable settlement plate and a description of monitoring procedures are presented in Figure 2. We could provide recommended settlement plate locations once the building footprint is established. Initial elevation readings of the settlement plates must be obtained when they are placed and before any fill is placed. If this is not done, the initial settlement behavior of the fill pad will not be recorded and the value of the observation diminished in that the total magnitude of settlement will be unknown. The elevation of each of the plates should be determined twice each week during filling so that settlement progress in relation to the amount of fill in place can be defined. We recommend that readings be obtained weekly after completion of filling. The results should be forwarded to our office promptly after each reading for evaluation. If the thickness of compressible soils varies significantly from that expected, the'actual preload period may have to be adjusted. It is difficult to establish the time period due to the variability of the subsurface conditions, but we expect that the majority of the settlement will occur within six to eight weeks after fill placement. 10 Geo., ;Engineers The presence of the measurement rods which extend from the settlement plates through the fill will inhibit the mobility of earthmoving equipment to some extent. The contractor will have to exercise care to avoid damaging the rods. The construction documents should emphasize the importance of protecting the settlement plates and measuring rods from disturbance. Once the majority of the settlement has occurred, the surcharge fill can be removed from the site or used for other site grading. FOUNDATION SUPPORT We recommend all building footings be founded on at least 3 feet of structural fill compacted to not less than 95 percent of the maximum dry density as determined by the ASTM D -1557 test procedure. This fill should extend 2 feet horizontally beyond each side of the footing. All footings should be founded at least 18 inches below the lowest adjacent finished grade. Individual column footings should have a minimum width of 3 feet. Continuous strip footings should be at least 18 inches wide. For footings founded as outlined, we recommend an allowable soil bearing pressure of 2500 pounds per square foot for dead plus long -term loads. This value may be increased by one -third when considering earthquake or wind loads. Lateral loads can be resisted by friction on the base and passive resistance on the sides of the footings. Frictional resistance can be determined using 0.4 for the coefficient of base friction. Passive resis- tance can be determined using an equivalent fluid density of 250 pounds per cubic foot (pcf), assuming that the soils around the footings for a distance of twice the footing depth consist of structural fill compacted to 95 percent of maximum dry density. This value should be applied from one foot below the ground surface in areas which are not paved. In paved areas or beneath floor slabs, passive resistance can be calculated from the bottom of the slab. The above values incorporate a factor of safety of about 1.5. We estimate that postconstruction settlement of interior column and perimeter wall footings will be on the order of 1/2 to 1 inch. We recommend that the structure be designed to tolerate at least 1/2 inch of 11 Geo,,,,,wEng ineers differential settlement between adjacent column footings due to the variable subsurface conditions. Differential settlements up to 1/4 inch in 25 feet may be experienced along continuous wall footings. Approxi- mately 50 percent of the settlement should occur within about two weeks of load application. FLOOR SLAB SUPPORT The structural fill pad for the building should be recompacted after removal of the surcharge to redensify any areas disturbed during fill removal. We recommend that floor slabs be supported on a 4 -inch -thick base course of crushed rock or sand and gravel which includes less than 5 percent passing the No. 200 sieve. It is our opinion that a vapor barrier is not needed beneath the slab if the base course is sufficiently coarse to act as a capillary break. We estimate that postconstruction settlements should not exceed about 1 inch if floor loads are less than 400 psf. Differential settlements across the floor area should be less than 1/4 inch in 25 feet if relatively uniform areal loading conditions are maintained. PAVEMENT SUPPORT General: Pavement subgrade areas should be prepared in accordance with the SITE PREPARATION AND FILL PLACEMENT section of this report. The subgrade should be proofrolled such that the surface exhibits no "weaving" or "pumping" and a minimum density of 95 percent of the ASTM D -1557 standard is achieved. If the subgrade is prepared during dry weather, we recommend a minimum 8 -inch thickness of subbase material consisting of sand and gravel with less than 5 percent fines (passing the No. 200 sieve). During wet weather preparation, a 12 -inch thickness or more may be required. As previously mentioned, this procedure would be facilitated by raising site grades and using the surcharge fill as structural fill across the site. The subbase layer should be compacted to the same minimum density. We recommend 3 inches of asphalt concrete (AC) and 6 inches of compacted crushed rock in roadway and drive areas. We recommend 2 inches of AC and 4 inches of crushed rock in car parking areas. 12 Geo -r'Engineers Truck Storage Pavement: We were provided the specifications used to prepare the existing Ryder truck storage area east of the existing F.L. Hartung We understand this area has performed satisfactorily. It is our opinion that a pavement area prepared in accordance with the referenced specifications will provide adequate support. It is also our opinion that the roadway pavement section recommended above for drive areas would provide adequate support and may provide better long -term performance with the granular subbase material. DRAINAGE CONSIDERATIONS We recommend the roads and parking areas be sloped to drain away from the buildings such that surface runoff is collected and carried off site. A perimeter footing drain is not considered necessary if grades are raised. Any footing or wall drains should be connected to the storm drain system. Roof drains should also be connected directly to the storm drain system and not be intertied with any other subdrains. SITE CONTAMINATION Our findings indicate that past activities on the site have not 'caused significant contamination of the property from hazardous material. No evidence of significant contamination was detected during our site reconnaissance and field explorations, with the exception of the black substance which was discussed above. Therefore, we conclude that there is low risk of environmental liability for future remedial actions relating to potential on -site contamination. The conclusions presented here are based on the above - described data and available history of ownership records. While it is possible that areas with contamination exist that were not detected during this investigation, we have found no evidence to suggest that further more detailed investigation is appropriate at this time. 13 Geo 0oEngineers USE OF THIS REPORT We have prepared this report for use by F.L. Hartung and their design team in design and construction of a portion of this project. The data and report should be utilized for bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are changes in the loads, grades, location, configuration, type, or schedule of construction for the project, the conclusions and recommendations presented may not be applicable. If design changes are made, we should be retained to review our conclusions and recommendations and to provide a written modification or verification. The conclusions and recommendations in this report should be applied in their entirety. When the design has been finalized, we recommend that the final design and specifications be reviewed by our firm to see that our recommendations have been interpreted and implemented as intended. The scope of our services does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. The subsurface conditions are expected to vary across the site. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation by our firm should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other conditions, express or implied, should be understood. 14 .. JRG:JWK:cs Geo Engineers We appreciate the opportunity to be of service on this project. Should you have any questions concerning this report or if we can provide . additional services, please call. 1of! 00ERT Gvite., 1,0 •). -� Y;A'j�� v G V ' AF "sTE� ' 3 " w '"� ~ / C/vA L 0` / r! t• Respectfully submitted, GeoEngineers, Inc S . Robert Gordon Project Engineer on W. Koloski Principal \ z ( Existing CorporiN . 7 ..t.- 73 )-• \ a) > r 0) 0 SCALE IN REFERENCE: DRAWING ENTITL WINMAR COMPANY BY BUSH, ROED N VICINITY MAP 100 SITE PLAN FIGURE 1 25 EXISTING GROUND SURFACE m ' SAND PAD IF NECESSARY NOTES: 1. INSTALL MARKERS ON FIRM GROUND OR ON SAND PADS IF NEEDED FOR STABILITY. TAKE INITIAL READING ON TOP OF ROD AND AT ADJACENT GROUND LEVEL PRIOR TO PLACE- MENT OF ANY FILL. 2. FOR EASE IN HANDLING, ROD AND CASING ARE USUALLY INSTALLED IN 5 -FOOT SECTIONS. AS FILL PROGRESSES, COUPLINGS ARE USED TO INSTALL ADDITIONAL LENGTHS. CONTINUITY IS MAINTAINED BY READING THE TOP OF THE MEASUREMENT ROD, THEN IMMEDIATELY ADDING THE NEW SECTION AND READING THE TOP OF THE ADDED ROD. BOTH READINGS ARE RECORDED. 3. RECORD THE ELEVATION OF THE TOP OF THE MEASUREMENT ROD IN EACH MARKER AT THE RECOMMENDED TIME INTERVALS. EACH TIME, NOTE THE ELEVATION OF THE ADJACENT FILL SURFACE. '4. READ THE MARKER TO THE NEAREST 0.01 FOOT, OR 0.005 FOOT IF POSSIBLE. NOTE THE FILL ELEVATION TO THE NEAREST 0.1 FOOT. 5. THE ELEVATIONS SHOULD BE REFERENCED TO A TEMPORARY BENCHMARK LOCATED ON STABLE GROUND AT LEAST 100 FEET FROM THE EMBANKMENT. Geo 4,„ Engineers (NOT TO SCALE) MEASUREMENT ROD, 1/2" 0 PIPE / OR REBAR CASING, 2" 0 PIPE (SET ON PLATE, NOT FASTENED) COUPLING WELDED TO PLATE SETTLEMENT PLATE, �16" X 16" X 1/4" SETTLEMENT PLATE DETAIL FIGURE 2 APPENDIX A rtr Deed & Assig Howco Investment Corp and T & W Equipment Company Deed Lotto, M.W. & Laviolette, Donald J. Project No. 1396 -01 -2 August 23, 1988 Instrument Deed Schwabacher, Louis Q.C. Deed Schwabacher, Louis Ad. Deed Mac Kay, Geo (Estate of Niels Anderson) Deed Cudihee, Edward (Sheriff) Deed Nelson, Herman Deed Nelsen, Alice (Estate of Marcus Nelsen) R.E. Cont. Lotto, M.W. & Laviolette, Donald J. Lease Lease Deed Deed Deed Deed Deed Transamerica. Title Insurance Services Grantor Hudcor, Inc. Roberts, William E. & Roberts, Richard H. Hudcor, Inc. Hudcor, Inc. Roberts, Aileen V. Roberts, William E. Roberts, Richard H. Roberts, William E. Roberts, Richard H. Nelson, Nelsen, Title Insurance Company 320 108th Avenue Northeast Box 1493 Bellevue. Washington 98009 (206) 451 -7301 Transamerica CHAIN OF FEE TITLE Grantee Filed Anderson, Niels Anderson, Niels Nelson, Herman 05 -10 -82 - 04 -19 -92 12 -02 -00 Herman ' 03 -06 -14 Marcus Oliver 05 -24 -48 Lotto, M.W. & Laviolette,06 -14 -79 Donald J. T & W Equipment and 07 -05 -78 Howco Investments Co. Hudcor, Inc. 06 -08 -79 T & W Equipment Company & Howco Investment Corp 06 -14 -79 Roberts, William E & Roberts, Richard H. Howard- Cooper Corp Roberts, William E. (1 /4th Int.) Roberts, Richard H. (1/2 Int.) Roberts, William E (1 /4th Int.) Morgan Park, Inc. Morgan Park, Inc. A - 1 1 t ( t, tV u 1 A n AUG 26 Routing J1 °C.0.10 nh 09 -10 -79 09 -10 -79 09 -19 -80 01 -05 -84 01 -05 -84 01 -05 -84 10 -06 -86 GeoEngineers Document No. Vol 22 pg 587 95724 200814 918856 3805201 7906140733 7807050961 7906080772 7906140739 7909100469 7909100470 8009190837 8401050554 8401050555 8401050556 8610061213 APPENDIX B FIELD EXPLORATION AND LABORATORY PROCEDURES The subsurface conditions at the site were explored by excavating seven test pits and drilling two hollow -stem auger borings at the approximate locations shown on the Site Plan, Figure 1. The exploration locations were determined relative to the site features shown in Figure 1. The elevations are based on the topographic data presented on the Site Plan and should be considered approximate. The test pits were excavated by a tractor mounted backhoe on August 3, 1988. An engineering geologist from our office observed the test pits on a full time basis, maintained detailed logs, and obtained representative samples of the soils encountered for further examination and laboratory testing. The soils encountered were visually classified in accordance with the classification system shown in Figure B -1. The logs of the test pits are presented in Figures B -7 and B -8. The borings were drilled with a truck mounted hollow -stem auger drill rig on August 4, 1988. The borings were continuously monitored by an engineering geologist from our firm. The soils were classified in general accordance with the classification system described in Figure B -1. A key to the boring log symbols is presented in Figure B -2. Representative samples of the soils were obtained using a 3 -inch- outside- diameter split- barrel sampler driven with a 300 -pound hammer free - falling 30 inches. The number of blows required to drive the sampler the last 12 inches or other indicated distance is recorded on the boring logs. The logs of the borings are presented in the Figures B -3 through B -6. The boring logs are based on our interpretation of field and laboratory data and indicate the various types of soils encountered. The logs also indicate the depths at which the soils or other characteristics change, although the change may actually be gradual. If the change occurred between samples, it was interpreted. B - 1 All soil samples were brought to our laboratory for further exami— nation. Selected samples were tested to determine their moisture contents and dry densities. The results of these tests are presented on the boring logs. A one — dimensional consolidation test was performed on a selected sample from Boring 2 to provide data for developing settlement estimates. Porous stones were placed on both the top and bottom of the sample to allow drainage. Vertical loads were then applied to the sample incrementally in such a way that the sample was allowed to consolidate under each load increment. The rebound of the sample during unloading was also measured. The results of the consolidation test are presented in this appendix ass a plot of consolidation (strain) versus applied load (stress). COARSE GRAINED SOILS MORE THAN 50% RETAINED ON NO. 200 SIEVE FINE GRAINED SOILS MORE THAN 60% PASSES NO, 200 SIEVE NOTES: MAJOR DIVISIONS GRAVEL MORE THAN 60% OF COARSE FRACTION RETAINED ON NO. SIEVE SAND • MORE THAN 60% OF COARSE FRACTION PASSES NO. 4 SIEVE SILT AND CLAY LIOUID LIMIT LESS THAN 60 SILT AND CLAY LIOUID LIMIT 60 OR MORE HIGHLY ORGANIC SOILS 1. Field classlllc•tion Is based on visual examination of soil In general accordance with ASTM D2488 -83. 2. Soil classification using laboratory tests Is based on ASTM D2487 -83. 3. Descriptions of soil density or consistency are based on Interpretation of blowcount data. visual appearance of soils, and /or test data. Geog CLEAN GRAVEL GRAVEL WITH FINES CLEAN SAND SAND WITH FINES INORGANIC ORGANIC . INORGANIC ORGANIC SOIL CLASSIFICATION SYSTEM GROUP SYMBOL GW GP GM GC SW SP SM SC ML CL OL MH CH OH PT GROUP NAME WELL - ORADED GRAVEL. FINE TO COARSE GRAVEL POORLY - GRADED GRAVEL SILTY GRAVEL CLAYEY GRAVEL WELL- GRADED SAND, FINE TO COARSE SAND POORLY - GRADED SAND SILTY SAND CLAYEY SAND SILT CLAY ORGANIC SILT, ORGANIC CLAY SILT OF HIGH PLASTICITY, ELASTIC SILT CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC CLAY, ORGANIC SILT PEAT SOIL MOISTURE MODIFIERS: Dry - Absence of moisture, dusty, dry to the touch Moist - Damp, but no visible water Wet - Visible free water or saturated, usually soil is obtained from below water table SOIL CLASSIFICATION SYSTEM FIGURE 8 -1 LABORATORY TESTS: AL 'CP CS DS GS HA K M MD SP TX UC CA BLOW -COUNT /SAMPLE DATA: Blows required to drive Dames & Moore sampler 12 inches or other Indicated distances using pound hammer falling inches. 'P' indicates sampler pushed with weight of hammer or hydraulics of drill rig. NOTES: Atterberg limits Compaction Consolidation Direct shear Grain- size analysis Hydrometer analysis Permeability' Moisture content Moisture and density Swelling pressure Triaxial compression Unconfined compression Chemical Analysis 1. Soil classification system is summarized in Figure B-1 2. The reader must, refer to the discussion in the report text as well as the exploration logs for a proper understanding of subsurface conditions. Geo Engineers ' SOIL GRAPH: 2211 12 P ❑ 10 14 Soil Group Symbpl (See Note 1) Distinct contact between Soil Strata Gradual Change between Soil Strata Water' Level if/ Bottom of Boring Location of relatively undisturbed sample Location of disturbed sample ' Location of sampling attempt with no recovery Location of sample attempt using Standard Penetration Test procedures 40 G Location of relatively undisturbed sample using 140 pound hammer falling 30 inches. KEY TO BORING LOG SYMBOLS FIGURE B-=2 • • 0 6 10 16 2 3 3 TEST DATA s. « C «• O o Mtn • o o • I c O cD Geo • O Engineers • • E Group co Symbol BORING NO. 1 4 Note: Si. Figur• B -2 for Explanation of Symbols DESCRIPTION Approximate Surface Elevation: 25 feet LOG OF BORING FIGURE B -3 w w LL I o .. w 0 40 45— 50— TEST DATA a «o a oo tit o • E Group • • 20 0o mu to al Symbol 4 1 15 ■ Geo O Engineers SP SP- SM BORING NO. 1 (Continued) Note: See Flour* 8 -2 for Explanation of Symbols DESCRIPTION DARK GRAY TO BLACK FINE SAND (DENSE, WET) DARK GRAY FINE' SAND WITH SILT (MEDIUM DENSE, • WET) • BORING COMPLETED AT 49 FCET ON 8/4/88 LOG OF BORING FIGURE B -4 - MD 26.1 94 7 SP- SM BROWN FINE TO MEDIUM SAND WITH COARSE SAND AND A TRACE OF FINE GRAVEL (LOOSE, MOIST) (FILL) DARK GRAY SILTY FINE SAND (LOOSE, MOIST) SM _ �-----' ML DARK GRAY CLAYEY SILT WITH FINE SAND, ROOTS AND ORGANICS (VERY SOFT, MOIST TO WET) C MD 48.6 72.4 22 II GRADES TO FINE SANDY SILT (VERY STIFF, WET) - SM DARK GRAY SILTY FINE SAND (VERY LOOSE, MOIST) - 4 cal ML GARY CLAYEY SILT WITH ABUNDANT ORGANICS AND _ ROOT FRAGMENTS (SOFT, WET) " MD 142.4 33 3 ■ - .'i GRAY FINE SAND WITH SILT (LOOSE TO MEDIUM SM DENSE, WET) 14 • M L DARK GRAY SILT WITH FINE SAND AND ORGANICS (MEDIUM STIFF, WET) " 24 23 • 1 , GRAY FINE SAND (MEDIUM DENSE, WET) , GRADES TO DARK GRAY TO BLACK SP 0 6 10 16 25 30 35 TEST DATA o c • « • « • J V 20 00 1 C o m • • E O t0 4 Note: See Figure 8 -2 for Explanation of Symbols Gee \O Engineers BORING NO. 2 Group DESCRIPTION Symbol Approximate Surface Elevation: 24 feet LOG OF BORING FIGURE B -5 Note: See Figure 8 -2 for Explanation of Symbols BORING NO. 2 (Continued) DESCRIPTION INTERLAYERI:D DARK GRAY SILT AND FINE SAND (MEDIUM. STIFF, LOOSE, WET) BARING COMPLETED AT 50 FEET ON 8/4/88 LOG OF BORING FIGURE B -6 m oO co w C7 DEPTH BELOW GROUP SOIL GROUND SURFACE CLASSIFICATION (FEET) SYMBOL �� j Geo Engineers LOG OF TEST PIT DESCRIPTION TEST PIT 1 APPROXIMATE SURFACE ELEVATION: 24 FEET 0 - 0.3 SOD AND FINE ROOT MAT 0.3 - 4.0 ML BROWN FINE SANDY SILT WITH GRAVEL AND OCCASIONAL COBBLES AND BOULDERS (MEDIUM STIFF TO STIFF, DRY) (FILL) 4.0 - 8.0 ML CRAY FINE SANDY SILT (SOFT TO MEDIUM.STIFF, MOIST TO WET) 8.0 - 10.0 SM BROWN SILTY F1NE SAND WITH A TRACE OF GRAVEL AND OCCASIONAL ORGANICS (LOOSE TO MEDIUM DENSE, MOIST) TEST PIT COMPLETED AT 10.0 FEET ON 8/3/88 NO CAVING OBSERVED SLOW GROUND WATER SEEPAGE OBSERVED FROM 7.0 TO 8.0 FEET SAMPLES OBTAINED AT 2.0, 6.0 AND 9.0 FEET TEST PIT 2 APPROXIMATE SURFACE ELEVATION: 23 FELT 0 - 2.0 ML BROWN FINE SANDY SILT WITH CPAVEL AND OCCASIONAL COBBLE'S (STIFF, DRY) (FILL) FINE ROOTS FROM 0 TO 0.3 FOOT 2.0 - 4.0 SP -SM CRAY FINE SAND WITH SILT AND OCCASIONAL LENSES OF SILT (LOOSE, MOIST) 4.0 - 6.0 SP CRAY FINE TO MEDIUM SAND (LOOSE, WET) TEST PIT COMPLETED AT 6.0 FEET ON 8/3/88 MODERATE CAVING FROM 4.0 TO 6.0 FEET MODERATE GROUND WATER SEEPAGE OBSERVED AT 5.0 FEET SAMPLE OBTAINED AT 3.0 FEET TEST PIT 3 APPROXIMATE SURFACE ELEVATION: 22 FEET 0 - 3.5 ML BROWNISH -CRAY MOTTLED SILT AND F1NE SANDY SILT WITH OCCASIONAL ORGANICS (MEDIUM STIFF, DRY TO MOIST) (FINE ROOTS FROM 0 TO 0.3 FOOT) 3.5 - 7.0 ML CRAY CLAYEY SILT AND FINE SANDY SILT WITH OCCASIONAL ORGANICS WLTII OCCASIONAL LENSES OF SILTY FINE SAND (SOFT, WET) TEST PIT COMPLETED AT 7.0 FEET ON 8/3/88 NO CAVING OBSERVED MODERATE TO RAPID GROUND WATER SEEPAGE OBSERVED FROM 5.0 TO 7.0 FEET SAMPLES OBTAINED AT 1.5 AND 6.0 FEET TIIE DEPTHS ON TIIE TEST PIT LOOS, ALTHOUGH SHOWN TO 0.1 FEET, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS TIIE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FEET. LOG OF TEST PIT FIGURE B -7 DEPTH BELOW GROUP SOIL GROUND SURFACE CLASSIFICATION (FEET) SYMBOL 0 - 3.5 3.5 - 6.0 Geo �Enginecrs LOG OF TEST PIT DESCRIPTION TEST PIT 4 APPROXIMATE SURFACE ELEVATION: 20 FEET 0 - 2.5 SP /SM BROWN LAYERED FINE SAND AND SILTY FINE SAND (LOOSE, MOIST) 2.5 - 6.0 ML CRAY LAYERED CLAYEY SILT AND FINE SANDY SILT WITH OCCASIONAL ORGANICS (SOFT TO MEDIUM STIFF, MOIST TO WET) TEST PIT COMPLETED AT 6.0 FEET ON 8/3/88 SLIGHT CAVING TO 6.0 FEET MODERATE GROUND WATER SEEPAGE OBSERVED FROM 4.0 TO 6.0 FEET SAMPLES OBTAINED AT 1.5 AND 4.0 FEET TEST PIT 5 APPROXIMATE SURFACE ELEVATION: 22 FEET SM /SP -SM BROWN LAYERED SILTY SAND AND FINE SAND WITH SILT (LOOSE TO MEDIUM DENSE, MOIST) (FINE ROOTS FROM 0 TO 0.3 FOOT) SP BROWN FINE SAND (LOOSE, MOIST) TEST PIT COMPLETED AT 6.0 FEET ON 8/3/88 NO CAVING OBSERVED NO GROUND WATER SEEPAGE OBSERVED SAMPLE OBTAINED AT 4.5 FEET TEST PIT 6 APPROXIMATE SURFACE ELEVATION: 23 FEET 0 - 4.0 SM /SP -SM BROWN SILTY FINE TO MEDIUM SAND TO SAND WITH SILT, GRAVEL AND OCCASIONAL COBBLES (LOOSE TO MEDIUM DENSE, MOIST) (FILL) 4.0 - 12.0 ML DARK GRAY FINE SANDY SILT WITII OCCASIONAL ORGANICS (MEDIUM STIFF, MOIST) TEST PIT COMPLETED AT 12.0 FEET ON 8/3/88 NO CAVING OBSERVED NO GROUND WATER SEEPAGE OBSERVED SAMPLES OBTAINED AT 1.5 AND 10.0 FEET TEST PIT 7 APPROXIMATE SURFACE ELEVATION: 25 FEET 0 - 3.0 SP -SM DROWN FINE TO MEDIUM SAND WITII SILT, GRAVEL, COBBLES AND RUBBLE (MEDIUM DENSE, MOIST) (FILL) 3.0 - 12.0 SM /SP -SM GRAYISH -BROWN MOTTLED, LAYERED FINE SAND AND FINE SAND WITII SILT AND OCCASIONAL LENSES OF SILT WITH ORGANICS (LOOSE, MOIST TO WET) , TEST PIT COMPLETED AT 12.0 FEET ON 3/8/88 SEVERE CAVING OBSERVED FROM 6.0 TO 12.0 FEET SLOW GROUND WATER SEEPAGE OBSERVED AT 10.0 FEET SAMPLE OBTAINED AT 10.0 FEET LOG OF TEST PIT FIGURE B -8 KEY BORING NUMBER SAMPLE DEPTH (FT) SOIL CLASSIFICATION MOISTURE CONTENT DRY DENSITY (LBS /FT3) 2 8 CLAYEY SILT WITH FINE SAND AND ORGANICS 45.1 7 5. 0 - ---- -- 0.00 0.01 0.02 i 0.03 = 0.04 v 0.05 z 0 0.06 0 0.07 0 0 0.08 0.09 .1 .2 .3 .4 .5 Geo OEngineers PRESSURE (LBS /FT x 10 1 2 3 4 5 10 FIGURE B - 9 20 30 40 50 CONSOLIDATION TEST RESULTS SITEWORK SECTION 02000 SITEWORK RAGE 1 . ' • • „ , , • • <... , '••• • • •-• • . • • 02000 SITEWORK 02000.01 GENERAL Under this division, the Contractor shall furnish all necessary labor and materials to completely install and finish all work related to the area improvement including earth fill under building, fine grading, paving, water, sewer, storm drainage and miscellaneous work within the property lines as called for on the drawings. The preload has been installed under a separate Contract which includes hauling away all excess material. It will be the responsibility of this Contractor to complete the 36" deep footing overexcavation at the north perimeter footing per the Project Soils Report. It will further be the responsibility of this contractor to fine grade the completed building pad and build up surrounding grades as required (with imported fill). 02010 EXISTING UTILITIES Bidders are hereby advised of the existence of underground utilities actively serving the existing Texaco facility. The civil drawings indicate known underground utilities, however, the Contractor and subcontractors shall exercise extreme caution while excavating and moving heavy equipment on the site. 022_00 EARTHWORK 02200.01 GENERAL 02222.01 EXCAVATIONS PART II, DIVISION 2 SITEWORK SECTION 02200 EARTHWORK PAGE 1 This section covers stripping of existing blacktop, recompaction of exposed surfaces, preparation of footing excavations, back - filling of walls and trenches and other earthwork as required. 02210 SITE GRADING 02210.01 The work to be accomplished under this section covers all work within the building area and all earthwork exterior to building area within limits as shown on Site Plan. The fill within the building area will be at a higher elevation than the final fill outside the building area. 02210.02 Site to be graded to drain away from building (see civil drawings). Building area to be filled and cut to provide finished floor elevation to match existing. All fills to be compacted to 95% density as per A.A.S.H.O. Standard Specifications. 02222 STRUCTURAL EXCAVATION, BACKFILL AND COMPACTION The exposed surface shall be proof rolled with heavy pneumatic -tired driller or any other suitable approved compaction equipment. Any soft or spongy area, being noted during proof roll shall be excavated and rebuilt as specified below. If no soft or spongy areas are noted during proof roll, the exposed surface shall be acceptable. Sub -base shall be approved by the Project Soils Engineer prior to further construction. Soft or spongy areas noted prior to, or during, proof rolling shall be excavated, and the removed material replaced with clean sand, or sand and gravel mixture that is approved by the Soils Engineer. 02222.02 BACKFILL AND COMPACTION 02222.02.1 The granular backfill shall be placed in lifts and then compacted to a minimum of 95% density in accordance with A.A.S.H.O. Specifications T -180. Any additional fills required to bring the site to proper elevation shall also be compacted to the same specifications. 02222.02.2 Backfills against exterior walls shall be clean sand or sand and gravel and compacted in 12" lifts to a minimum of 95% density. 02222.03 BUILDING FOOTING EXCAVATIONS Footing excavations shall be prepared with conventional equipment and in accordance with contract plans. Contractor shall prepare footings so as to avoid softening or disturbing previously placed and compacted fills. Any soft or spongy soils noted at the base of any excavation at the time of preparation or prior to pouring shall be removed and the area rebuilt with a clean sand or sand and gravel mixture. 02222.04 EARTHWORK EXTERIOR TO THE BUILDING The Contractor shall proof roll the area receiving asphaltic paving as specified above and remove any soft and spongy areas as specified above. 02222.05 BACKFILL AND UTILITY TRENCHES PART II, DIVISION 2 SITEWORK SECTION 02200 EARTHWORK PAGE 2 Attention of the Contractor is called to the numerous utility lines within the site. All excavation for underground utilities shall be wasted and the backfills made with clean sand or gravel. All backfills shall be compacted to a minimum of 95% density. 02501.02 MATERIALS PART II, DIVISION 2 SITEWORK SECTION 02500 SITE DRAINAGE PAGE 1 02500 SITE DRAINAGE 02501 STORM AND SANITARY SEWERS 02501.01 GENERAL 02501.01.1 Make arrangements with Sewer District for connections and pay all charges. 02501.01.2 Sewer Contractor shall verify depths of inverts and flow lines for both sanitary and storm sewers in the area prior to commencing work. 02501.02.1 Concrete pipe, non - reinforced conforming to ASTM C -14 and extra strength to ASTM C- 76 -73, and to the additional requirements of Concrete Products Association of Washington CPAW 100 and CPAW 101; or corrugated aluminum pipe as approved by Local Public Works Department. 02501.02.2 Wyes, tees, bends and other fittings by pipe manufacturer. 02501.02.3 Catch basins: Per civil drawings by Pac -Tech. 02501.02.4 Standard manholes constructed of pre -cast reinforced concrete rings and cones, Renton Concrete Products, Inc., or approved equal. Flat slab reinforced tops with 24" round offset holes for depths not over 8 feet. Where depth to invert exceeds 6 feet, provide steps built into and thoroughly anchored in walls. Wall along line of steps shall be vertical for entire height. Deformed bar steps 12" o.c., hot dip galvanized after bending. Base section either precast or poured in place, with invert channels formed in the concrete or built up with half tile laid in concrete for smooth even flow. Cast iron ring and cover, Olympic Foundry No. 5823. Bring to grade with brick and cement mortar. 02501.03 EXCAVATION AND BACKFILL 02501.04 INSTALLATION PART II, DIVISION 2 SITEWORK SECTION 02500 SITE DRAINAGE PAGE 2 02501.02.5 Mortar for joints, 1 part Portland Cement and 1 -1/2 parts plaster sand with only enough water to produce the proper consistency. 02501.02.6 Concrete for manhole basis, etc., 28 day compressive strength 2500 psi. 02501.02.7 Gravel shall be clean, washed, graded 1/2" to 1 -1/2 ". 02501.02.8 From fine to coarse, free from rubbish and corrosive materials, and containing not more than 10% loam and clay by weight. 02501.03.1 Excavate trenches of sufficient width for proper installation and grade bottom uniformly. Dig trenches 4" or more deeper than final grade line and backfill and compact to required grade with graded gravel maximum 3/4" sieve, coarse sand or pea grave].. 02501.03.2 Control grading in vicinity of trench to prevent surface run -off into the trenches. Remove water in the trenches immediately. 02501.03.3 Backfilling to be done after testing and inspection. All excess material must be disposed of off site. Backfill to be free draining material approved by Soils Engineer. 02501.04.1 Lay to line and grade, proceeding upgrade with spigot end in direction of flow. Each pipe true to line and grade and bedding adjusted to uniformly carry the bottom quadrant of the pipe. 02501.04.2 Keep suitable swab or drag in the line and pull forward after joint has been made to clean out line. Temporarily plug pipe at end of work period. 02501.04.3 Provide wye branches as required. Seal wye with plug and gasket where branch is for future use. Stopper shall be removable without damaging the bell. , shall be tied into the storm sewer system. 02612.02 MATERIALS 02612.02.1 BASE ROCK PART II, DIVISION 2 SITEWORK SECTION 02600 PAVING AND SURFACING • PAGE 1 02600 PAVING AND SURFACING 02600.01 GENERAL Installed per Specifications by Soils Engineer. 02612 ASPHALT CONCRETE PAVING 02612.01 GENERAL 02612.01.1 EXTENT The work under this section consists of all base course surfacing and related items necessary to complete the pavement work indicated on the drawings and described in the Specifications. a. Lines and grades to be established by the Contractor form elevations shown on the drawings. b. Layout of Work - Provide necessary locations and elevations for the work. Notify the Architect of any discrepancy in line or level. 02612.01.2 STANDARD SPECIFICATIONS Standard Specifications for Road and Bridge Construction, latest edition, Laboratory Manual, latest edition, and Amendments thereto, adopted by and available from the Department of Highways, State of Washington. Comply with all requirements of standard specifications insofar as they are applicable. Crusher run 2 -1/2 ", 1" of 1/4" minus and 1 -1/2" of 5/8" minus. 02612.02.2 SOIL STERILIZER Non - organic herbicide, "Concentrated Borascu," Pacific Coast Borax Company, Poly -Bor Chlorate or approved equal. 02612.02.3 SURFACING Class B asphaltic concrete, plant mix. 5/8" maximum . aggregate size. Paving asphalt binder of 85 -100 penetration. 02612.03 PREPARATION AND BASE COURSE 02612.03.1 FINE GRADING 02612.03.2 BASE COURSE PART II, DIVISION 2 SITEWORK SECTION 02600 PAVING AND SURFACING PAGE 2 Fine grade and roll areas which provide the subgrade surface. Compact to 95% of maximum density. a. Courses - ballast course and keystone course graded to screen percentages. Total 4" minimum thickness or 3" ATB (6" or 5" ATB at drive areas). b. Placing - in one course compacted in accordance with Sections 4- 04.3(4), 4- 04.3(5), and 4- 04.3(6). 02612.03.3 STERILIZATION After final compaction of the base course, uniformly spread herbicide over the entire surface per specifications. 02612.04 SURFACING 02620 CURBS AND GUTTERS 02612.04.1 ASPHALTIC SURFACING 02620.01 TOLERANCES FOR CURBS PART II, DIVISION 2 SITEWORK SECTION 02600 PAVING AND SURFACING PAGE 3 Asphalt to be laid with a self propelled (vibrating or oscillating) type screed. Not less than 2" thick for parking, 4" for drive areas. Apply in accordance with the applicable provisions of standard specifications for Road and Bridge Construction, 1974 Edition. After the initial breakdown rolling of pavement has been completed in conformity to the applicable provisions, the entire paved surface shall be rolled additionally, while the mix is still warm, with a roller of a type approved by the Contractor to provide a smooth and uniform surface. a. The Contractor will be required to adjust slopes and contours between given elevations on the drawings to provide warping of surfaces at any given elevation to eliminate abrupt breaks. b. Keep adjoining and adjacent surfaces free of stains and damage. Remove all blemishes from surfaces damaged as a result of paving work. c. Asphalt paving shall not extend into landscape planter areas further than 6" measured from the inside face of planter curbing. Horizontal alignment, not more than 1/4" in 10 feet. Vertical alignment, top of curb, height from grade, no more than 1/4" when checked with 10 -foot straight edge. 12800 LANDSCAPING PART : :II, DIVISION 2 SITEWORK SECTION. 02800 LANDSCAPING PAGE 1 12800.1 GENERAL Landscaping as required by Tukwila Zoning Code requirements. Include automatic irrigation system. 03100 CONCRETE FORMWORK 03105 FORM LINERS AND COATINGS 03105.01 FORM TREATMENT 03 21 PANEL FORMS 03121.01 MATERIAL 03121.02 WORKMANSHIP 03121.03 FORM TIES PART II, DIVISION 3 CONCRETE SECTION 03100 CONCRETE FORMWORK PAGE 1 Forms shall be coated with approved silicone and phenolic resin coating not detrimental to painting. Forms shall be re- coated as required, not less than each third use, generally, and for every use on exposed walls. Pre -cast Wall Panel Forms - including edge and side forms, shall be nominal 2" standard and better grade lumber. (Grading per WCLB Grading Rules Latest Editions.) Design, construct and erect forms conforming to shape, line and grade shown and of adequate strength to sustain all construction loads without deformation. Panel type forms shall be accurately fabricated and erected to minimize the development of irregularities at panel joint lines. Use only forms in excellent condition on exposed surfaces. Patch forms to be re- used carefully and neatly. Remove projecting nails and concrete residue. Install form strips for jointing in exposed concrete straight, plumb, true to dimensions, with neat intersections. No wood blocking braces or carriers shall be used in forms which will remain in the concrete when forms are removed. Set all form boards and lining horizontal. Ties shall leave no metal within 3/4" of the concrete surface. All tie holes shall be filled with cement mortar placed dry and rammed solid. Ties shall be spaced not over 2 -0" o.c., horizontally and vertically, unless otherwise approved for pre- fabricated forms. 03121.05 CONTROL PART II, DIVISION 3 CONCRETE SECTION 03100 CONCRETE FORMWORK PAGE .2 TOLERANCES FOR BUILDING CONSTRUCTION Maintain the following dimensional tolerances: Footings Minus 1/2 inch plus 2 inches Cast in place walls Minus 1 /4 1/2 inch Slab thickness Minus 1/4 inch plus 1/2 inch Precast wall panel thickness Minus 1/4 inch plus 1/4 inch Height and Width Minus 1/2 inch plus 1/4 inch Check slabs during finishing operations for deviations by use of a 10 -foot long straight- edge. Variations . from established requirements shown on drawings and specified that exceed the tolerances will be considered defective work and will be removed and . replaced at Contractor's expense. 03200.01 SCOPE 03200 CONCRETE REINFORCEMENT PART II, DIVISION 3 CONCRETE SECTION 03200 CONCRETE REINFORCEMENT PAGE 1 Provide reinforcing steel materials and accessories. Installation in accordance with •latest ACI Building Code, unless otherwise specified or indicated. 03200.02 SHOP DRAWINGS The Contractor shall provide complete shop drawings showing all dimensions necessary for fabrication and placing of the reinforcing steel and accessories. The shop drawings shall be complete unto themselves and shall show as a minimum, plans of slab reinforcement, beam elevations, wall elevations, appropriate supporting sections, all in accordance with ACI Standard 315. Shop drawings shall be approved by the General Contractor and coordinated for bolt, insert locations and lifting steel requirements. Each wall panel shall be detailed unless it is exactly typical with others. 032200.03 REINFORCING SPECIFICATIONS The following specifications and standards, latest edition, shall be considered as a part of these specifications. ASTM A 615 Standard Specification for Deformed Billet Steel bars, grades 40 and 60 ASTM A 185 Welded Steel Wire Fabric ACI 315 Manual of Standard Practice Detailing Structures ACI 318 Building Code Requirements CRSI 63 Placing Reinforcing Bars CRSI 65 Placing Bar Supports ‘,. PART II, DIVISION 3 CONCRETE SECTION 03200 CONCRETE REINFORCEMENT PAGE 2 032 0 STEEL BAR AND WELDED WIRE FABRIC REINFORCING 03210.01 BARS a. Deformed - Conform to ASTM A 615 -72, grade 40 & 60* b. Plain- Conform to ASTM A 36. Provide mill tests for all steel utilized in the project. All material shall be clean and free from rust, dirt, and all foreign matter. 03210.02 WELDED WIRE FABRIC Conform to ASTM A 185 -72, gauge and mesh as shown on drawings. 03210.03 FABRICATING AND PLACING 03210.03.1 TOLERANCES a. Fabricating - sheared length; 1" plus or minus. Depth of truss bars; plus 0, minus 1/2" stirrups and ties; 1/2" plus or minus. All other bends; 1" plus or minus. b. Placing - concrete cover to formed surfaces; 1/4" plus or minus. Minimum spacing between bar; minus 1/4 ". Top bars in slabs; members 8" deep or less, 1/4" plus or minus. Members more than 8 "; 1/2/ plus or minus. Crosswise of members; spaced evenly within 2 ". Lengthwise of members; 2" plus or minus. Bars may be moved as necessary to avoid interference with other reinforcing steel, conduit or embedded items. If moved more than one bar diameter, or enough to exceed the above tolerances, obtain approval of the resulting arrangement. 03210.03.2 PLACING Accurately position reinforcement, support and wire together to prevent displacement by construction loads or placing of concrete; concrete blocks may be used for support on ground. Provide approved bar chairs and spacers over formwork. Where the concrete surface will be exposed to the weather in the finished structure, or where rust would impair architectural finishes, the portions of all accessories in contact with theformwork shall be stainless steel or galvanized metal with plastic covered legs. 03210.03.3 OTHER Offset vertical bars in columns at least one bar diameter at splices. Furnish templates for all column dowels. No bending of reinforcement after being partially embedded in hardened concrete without approval of Architect. Splices; lap all bars 30 diameters or as noted on drawings. 03210.03.4 COVER OF REINFORCING PART II, DIVISION 3 CONCRETE SECTION 03200 CONCRETE REINFORCEMENT PAGE 3 All reinforcing shall be covered as follows, unless noted otherwise on structural drawings. Unformed surfaces against earth Formed surfaces against earth Surfaces exposed to weather -beams or columns Precast panels, unless noted otherwise 3" clear 2" clear 1 -1/2" clear centered 03300 CAST -IN -PLACE CONCRETE 03300.01 GENERAL 03300.01.1 BUILDING CODE PART II, DIVISION 3 CONCRETE SECTION 03300 CAST -IN -PLACE CONCRETE PAGE l Conform to the equirements of the Uniform Building Code for Concrete, as supplemented and modified herein and latest edition of ACI Building Code. 03300.01.2 LINES AND LEVELS Employ experienced surveyor to pick up established reference points and to provide all necessary building lines. 03300.01.3 SHOP DRAWINGS Submit in accordance with "General Conditions." 03300.01.4 DIMENSIONS AND COORDINATION Verify and maintain dimensions and elevations as established. Coordinate architectural, structural, mechanical and electrical drawings to insure correct and complete installations of embedded items, sleeving and other requirements. Notify subcontractors in sufficient time to properly plan work. Particular care shall be exercised regarding pipes, conduits, etc., to be embedded in slabs. 03300.01.5 ULTIMATE STRENGTH DESIGN METHOD 03300.02 MATERIALS 03300.02.1 CEMENTS The ultimate strength design method was utilized in the analysis and proportioning of members or the structure in accordance with the ACI Building Code. Contractor shall note the importance of adequate strength control in the handling of all concrete. Portland Cement Type I or Type II or Type III conforming to ASTM C- 150 -73a. 03300.02.2 ADMIXTURES 03300.02.3 AGGREGATES a . PART II, DIVISION 3 CONCRETE SECTION 03300 CAST -IN -PLACE CONCRETE PAGE 2 Follow manufacturer's directions for control. Calcium chloride per ASTM D98 -68, up to 1% by weight of the cement, may be used as an accelerator during' cold weather. 03300.02.2 ADMIXTURES, continued Concrete mix shall provide for an air - entraining agent and a water reducing densifier meeting the ASTM Specifications C494 -71 as approved by the Engineer. Follow manufacturer's directions for control. Shall be clean, hard, durable, well graded gravel or crushed stone conforming to ASTM C- 33 -71a with a maximum 1 -1/2" for slab construction. Maximum aggregate size may also be 1 -1/2" for footings. 03300.02.4 WATER Water shall be clean and fit to drink. 03300.02.5 CONCRETE BOND Dewey & Almay "Daraweld," Larson Products Corporation "Weld- Crete" or approved equal. 03300.02.6 PROPORTIONING AND MIXING General - Contractor shall proportion mix to obtain required strength within limits shown. He shall make minor adjustments as required to demonstrate slump, workability, finish and strength prior to placing any concrete within building area. Trial mixes shall be made and tested to establish concrete strengths at Contractor's expense, or test reports for mix designs used on previous projects may be submitted for approval. b. Concrete Mixes refer to General Structural Notes PART II, DIVISION 3 CONCRETE SECTION 03300 CAST -IN- PLACE CONCRETE PAGE 3 03300.02.7 MIXING AND TRANSPORTING Ready -mix concrete conform to ASTM C94 -72; use agitator type trucks for transporting concrete. Place concrete within 1 -1/2 hours after introduction of water. Obtain approval of all batch mixing at site by Structural Engineer. 03300.02.8 RETEMPERING Mix only in quantities for immediate use. No retempering permitted; discard concrete which has set. Adjust no mixes without approval of architect. 03300.03 JOINTS, EMBEDDED ITEMS AND WATER STOPPAGES 03300.03.1 CONSTRUCTION JOINTS Provide construction joints as shown on drawings. Clean joints to provide bond before next pour. 03300.03.2 SHRINKAGE JOINTS Provide shrinkage joints as shown on drawings. Cut . shrinkage joints no later than 24 hours after concrete placement. 03300.04 PLACING 03300.04.2 DEPOSITING - GENERAL Deposit continuously or in layers of such thickness as to prevent the formation of seams or planes of weakness within the section; if a section cannot be placed continuously, form a construction joint and locate in an approved manner. Place concrete at such a rate that concrete which is being integrated with new concrete is still plastic. Place no concrete which has hardened or that has been contaminated with foreign matter. Remove temporary spreaders from forms when concrete placing has reached an elevation rendering practicable its final position to avoid segregation due to rehandling for flowing; take every precaution to avoid segregation. Consolidate all concrete by vibration; work concrete thoroughly around reinforcing, embedded items, and into corners of forms. Use only mechanical vibrators, 7000 revolutions per minute, operated by competent workmen; do not over- vibrate or use vibrators to transport concrete within forms. Vibrate at regular intervals, 18 to 30 inches apart for periods of from 5 to 15 seconds duration; keep operable spare vibrator on site during placing operations. Consolidation of slabs may be obtained by approved bridge screeds or rollers. 03300.04.3 EXTERIOR FOOTING POURS PART.II, DIVISION 3. CONCRETE SECTION 03300 CAST -IN- PLACE CONCRETE PAGE 4 Prepare for pour by leveling and compacting earth. Rake accurately, support and anchor securely all reinforcement and embedded items. Remove all concrete left on reinforcing from previous pours. Wet forms or coat as required. 03300.04.4 SLAB ON GRADE POURS 03300.04.5 WEATHER CONDITIONS 03300.04.6 SLAB ON GRADE, SUB -BASE 03305 CURING AND PROTECTION 03305.01 GENERAL PART II, DIVISION 3 CONCRETE SECTION 03300 CAST -IN -PLACE CONCRETE PAGE 5 Place accurately, support and anchor securely all reinforcing and embedded items. Clean forms and coat as required. Slab sections shall be cast between joints as indicated on the plans. Verify and obtain approval from Architect regarding all field changes proposed. Place no concrete when temperature is predicted to fall below 40 degrees within the succeeding 24 hours, unless approved means of protecting the concrete is provided per ACI 306 - latest edition. Place no concrete when temperature is predicted to exceed 80 degrees, except as approved. Place no concrete during rain, sleet, or snow unless adequate protection is provided and approval obtained. When mean daily temperature falls below 40 degrees fahrenheit, the minimum temperature of concrete as placed shall be 50 degrees fahrenheit. Concrete placed in hot weather shall have temperature which will not cause difficulty from loss of slump, flash set, or cold joints per ACI 605 - latest edition. All interior slabs on grade shall be placed on free draining material. Protect freshly deposited concrete from premature drying and excessively hot and cold temperatures; maintain without drying at a relatively constant temperature. Wet form surfaces in contact with the curing concrete and heated by the sun and maintain in damp condition until concrete has cured. During curing period protect concrete from shocks or vibration caused by mechanical equipment. 03310.01.3 EXTERIOR STAIR TREADS AND LANDINGS 03310 CQNCRFTE 03310.01 FINISHING CONCRETE 03310.01.1 CONCRETE FLOOR, STEEL TROWELED FINISH Screed accurately to proper elevations without irregularities. Allow concrete time to bleed naturally before working. Float to compact plastic mass using motor driven metal disc type float. Do not overwork. Finish with a motor driven steel trowel, performing final troweling after surface is hard enough to ring under the trowel. Retain moisture in slab surface during finishing. Provide a fog spray over finish area in dry or windy weather. Contractor must have on hand a hose and spray nozzle. Finish shall be accurate to within 1/4 ", plus or minus, on any 20 foot square area, permitting only 1/8" clearance, plus or minus, using a 10 foot straight edge. Take special care to finish slab around heating outlets, conduit or plumbing stacks, level and true with the main area of the slab. Use of dry cement to . remove free water is prohibited. 03310.01.2 VERTICAL SURFACES NOT EXPOSED PART II, DIVISION 3 CONCRETE SECTION 03300 CAST -IN- PLACE CONCRETE PAGE 6 Remove all form ties. Clean out honey - combed sections and patch all pockets and holes with grout. Shall be pre -cast concrete stairs as, shown on drawings, or approved equal. 03400 PRECAST CONCRETE 03411 TILT -UP WALL PANELS 03411.01 GENERAL It is expected that the contractor shall utilize the building floor slab for a casting bed. Contractor shall exercise extreme caution in placing any lifting equipment on the slab that might cause damage. All damaged slab areas shall be repaired to the satisfaction of the Architect. 03411.02 SHOP DRAWINGS Provide separate and complete shop drawings for all precast panels. Drawings shall indicate all inserts for lifting, strong backs, embedded items, structural steel connections, etc., necessary for checking. Approval of shop drawings does not remove Contractor's responsibility to place and connect panels without damage. 03411.03 TILT -UP FINISHES All panels shall be light broom finish on flat interior surfaces. All panels shall be as shown on the drawings. Remove form ties, fins, and projections. Clean all irregularities and patch flush. Sack all surfaces with grout mixture of sand and cement to a fine, even texture filling all voids inside and out. Set reinforcing, lifting inserts, etc. 03411.04 BOND BREAKERS 03411.04.1 MATERIALS PART II, DIVISION 3 CONCRETE SECTION 03400 PRECAST CONCRETE PAGE 1 Concrete pre -cast elements shall be accurately formed reinforced, placed, and erected. Parting compound shall be used for smooth portions, in accordance with manufacturer's recommendations. 03411.06 ERECTION 03411.08 OPENINGS 03411.05 TILT -UP HARDWARE 03411.07 CONNECTIONS 03411.09 DAMAGED PANELS PART II, DIVISION 3 CONCRETE SECTION 03400 PRECAST CONCRETE PAGE 2 Lifting inserts, bracing inserts, etc., shall be as manufactured by Superior Concrete Accessories or approved equal. Insert location shall be in accordance with the manufacturer's recommendations. Wall panels shall not be erected until the concrete has attained a minimum strength of 2200 psi as determined by concrete test cylinders. Panels shall be tilted and set down on footings. Shim as required for straight and true appearance. Provide all necessary equipment, clamps, and shores to maintain stability and accurate positioning until building is laterally braced by permanent construction. The Contractor shall be responsible for the safety of the panels during the erection and shall furnish any additional reinforcing steel that may be required to prevent cracking of panels during erection. Verify adequate panel strength before lifting by job cured cylinders. All panels shall be joined by welding or as is indicated on the drawings. All welders shall be currently certified. Welding of rebar shall be in accordance with ACI Standards and Bethlehem Steel Company Publications, "Welding of Concrete Reinforcing Bars." The Contractor shall take special care to coordinate this work with the mechanical and electrical contractors and to provide such openings in the panels as may be required. All panels damaged, or cracked, during the erecting procedures shall be replaced, or repaired, at the direction of the engineer at Contractor's expense. Fill any cracks, voids around structural steel connections with grout. .. . . .,•. ,• • . - . . . —, ,.... ''.',. . ,', : . . .,. . . . • „ •. . ... ..,. , . • • •• •, ,. " '-,• .,,, . ,...„ ...„... . , . . . . 03411.19 PROTECTION OF PANEL CONNECTIONS PART II, DIVISION :3 CONCRETE SECTION 03400 PRECAST CONCRETE PAGE 3 Exposed rebar or welds below grade to be protected from corrosion by 2" concrete cover or two coats of bituminous paint. 05100 STRUCTURAL METAL FRAMING 05100.01 GENERAL 05100.03 WELDING PART II, DIVISION 5 METALS SECTION 05100 STRUCTURAL METAL FRAMING PAGE 1 Furnish and install all metal structural steel, and miscellaneous metal including pre- fabricated units in accordance with the drawings. Furnish and install all necessary steel supports as required for installation of mechanical and other equipment. Coordinate all structural connections with pre -cast panel work. Field alteration to accommodate various trades is prohibited unless specifically authorized by Architect. 05100.02 SHOP DRAWINGS Submit shop drawings in accordance with General Conditions. Shop drawings shall clearly show all members, locations, connections, attachments, openings, and miscellaneous in order to completely define work. Coordinate and integrate steel shop drawings with pre -cast panel drawings as affecting exterior wall panels. Drawings shall be prepared by an experienced detailer in accordance with the American Institute of Steel Construction publication "Structural Steel Detailing." Welding electrodes and procedures shall conform to building construction of A.W.S. 1969. Welding shall be continuous and uniform. Particular care shall be utilized to avoid damage to concrete encasing embedded items to be welded. All faulty welds, slab inclusions, surface cracks shall be ground out and replaced to the satisfaction of the Architect. 05100.03.1 CERTIFIED WELDERS A.W.S. certified welders shall be used for all welding work. 05100.04 PAINTING 05120 STRUCTURAL STEEL 05120.01 GENERAL PART II, DIVISION 5 METALS SECTION 05100 STRUCTURAL METAL FRAMING PAGE 2 All structural steel members shall be shop painted unless embedded in concrete. Pre -treat steel by removing all loose mill scale, flake rust, oil, dried splatter from surfaces to be painted. Cleaning shall be by suitable power tools or by shot blasting to secure positive paint bond. Areas to be field welded shall be blocked out to avoid paint coverage. Shop paint shall conform to Federal Specification TT -P -86a Type II iron oxide primer with raw linseed oil alkyd vehicle. Apply in accordance with standard practice. Provide one coat of metal primer. For final painting see Division 9, Section 09900. Contractor shall provide all anchor bolts, plates, sleeves, shelf and other incidental items necessary to complete installation of columns, beams, girders, and bracing. All structural steel shall conform to the current specifications of the American Institute of Steel Construction for design, fabrication, and erection of structural steel for buildings. All material shall meet ASTM A -36. Bolts shall meet ASTM Standard A -307. Provide all miscellaneous material including stair treads, landings, handrails, sleeves, bolts, and all embedded items necessary to complete work. Material would include stairs, hollow metal doors, and frames. 05120.02 WOOD NAILERS Where wood nailers are applied to steel members provide 3/8" Nelson studs at 24" o.c. PART II, DIVISION 5 METALS SECTION 05500 METAL FABRICATION PAGE 1 05500 METAL FABRICATION 05500.01 GENERAL Provide and install steel stairs, railings, ladders and downspout guards. 05500.01.1 SHOP DRAWINGS Submit complete shop drawings as provided in general conditions. 05500.02 PRODUCTS 05500.02.1 MATERIAL a. Steel Structural Shapes: ASTM A36 b. Pipe: ASTM A53 05500.03 FABRICATION 05500.03.1 GENERAL 1. Coordinate with connecting work. 2. Weld in conformance to AWS (American Welding Society). D1.1. 3. Connection: a. Shop Connections - weld, grind smooth. b. Field Connection - bolt unless otherwise detailed. c. Punch and drill holes, do not cut with torch. 05500.03.2 PIPE RAILINGS 1. Bend curves fair and true without deformation. 2. Cope and weld connections, grind smooth. 05500.03.3 ROOF ACCESS LADDERS 1. Fabricate ladders to conform to the Washington Industrial Safety and Hazard Act. 06100 ROUGH CARPENTRY 06100.01 GENERAL 06100.01.1 GRADING RULES 06100.01.2 PROTECT ALL MATERIAL 06100.01.2 PROTECT ALL MATERIAL 06110.01 WORKMANSHIP 06110.01.1 FRAMING a. PART II, DIVISION 6 WOOD AND PLASTICS SECTION 06100 ROUGH CARPENTRY PAGE 1 For soft wood use WCLB #16 grading rules. For hardwoods use Commercial Standards CS60 -48; for soft plywood use U.S. Product Standard P.S. 1 -74; for cedar lumber use Western Red Cedar Lumber Association. Each piece of soft wood lumber or soft wood plywood shall bear the grade mark, tradewood and mill identification mark and trade association make -up on it. Protect all material stored at the site by blocking off the ground, or surfacing and by maintaining a waterproof covering protecting the top and all sides. 06100.01.3 CONNECTIONS Provide all connections and connection material as shown on drawings. Where nailing is not called out on drawing, nailing shall correspond to Table 25 -p of the U.B.C., 1973 edition. Machine nailing may be utilized provided nail penetration and size is identical to that shown on drawings. Unless otherwise shown, studs shall be spaced 16" o.c. Typical partitions shall have a double plate at the top and a single plate at the bottom and fire stopped at 10/ -0 ". Roof Framing - as shown on structural plan. b. Wall Openings - shall have double members overhead supported on cripples at the jambs. Wide openings are detailed. c. Partial height partition - shall be braced at unsupported ends with steel brackets. e. 06110.01.1 FRAMING, continued d. Provide all necessary blocking and /or studs for . fastening of all finish items and for nailing of sheet material on all interior and exterior stud walls. Fasten member to adjacent masonry, concrete studs or bolts. Provide nailing members at both planes of all . interior and exterior angles. Nailers - to steel framing where wood is to be applied shall be minimum 1 -1/2" thick fastened with 3/8" Nelson type studs welded to the steel 24" o.c. or bolted. PART II, DIVISION 6 HOOD AND PLASTICS SECTION 06100 ROUGH CARPENTRY PAGE 2 06171 GENERAL 06171.01 SCOPE 06171.02 SUBMITTALS DIVISION 6 LAMINATED WOOD SECTION 06170 PAGE 1 A. Work included: Furnish, fabricate, mark for erection identification, pack, crate, or otherwise properly prepare ford shipment, and ship to the site all indicated on the drawings, described in these Specifications, or otherwise required for proper completion of Work. Verify and check all dimensions on contract drawings. A. Shop Drawings: Provide complete shop drawings as provided for in General Conditions. Drawings shall be complete and show all connections and relationship of assembly to structural steel fittings, bracing and exterior wall panels. 06171.03 PRODUCT HANDLING A. Store Beams: Blocked up off the ground. If beams, purlins or other roof members are delivered more than 2 weeks before scheduled for installation, cover with Visqueen. Material stored on site, or installed, must be protected from any weather damage. 06171.04 REFERENCES A. Standard Specifications: AITC & U.S. Commercial Standard CS 253 -63 and U.B.C. Standard No. 25 -10. B. Verify Standards called for on structural drawings and notify Architect of any discrepancies. 06172 PRODUCTS 06172.01 MATERIALS A. Lumber and Grading: Douglas Fir Coast region, graded in accordance with WCLB Grading Rules #15, latest edition. Grades of individual laminate may be varied to conform with U.B.C. combinations. 06172.01 MATERIALS - continued DIVISION 6 LAMINATED WOOD SECTION 06170 PAGE 2 B. Moisture Content: Kiln dried material shall contain not less than 8% and not more than 15% moisture at the time of gluing, with moisture distribution as uniformly as practical within the individual piece. Fabricator shall furnish to the Engineer at the time of delivery a certificate of an independent agency covering the moisture content of materials at the time of fabrication. C. Glue Specifications: All glues shall be casein type, water and mold resistant meeting the requirements of classification of Type II of the Uniform Building Code Standard 25- 19 -73. Fabricator shall certify that all glues and gluing conforms to U.B.C. Standards. Should any delimitation cracks appear, the supplier shall perform at his expense proof testing to verify integrity of members. 06173 EXECUTION 06173.01 LAMINATION OF MATERIALS A. Preparation of Material: Clean prior to gluing, accurately machine finish to 1/64" tolerance, free from deformation preventing intimate contact of glued surfaces. B. Fabricator's Qualifications: Gluing shall be performed by a qualified fabricator with all work supervised by experienced personnel employing best modern shop practice. Enclosed facilities shall be available and in regular use, providing for protection and temperature and moisture control of the fabricated members. Mechanical equipment shall be used to spread glue to the uniform thickness recommended by the glue Manufacturer. C. Assembling of Materials: Glued assemblies shall be clamped at the spacing required to secure uniform pressure of not less than 75 psi over the entire area. End joints surfaces shall be suitably pinned prior to clamping to prevent movement under pressure. Nailing in lieu of clamping is prohibited. DIVISION 6 LAMINATED WOOD SECTION 06170 PAGE 3 06173.02 FABRICATION OF LAMINATED MATERIALS A. Grading Assembly: All beams and girders shall be as shown on structural Drawings and meet U.B.C. Requirements Table 25 -C -1. All columns shall be combination of the same table. All fabrication regarding cutting and finger joints shall be to current A.I.T.C. Standards and have A.I.T.C. or independent inspection verifying that these standards are met. B. Finish of Materials: Principal girders and beams shall be finished to Industrial Appearance Grade. All faces shall be sealed with sealer coat, including trimmed ends. C. Identification: A11 pieces shall be suitably marked to identify their intended use and location in the completed structure. 06173.03 ERECTION AND INSTALLATION A. Handling Materials: Care shall be taken to prevent damage to fabricated pieces during storage or handling. B. Installation: Install, connect and secure members accurately to elevation, dimension and alignment. Make sure that all members are seated squarely and evenly on bearing surfaces. No glue laminated material shall be left exposed to the weather which would result in stains or damage of any kind. DIVISION 6 FINISH CARPENTRY SECTION 06200 PAGE 1 06201 GENERAL 06201.01 SCOPE A. Work Includes: 1. Install plastic laminate faced casework. 2. Install wood doors. 3. Install finish hardware. 4. Furnish and install items of finish carpentry not elsewhere specified. B. Work Specified in Other Sections: 1. Plastic Laminate Faced Casework - Section 12300. 2. Wood Doors, Furnished - Section 08200 3. Finish. Hardware, Furnished - Section 08700 06201.02 APPLICABLE PUBLICATIONS A. General: Publications of the issues listed below, but referred to thereafter by basic designation only, form a part of this specification to the extent indicated by references thereto. B. Architectural Woodwork Institute (AWI): Architectural Woodwork Standards and Guide Specifications. C. Federal Specifications: FF -8 -588 Bolt, Toggle: and Expansion Sleeve, Screw FF -N -105 Mails, Brads, Staples and Spikes: Wire, Cut and Wrought FF -S -111 Screw, Wood FF -S -325 Shield, Expansion; Nail Expansion; and Nail, Drive Screw (Devices, Anchoring, Msonry) DIVISION 6 FINISH CARPENTRY SECTION 06200 PAGE 2 06201.03. PROTECTION A. Deliver materials to the jobsite AFTER building is enclosed, heated and dry; store inside. Provide suitable cover to protect from moisture or other damage during shipping, handling and storage. 06202 PRODUCTS 06202.01 MATERIALS A. Fasteners: 1. Expansion Shields: FF -S -325, Type I, Group III, self - drilling. 2. Toggle Bolts: FF -8 -588 3. Wood Screws: FF -S -111 4. Nails, General: FF -N -105; box, except common where shown. 5. Nails, Interior Trim: FF -N -105; casing or finishing Miscellaneous: 1. Glue, Interior use: Moisture resistant 2. Sealer, Interior use: Shellac,. TT -S -300 3. Miscellaneous Millwork - Red Oak 06203 EXECUTION 06203.01 INSTALLATION A. General: DIVISION 6 FINISH CARPENTRY SECTION 06200 PAGE 3 1. Make all work rigidly and permanently secure. 2. Provide all necessary nails, screws, and other features for a complete job. 3. Conceal fasteners where practicable. Where fasteners must be exposed, arrange for neat finished appearance. B. Architectural Woodwork: 1. Install according to approved details. 2. Tolerances according to AWI Standards apply to installation. C. Running Trim: 1. Install in longest practicable lengths. Glue all joints. 2. Interior Trim: Miter outside corners, cope inside corners, scarf running joints at 450 3. Exterior Trim: Square or weather cut joints. D. Finishing: 1. Sand finish work carefully after installation, leave smooth and clean. 2. Ease exposed edges and corners slightly round. 3. Set nail heads to receive putty. 06203.01 INSTALLATION - continued E. Wood Door Installation: 1. Fitting: a. Trim doors to fit clearance at both inch at bottom. b. Bevel latch stile inch. c. Ease all edges. d. Make required cutouts accurately. DIVISION 6 FINISH CARPENTRY SECTION 06200 PAGE 4 frames with 1/16 -inch jambs and head, and 3/8- to clear to jamb by 1/16- for hardware 2. Sealing: Immediately after fitting, completely seal all cuts. F. Hardware Application: Refer to Section 08700 Finish Hardware 1. Wood Doors in Metal Frames: Match locations in frames. 2. Apply according to manufacturer's printed instructions. Use all necessary templates and jigs to assure perfect fit. 3. Adjustment: Immediately before final acceptance operate and adjust all hardware. Lubricate and ease for perfect operation. 4. Inspection, Delivery: After adjustment demonstrate to Construction Engineer that each item works perfectly, performs intended function and that tagged, keys operate respective locks. 5. Make all corrections required by adjustment or replacement at no additional cost to the Owner. 6. Deliver tagged keys to Construction Engineer upon acceptance of finish hardware installation. 07201 GENERAL DIVISION 7 INSULATION SECTION 07200 PAGE 1 07201.01 SCOPE A. Provide and install building insulation as shown on drawing and as specified 07201.02 INSPECTION: Examine all subsurfaccs to receive work of this Section. Report in writing to General Contractor,with a copy to Architect, any conditions detrimental to Work of this Section. 07201.03 DELIVERY AND STORAGE: Deliver materials to job in Manufacturer's original unopened packaging. Adequately protect against damage while stored at the site. Deliver so that stocks of materials on the site will permit uninterrupted progress of the Work. 07201.04 PROTECTION: Take precautions to protect all insulation, both during and after installation, from damage of any kind until covered. 07202 PRODUCTS 07202.01 MATERIAL A. Board Insulation: 1. Foundation Perimeter: water resistant polystyrene. ASTM C578 -85, Type IV. Thickness as required. Minimum "R" value of "8" per ASTM C- 518 -76. 2. Walls: Foil faced, glass fiber reinforced, polyisocyanurate foam core. To comply with federal Specification HH -1- 1972/1 Class 2. Minimum "R" value of "11 ", per ASTM C- 518 -76. 07202.01 MATERIAL - continued B. Glass Fiber Insulation: DIVISION 7 INSULATION SECTION 07200 PAGE 2 1. Exposed: Foil- reinforced kraft facing with flame spread rating of 25 and smoke density of 50 to comply with property requirements of ASTM C -665- 84, Type III, Class A. 2. Concealed: Kraft faced light density. Comply with ASTM 665 -81, Type II, Class C. "R" value per Drawings and per ASTM C -518. C. Sound Attenuation Blankets: Unfaced with flame spread rating of 25 and smoke density of 50 to conply with property requirements of ASTM C- 665 -84, Type I. Thickness 3 -1/2" unless otherwise indicated. D. Safing Insulation: Fed. Spec. HH- 1 -558B. Form B. 07203 EXECUTION 07203.01 INSTALLATION A. Thermal and Acoustical Batts and Blankets: 1. Install insulation in strict conformance with Manufacturer's printed instructions. 2. Fit insulation between framing members behind electrical receptacles and piping to form a completely insulated area. 3. Insulation with stapling tabs shall be stapled to the wood framing at 8 inch to 12 inch centers. 4. Insulations faced with kraft and FRK foil reinforced kraft vapor barriers shall be installed with facing to the warm - winter side. 5. Do not install fiberglass insulation on top of or within 3 inches of recessed light fixtures. 6. Exposed flame spread 25 foil reinforced kraft facing under roof deck. Wire, pin or staple in accordance with Manufacturer's instructions. • . . Rigid Insulation: I. Install in strict conformance with Manufacturer's printed instruction. C. Sating Insulation: I. Provide between floors at exterior wall and floor penetrations, for utilities or otherwise. Seal all openings and insulation joints. 2. Install per Manufacturer's recommendations. ' '' ' , ,. .■ . . . . . . , .. . . . . . . . DIVISION'7 INSULATION SECTION 07200 PAGE. 3 Thermal and Acoustical Batts and Blankets: - continued 7. Sound Attenuation Blankets: Friction fit between studs, vertically. When heights exceed 8', . • supplementary support is necessary. In accordance with Manufacturer's instructions, horizontally on top of lay-in panels butt together. • Do not install within 3" of recessed • light fixtures. , 07201 GENERAL 07201.01 SCOPE A. Provide and install building insulation as shown'on Drawing and as specified. 07201.02 INSPECTION: Examine all subsurfaces to receive work of this Section. Report in writing to General Contractor, with a copy to Architect, any conditions detrimental to work of this Section. 07201.03 DELIVERY AND STORAGE: Deliver materials to job in Manufacturer's original unopened packaging. Adequately protect against damage while stored at the site. Deliver so that stocks of materials on the site will permit uninterrupted progress of work. 07201.04 PROTECTION: Take precautions to protect all insulation, both during and after installation, from damage of any kind until covered. 07202 PRODUCTS 07202.01 MATERIAL A. Board Insulation: DIVISION 7 INSULATION SECTION 07200 ALTERNATE BID PAGE 1 1. Foundation perimeter: Water resistant polystyrene. ASTM C578 -85, Type IV. Thickness as required. Minimum "R" value of "8" per ASTM C- 518-76. 2. Walls: Foil faced, glass fiber reinforced, polyisocyanurate foam core., To comply with Federal Specification NH -1- 1972/1, Class 2. Minimum R value of "11 ", per ASTM C- 518 -76. DIVISION INSULATION SECTION 07200 ALTERNATE BID PAGE 2 • 07202.01 MATERIAL - continued B. Glass Fiber Insulation: 1. Exposed: a. Foil-reinforced kraft facing with flame spread rating of 25 and smoke density of 50 to comply with property requirements of ASTM C-665-84, Type III, Class A. Roofing R value of "11" in warehouse and R value of "30" in office area, in accordance with ASTM C-518, or b. Thermal insulation shall be a layered aluminum foil insulation utilizing a 1" air space between each layer. Roifoil, complying with Fed. Spec. NH-1-1252B and PS 46-71. Min. R-11 in warehouse, and R-30 in office area. Number of layers as required to meet minimum A-value flame spread rating of 25 and smoke density of .50 to comply with requirements of ASTM C-665-84. All as manufactured by Roy & Sons, "I Inc., 5455 N. Irwindale Ave., Irwindale, CA 91706. 2. Concealed: Kraft faced light density. Comply with ASTM 665-81, Type II, Class C. A-value of "11" per ASTM C-518. C. Sound Attenuation Blankets: Unfaced with flame spread rating of 25 and smoke density of 50 to comply with property requirements of ASTM C-665-84, Type I. Thickness 3-1/2" unless otherwise indicated. D. Safing Insulation: fed. Spec. HN-1-5580, Form B. DIVISION 7 INSULATION SECTION 07200 ALTERNATE BID PAGE 3 07203 EXECUTION 07203.01 INSTALLATION A. Thermal and Acoustical Batts and Blankets: 1. Install insulation in strict conformance with Manufacturer's printed instructions. 2. fit insulation between framing members behind electrical receptacles and piping, to form a completely insulated area. 3. Insulation with stapling tabs shall be stapled to 'the wood framing at 8 inch to 12 inch centers. 4. Insulations faced with kraft and FRK foil reinforced kraft vapor barriers shall be installed with facing to the warm -in- winter side. 5. Do not install fiberglass insulation on top of or within 3 inches of recessed light fixtures. 6. Exposed flame spread 25 foil reinforced kraft facing.under roof deck. Wire, pin or staple in accordance with Manufacturer's instructions. 7. Sound Attenuation Blankets: Friction fit between studs, vertically. When heights exceed 8', supplementary support is necessary. In accordance with Manufacturer's instructions, horizontally on top of lay -in panels butt together. Do not install within 3" of recessed light fixtures. B. Rigid Insulation: 1. Install in strict conformance with Manufacturer's printed instruction. DIVISION 7 INSULATION SECTION 07200 .ALTERNATE BID PAGE 4 07203.01 INSTALLATION - continued C. Safing Insulation: 1. Provide between floors at exterior wall and'floor penetrations, for utilities or otherwise. Seal all openings and insulation joints. 2. Install per Manufacturer's recommendations. D. Roifoil: 1. Install per Manufacturer's instructions to meet required R values. p0 NOT INSTALL until moisture content of roof structures reaches 13% or less. Notify Architect before starting installation. 07500 07501 07501.01 07501.02 GUARANTEE 07501.04 07501.04.1 07501.04.2 07501.04.3 PART II, DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07500 MEMBRANE ROOFING WITH RIGID INSULATION PAGE 1 MEMBRANE ROOFING WITH RIGID INSULATION GENERAL SCOPE Provide all Built -Up Roofing work complete and in place, as shown on Drawings and as specified herein. In addition to "General Conditions" requirements, deliver to Architect for transfer to Owner, prior to final payment for the work, a written guarantee, signed by both contractor and installing sub- contractor, agreeing to maintain all roofing and flashing materials in a water -tight condition for at least two years from the date of completion of the work, at no cost to Owner. Further guarantee that all workmanship and materials of the total roof assembly are as specified and as recommended by the manufacturer. 07501.03 REFERENCE STANDARDS Have all work done by Certified Roofing Contractors (CRC) approved by the manufacturer of the materials applied. Install materials in strict accordance with manufacturer's recommendations and all standards specified herein and listed in the Special Conditions. SUBMITTALS Manufacturer's specifications and other data as necessary to demonstrate compliance with specified requirements. Manufacturer's recommended methods of installation. Complete list of all items proposed for furnishing and installing under this section. 07501.05 INSPECTIONS PART II, DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07500 MEMBRANE ROOFING WITH RIGID INSULATION PAGE 2 07501.05.1 Roof installation shall be subject to continuous inspection by a recognized testing laboratory hired and paid for by the Owner. Examine all areas and conditions under which the work of this section will be installed. Correct any conditions detrimental to the Architect's approved . completion of the work. Do not proceed until unsatisfactory conditions have been corrected. 07501.06 MATERIALS HANDLING 07501.06.1 Deliver all packaged materials to the site in their original unopened containers with all labels intact and legible at the time of inspection. 07501.06.2 Store all materials as to protect them from damage, wetness, contact with earth and exposure to the elements. Wet or damp material will be removed from the jobsite. 07501.06.3 Materials designated for a specific application shall be the products of a single manufacturer or approved in writing by the Built -Up Roofing membrane manufacturer. 07501.07 COORDINATION Work closely with Sheet Metal, Plumbing and Mechanical Contractors, as well as any other adjacent trades. Whenever water - tightness of the roofing work is dependent on the work of other trades, supervise the . finished installation. 07501.08.1 Review roof detail drawings and specifications and all factors pertaining to the roofing application at a jobsite meeting. General Contractor to arrange meeting with roofing inspection, roofing contractor, Architect's representative and built -up roofing manufacturer's representative present. 07501.08.2 Submit a report including any revised details to Architect. Incorporate any revised details approved by Architect in the project at no additional cost to Owner. 07501.08.3 07501.10 07501.11 07501.12 PRE - APPLICATION REQUIREMENTS Notify Architect at least 48 hours before work. PREPARATION starting PART II, DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07500 MEMBRANE ROOFING WITH RIGID INSULATION PAGE 3 Verify that all sub - surfaces are smooth, dry, clean and free from sharp projections and depressions, graded to outlets, and that all metal fittings are in place prior to start of roofing installation. WEATHER Conduct no roofing operations when water in any form is present on the deck or when materials are damp, wet, or certain to be wetted by the elements. CONSTRUCTION TRAFFIC Roofer and General Contractor shall protect materials and take precautions to prevent ohter trades from damaging roof during and after installation. Repair any torn or punctured materials before roofing over. Use runways over material in place. WATERSTOPPING At the end of each day's work, the work performed during that day shall be sealed at the edges and well covered to prevent moisture from getting under the material. All roofing materials used for water stops to be cut away and removed prior to starting new work. 07502 PRODUCTS 07502.01 BUILT -UP ROOFING PART II, DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07500 MEMBRANE ROOFING WITH RIGID INSULATION PAGE 4 07502.01.1 Roofing Manufacturer: Roofing materials shall be as manufactured by Owens- Corning Fiberglas or equal per their specifications (41 -IS) or (31 -IC) with an available 10 year material and labor guarantee, having Underwriters Laboratories, Inc., Class "B" rating. All flashings at perimeter edges and all roofing penetrations shall be the Mineral Surfaced Cap Sheet system in accordance with the manufacturer's printed details for guaranteed roof systems. 07502.01.2 Roof Insulation: Owens - Corning OC foam board or approved equal for guaranteed roof system. Provide 3/4 inch thick perlite board over the warehouse roof area. Office area roof insulation to provide an overall Thermal Resistance of R -19, Federal Specification HH- 1- 1972/2. 07502.01.3 Vapor Retarder: To be Vaperstop manufactured by Fortifiber. 07502.01.4 Insulation Fasteners: None - mop in as recommended by the manufactureer for a guaranteed roof system. 07502.01.5 Roof Surface: Aluminized emulsion coating or mineral cap sheet applied in accordance with Owens - Corning Fiberglas specifications. 07503 EXECUTION 07503.01 INSULATION APPLICATION 07503.01.1 Delay application until all other trades have completed work requiring them to transverse the completed roof with equipment, where practical. 07503.01.2 Vapor retarder to be VaperStop by Fortifiber to be lapped a minimum of 2" at side laps and 4" at end laps. Attachment to the deck to be stapled utilizing nylon hold -down strips as approved by the manufacturer. 07503.01.3 R -19 polyisocyanurate roof insulation shall be laid over vapor retarder in a double layer application. Staggering the insulation board so that joints are offset from the preceding layer a minimum of 6" both ways. No more insulation shall be applied than can be completely covered with the required membrane on the same day. Mechanically attach the vapor retarder with factory approved fasteners in accordance with FM requirements. Mop in both layers of insulation over vapor retarder. 07503.02 07503.02.1 07503.02.2 07503.02.3 07503.02.4 07503.03 ROOFING APPLICATION PART II, DIVISION 7 THERMAL AND MOISTURE PROTECTION 'SECTION 07500 MEMBRANE ROOFING WITH RIGID INSULATION PAGE 5 Deck shall be firm, clean, dry and smooth. Repair any damage to the insulation prior to roofing. Application of Base Ply: Apply Perma Ply No. 28 Base Ply with 2" side laps and 3" end laps. Spot mop base ply over polyisocyanurate roof insulation. Follow Specification 41 -IS. Base ply over Fiberglas Roof insulation to be as specified in Specification 31 -IC. Application of Plies: Install in strict accordance with the manufacturer's specifications. Plies may be left exposed up to 6 months without surfacing. Application of Surface Coating: Coat entire surface with aluminized emulsion in compliance with the manufacturer's specifications. INSTALLATION, ACCESSORY ITEMS 07503.03.1 Cants: 1. Install wherever roof meets vertical 2. Prime and mop roof and wall with hot 3. Bed cant in hot asphalt, or nail construction. surface. asphalt. securely to wood 4 . 5. 07503.03.3 1. PART II, DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07500 MEMBRANE ROOFING WITH RIGID INSULATION PAGE 6 07503.03.2 Lead Flanges (6" nominal dimension maximum): 1. Mop on 2 extra plies, one 12" and the second 18" 9" square. 2. Bed flange in plastic cement. 3. Trowel over and beyond flange with 21" square bed of plastic cement. Bed 21" square of Type IV Fiberglas in plastic cement. Mop over with 24" square of Type IV Fiberglas Felt. Pitch Pockets: Bring insulation and membrane up snugly to penetrating member. and the 2. Mop on 2 extra plies of Type IV Felt, one second 12" all around penetration. 3. Bed flange in plastic cement. 4. Trowel over flange and 12" beyond pocket all around with plastic cement. 5. Mop 2 plies Type IV Fiberglas Felt over, one 15" and the second 18" beyond pocket all around. 6. Fill pocket half full with plastic cement, then fill with asphalt. 07503.03.4 Application of Surface Coating: Coat entire surface with aluminized emulsion in compliance with the manufacturer's specifications. 07503.04 INSTALLATION, BASE FLASHING 07503.04.1 Felts: PART II, DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07500 MEMBRANE ROOFING WITH RIGID INSULATION PAGE 7 1. Cut into strips of required width and 8 to 12-feet long. 2. Mop to parapet and existing roof and to each other with hot asphalt, obtain full adhesion. Stagger end laps 18 ". Extend first layer 3" out from toe of cant, the second 5 ", and the third 7 ". Nail as detailed. 07503.04.2 Cap Sheet: Cut cap sheet into pieces of required length. Mop cap sheet to felts; extend 4" to 6" out from toe of cant, 1" above felts. Make side laps on 2" selvedge. Nail as detailed. 07503.04.3 Sealing: Immediately following placement of flashing strips, trowel 1/8" layer of plastic cement of top of cap sheet and nails. 07503.05 TESTS (BY OTHERS) 07503.05.1 Sample Location: Take sample in 6 locations, directed by and in the presence of Construction Engineer. 07503.05.3 Cutting Samples: Cut samples across felts not less than 36" long by 4" wide. Cut completely through roofing assembly. 07503.05.3 Patching: Patch roofing where sample is taken. Replace moisture barrier, then mop down insulation and 4 plies of felt, matching specified assembly. Then mop 2 additional plies as follows: first ply over and 6" beyond patch, all around, and the second ply 6" further. Glaze coat. 07503.05.4 Testing: Will be conducted by Owner to determine quantity and quality of materials applied, each sample. 07503.05.6 Guarantee: Tests will not relieve contractor of guarantee provisions. 07600 FLASHING AND SHEET METAL 07600.01.1 GENERAL Fabricate and install galvanized metal gravel stops, fascias, flashings, caps, galvanized downspouts, and joint coves as indicated on the architectural drawings. "Down spouts to tie into storm line." 07600.01.2 SHOP DRAWINGS 07600.02 07600.03 07600.03. 07600.04 Submit complete shop drawings as provided for in "General Conditions." MATERIALS All exterior sheet metal flashing unless otherwise indicated on the drawings shall be 24 gage galvanized steel, shop primed with C &C "Galv -Alum" metal primer or equal both sides with true lines and planes. At Contractor's option, provide down spouts and elbows of Class 125 PVC plastic in lieu of galvanized steel specified above. INSTALLATION PART II, DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07600 FLASHING AND SHEET METAL PAGE 1 07600.03.1 All work shall be accurately formed to the dimensions and shapes detailed on the drawings. All exposed edges of sheet metal work shall be turned back 1/2 ". 07600.03.2 All work shall be permanently water and weather -tight and shall be formed, fabricated and installed so as to adequately provide for expansion and contraction of the completed work. 3 Nails for fastening cleats and edge strips shall be galvanized steel. METAL GUARANTEES Metal work on the exterior of the project shall be guaranteed water -tight for a period of 2 years from the date of acceptance of the building by the Architect. PART II, DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07800 SMOKE VENTS AND ROOF HATCH PAGE 1 07800 SMOKE VENTS AND ROOF HATCI 07800.01 GENERAL 1. Furnish and install plastic skylight /smoke vents. 2. Furnish and install roof hatch. Submit manufacturer's data for approval. 07800.02 PRODUCTS 1. Plastic Smoke Vents: Shall be standard units, Model #4896 ASHD -CM manufactured by Bristolite Products or approved equal. They shall by factory fabricated, each consisting of one -piece acrylic plastic dome, extruded aluminum retaining frame and curb mounting frame with sloping condensation gutter for drainage. The retaining frame shall have a minimum thickness of .070. Skylights to be with white translucent acrylic dome. The dome lid to be compression loaded and activated by approved UL fusible link. Some units to have electro- thermal link activated by switch located by the fire sprinkler riser (see drawings). 2. Roof Hatch Shall be curb mounted, Dur -Red Ladder Hatch 2' -6" x 3 " - 0" galvanized or approved equal. 07800.03 INSTALLATION Install all units per manufacturer's recommendation or instruction. 07900 SEALANTS 07951 SEALANTS AND CAULKING 07951.01 GENERAL REQUIREMENTS Apply to work in this section. 07951.02.1 SCOPE OF WORK PART II, DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07900 SEALANTS PAGE 1 Furnish all labor, materials and equipment necessary to caulk all joints in and around exterior door jambs, heads, sills of all other openings and to caulk all joints in precast concrete wall, inside and outside of the office areas and on the outside only of the warehouse area. 07951.02.2 Submit manufacturer's data and color chart for approval and selection. 07951.04.1 Install polyethylene or polyurethane rods to provide backing and proper depth of fill in all precast concrete wall joints. 07951.04.2 The joint shall be half as deep as it is wide. For joints 1/4" or less in width, make joint square. 08100 METAL DOORS AND FRAMES 08110.01 HOLLOW METAL WORK Frames shall be fabricated of 16 gauge cold rolled steel, bonderized sheet or electro zinc coated bonderized sheet metal. A minimum of 3 anchors per side shall be provided for each jamb to suit wall conditions. Standard floor knees shall be provided for anchorage to floor. Three sided frames shall have angle spreaders secured to bottom of jamb for rigidity during shipping. Frame corners shall be internally reinforcement welded and ground smooth. Adequate reinforcement shall be provided for all mortised hardware, drilled and tapped for field application. Dust covers shall be welded over all drilled reinforcements to prevent clogging of tapped holes by mortar or plaster. Reinforcement shall also be provided for hardware for which drilling and tapping is done in the field. After fabrication, frames shall be degreased and then prime coated with zinc chromate primer, oven dried. 08110.02 HOLLOW METAL DOORS PART II, DIVISION 8 DOORS AND WINDOWS SECTION 08100 METAL DOORS AND FRAMES PAGE 1 Doors shall be constructed using face sheets of 18 gauge (exterior doors) electro zinc coated bonderized sheet steel. Continuous interlocking vertical steel stiffeners shall be spot welded to each face sheet spaced not more than 6" o.c. Doors shall be formed into 1 -3/4" thickness. Space between stiffeners shall be filled with mineral rock wool insulation of other suitable approved sound deadening material. Continuous 16 gauge channels extending full width and height of door are to be spot welded to face sheets. The tops of all exterior doors are to be closed flush so that no water might accumulate. Doors shall be mortised, reinforced, drilled and tapped at the factory for all hardware listed in the Hardware Schedule and shall be drilled to receive rubber door silencers. After fabrication, doors shall be primed and filled to produce smooth surface, then primed with light gray inhibitive primer, oven dried. , 08110.03 SHOP. DRAWINGS Provide complete shop drawings General Conditions. PART Ili DIVISION 8 DOORS AND WINDOWS SECTION METAL DOORS AND FRAMES PAGE 2" as provided for in DIVISION 8 WOOD DOORS SECTION 08200 PAGE 1 08201 GENERAL 08201.01. SCOPE A. Work Includes: 1. Furnish new wood doors. B. Work Specified in Other Sections: 1. Installation of Wood Doors: Section 0620 2. Glazing: Section 0880 08201.02 APPLICABLE PUBLICATIONS A. General: 1. The following publication of the issues listed below, but referred to thereafter by basic designation only, form a part of this specification to the extent indicated by references thereto. B. Architectural Woodwork Institute (AWI): Architectural Woodwork Quality Standards and Guide Specifications. C. National Fire Protection Association (NFPA) NFPA 80- 1979 Standard for Fire Doors and Windows NFPA 252- 1979 Standard Methods of Fire Tests of Door Assemblies D. National Woodwork Manufacturer's Association (NWMA) NWMA Standard Door Guarantee NWMA 1.5.1 series - Industry Standard for Flush Wood Doors DIVISION 8 WOOD DOORS SECTION 08200 PAGE 2 08200.03 SUBMITTALS A. Samples: one, 8x10 - inch, of face veneer. B. Certificate for fire door: 1. Furnish certificate from independent testing laboratory satisfactory to the Contracting Officer. Certify that Production items corresponding to those furnished have been tested according to NFPA 252 and meet the requirements for fire resistance classification shown. 2. Label of Underwriters' Laboratories, Inc (UL) will be accepted in lieu of certificate. C. Guarantee 1. Submit - NWMA Standard Door Guarantee. Large lights, over 40% of door face area will exempt doors having such lights from guarantee. Certify that doors otherwise match guaranteed doors. 2. Form: Submit manufacturer's printed form, or certifying letter incorporating specified guarantee. Guarantee submitted shall be executed by manufacturer's authorized agent. 3. Identification: Doors shall bear identifying mark correlating doors furnished and guarantee. 08201.04 DELIVERY AND PROTECTION A Deliver after building is enclosed, heated and dry. B. Provide wrapping and /or cover to protect doors from damage until installed. DIVISION 8 WOOD DOORS SECTION 08200 PAGE 3 08202 PRODUCTS 08202.01 MATERIALS AND FABRICATION A Standard Honeycomb Core Flush Doors: 1. Conform to NWMA 1.5.1 -80 and AWI for Type SHC 2. Adhesives: A. Face Assembly - Type II B. Core Assembly - Type II 3. Grades: Premium 4. Face Veneer: Select Red Oak 5. Door Thickness: 1 -3/4 inches 6. Edge Bands: Match face veneer on doors. 3. Grades: Premium 4. Face Veneer: Select Red Oak 5. Door Thickness: 1 -3/4 inches 6. Edge Bands: Match door face veneer on doors. Particleboard Core Fire Doors: 1. Conform to NWMA I.S. 1 -80 and AWI for Type FD 1/3. See Door Schedule for Fire Resistance rating. 2. Adhesive: A. Face Assembly — Type I B. Core Assembly - Type II 08202.02 LOUVERS AND LIGHTS A. Openings: 1. Conform to NWMA I.S.1 -80 2. Cut openings as scheduled and detailed. 3. Large openings exceeding 40% of door face area or exceeding half of door height: Manufacture door with stile and rail. B. Louvers: DIVISION 8 WOOD DOORS SECTION 08200 PAGE 4 1. Metal Louvers: Medium bronze anodized extruded aluminum, inverted Y design, full thickness of door, flat flange trim both sides, 35% free area, minimum. C. Lights: 1. Provide manufacturer's standard glazing stops, prefitted and tacked in place for on the job glazing. 2. Provide metal flashings at sills of lights in exterior doors. 08203 EXECUTION 08203.01 INSTALLATION A. Installation of wood doors is specified in Section 06200, Finish Carpentry. 08300 SPECIAL DOORS 08360 OVERHEAD DOORS 08360.01 VERTICAL LIFT PART II, DIVISION 8 DOORS AND WINDOWS SECTION 08300 SPECIAL DOORS PAGE 1 08360.01.1 Doors shall be manually operated with sections and clearance as shown on drawings. Steel door sections to be 24 gauge shop primed galvanized steel. Sections are to be formed with integral horizontal stiffeners which are, also, to provide continuous weatherproof joints. Furnish replaceable weather - stripping at bottom and at top, either overlap door 1" above opening or furnish replaceable weather - stripping. Track and hardware are to be of galvanized steel. 08360.01.2 Doors are to be counterbalanced by extension of helical torsion springs. 08360.01.3 Vertical lift track shall be 2" inclined vertical tracks (1/8" per foot - typical), formed from 14 gauge galvanized steel. Furnish 2 -1/4" x 2 -1/4" continuous welded reverse angle or continuous bolted angle mounting. 08360.01.4 All galvanized hardware to include 13 gauge graduated end roller hinges and 12 gauge adjustable top roller bracket. All hinges to have ball bearings with case hardened liner and outer races. 08360.01.5 Side locking device with spring loaded bolt for inside operation only. Provide either padlock assembly brackets attached at the base of the door and tack or provide 3/8" round hole in track above second roller for padlock. Padlock not in contract. 08360.01.6 Stiles shall be of .062 (minimum) steel and securely fastened to the section. The door stiles shall be set at a maximum of 40" on center. 08360.01.7 Counterbalance torsion springs on crossheader shaft with galvanized lift cables. 08360.01.8 The hardware shall be steel hinges and fixtures full floating, hardened steel, ball bearing rollers. PART II,DIVISION 8. • : DOORS AND WINDOWS • SECTION 08300 SPECIAL DOORS PAGE 08360.01.9 The tracks shall have a weather-tight closure angle mounted verticals shielded with roll formed side guides. Horizontals adequately reinforced for door size and weight. 08360.01.10 Doors shall be manually operated. Provide pull ropes of nylon material cleanly cut and seaked at end to inhibit fraying - tie off ends to rail. 08360.01.11 SHOP DRAWINGS Provide complete shop drawings as provided in the "General Conditions." 08700 HARDWARE AND SPECIALTIES 08700.01 GENERAL See Section 06100 and 06200. 08710 FINISH HARDWARE 08710.01 SCOPE OF WORK Furnish all materials and technical services required for complete installation of finish hardware as shown on the drawings and as specified herein. 08710.02 GENERAL REQUIREMENTS PART II, DIVISION 8 DOORS AND WINDOWS SECTION 08700 HARDWARE AND SPECIALTIES PAGE 1 08710.02.1 The Contractor shall install finish hardware as required, and he shall be responsible for the proper fabrication of all work or material to receive the hardware. The hardware shall be fitted prior to the painting and then removed and painting completed before final installation of the hardware. 08710.02.2 The hardware shall be protected from damage at all times, both prior to and after its installation. All hardware must be thoroughly cleaned when it is turned over to the Owner. All keys shall be properly tagged by the Contractor and turned over to the Owner upon completion of the work. 08710.02.3 The following hardware schedule is intended to cover all doors and establish a type and standard of quality. If there are any omissions in hardware groups they shall be called to the attention of the Architect prior to bid opening for instructions, otherwise the list will be considered complete. Detailing of hardware is the responsibility of the successful hardware bidder. 08710.02.4 The hardware supplier shall prepare for the Architect 4 copies of a complete schedule of all hardware within 30 days after award of the finish hardware contract for approval. 08710.03 FINISH 08710.05 FASTENINGS The finish of all hardware, shall be: 08710.04 TEMPLATES HARDWARE Butts Locks Kickplates Miscellaneous Toilet Areas Closers Silencers PART II, DIVISION 8 DOORS AND WINDOWS SECTION 08700 HARDWARE AND SPECIALTIES PAGE 2 08710.02.5 Hardware shall be furnished with each unit marked or numbered in accordance with the approved hardware schedule. The finish hardware schedule shall list the names of the manufacturers to facilitate checking and job identification. Provide for the Owner a complete approved schedule for maintenance purposes. Hardware specified under "Types" takes precedence over finish hardware preamble. unless otherwise indicated US 26D US 26D US Plastic US 26D US 26D Sprayed to match finish hardware Rubber -grey All hardware applied to metal doors or jambs shall be made to template and secured by machine screws. Reinforcing units manufactured by the lock manufacturer shall be furnished for hollow metal doors where cylinder locks are specified by door manufacturer, unless otherwise requested. Finish hardware shall be furnished with all necessary screws, bolts or other fastenings, of suitable size and type, to anchor the hardware in position for heavy use and long life and shall harmonize with the hardware's material and finish. These fastenings shall be furnished, where necessary, with expansion shields, sec bolts, toggle bolts, or other approved anchors according to the material to which it is applied and as recommended by manufacturer. All hardware fastened to concrete shall be furnished with machine screws and tampins. 08710.06 CODES 08710.07 BUTTS 08710.08 LOCKSETS 08710.08.1 INTERIOR DOORS 08710.08.2 EXTERIOR DOORS 08710.08.3 BACKSETS PART II, DIVISION 8 DOORS AND WINDOWS SECTION 08700 HARDWARE AND SPECIALTIES PAGE 3 All hardware shall comply with applicable fire and building codes. All labeled doors shall be self - closing. 08710.07.1 Use ball bearing butts on all self- closing doors and where specifically specified on the hardware specifications schedule. Exterior out - swinging doors shall have non - ferrous butts with NRP (non - rising pins with set screw in barrel). 08710.07.2 Provide 4 -1/2" high butt for metal doors. Interior doors shall have locksets where noted in the schedule. No plastic, die cast or aluminum mechanisms will be considered. Key -in- the -knob type locksets shall have removable cylinders without removing lock from door. Lock shall have cotter key removable case for easy access for maintenance and spring replacement. Lugs that have to be twisted and could break off will not be acceptable. All locks shall be reversible to all four hands and adjustable for door thickness. All exterior doors shall have locksets and shall have stainless steel case and working parts and shall be rust -proof and corrosion - proof. All heavy duty locks shall have roller- bearing retractors. Backsets shall be 2 -3/4" for hollow metal and solid core doors. 08710.08.4 DESIGN 08710.08.5 STRIKES 08710.09 KEYING 08710.10 DOOR CLOSERS PART II, DIVISION 8 DOORS AND WINDOWS SECTION 08700 HARDWARE AND SPECIALTIES PAGE 4 Provide lever hardware as required by the current edition of the Washington State Building Code (Part V) Washington State Regulations for Barrier -Free Facilities. All other hardware design shall be equal to Schlage "Orbit." unless otherwise noted; Strikes shall have curved extended lips as required to protect trim from being marred by latch bolt. Pairs of doors shall have protected back strikes on inactive door. Unless otherwise indicated, all door locks shall be master - keyed. All keying shall be as directed by the Owner. Furnish 3 keys per lock. Furnish 6 keys for each master key set. All keying shall by done by the lock manufacturer. 08710.10.1 Door closers shall be full rack and pinion giving full 180 degrees control of the door, with independent adjustable regulations for closing speed, latching speed and back check. Closers shall be mounted for 180 degrees of swing whenever possible and should never restrict the swing of door. All closers to have key valves .and full 5 year guarantee from date of installation. Exterior doors must have closers with adjustable spring tension. Furnish Norton 1600 series with manufacturer's 5 year guarantee. Sizes as recommended by manufacturer. 08710.10.2 A representative from the factory will inspect all closers after installation for proper installation and adjustment. 08710.11 DOOR STOPS 08710.13 SILENCERS PART II, DIVISION 8 DOORS AND WINDOWS SECTION 08700 HARDWARE AND SPECIALTIES PAGE 5 Wall stops are to be provided for all doors where practical with concealed fastenings and rubber bumpers that have features that resist removal by force such as Glynn- Johnson WB50 and WB60 series. Floor stops to be FBI 14 -xs dome type to suit conditions. Where wall type is specified, and is not applicable, furnish floor type and vice - versa. 08710.12 THRESHOLDS 08710.12.1 Furnish all thresholds as indicated in hardware groups or as detailed on the drawings. 08710.12.2 Threshold must be secured with Ackerman - Johnson fastenings or equal, and holes in concrete must be drilled to proper size to accept same. All doors shall have Glynn- Johnson door silencers installed in the stops of frame. Provide 3 at single doors, 4 at pairs of doors and 6 in mullions. 08710.14 HARDWARE LIST 08710.14.1 Catalog numbers referrod to in the following list will be taken from the following manufacturers: Butts and Hinges Latches and Locksets Door Stops and Silencers Hardware 08710.15 GENERAL CONDITIONS AND INSTALLATION McKinney Shlage Lock Co. or approved equal Glynn - Johnson Corporation Schlage It is the intent of this specification to include the complete finish hardware requirements for the building project except for units which are specifically mentioned herein as being furnished by others. Any units not specifically mentioned herein must be furnished and should be consistent with that specified for similar units. 08710.16 DETAILS PART I1, DIVISION 8 DOORS AND WINDOWS SECTION 08700 HARDWARE AND SPECIALTIES PAGE 6 08710.16.1 The hardware supplier shall consult the project drawings and details and otherwise familiarize himself with work so that all items of hardware furnished shall conform to units to which it is applies. 08710.16.2 He shall coordinate the hardware with other conflicting trades such as millwork, metal doors, and frames, etc. 08710.16.3 Immediately after the award of the hardware contract it shall be the duty of the hardware supplier to request approved shop drawings for such trades with which the hardware must be coordinated. After checking approved shop drawings, he shall promptly supply such template information, template drawings, approved hardware schedule, etc. as may be required to facilitate the progress of the job. 08710.17 SCHEDULES The hardware supplier shall prepare and submit to the Architect for approval as promptly as possible, 5 copies of detailed schedules. 08710.18 QUALIFICATIONS The hardware supplier shall, in the opinion of the Contractor, have sufficient experience and an organization consisting of members of the American Society of Architectural Hardware Consultants to properly handle, detail and service the hardware in a satisfactory manner. 08710.19 GUARANTEE 08710.20 CODES The hardware shall be guaranteed against defects in workmanship and operation for a period of one year, backed by a factory guarantee for 5 years.- No liability by the hardware contractor will be assumed where faulty operation is due to improper installation or failure to exercise normal maintenance. The hardware supplier must be a factory authorized distributor for the locks, door closers, and exit device items. All hardware shall comply with Fire and Handicap Accessibility Building Codes applicable to district in which building is located. 08710.21 INSTALLATION 08710.22 FASTENINGS Finish hardware shall be installed by others as specified in other divisions. Toilet Room Accessories Toilet Partitions or Partitions Hardware Cabinet Hardware Display Case Hardware Shelf Supports and Standards PART II, DIVISION 8 DOORS AND WINDOWS SECTION 08700 HARDWARE AND SPECIALTIES PAGE 7 Check all conditions and furnish approved types of fastening devices, such as screws, toggle bolts, extension shields, and tap screws necessary to securely anchor all hardware. Furnish thru -bolt closers and exit devices on wood doors. 08710.23 THRESHOLDS Provide aluminum thresholds at all man doors. 08710.24 ITEMS NOT INCLUDED DIVISION 9 GYPSUM WALLBOARD SECTION 09250 GENERAL PAGE 1 09250 GENERAL 09250.01.1 SCOPE A. Work Includes: 1. Metal framing for drywall application. 2. Gypsum Wallboard (GWB) application and finishing. 09250.01.2 APPLICABLE PUBLICATIONS A. General: The following publication of the issues listed below, but referred to hereafter by basic designation only, form a part of this specification to the extent indicated by references thereto: B. American Society for Testing and Materials (ASTM): ASTM C 645 Light -Gage Steel Studs, Runners and Rigid Furring Channels. ASTM C 754 The Installation of Steel Framing Members to Receive Screw Attached Gypsum Wallboard, Specification for. ASTM C 840 Application and Finishing of Gypsum Board. C. Underwriter's Laboratories, Inc. (UL): Fire Resistance Directory, 1/1988. 09250.01.3 SUBMITTALS A. Manufacturer's Literature: 1. Completely describing all components. 2. Showing assemblies. 3. Detailed installation instructions. 09250.01.4 ENVIRONMENTAL CONDITIONS DIVISION 9 GYPSUM WALLBOARD SECTION 09250 GENERAL PAGE 2 A. Temperature, Ventilation: 1. Maintain minimum 50 degrees F., during application of finishing and until thoroughly dried. 09250.02 PRODUCTS 09250.02.1 MATERIALS A. Metal Framing: ASTM C 645, galvanized, punched to permit passage of pipe and conduit. B. Gypsum Wallboard: ASTM C 36, 5/8" thick, tapered edge, Type X, 1 hour UL rated. C. Fasteners: 1. Drywall Screws: Bugle Head, coated drywall screws. 1 ply, 1" long. 2 ply, 1 5/8" long. 2. Stud to Track Screws: Sheet Metal, 1/2 ", #6. 3. Toggle Bolts: Fed. Spec. FF -B -588, 5/16" with washer. 4. Expansion Bolts: Fed. Spec. FF -S -325, Type 1, Group III, self- drilling, 1/4" with washer. 5. Powder Actuated Fastener: 1/8" diameter. D. Adhesive: 1. For Metal Framing and GWB to GWB: as recommended by the manufacturer of the Gypsum Wallboard. E. Finishing: 1. Joint Compound: ASTM C 475. 2. Joint Tape: ASTM C 475, perforated. 3. Taping compund: ASTM C 475. 09250.02.1 MATERIALS continued DIVISION 9 GYPSUM WALLBOARD SECTION 09250 GENERAL PAGE 3 H. Accessories 1. Casing Trim: "1 ", "LK" or "LC" bead, galvanized per detail or applicable per ASTM C 840. 2. Corner Trim: CB 114 x 114, galvanized, per ASTM C 840. 09250.03 EXECUTION 09250.03.1 APPLICATION A. Metal Framing: Install per ASTM C 754, except where specified otherwise. Fasten securely to existing structure as follows: 1. Concrete: Expansion bolts or driven fasteners at 24" on center. 2. Metal Stud to Track: Two screws each stud. B. Gypsum Wallboard: Over Metal Framing: Per ASTM C 840, Section 9, except fasten with screws spaced 8" on center around perimeter and 12" on center on intermediate framing members. 09250.03.2 FINISHING A. Joints: Tape and 3 coats. B. Fastener Heads: 3 coats. C. External Corners: Apply metal trim finish with 3coats. D. Internal Corners: Tape and 3 coats. E. Abutment of Gypsum Wallboard with Other Materials, and Unless Otherwise Detailed: Apply metal casing leaving 1/8" clear space between edge of Gypsum Wallboard and abutted material. Finish with 3 coats. F. Sanding: Sand between second and third coats and upon completion. Leave finished surfaces smooth and uniform with no defects that will be visible through painted surface. 09541 GENERAL 09541.01 SCOPE 09541.02 SUBMITTALS Furnish and install linear metal ceiling at exterior entrance soffit. Color to match anodized aluminum storefront. Submit shop drawings or layout, include attachment, intersections and edge conditions. Manufacturer's literature. 09542 PRODUCTS 09542.01 CEILING SYSTEM DIVISION 9 LINEAR METAL CEILING SYSTEM SECTION 09540 PAGE 1 09541.01.1 Donn Corporation's Paraline II with integral closure. Metal pan series "II" shall consist of Donn Paraline ceiling with an offset configuration at the ends of both vertical legs, returning outward a minimum of 1/2" beyond the width of the pan face. These offsets will serve as a locking mechanism to attach the ceiling pans to the symmetrical carrier. The extension of the pan beyond its width shall serve as an integral closure between pans. No additional closure parts shall be required. Integral closure flange shall be matte black. 09541.01.2 Aluminum Support System Exterior - Interior: Support members in the ceiling plan shall consist of an inverted V- shaped symmetrical carrier, roll - formed from 19 gauge, 5052 -H34 aluminum. Pre - painted with a factory baked finish. Section shall be 1 -7/8" high by 1 -3/4" wide. Each leg shall be notched 4" on center with tabs for locating and attaching the Paraline pans with a snap fit. Tabs shall space the vertical legs of the adjacent Paraline pans at 3/4" apart and shall position pans 4" on the center. The end of the leg shall serve as a backing to the face of the Paraline pan. Symmetrical carrier splice shall be fabricated from the same material as the carrier. Splice shall be 6" long x 1/8" high. • • 09542.01.3 09542.02 09542.02.1 09543 09543.01 09543.02 FINISH INSTALLATION 09543.02.1 CLEANING DIVISION 9 LINEAR METAL CEILING SYSTEM SECTION 09540 PAGE 2 Wind Load Resistance: The Donn Paraline System shall withstand wind loading of 120 miles per hour, with no evidence of any damage, failure, deformation, or excessive permanent set. Consult manufacturer for . minimum bracing as tested. Actual testing shall have been conducted in the United States by recognized testing labs and procedures. Copes of the test shall be submitted for Architect's approval. All exposed surfaces shall have a polished aluminum factory finish. Install per manufacturer's directions and approved shop drawing. All butt joints shall be made with factory cut edges (ends). Field -cut ends at butt joints will not be approved. Clean all surfaces free from stains ,. marks, etc. DIVISION 9 RESILIENT FLOORING SECTION 09650 PAGE 1 A. Samples: Manufacturer's identifying label on each with brand name, color, and pattern number and thickness. 1. Resilient Flooring: each type and color, 12 inches square. 2. Resilient Base: 6 inch section, each color. A. Delivery. Storage: Deliver materials in unopened, factory labeled containers. Store in spaces where they are to be used 48 hours before installation. .. [.. A. Resilient Flooring: - continued 2. Vinyl Composition Tile: Fed. Spec. SS- T- 312B(1), Type IV, Comp. 1, 12" x 12" tile, 1/8" guage, able to withstand "I' static loads of 50 psi. Standard series Imperial texture by Armstrong or equal. B. Resilient Base: 09653 EXECUTION 09653.01 PREPARATION A. General: 1. Generally: Fed. Spec. SS -W -40, Type I, vinyl, 0.125 inch guage. Cove type at resilient flooring. 2. Corners: Preformed to match base. DIVISION 9 RESILIENT FLOORING SECTION 09650 PAGE 2 C. Underlayment (Trowelable: Latex compound recommended by resilient flooring manufacturer. D. Adhesive: As recommended by flooring /or /base /manufacturer for the particular conditions involved. E. Entrance Mat: Mat shall be 100% coin fiber embedded in vinyl backing approximately 3/4 inch thick. Class "B" flammability (ASTM E -84). 18 x 18 tile or 3' x 6' (approximately) mat. 1. Prepare the floors so as to insure perfect adhesion and to correct imperfections which would otherwise show through the finished tile. 2. Follow manufacturer's printed directions for the particular conditions involved. 09653.01 PREPARATION - continued B. Flush Covers: 1. Raise and /or adjust covers, cleanouts, rings, etc. for mechanical and electrical or other work as necessary to finish flush with new floor covering. C. Concrete Floors: 1. Fill cracks, joints, depressions underlayment. Allow to harden. 2. Grind surface including hardened smooth, uniform and level. 09653.02 APPLICATION A. General: B. Flooring: DIVISION 9 RESILIENT FLOORING SECTION 09650 PAGE 3 with trowelable underlayment 1 Apply all materials in strict conformance with manufacturer's printed directions for conditions involved. Copy of printed directions shall be at the job site for use of Architect. 2. Defer laying until all other work that might damage flooring is completed. 1. Layout: a. Sheet Vinyl: Lay with minimum number of joints. Make joints straight, tight and inconspicuous. b. Vinyl Composition Tile: 1. Open floor tile cartons, enought to cover each area, and mix tile to ensure shade variations do not occur within any one area. C. Base: DIVISION 9 RESILIENT FLOORING SECTION 09650 PAGE 4 b. Vinyl Composition Tile: - continued 2. Abutments: Scribe flooring neatly to rings, plates, thresholds, trim and other items where edge is not covered by base shoe or other trim. 3. Where scheduled, vinyl flooring shall be coved up wall 6 inches with metal cap edging strip mitered at corners. 4. Lay flooring with joints and seams parallel to building lines to produce symmetrical tile pattern. 5. Install with minimum tile width of 1/2 full size, at room or area perimeter, to square grid pattern with all joints aligned with pattern grain paralleled for all units and parallel to length of room. 6. Terminate resilient flooring at centerline of door openings where adjacent floor finish is dissimilar. 7. Install edge strips at unprotected or exposed edges where flooring terminates. 1. Resilient Base: Install pre - molded corner units at exterior corners. D. Entrance Mat: 1. Surface installed, butt to entrance thresholds, full width of vestibule. Use "release" type adhesive. 09680 Part I GENERAL 09681 SCOPE A. Work Includes: 1. Furnish and install carpet and pad. 09681.02 SUBMITTALS A. Shop Drawings: Show layout of each room. Show locations of seams, changes in pattern direction, trim strips and other details pertinent to installation. B. Samples: 9 x 12 inches of: 1. Carpet, pattern and color, and pad. C. Manufacturer's Literature: Completely describing all materials. INCLUDE INSTALLATION INSTRUCTION. D. Certificate attesting conformance to specification for: 1. Carpet 09681.03 MAINTENANCE INSTRUCTIONS DIVISION 9 CARPET SECTION 09680 PAGE 1 A. Furnish two (2) copies of Carpet Manufacturer's detailed, printed maintenance instructions in hard covers. 09681.04 EXTRA STOCK A. Carpet Remnants: Before removing from job, notify Architect. Package remnants he chooses to retain for storage, remove remainder from site. DIVISION 9 CARPET SECTION 09680 PAGE 2 09681.05 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Delivery: In original mill wrappings with register number tabs attached or stenciled on bales. B. Storage: In dry, well- ventilated place, in a manner to prevent damage from any source. C. Protection: Protect from dirt and staining prior to and during installation. 09682 PRODUCTS 09682.01 MATERIALS A. Carpet: to be selected by Architect. Provide an allowance of $12.00 per square yard for purchase and installation of carpet and pad. 1. Static control: Electrical conductivity of carpet shall not exceed 3,500 volts measured at ambient conditions of 20 relative humidity and 70 degrees F. Method of controlling conductivity shall be permanent, requiring no periodic retreatment. 2. Carpets and pad shall meet the following requirements: a. Flammability: Fed. Test Method Std. 372 - Critical Radiant flux (CFR) of 0.25 watts per square centimeter or greater. b. Smoke Development: NFPA 258 - Maximum specific optical density not over 450. B. Edge Strips: Vinyl reducing strip, color as selected. 09083 EXECUTION 09683.01 PREPARATION A. Depressions: Fill with trowel able underlayment. Sand smooth. B. Vacuuming: Vacuum entire area to be carpeted to remove all dirt, dust and debris. 09683.02 INSTALLATION A. General: DIVISION 9 CARPET SECTION 09680 PAGE 3 1. Openings: Cut so that carpet edges will be covered by floor fixture, such as register and floor outlets. Fitting: Cut to fit neatly and snug where carpet abutts vertical surface. 3 Seams: Parallel or perpendicular to walls. B. Carpet, Roll goods: 1. Layout: Use largest practicable stock widths to minimize seams -. Lay with seams across principal traffic if practicable. Adjoining carpet pieces shall have same directional run to reduce seam visibility. 2. Layout, in Corridors or Hallways: Lay without longitudinal seams, except where corridor is wider than widest stock width. Keep cross seams to a minimum. 3. Seams: Follow carpet manufacturer's printed instructions for sealing of seams. C. Edge Strips: Install along exposed carpet edges. At doorways and similar openings locate at centerline of closed doors. )9683.03 A . CLEAN -UP APPROVAL Clean -up: 1. Remove debris 2. Remove threads necessary with Manufacturer. DIVISION 9 CARPET SECTION 09680 PAGE 4 from space. with sharp scissors. Spot where spot remover recommended by Carpet 3. Vacuum entire surface thoroughly. B. Approval: Immediately following cleaning, obtain written approval of carpet cleanliness from designated Owner Representative at the building. Contractor will not be responsible for soiling due to Owner occupancy of space. 09900 PAINTING 09900.01 COLOR AND FINISH 09900.01.1 The type and location of finishes shall be as indicated on the drawings and specified herein. 09900.01.2 Colors shall be machine mixed by the Sherwin - Williams Company, Parker Paint Sales Company, Preservative Paint Company, or approved equal. 09900.01.3 The painting contractor will prepare samples of the various colors and finishes for approval. The finished work shall conform with the approved samples. Apply 2 foot square wet samples of paint in colors selected. 09900.02 PREPARATORY WORK AND APPLICATION OF MATERIALS 09900.02.1 All surfaces to be primed, painted, or finished shall be in proper condition to receive same. If certain preparatory work by other trades is not satisfactory, the Contractor shall register his objection. Commencement of the work shall be evidence that all conditions are satisfactory and shall be so regarded and accepted. 09900.02.2 Before painting, all dirt, grease and other extraneous matter which would affect the finished work shall be removed. 09900.02.3 Damaged and /or rust spots on surfaces of pre - primed items shall be cleaned to bare metals and reprimed before finish painting. 09900.03 WORKMANSHIP PART II, DIVISION 9 FINISHES SECTION 09900 PAINTING PAGE 1 09900.03.1 All painting and finishing shall be done by skilled painters. Materials shall be applied in accordance with the manufacturer's printed instructions. 09900.03.2 All materials shall be evenly applied so as to be free from brush marks, sags, runs, crawls, or other defects. 09900.03.3 The number of coats specified are intended to produce well covered paint surfaces; therefore, it will be the responsibility of the painter to produce finished paint surfaces showing no transparency, uneven sheen or other indications of poor coverage. 09900.04 MATERIALS 09900.04.1 Materials specified are manufactured by the Parker Paint Company, Preservative Paint Company, Sherwin - Williams Company, or approved equal. 09900.04.2 All materials shall be delivered to the jobsite in their original containers bearing the manufacturer's . labels identifying the respective material. 09900.04.3 No thinning materials shall be added to paints, or finishes, other than necessary to restore original workability of materials as supplied by manufacturer. Only thinner recommended by manufacture will be accepted. 09900.04.4 Where prime coat of paint is specified, this may be omitted if the item, or surface, is shop primed to the Contractors approval. 09900.04.5 The following materials and surfaces shall receive the type of paint indicated. MATERIAL Concrete Walls PART II, DIVISION 9 FINISHES SECTION 09900 PAINTING PAGE 2 LOCATION FINISH Exterior wall panels Acrylic latex Interior GWB All walls except Latex demising wall eggshell enamel (15 -20 gloss) Exposed metal on Exterior flat exterior of building 09910. EXTERIOR PAINTING 09910.01 NUMBER OF COATS PART II, DIVISION 9 FINISHES SECTION 09900 PAINTING PAGE 3 09910.01.1 Exterior surfaces receiving paint shall receive 1 prime coat of concrete or metal conditioner and 1 finish coat of paint. All undercoats of paints and enamels shall be tinted to the same or approximate shade of the final coat. 09910.01.2 Factory primed surfaces shall receive 2 finish coats of paint. Any shop or factory primed surfaces which have been marred should be touched up prior to receiving the final coats of paint. 3 All exterior metal doors to have primer and 2 coats of alkyd enamel. 09910.01. 09910.02 09910.03 09910.04 FERROUS METAL SURFACES Prime coat, zinc chromate primer, apply at the rate of 450 sq. ft. per gallon. Second coat, alkyd enamel apply at the rate of 400 sq. ft. per gallon. GALVANIZED STEEL OR ZINC ALLOY SURFACES (Except S/M fascia) Prime coat, galvanized metal primer, apply at the rate of 400 sq. ft. per gallon. Second coat, alkyd enamel, apply at the rate of 400 sq. ft. per gallon. CONCRETE Two coats exterior acrylic, latex or exterior alkyd masonry paint, apply at the rate of 350 sq. ft. per gallon. 09910.05 TRAFFIC AND PARKING LINE STRIPING 09910.05.1 Surface Preparation - clean all surfaces, in order to receive striping, to be free of dirt, oil and loose material, and to be dry. 09910.05.2 Paint Application- lines to be straight and two mils thickness minimum when dry. Work shall be performed by skilled mechanics. ••••• , , „ . , , , ‘‘..; • ? 09910.06 MECHANICAL WORK PART II, DIVISION 9 FINISHES SECTION 09900 PAINTING PAGE 4 09910.05.3 Protection - erect barriers to prevent driving or damage to lines before complete drying. 09910.05.4 Striping - paint stripes accurately to a 3“ width. Voids shall be back painted. Paint all exposed uninsulated ductwork on exterior of the building and all exposed sheet metal work on exterior of building. All work shall be painted 2 coats on exterior to match adjacent surfaces with same specified paint. 10151.02 APPLICABLE PUBLICATIONS 10151.03 SUBMITTALS 10152 PRODUCTS 10152.01 METAL TOILET PARTITIONS A. General: DIVISION 10 TOILET ROOM PARTITIONS SECTION 10150 PAGE 1 10150 GENERAL 10151.01 SCOPE A. Work Includes: Furnish and install, toilet enclosures, urinal partitions. A. The following publications of the issues listed below, but referred to thereafter by basic designation only, form a part of this specification to the extent indicated by the references thereto. 1. Federal Specifications (FS) FS RR -P 1352 Partitions, Metal Toilet, Complete A. Shop Drawings: Show details of construction, metal thickness, hardware, fittings and fastenings. B. Certificates: From the partition manufacturer, attesting that the enclosures and partitions conform to the requirements of the specifications. C. Samples: Proposed finished colors on metal (may be on metal samples above). 1. Zinc Coating on Sheet Metal: Coating class, 1.25 oz. commercial. 2. Finish: Baked enamel, colors as selected from manufacturer's standard colors. 8. Toilet Enclosures: FS RR -P -1352, Type 1 1. Style: A - Floor Supported. 2. Height, Doors, Panels: Approximately 58 inches. 10152.01 METAL TOILET PARTITIONS'- continued C. Urinal Screens: FS RR -P =1352, Type III DIVISION 10 TOILET ROOM PARTITIONS' 'SECTION 10150. PAGE 2 1. Style:- Wall Hung, 24" wide, 42" high 10153 EXECUTION 10153.01 INSTALLATION A. Erect in a rigid and substantial manner with all lines straight and plumb. bottom edge of enclosure panels and urinal screens shall be approximately 12 inches above floor. B. Doors shall be, out of wind and hardware shall be carefully adjusted and left in perfect working order. Adjust doors to rest open' at approximately 30 when unlatched. C. Clearance at vertical edges of doors shall be uniform from top to bottom and shall not exceed 3/16 inch. D. All evidence of drilling, cutting and fitting shall be concealed. E. Finished surfaces shall be cleaned and left free from imperfections. 10801.03 SUBMITTAL B. Schedules: DIVISION 10 TOILET ROOM ACCESSORIES SECTION 10800 PAGE 1 10800 GENERA 10801 SCOPE A. Work Includes: Furnish and install toilet room accessories in locations shown on the drawings. 10801.02 APPLICABLE PUBLICATIONS A. The following publication of the issues listed below but referred to thereafter by basic designation only, form a part of this specification to the extent indicated by references thereto: B. American Society for Testing and Materials (ASTM):ASTM A167 Stainless and Heat - Resisting Chromium - Nickel Steel Plate, Sheet, and Strip. ASTM A525 General Requirements for steel sheet, Zinc- coated (Galvanized) by Hot -Dip Method. A. Manufacturer's Literature: 1. Description, Details, and Specifications for each item. 2. Installation details, anchorage, and rough -in dimensions for each item, including pertinent coordination data for connecting work. 1. Submit schedule showing items to be installed in each toilet room. 10802 PRODUCTS 10802.01 GENERAL DIVISION 10 TOILET ROOM ACCESSORIES SECTION 10800 PAGE 2 A. Conform to the following requirements as applicable. Temper, alloy and the like shall be manufacturer's standard as stated in published literature. Materials not specifically designated shall be manufacturer's standard. B. Stainless Steel Sheet: ASTM A167. C. Galvanized Steel Sheet D. Mirrors: 1/4" polished plate glass with back electrolytically copper plated. Edges and back protected by shock 'absorbing material. 10802.02 FINISHING A. Exposed Surfaces: Provide finish as follows: 1. Stainless Steel: Satin finish. 2. Brass: Chrome, satin or bright. 3. Zinc Alloy: Chrome plate, satin or bright. 4. Other Exposed Surfaces: To match and harmonize with other toilet room accessory surfaces. B. Concealed Surfaces: Manufacturer's standard. DIVISION 10 TOILET ROOM ACCESSORIES SECTION 10800 PAGE 3 10802.03 SCHEDULE A. Schedule shows Bobrick numbers. Other manufacturer of equal quality will be approved. B. Soap Dispenser: B- 8295 -11 with spacer. C. Paper towel dispenser /disposal disposer: B -3944 D. Toilet paper dispenser: B -6867 E. Toilet seat cover dispenser: B -221 F. Feminine napkin disposal: B -353 G. At handicap stall - combination unit: Men's: B -3574 Women's: B -3474 H. Mirror: 1/4" plate with stainless steel frame, B -292 series, size as indicated on drawings. I. Grab bar at handicapped stall: B -6137 with 256 series anchor plate. J. Feminine napkin dispenser: B -352, 250 10803 EXECUTION 10803.01 INSTALLATION A. Install toilet room accessories strictly following manufacturer's printed instructions and details. B. Install concealed mounting devices and fasteners fabricated of the same material as the accessories or of galvanized steel. C. Install exposed mounting devices and fasteners finished to match the accessories. D. Provide tamper - resistant, security type, fasteners for all accessory mountings. • DES GN CRITERIA, 1. WAREHOUSE /MEZZANINE HEATING 2. WAREHOUSE VENTILATION Not applicable. DIVISION 15 MECHANICAL GENERAL DESIGN CRITERIA PAGE 1 GENERAL DESIGN CRITERIA FOR BIDDER DESIGN OF THE HEATING /VENTILATION /AIR CONDITIONING, FIRE PROTECTION, AND PLUMBING PORTION OF THIS PROJECT The pages following these criteria are intended to establish the minimum quality and installation procedures for the Mechanical Bidder - Design. If a division is listed as not applicable, in these criteria, the Mechanical Bidder - Designer shall disregard those items of quality and installation procedures in the following pages. "Provide gas unit heaters with individual thermostat control. Design temperature shall be 49 degrees Farenheit at no lower than 15 degrees farenheit outside design temperature. Design is intended to provide maximum inside temperature without special Energy Code insulation requirements as defined by the Washington State Energy Code. Gas unit heaters to divide the building into equally sized future tenant zones. Unit heaters should be placed to achieve maximum uniform heating while maintaining good tenant subdivision flexibility. Size gas pipe lines to supply future additional heaters required to upgrade heating capacity to 65 degrees Farenheit at 15 degrees Farenheit outside. Number and locations of unit heaters shall be adequate to provide freeze protection in all parts of this space. DESIGN CRITERIA - continued 3 . OFFICE HEATING AND AIR CONDITIONING Inside design temperatures: DIVISION 15 MECHANICAL GENERAL DESIGN CRITERIA PAGE 2 Cooling - Summer 78 degrees inside. Heating - Winter 70 degrees inside. Outside design temperatures: per applicable energy code. Provide hydrants as shown on drawings. Provide hose stations with fog nozzle attachments as required. Fire extinguishers shall be installed as required in accordance with National Fire Protection Association Pamphlet #13 for a B -2 type occupancy throughout the building. DIVISION 15 MECHANICAL ' GENERAL DESIGN CRITERIA PAGE3' DESIGN CRITERIA - continued 7. Gas piping will not be permitted above roof.. 8. Locate any roof mounted equipment as far back from the front of the building as is practicable. Coordinate with Contractor, Architect, and Structural Engineer. Notify the Architect prior to installing roof mounted Equipment. Screen roof mounted equipment as required by building officials. 15010 GENERAL 15011 CONTRACT REQUIREMENTS 15012 SCOPE OF WORK 15015 CONTRACTOR DESIGN DIVISION 15 MECHANICAL SECTION 15010 GENERAL PROVISIONS PAGE 1 Contract Requirements of the General Conditions apply to all work in this section. Reference in this section to material or type of construction is to establish a standard of quality, not to limit competition. 15012.01 The work under this contract shall include all mechanical work for the warehouse and office with plumbing and sanitary connected to utility mains and meters (provided by others) for water, sanitary sewer and natural gas. 15012.02 Plumbing work shall be in accordance with Section 15100 of these specifications. 15012.03 The office and warehouse HVAC system shall be in accordance with Section 15800 of these specifications. 15015.02 The Contractor shall furnish a complete design for the air conditioning, heating, ventilation and plumbing systems. This design shall conform with the following specifications and be submitted to the Architect for review. "All designs to be in strict accordance with all applicable codes." 15015.02 Design drawings shall be minimum scale of 1/8" = 1'0" for floor plans and all details shall be drawn at a minimum of 3/8" = 1'0 ". 15015.08 Drawings shall show all interior heating, ventilation, air conditioning and plumbing. H & V drawings shall show all outlets, dampers, sizes of ductwork, air quantities and equipment, including weights and locations. Plumbing drawings shall show all piping, all pipe sizes, and plumbing diagrams. 1501 Drawings shall be accompanied by detailed design calculations for review and approval by the Architect. Calculations shall include, but not be limited to, heat loss and heat gain calculations, duct sizing, pipe sizing, and equipment selection. Include acoustical data where appropriate. 15020 SUBMITTALS The Contractor shall submit 6 sets of all drawings and submittals to the Architect for review. Work shall not proceed until drawings have been reviewed and approved by the Architect and structural engineer (in the case of roof mounted equipment). IN . C • ,. All work shall comply with the codes and ordinances of the applicable building department and other constituted authorities having jurisdiction. 15022 TESTING, Make all tests required by codes and ordinances. Give sufficient notice before performing such tests. 15023 PERMITS AND 'E E U DIVISION 15 MECHANICAL SECTION 15010 GENERAL PROVISIONS PAGE 2 Contractor shall obtain and pay for all work permits and inspection fees required for his work. Final certificate of inspections shall be posted on job or turned over to Owner showing compliance with code requirements. r 4 OPERATION AND MAINTENANCE MANUAL Furnish at the job completion 3 copies including all mechanical equipment. An index shall be included with all contents listed in an arrangement similar to the specifications. Name, address, and telephone number of all equipment suppliers shall be included. DIVISION 15 MECHANICAL SECTION 15010 GENERAL PROVISIONS PAGE 3 15025 GUARANTEE All labor and materials furnished shall be guaranteed free from defect. Should a defect be found during the guarantee period, it shall be repaired or replaced without cost to the Owner. The guarantee period is one year from date of completion. Product warranty information shall be included in the maintenance and operation manual. All equipment and installation shall be guaranteed by the Contractor to be in compliance with WISHA Regulations. 15026 AS BUILT DRAWINGS 15027 CORING Furnish one set of mylar reproducibles at the completion of construction. All wood boxes for penetrating concrete slabs or walls for pipes, ducts, or equipment, shall be provided by the concrete contractor. Heating, ventilation, and plumbing contractors shall locate all such boxes and shall be responsible for giving full information to the concrete contractor in ample time. 15028 CUTTING AND PATCHING Heating, ventilation, air conditioning, and plumbing contractors shall inform the concrete contractor of all openings required in the building construction for the installation of his work. All such openings will be provided by the concrete contractor. Any cutting and patching necessary through the neglect of the heating, ventilating, air conditioning, and plumbing contractors shall be done by the concrete contractor at the expense of the heating, ventilating, air conditioning, and plumbing contractors. DIVISION 15 MECHANICAL SECTION 15010 GENERAL PROVISIONS PAGE 4 15029 MATERIALS AND EQUIPMENT items of electrical equipment or items partially composed of electrical equipment shall carry Underwriter's Laboratory label either for the entire I unit, or, for the electrical portion of the equipment. If standards do not exist, equipment will be approved if the item has been submitted to the testing laboratory and the manufacturer certifies compliance with Underwriter's Laboratory standards established in similar items. � 15035 THE WORD "PROVIDE" 15036 STORAGE OF MATERIALS DIVISION 15 MECHANICAL SECTION 15010 GENERAL PROVISIONS PAGE 5 Install equipment to be easily accessible for operation, maintenance or repair. As used in these specifications means "furnish and install." Protect from physical damage or damage due to corrosion. The make or name of products as stated in the specifications is used to establish a standard for . that particular product. Products of equal manufacture will be allowed. 15037 INSTRUCTIONS The heating, ventilation, air conditioning, and plumbing contractors shall also instruct the Owner or his operator as to the function, operation, maintenance, and adjustment of each piece of equipment and each such system provided or installed by him at the conclusion of the job. . 15100 PIPING WORK, GENERAL 15101 CONCEALED PIPING 15104 DIAGRAMS Conceal all piping in finished areas of the building unless otherwise noted. 15102 INTERFERENCES Arrange piping to avoid interferences with light outlets, fixtures, ductwork, and other obstructions. 15103 PROVISION FOR PIPE COVERING Allow sufficient space for the proper installation of the pipe covering. If piping is installed too close to other piping or equipment, the piping shall be moved to avoid such interferences. Piping diagrams are schematic only, and must not be used for obtaining lineal runs or number and type of fittings and fixtures. 15105 OFFSETS IN PIPING 15106 STEEL PIPE 15107 REAMING DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 1 The drawings do not attempt to show exact details of all piping. No extra payments will be allowed where obstructions in the work of other trades, or work under this contract, require offsets in the piping. Welded or seamless construction, ASTM -A -120, or ASTM- A-53, Schedule 40. Ream all cut ends to full pipe diameter at screwed connections. 15108 SCREWED FITTINGS 15109 UNION 151.0 INSTALLATION OF VALVES DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 2 Fittings other than drainage fittings shall not be less than 125 psi WP, shall comply with ASA dimensions, and shall be galvanized where specified under the respective system; shall be Grinnell, Grabler, Stockham, Walworth, or Kuhns manufacture. Street elbows shall not be used. Provide at each pipe connection to equipment, traps, and valve specialties, and where necessary to disconnect piping for repairs; ground joint malleable type on screwed joint and welded piping, 2 -1/2" and smaller, Grinnell, Walworth, Stockham, Grabler, or Kuhns manufacture. On welded piping 3" and larger provide flanges. Insulated unions at junction of dissimilar metals. Install valves with stem horizontal or above the horizontal; vertical, handle up where possible, but never less than horizontal. 15111 CLOSE NIPPLES Not permitted. For short pipe connections, use standard short nipples. 15112 PIPE JOINT LUBRICANT Provide on the male threads of all screwed pipe, Good Manufacturing Co., Dixon, or Crane Co., pipe lubricant. 15113 OPENINGS FOR PIPS Keep closed during the progress of the work. 15114 FLUSHING OUT OF PIPING Flush out all piping for liquid service using cold water, before placing in service. Sterilize water piping in accordance with plumbing code. For flanged connections shall be compressed asbestos, 1/16" thick; Anchor Packing Co., Crane, Johns- Manville, or Garlock manufacture. 15130.01 GATE VALVES - 3 -1/2" and larger #50357 Wolverine Iron Body Flanged Gate Valve, 125 #, rising stem. 15130.02 GATE VALVES - 3" and smaller 15130.03 GLOBE VALVES 15130.04 CHECK VALVES 15130.05 BALL VALVES 5135 SLEEVING 15135.01 GENERAL 15135.02 SLEEVES THROUGH WALLS BELOW GRADE 15135.03 PROJECTING SLEEVES DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 4 #50292 through 50299 Wolverine Bronze Gate Valve, 125 #, non - rising stem, threaded ends. #50382 through #50387 Wolverine Bronze Globe Valve, 150 #, threaded ends. #50404 through #50409 Wolverine Bronze Check Valve, 125 #, swing check, threaded ends. #50360 through #50365 Wolverine Bronze Ball Valve with Teflon seat rings, 125 #, threaded ends. 15130.06 BALANCE VALVES #7410 Hayes, iron body, brass plug, threaded ends, square head stop. Provide pipe sleeves through concrete and masonry construction for all piping. Provide steel pipe case in the concrete. The pipe shall exactly center on the sleeve, and the annular space shall be caulked with oakum and lead, the same as provided for soil pipe hubs. Provide wherever piping passes through the floor areas above grade mechanical rooms or rooms in which plumbing fixture is installed, steel cast in concrete. 15135.04 MATERIAL 13135.05 FASTENING OR SLEEVES 15140 COPPER TUBING AND FITTINGS 15140.01 GENERAL DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 5 Except where speechified to be steel pipe, use sheet metal, steel pipe or sleeves of Miracle or Adjus -to- Crete manufacture. Attach to wood forms with centered lag screws or nails; to metal forms with screws. Bronze castings, or seamless wrought copper, soldering pattern. Use full - formed tees. Saddles on pipe not permitted. 15140.08 STEEL PIPE 15145 UNIONS Not permitted in any part of the copper piping system. Use brass nipples for connection of faucets and other fittings. 15140.09 INSULATING UNIONS Provide at each point of connection with ferrous metal distribution main or header; coupling type up to 2" size, Capitol Series CS or EPCO "Dielectric Union;" for larger sizes, flange type with insulation spacers and washers, Capitol Series RG. 15145.01 UNIONS - 2" and smaller 15145.02 TYPE 15145.03 UNIONS - over 2" 15150 PIPE HANGERS AND ANCHORS 15150.01 GENERAL 15150.02 PIPING AT CEILINGS DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 6 Malleable iron railroad unions with brass to iron seta, screwed ends, for not less than 200 pounds W .S.P. Unions shall be galvanized or black to match the pipe in which installed. Black cast iron flanged type. Install unions at all removable equipment if union connections are not provided by the equipment itself. Provide suitable hangers for all piping; also all anchor bolts required for securing any part of the work. Exposed work, including work in mechanical rooms, shall have individual rod hangers and pipe rings; for concealed work under 5" size, strap hangars and pipe rings. DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 7 15150.03 ROD HANGERS Grinnell Co., Figure 104 or equal, in mechanical rooms and wherever exposed to view. Figure 97 can be used in concealed spaces. Non - ferrous hangers for copper pipe shall be used. 15130.03.1 PIPE SIZE ROD SIZE 1/2" to 2" inclusive 3/8" 2 -1/2" to 3 -1/2" inclusive 1/2" 4" and larger 3/4" 15150.04 HANGER SPACING FOR HORIZONTAL PIPING A. Steel Pipe: Maximum hanger spacing as follows: 1 ", 1 -1/4" pipe 7 ft. span 1 -1/2" pipe 9 ft. span 2" pipe 10 ft. span 2 -1/2 ", 3" pipe 12 ft. span 4" pipe 14 ft. span 6" pipe 17 ft. span B. Copper Pipe 1/2" pipe 5 ft. span 1" pipe 7 ft. span 1 -1/4 ", 1 -1/2" pipe 8 ft. span 2 ", 2 -1/2" pipe 9 ft. span 3 ", 4" pipe 10 ft. span C. Cast Iron Soil Pipe: One hanger per section, maximum 5 ft. spacing. DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 8 15150.05 STRAP HANGERS (OPTIONAL) For pipe 2 -1/2" size and smaller, galvanized perforated straps, 3/4" wide No. 16 gauge with Fee & Mason Fig. 201, or Grinnell Fig. No. 95 pipe rings. For pipe 3" and larger, straps shall be 1 -1/4" wide, No. 12 gauge, with hinged type pipe ring, Grabler No. 330, or Grinnell Fig. 108. 15150.06 SUPPORT OF VERTICAL CAST IRON PIPE 15155.01 GENERAL Do all earthwork required for the mechanical work. Restore finished surfaces to existing condition. 15155.02 EXCAVATION Provide as necessary for the installation of all work in the ground. 15155.03 TRENCHING OF PIPE Install pipe in open trenches. Keep banks of trenches as nearly vertical as possible. Allow not less than 8" clear space on each side of the pipe. Keep bottom of trench true to grade, with hand formed bell holes where required, to permit jointing. 15155.04 BRACING AND SHORING Provide in trenches were depth of excavation or character of soil make it necessary for protection of workmen. Comply with local and state safety laws and regulations. 15155.05 BACKFILLING DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 9 Provide backfill for excavated areas after testing and inspection, done with selected materials, on one foot layers, each thoroughly tamped with mechanical equipment to a density of 95 %. Take special care to compact the backfill under services where they enter the building to prevent settling. This contractor shall be fully responsible for any damage to piping or property as a result of settling around service lines. 15155.06 CLEANING UP Keep premises clean during the entire progress of the job. 15155.07 SURPLUS EARTH Remove from the site. 15155.08 PROTECTION See Section 15031. 15155.09 EXISTING UTILITIES Repair or replace promptly any existing utilities damaged by this work, at no expense to the Owner. 15160 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE 15160.01 REQUIREMENTS At the time of examining the plans, specifications, and site, each contractor should make certain he understands all requirements thoroughly. 15160.02 If this contractor makes any changes, the shall be documented and have prior approval of the General Contractor. 15160.03 RESPONSIBILITY 15170.01 GENERAL The omission of the expressed reference to any item of labor necessary for the proper execution of the work, in accordance with present day practice, shall not relieve the contractor from furnishing and installing same. 15165 COOPERATION There shall be complete cooperation with all other crafts, in the matter of planning and laying out of the work, and every reasonable effort shall be made to prevent conflict as to space requirements, dimensions, locations, leaving of openings, or other matters tending to obstruct or delay the work of any craft. 15170 DOMESTIC WATER PIPINg All domestic water service including city water meters to be under tenant improvements. Provide 1" water stub -ups into floor slab as shown in the drawings. Provide exterior hose bibbs per drawings. Provide sanitary sewer stub -ups at floor slab as shown in drawings. 15170.02 PIPE AND FITTINGS Shall be Type K copper with seat fittings or schedule 40 galvanized steel with 150# galvanized malleable iron threaded fittings. 15170.03 AIR CHAMBER DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 10 Provide air chamber at each water connection to a plumbing fixture, same size as connection. Minimum length 16" except flush valves 24 ". 15170.04 GRADE Grade all lines to a drain point. Wherever lines can not be drained through fixtures or hose bibbs, provide key - operated hose -end drain valve. 15170.05 FLUSHING Sterilize and flush piping to comply with State Health Department. 15170.06 HOT WATER TANK PLUMBING CONNECTIONS Cold water through grate valve and check valve, return' through check valve drain. Drain from low point. Pipe relief valve discharge to suitable drainage point. 15170.07 HOSE BIBBS INSIDE BUILDING DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 11 Shall be flanged female inlet, 3/4" size. Polished chromium plat. Chicago Faucet No. 387. Non - freeze wall hydrants shall be Smith 5610. Provide vacuum breaker, Nidel, or equal for all hose connections. 15170.08 BURIED FERROUS PIPE All non - welded joints in ferrous underground piping, except where insulated joints are required, shall be provided with a jumper bond of not less than No. 8 stranded insulated copper wire. All bond terminals shall be coated and wrapped to exclude moisture. 15170.09 DAMAGE TO PIPES Positive means shall be provided to guard against breaking of pipes or loosening of joints due to settlement of the building to the pipe itself. Such means shall be in the form of swing - joints or other positive and permanent means, including special foundations outside underground lines where necessary. 15170.10 Water pressure regulating valves shall be installed with a globe value bypass to regulate all domestic water supply pressure. 15175.07 SOIL AND WASTE PIPING BELOW GROUND Shall be cast iron soil pipe, standard weight. No ' pipe smaller than 2" size. Extend in cast iron to 5/ beyond the building wall. Hub and spigot or no -hub acceptable as code allows. 15175.11 OAKUM 15175.08 VENTS 15175.12 CLEANOUTS DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 13 Provide vent fir each trap. Cast iron below ground, except plastic may be used where developed length does not exceed 35 feet. 15175.09 JOINTS IN HUB AND SPIGOT PIPE Pack the bottom of the Hub tightly with oakum, leaving at least 1 -12" for lead. Fill the hub with lead at one pour, using an asbestos roll on horizontal or inclined joints. Caulk and trim to make the lead flush with bell. 15175.10 OPTIONAL JOINTS In hub and spigot pipe shall be neoprene gasketed type in which the gasket is locked into a modified Hub and spigot joint, Tyler "Tyseal." Shall be braided glass cloth jacketed jute core year (white oakum). 15175.12 At each pipe or penetration passing through the roof, provide 3 lb. sheet lead extending out at least 10" from the pipe, and for vents run above the roof around the pipe. Counterflash with a 3 lb. lead sleeve, turned down inside the pipe and overlapping lower flashing at least 2 ". Provide cleanouts at all locations required to clean piping, not over 50 feet apart, including the end of main drain, the base of all vertical stacks and elsewhere as required by Ordinances and Codes; full size of piping served; accessible for use with conventional cleaning equipment. Use brass plugs, with graphite lubricant on threads. 15175.14 CLEANOUT FRAME AND COVER Provide cleanout and cover for each cleanout. (To be heavy duty type in warehouse.) 15180 FLOOR DRAINS 15180.01 GENERAL DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 14 Provide all floor drains as indicated on drawing or as required by code. 15180.02 Floor drains in general shall be adjustable flat polished brass stainer, size of outlet as indicated on drawings. 15185 EST OF WATER SYSTEM The entire water system shall be tested in its entirety by filling the entire system with water under a pressure of 100 psi. The test shall be applied for sufficient time to determine tightness, not less than 4 hours. All piping showing leakage shall be removed and repaired. No caulking of leaks shall be permitted. All tests shall be made before the insulation is applied. 15186 TEST OF DRAINAGE SYSTEM (WITHIN BUILDING) A water test shall be applied to the system in its entirety or in sections. All openings shall be closed, except the highest opening and the system shall be filled with water to the point of overflow. 15186 TEST OF DRAINAGE SYSTEM (WITHIN BUILDING), continued The water level shall remain constant without any further additions for sufficient time to inspect the entire system, or section, but in no case less than 1 hour. All leaks found in the system shall be repaired and new tests made. 15187 PLUMBING FIXTURES -- GENERAL 15187.01 TYPE All trim shall be secured by means of Allen Hear, or Phillips head set screws. No common screwdriver will be permitted. Trimmings shall be all brass with exposed parts chrome plated. Fixture traps shall be 17 gauge brass tubing, chrome plated. Provide all backing, supports, and carriers for all plumbing fixtures. American Standard figure numbers as used to establish type and quality. Kohler or Crane equal are acceptable. 15187.02 Location of plumbing fixtures shall be as shown on the Architectural plans and details. 15187.03 Color shall be white. DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 15 15187.04 Trim shall be brass with all exposed metal parts chrome plated over nickel. 15187.04.1 Angle stops shall be provided in all water connections to fixtures. They shall be threaded inlet, fixed key handle with 1/2" o.d. supplies to fixtures. 15187.04.2 Escutcheon shall be provided at each point a pipe enters the wall. 15187.04.3 Traps shall be 17 gauge chromed seamless tubing. 15187.04.4 Wall hangers shall be Zurn Industrial, Inc., or J.R. Smith manufacture. A5190 FIXTURES DESCRIPTION 15190.01 WATER CLOSETS #2109.056, siphone jet, elongated bowl with close coupled tank, free standing #5334.016 Church solid plastic open front seat with stainless steel check hinge. 15190.05 15190.06 15190.07 15195 NATURAL GAS EXTENSIONS 15195.01 SCOPE OF WORK DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 16 15190.02 URINAL #6560.015 Trimbrook 3/4 T.S. urinal. #186 YVQ Sloan royal flush valves. 15190.03 LAVORATORIES #0361.022 20 X 18 Scotian china lavoratory. #2379.030 single lever faucet with pop -up drain 1 -1/2 Ch P1 17 ga. P Trap. (PR) R1715A Speedway supplies and stops. 15190.04 WATER HEATER Electric storage type, glass lined, A.O. Smith, size in accordance with the ASHRAE Guide. FLOOR DRAINS #2010A J.R. Smith with 5" round polished brass top. WALL HYDRANTS #5610 J.R. Smith Co., non- freeze for 8" wall, with vacuum breaker. MOP SINKS Fiat #MSB2424 molded stone mop service basin, Chicago #897 faucet, top brace, stops, vacuum breaker and hose . end spout. Connect to meter stations, provided by Washington Natural Gas Company, and extend to heating equipment. Gas piping will not be permitted above roof. 15195.02 15195.02.1 15195.02.2 15195.02.3 15195.02.4 15195.02.5 Nordstrom Nordstrom. each valve. DIVISION 15 MECHANICAL SECTION 15100 PLUMBING AND PIPING PAGE 17 MATERIALS Piping - above ground: 2 -1/2" through 6" will be ASTM -120 Schedule 40 black pipe, beveled ends for welding. 2" and smaller will be threaded and coupled. Piping will not be permitted on roof. Fittings: Standard Schedule 40 black welding black malleable screwed fittings as required. Flanges: 150# weld neck flanges with suitable and bolts. Valves: 2" and smaller - #142 2" and larger - #143 Supply one handle for type or gaskets plastic asbestos cement, trowelled smooth and canvas or Zestons. 15500 FIRE PROTECTION 15501 GENERAL 15501.01 AUTOMATIC FIRE SPRINKLERS Requirements of General Conditions apply to the work of this section. 15501.01.1 BASIC BID Basic Bid shall include: 15501.02.1 GENERAL DIVISION 15 MECHANICAL SECTION 15500 FIRE PROTECTION PAGE 1 1. Connections and backfill complete to service supply provided 5' outside building perimeter. 2. "Provide .39 GPM /sq. ft. over 5,600 sq. ft. calculated wet sprinkler system with 286 degrees Fahrenheit sprinkler heads as approved by Washington Survey and Rating Bureau and Factory Mutual." 3. "Provide 6" x 2 -1/2" x 2 -1/2" 1000 gal. /minimum exposed wall hydrants as shown on drawings. 4. Provide capacity and plugged tees for future rack sprinklers. 15501.01.2 ALTERNATE BID Substitutions of materials or change of method from that described herein are welcomed but must be submitted for approval prior to contract award. The sprinkler contractor is encouraged to propose any design that is approved and that will show a saving. 15501.02 DESCRIPTION OF SYSTEMS Sprinkler main and fire department connection location shall be located as shown on the drawings. "Valves and Fire Department connections shall be installed at accessible heights acceptable to the Swale Fire Department." `Tv kw§ ilk 15501.02. 15501.03 15501.04 2 The entire building areas exterior canopy. COMPLETE INSTALLATION SCOPE DIVISION 15 MECHANICAL SECTION 15500 FIRE PROTECTION PAGE 2 shall be sprinklered except The complete installation shall be made in compliance with the requirements of the latest rules and regulations of the Factory Mutual and Washington Survey and Rating Bureau. The drawings and specifications shall take precedence only when their requirements are greater than that of the Washington Survey and Rating Bureau and /or Factory Mutual. Furnish all labor, materials, and equipment required for complete installation of the work of this section as shown on the drawings, described herein and as required by the Washington Survey and Rating Bureau. The work shall include, but shall not be limited to, the following principal items: 1. Inside and outside piping, including installation of fire department connections as specified. 2. Provide control valves, water motor gongs and any other pertinent devices required for complete and operating system and water flow indicator. 3. Sprinkler heads. 4. Valves, hangers, sleeves, and accessories required for a complete installation. 5. Drain connections and piping. 6. Excavation and backfill. 7. Cutting and patching as specified. 8. Preparations of sprinkler layout drawings. 9. All permits. 15501.05 WORK NOT INCLUDED IN THIS SECTION 15501.05.1 Finish painting. 15501.06 SHOP DRAWINGS AND SUBMITTAL DATA 15501.06.1 MODIFICATION 15501.06.2 GENERAL 15501.06.3 SUBMITTAL DATA DIVISION 15 MECHANICAL SECTION 15500 FIRE PROTECTION PAGE 3 15501.05.2 Concrete work, except thrust blocks. 15501.05.3 Electrical connections to water flow indicators,'alarm bell and pressure system electrical control, including wiring and conduit. The article "Shop Drawings" as specified under Section General Conditions shall apply except as modified herein. Shop drawings, material lists, and /or plates and brochures, as required by the specifications shall be prepared and submitted to the Architect for review within 30 days after award of contract. No work indicated on any one shop drawing shall be started until such drawings have been reviewed by the Architect. The Contractor shall submit complete brochures, giving names of manufacturers and catalog figure numbers, trade names, technical data and requested information of each item to be furnished. Prepare complete shop drawings of the fir sprinkler system, including sprinkler head layout, coordinated with lighting air diffuser layouts, and warehouse smoke vents. A plot plan showing the locations of supply connections, and related devices, and other equipment to be used, is to be submitted for approval to the Washington Survey and Rating Bureau. It shall be understood that there will be no additions to the Contract for any changes necessary for this approval. After receiving stamped approval of the local authorities, shop drawings shall be submitted to the Architect for approval. 15501.06.4 COPIES OF SUBMITTAL DATA DIVISION 15 MECHANICAL SECTION 15500 FIRE PROTECTION PAGE 4 Two copies shall be submitted for preliminary approval. One copy shall be returned to the Contractor, who shall review corrections, if so noted, and resubmit 6 copies for final approval. Three copies of final approved submittal data will be returned to the Contractor. The Contractor may submit additional copies necessary to correlate the work of other trades. 15501.07 DRAWINGS OF RECORD 15501.07.1 The Contractor shall provide and keep up -to -date a complete set of blueline prints of the approved shop drawings which shall be corrected daily to show every change from the approved shop drawings. This set of prints shall be kept on the jobsite and shall be used only as a record set. This shall not be construed as authorization for the Contractor to make changes in the approved layout without definite instructions in each case. 15501.07.2 UPON COMPLETION 15501.08 OPENINGS, CUTTING AND PATCHING 15501.08.1 OPENINGS Upon completion of the work, a set of mylar transparencies of the approved contract drawings shall be obtained and all changes, as noted on the record set of prints, shall be incorporated thereon by him with black ink. This set of transparencies shall be delivered to the Architect. Final payment to the Contractor will not be authorized until these transparencies have been submitted and approved by the Architect. Openings have been indicated on the Architectural and Structural drawings. Should any additional openings, or holes, be required for work on this section, the cost of same shall be an obligation of this section. DIVISION 15 MECHANICAL SECTION 15500 FIRE PROTECTION PAGE 5 15501.08.2 LOCATION The Contractor shall, at a time in advance of the work, verify the openings as shown on the architectural and structural drawings. If the work of this section requires such, he shall furnish new instructions as to his requirements for these openings, subject to approval by the Architect. 15501.08.3 CUTTING AND PATCHING All additional cutting and patching and reinforcement of construction of building, subject to the approval of the Architect, shall be performed under the section of the specification covering the particular materials, and the cost of same shall be an obligation of this section. 15501.09 COORDINATION WITH OTHER TRADES 15501.09.1 COMPLETE DRAWINGS AND SPECIFICATIONS Complete drawings and specifications of all trades will be furnished or will be available for inspection in the construction office at the jobsite. The contractor shall carefully check these drawings and specifications, before installing any of his work. After checking the above mentioned drawings and specifications, the contractor shall, in all cases, consider the work of all other trades, and shall coordinate his work with that of the air conditioning, plumbing and electrical contractors, so that the best arrangement of all equipment, piping, conduit, ducts, etc., can be obtained. 15501.09.2 THE CONTRACTOR 15501.10 QUALIFICATIONS OF CONTRACTOR 15501.11 EXCAVATION AND BACKFILL DIVISION 15 MECHANICAL SECTION 15500 FIRE PROTECTION PAGE 6 The contractor shall call the attention of the Architect to any points of conflict between his work and that of other trades, so that the conflict may be properly adjusted. Work installed by this contractor, which interferes with the work of other trades, shall be removed and reinstalled at this Contractor's expense when so directed by the Architect or his representative. It shall be understood that no contract will be permitted to accomplish the above results, unless layout has been specifically approved at a prior date. The contractor for the installation shall be duly licensed and regularly engaged in the installation of automatic sprinkler equipment as listed by Underwriter's Laboratories, Inc., or other nationally recognized testing laboratories. Do all excavation and backfill required to install the work of this section inside and outside as shown on the drawings. All excavation and backfill, including barricade protection, shall be in accordance with the specified under section Earthwork. Piping outside of the building shall be buried below the frost line or to a depth to the top of the pipe of not less than 3u below finish grade, whichever is greater, except as otherwise noted on the drawings. Do not backfill until after final inspection of, and as directed by, the Architect. All excavated materials to be disposed of off -site. Backfill to be free draining material approved by General Contractor and compacted to 95% density. 15510 SPRINKLER EOUIPMENT 15510.01 INTERIOR SPRINKLER PIPING 1. Pipe - schedule 40 or as scheduled in NFPA #13. 2. Fittings - cast iron, standard weight, Underwriter approved. 3. Underground Piping - shall be cast iron, Tyton, mechanical joint or approved equal. 15510.02 DRAIN PIPING DIVISION 15 MECHANICAL SECTION 15500 FIRE PROTECTION PAGE 7 1. Pipe - schedule 40, galvanized steel. 2. Fittings - cast iron, drainage pattern, standard weight, screwed. 15510.03 FIRE DEPARTMENT CONNECTION 1. Underground Piping - same as specified above for main water service. 2. Above Ground Piping a. Pipe - schedule 40. b. Fittings - 150 lbs., black iron, screwed. 15511 PIPING INSTALLATION 1511.01 UNDERGROUND PIPING Underground piping shall be laid to bear the entire length. All elbows, bends, etc., shall be securely braced, or clamped, and provided with concrete thrust blocks in an approved manner. 15511.02 HANGERS AND SUPPORTS Hangers and supports shall be provided as required by code. 15511.03 15511.04 15511.05 15511.06 15511.07 15512 15512.01 15512.02 15513 15513.01 DIVISION 15 MECHANICAL SECTION 15500 FIRE PROTECTION PAGE 8 Provide all necessary clamps and rods for properly supporting sprinkler risers and underground piping, all in strict accordance with requirements of NFPA Pamphlets No. 13, 23, and 24. Inspector's test pipe as required by code. Screw joints shall be to make threads only. bore at end pipe same REDUCERS All valves to meet UL SPRINKLER HEADS SPRINKLER HEADS made up with pipe paste applied Ream pipe is necessary to make diameter as within the pipe. Reductions in pipe sizes shall be made with one piece reducing fittings. Bushings will not be acceptable in quantities exceeding UL standards. DRAINS Install drain valves at all low points in piping. VALVES Manufacturer's figure and features desired. numbers are for type, quality, approval. Sprinkler heads shall be Underwriter's approved for use intended. Reliable or approved equal, standard pendant, standard upright, and standard sidewall types. Heads shall be bronze and rated for 286 degrees Fahrenheit. 15513.02 . ' , „ • • . • . • .. DIVISION 15 MECHANICAL SECTION 15500 FIRE PROTECTION PAGE 9 LOCATION AND FINISH 1.. Flushheads in entry and sales area. Pendant heads shall be installed in all other areas with suspended ceilings. Heads shall be cadmium plated. Heads shall be installed with polished aluminum escutcheons and piping concealed.2 2. Upright heads shall be installed in all areas without suspended ceilings. 15513.03 EXTRA HEADS Provide 12 extra heads per riser, enclosed in suitable receptacle and one head wrench for each type. Receptacle shall be mounted where directed by. the Architect. 15513.04 GUARDS Guards shall be provided where required by code, and on all sprinklers in warehouse. 155,14 PRESSURE GAUtES 15514.01 Pressure gauges shall be installed as required by code, Underwriter's approved 4-1/2" dial type, Marsh, or approved equal, and shall have a maximum lintic of not less than twice the normal working pressure at the point where installed. 155151 SLEEVES AND ESCUTCHEONS 15515.01 Sleeves shall be provided for all pipes passing through walls, floors (except for framed openings) and lath and plaster partitions and ceilings. For concrete construction, sleeves shall be set in forms before concrete is poured. Provide 1" clearance between sleeve and pipe. Where installed in fire walls, caulk space between pipe and sleeve with asbestos rope. 1. In Slab Construction Schedule 40 black steel pipe. Sleeves shall extend 2" above finished floor and upper sur±uce to be sealed with mastic. 2. In Concrete Walls Schedule 40 black steel pipe. When installed in outside walls, caulk spaces between pipe and sleeve with approved caulking material with outer surface sealed to be water- tight. 3. In Beams 15515.02 ESCUTCHEONS DIVISION 15 MECHANICAL SECTION 15500 FIRE PROTECTION PAGE 10 Schedule 40 black steel. Space between pipes and sleeve shall be packed with glass fiber. 4. Sleeves through Waterproof Membranes Sleeves set in walls and slabs with waterproof membrane may be either cast iron or steel and shall be provided with a non - puncturing flashing clamp device and corrosion resistant clamping bolts. Caulk space between pipe and sleeve with approved caulking material with outer surface sealed water - tight. Furnish and install steel set screw type escutcheons on all exposed pipes passing through walls, floors, ceilings, and partitions. 15530 STANDPIPE AND FIRE HOSE EOUIPMENT 15530.01 Fire hydrants shall have 4" main valve opening (MVO) as specified for 42" trench, unless otherwise designated, flanged at ground line, 6" MJ connection with suitable lugs if tie rods are to be used; two 2- 1/2" hose connection National Standard Thread; pumper connection and operating nut to match existing hydrants. Hydrant shall be so constructed that direction of facing of pumper connection may be rotated to face the roadway. Hydrants shall comply with AWWA C -502. Unless otherwise specified, hydrant shall be of traffic type with break flange construction. 15531 FIRE HOSING CONNECTIONS 15531.01 Firehose connections shall be UL approved connection, 6" IPT outlet 2 -1/2" hose thread inlets in accordance with local fire department requirements (minimum 2 required). Height of connection shall be as required by the local fire department. 15.570 NON - ELECTRIC ALARM EOUIPMEN'] 15570.01 Alarm bell shall be Underwriter's approved water gong installed where shown on the drawings complete with suitable identification sign. 15580 TESTING AND APPROVAL 15580.01 TESTING 15580.02 APPROVAL DIVISION 15 MECHANICAL SECTION 15500 FIRE PROTECTION PAGE 11 Upon completion of the system, the Contractor shall subject same to a hydro - static pressure of 200 pounds per square inch, for a two -hour, continuous period in accordance with US requirements. Any defects due to materials, or workmanship, occurring during this test shall be immediately and properly corrected. Upon completion of this system, the Contractor shall furnish the Owner a certificate of approval from legally constituted authorities having jurisdiction, or in lieu thereof, a certified copy of same. DIVISION 15 MECHANICAL SECTION 15500 FIRE PROTECTION PAGE 12 15580.03 IDENTIFICATION SIGNS Drain valves, test valves, control valves, and alarm valves shall be fitted with approved enamel signs indicating their use. 15580.04 OPERATING INSTRUCTIONS 15580.04 GUARANTEE Upon completion and approval of this system, the Contractor shall provide an experienced engineer to instruct the Owner's operators in all details of operating and maintaining the system. The Contractor shall provide 5 sets of typewritten operation instructions, parts lists, and service manuals of all equipment, wiring diagrams, control diagrams, and test reports suitably bound. All materials, apparatus, and equipment furnished and installed hereunder shall be new and free from all defects. Should any trouble develop within 1 year from date of acceptance of the work, due to faulty material and /or workmanship, the trouble shall be corrected by the Contractor without expense to the Owner. 155Q1.01 SYSTEM DRAINAGE "Drainline shall be piped into open funnel drain which shall be tied to the storm sewer system. Size of pipes and drain as required for capacity of full 'drain down' drain of system." 15800 DESIGN CRITERIA 15800.01 AIR CONDITIONING OFFICE AREAS 15800.01.5 Heating shall be by natural gas. DIVISION 15 MECHANICAL SECTION 15800 HEATING, VENTILATION AND AIR CONDITIONING PAGE 1 15800.01.1 The Contractor shall provide an air conditioning system with zones as required. System shall include return air and relief air provisions. Air conditioning system shall maintain the following conditions or see general design criteria. Summer: Inside temperatures, 78 degrees Fahrenheit. Heating: Designed for 70 degrees Fahrenheit. 15800.01.2 Air conditioning systems shall be designed so as to not exceed a noise criteria of NC -40. 15800.01.3 The contractor shall supply a maximum of 350 cfm per outlet in suspended ceiling areas of 8' height or less. 15800.01.4 All areas shall be designed for a lighting level of 2.0 watts per sq. ft. 15800.01.6 Provide combined 7 -day time clock(s) (as required), with night setback to control all systems. 15800.01.7 Air conditioning equipment shall be Trane, Lennox, Carrier or approved manufacturer. Equipment shall. meet Energy Code requirements, including economizers where required by Energy Code. 15800.02 VENTILATION 15800.02.1 Provide ventilation to meet all applicable codes. 15800.02.2 Toilet Exhaust: provide toilet exhaust to meet applicable codes, with minimum of 12 air changes per hour. 15800.02.3 Special Exhaust: Provide adequate exhaust for lunch room and conference room. 15800.03 WAREHOUSE VENTILATION Excluded as part of Mechanical Requirements. (HIC) 15800.04 OFFICE AREA HEATING Design to standards of applicable Energy Code. 15800.05 WAREHOUSE HEATING "Provide gas unit heaters with individual thermostat control. Design temperature shall be 35 degrees Farenheit at no lower than 15 degrees Fahrenheit outside design temperature. Design is intended to provide inside temperature sufficient only to prevent fire protection system from freezing at 15 degrees Fahrenheit outside design temperature. Gas unit heaters to divide the building into tenant zones." 15800.06 WORK EXCLUDED 1. All power wiring. 2. Disconnect switches and final connections to mechanical equipment. 3. Roof curbs for mechanical equipment. 4. Equipment support timbers or structural reinforcing.. 5. Painting. 15805 DRAWINGS Refer to architectural, structural, and electrical Drawings for details. 15$06 SUBSTITUTIONS DIVISION 15 MECHANICAL SECTION 15800 HEATING, VENTILATION AND AIR CONDITIONING PAGE 2 DIVISION 15 MECHANICAL SECTION 15800 HEATING, VENTILATION AND AIR CONDITIONING PAGE 3 15806.01 Where an article or product is referred to by a manufacturer's name and /or model number, followed by the words "or equal," an article or product may be substituted with the approval of the Architect with the understanding that the substituted article or product is equal to or better in every respect as that specified. 15806.02 As -built drawings, submittals and operation instructions shall reflect the approved article or product. 15807 SUBMITTALS Per Section 152020 of this specification. 15808 MEASUREMENTS 15808.01 Verify all measurements at the job. 15808.02 Check all piping, ducts, etc., to clear openings and available space. 15808.03 Locate all equipment, over structural beams and perlins where possible. 15808.04 No extra payment will be allowed for relocation of mechanical piping to remedy conflicts in the work. 15815 MATERIALS AND EOUIPMENT 15815.01 All materials shall be new, best of kind and similar products shall be of same manufacturer, except where otherwise indicated on the drawings. 15815.02 Protect all equipment and materials furnished under this division of specifications from damage, injury, or staining. Damaged items shall be replaced or repaired. 15815.03 The electrical contractor is to provide all electrical power to waterproof disconnect switches on rood and to exhaust fan installations. Air conditioning contractor to do all necessary control wiring. 15815.04 Air conditioning contractor shall furnish all magnetic starters and other controls for equipment furnishcd under his contract. The electrical contractor is to furnish power wiring for all equipment to disconnects, make final connections and install magnetic starters. 15815.05 SHEET METAL DUCTS 15815.05.3 Support ducts with hangers to suit construction as shown in " SMAENA HVAC Metal Duct Standards and Fiberglass Duct Standards." 15815.05.4 Fiberglass Ductboard - Ductwork for interior supply - return air conditioning systems may be used at contractors option. DIVISION 15 MECHANICAL SECTION 15800 HEATING, VENTILATION AND AIR CONDITIONING PAGE 4 Fabricate all ductwork and plenums of sizes shown on drawings. All ductwork shall be constructed of prime, first - quality, galvanized sheet metal of gauges as called for in "SMAENA HVAC Metal Duct Standards and Fiberglass Duct Standards." 15815.05.1 Reinforce all ducts to prevent buckling, breathing, vibrations or unnecessary noise, such reinforcing to be as recommended in the "SMAENA HVAC Metal Duct Standards and Fiberglass Duct Standards" plus any additional reinforcing as may be required to meet job conditions. 15815.05.2 Longitudinal and cross joints, elbows, transitions, etc., all to be furnished as specified in "SMAENA HVAC Metal Duct Standards and Fiberglass Duct Standards." 15815.05.5 Fabricate to prevent seams or joints being cut for the installation of grilles, registers or outlets. 15815.05.6 All exterior ductwork shall have joints and seams seated with mastic and be acoustically lined. 15815.06 VOLUME DAMPERS Provide manually operated volume control dampers in all branches or at all supply, return air, exhaust, or transfer openings, where necessary for proper balancing of air distribution. DIVISION 15 MECHANICAL SECTION 15800 HEATING, VENTILATION AND AIR CONDITIONING PAGE 5 15815.06.1 Dampers to be either single blade or multiblade as shown in " SMAENA HVAC Duct Standards and Fiberglass Duct Standards" and as required. They shall have an indication devise with lock to hold damper in position for proper setting. Provide "Young" concealed damper regulator. No. 315 for all inaccessible dampers. 15815.07 FIRE DAMPERS At penetrations of rated ceilings and walls, as designated in the architectural drawings, furnish and install fire dampers constructed as per "SMAENA HVAC Metal Duct Standards and Fiberglass Duct Standards" and Bulletin 90 -A of National Fire Protection Association. 15815.08 LOUVERS AND SCREENS Furnish and install all intake and exhaust louvers and screens of sizes as noted on drawings, to be constructed as per "SMAENA HVAC Metal Duct Standards and Fiberglass Duct Standards." 15815.09 FLEXIBLE CONNECTIONS Where fans or units connect to ducts and are shown on drawings, install fire resistant flexible connections of neoprene, or other approved material, 4:: per "SMAENA HVAC Duct Standards and Fiberglass Standards." Such connections to prevent transmission of vibration from fans or units to metal ducts or casings. 15815.10 ACOUSTICAL LINING Provide acoustical lining on all fresh air intakes (from inlet louver to fan), all supply ductwork as required to maintain sound levels. Material shall be blanket type glass fiber, 1" thickness, Gustin - Bacon, Johns - Manville, Owens - Corning, or equal. Density not less than 1 -1/2 lb. per cubic foot. Surface exposed to air motion shall be sprayed with a coat of vinyl or neoprene, with slow flame spread rating, to be used with Benjamin - Foster No. 81 -60 or equal, adhesive to duct. Use metal clips in addition to adhesive on sides and top of duct. 15815.13 ROOF EXHAUST FANS DIVISION 15 MECHANICAL SECTION 15800 HEATING, VENTILATION AND AIR CONDITIONING PAGE 6 15815.11 ACCESS DOORS Install access panels into ducts at all fire dampers, reheat coils, and automatic dampers. 15815.12 GRILLES, OUTLETS, AND REGISTERS Supply registers, return air grilles and registers, exhaust grilles and registers, and ceiling outlets; of type, size and accessories as shown on the drawings. 15815.12.1 Grilles and registers, as manufactured by Anemostat Co., Type S3HD and S2VO. Titus manufacturing Corporation, Carnes Corporation, or equal. Install volume control damper behind each supply regisL:er. Provide rubber gasket to prevent leakage and fasten securely in place with screws. 15815.12.2 Ceiling outlets as manufactured by Anemostat Co., Type RMD -FP or MRDS, Barber - Coleman Co., Titus Manufacturing Co., Carnes Corp., or equal. Install with rubber gaskets, and volume dampers of size noted on drawings. 15815.12.3 All grilles, registers, and ceiling outlets to be furnished with a factory applied, flat white lacquered finish to blend with the approved ceiling tile. Combined fan and motor package, belt driven fan and motor with adjustable sheave. Isolate motor from housing with rubber mountings. 15815.13.1 Fan bearings shall be ball bearings, self - aligning, grease packed. Provide and mount disconnect switch beneath rain -proof metal hood over motor, belts and drive. Fans with wheels 12" and larger shall bear AMCA rating seal. Smaller fans shall be tested and rated according to AMCA Standards. Select fans set for maximum outlet velocity of 1200 fpm. Provide Jenn Aire Type CR, BCR, or equal. 15814.14 SCREENS DIVISION 15 MECHANICAL SECTION 15800 HEATING, VENTILATION AND AIR CONDITIONING PAGE 7 15826.02 Locate openings for sheet metal ducts, grilles, diffusers, and louvers in walls, floors, ceiling, and roofs for framing by General Contractor. Framing of openings shall be level, plumb, and allow 1/4" clearance unless otherwise shown on the drawings. 15828 FOUNDATIONS, SUPPORTS, AND BASES DIVISION 15 MECHANICAL SECTION 15800 HEATING, VENTILATION AND AIR CONDITIONING PAGE 8 Furnish details of mechanical equipment support requirements for approval. Fabrication and installation of wood and /or concrete supports and bases shall be done by the General Contractor in accordance with approved details when integral with building structure, within roofing integrity, or when constructed of concrete. 15830 TEMPERATURE CONTROL 15830.01 SCOPE Provide a complete system of temperature control. 15830.02 TYPE OF SYSTEM Type of system shall be electric. 15830.03 MANUFACTURE Manufacture shall be Minneapolis Honeywell or equal. 15830.04 INSTALLATION Air conditioning control installation by air conditioning contractor. 15830.05 ROOM THERMOSTATS Room thermostats shall be wall mounted at 5'0" above the floor, 60 degrees Fahrenheit to 80 degrees Fahrenheit adjustable range, insulating base, metal case with thermometer and cover. Provide summer 3:4r; switch for unit heaters. Provide 7 -day time clock with night set back for air conditioning units. 15830.06 DAMPERS AND SHUTTERS Provide dampers and shutters where shown and specified. They shall be standard product of the manufacturer, construction as follows: 15830.06.1 Blades - galvanized sheet steel 16 ga. minimum. 15830.06.2 Steel Frames - galvanized steel. 15830.06.3 Connection Linkages - for more than one blade. 15830.06.4 Bearings - Steel stem operating in bronze bearing or equal. 15830.07 CONTROL WIRING Control wiring shall be as shown on Bidder Design Drawings. 15830.08 TESTING AND ADJUSTMENT 15832 PAINTING At completion the system shall be tested by air conditioning contractor. All painting, except touch up of mechanical equipment, shall be provided under Painting and Finishing Section of these Specifications. 15834 COORDINATION DIVISION 15 MECHANICAL SECTION 15800 HEATING, VENTILATION AND AIR CONDITIONING PAGE 9 Plan all work so that it proceeds with minimum interference to other trades and cooperate with other trades in the installation required in conjunction with their work. Provide sleeving information to the General Contractor for framing and supports in a timely manner as the work progresses. 15836 WORKMANSHIP The work under this division shall be performed buy workmen skilled in the trade involved and in a manner to present a neat and finished appearance. Should any work fail to comply with this requirement, or be improperly installed in the judgement of the General Contractor, it shall be moved or replaced at no additional cost to the Owner. 15838 BALANCING OF SYSTEMS The Contractor shall adjust all mechanical systems after installation is completed. Balancing shall be supervised by a licensed mechanical engineer experienced in air balancing. Qualifications shall be submitted to the Architect for approval. All systems shall be balanced to within a tolerance of plus or minus 10 %. All readings shall be recorded and 2 copies submitted to the Architect at completion. The following information shall be recorded: 15838.01 Air quantities, design, and actual on all air outlets and fan. (Provide record of all readings prior to inspection.) 15838.02 FANS 15838.02.1 CFM 15838.02.2 Static Pressure 15838.02.3 RPM 15838.02.4 Motor name plate data. 15838.02.5 Motor amperage and voltage. 15838.02.6 Belt, pulley, and sheave data. 15838.02.7 Entering and leaving air temperature. DIVISION 15 MECHANICAL SECTION 15800 HEATING, VENTILATION AND AIR CONDITIONING PAGE 10 15838.03 15838.03.1 15838.03.2 15840 15842 15844 15846 15848 ALL OTHER MOTORS Motor name plate data. Actual amperage and voltage. OPERATING INSTRUCTIONS Provide 3 copies of complete operating instructions, maintenance instructions, parts lists, tests and catalog sheets bound into booklet form. AS BUILT DRAWINGS Corrections and changes made during the progress of the work shall be recorded. At the completion of the work, Contractor shall furnish the Architect with a set of as -built mylar transparency drawings. Final payment to the Contractor will not be authorized until prints have been submitted. CLEANUP At the completion of each portion of the work, or at the direction of the superintendent, the subcontractor shall immediately remove all waste materials, rubbish, equipment and surplus materials. GUARANTEE Guarantee all materials and workmanship for a period of one year from completion of the work and remedy without expense to the Owner, any defect, providing same are not a result of misuse, abuse, or lack of proper maintenance on the part of the Owner. TEMPORARY OPERATION DIVISION 15 MECHANICAL SECTION 15800 HEATING, VENTILATION AND AIR CONDITIONING PAGE 11 Make available temporary operation of the building system for use by the General Contractor if, in the normal course of construction, the building system is . sufficiently complete to allow its use for this purpose. Cost of operation and repairs is the responsibility of the General Contractor. 15850.01 GENERAL 15850 NOISE AND VIBRATION Motor starters for all single speed motors will be provided as part of the electrical work, except where motor starter is furnished by the manufacturer as an integral part of the mechanical equipment, or where otherwise specified herein. For multiple speed motors, provide all control components under the mechanical work. Furnish wiring diagrams for all line voltage motor control systems to the electrician. Provide complete protection including a thermal heater in each phase leg for all motor starters. 15855.02 TYPE OF MOTORS DIVISION 15 MECHANICAL SECTION 15800 HEATING, VENTILATION AND AIR CONDITIONING PAGE 12 Three phase motors: Induction type, single speed, unless indicated otherwise. Single phase motors: split phase or capacitor start type as recommended by the manufacturer for the particular piece of equipment, single speed unless indicated otherwise. All motors shall be capable of starting the equipment and operating without being overloaded at design conditions. 15855.03 ELECTRIC WIRING FOR MOTORS Wiring is specified under other sections of these specifications. Furnish the exact locations of all electrical connections and complete information on motor controls to the electrician. Provide all control components for multiple speed motors under the mechanical work. GENERAL DESIGN CRITERIA FOR BIDDER DESIGN OF THE ELECTRICAL PORTION OF THIS PROJECT The pages following these criteria are intended to establish the minimum quality and installation procedures for the Electrical Bidder - Designer. If a division is listed as not applicable in these criteria, the Electrical Bidder - Designer shall disregard those items of quality and installation procedures in the following pages. The Design criteria for this project will be as follows: 1. ELECTRICAL SERVICES Primary service will be run underground to a transformer located above ground with separate underground secondary services. Primary transformer and primary service will be provided and sized by Puget Power. The building's Secondary Service shall be sized to serve normal office /warehouse loads with 25% reserve capacity. Sufficient spare conduit will be installed between the transformer and the building to double the service design load in the future. Service will be provided for the building's Owner "HARTUNG GLASS" who will occupy the entire warehouse and mezzanine area of the building. A house service will serve the balance of the building and all site electrical requirements. Provision shall be made for as many as four (4) additional tenant services located in the west office /mezzanine area. 2. WAREHOUSE / MEZZANINE LIGHTING Provide 15 FC at 3' -O" above floor. 3. WAREHOUSE OFFICE LIGHTING Provide 75 FC at 3' -0" above floor 4. FUTURE OFFICE LIGHTING Provide lighting sufficient to meet building code exiting requirements only. 5. TOILET ROOM LIGHTING Provide 50 F at 3' -0" above floor DIVISION 16 ELECTRICAL GENERAL DESIGN CRITERIA PAGE 1 GENERAL DESIGN CRITERIA FOR BIDDER DESIGN OF THE ELECTRICAL PORTION OF THIS PROJECT - continued 6. PARKING AREA LIGHTING Provide 1/2 FC at 3' -0" above parking area. Luminaries shall be designed for use with high- pressure sodium lamps. Lighting to be controlled by one single photo cell with contactor." 7. LIGHTING UNDER TRUCK DOORS N/A 8. LIGHTING AT RAIL SIDE N/A DIVISION 16 ELECTRICAL GENERAL DESIGN CRITERIA PAGE 2 9. TELEPHONE Service will be 4" conduit only run underground from terminal cabinet in building to utility line. 10. MECHANICAL EQUIPMENT AND HOOK -UP Provide all electrical work required for connecting of Crane, HVAC, and other building mechanical equipment, including wiring to and hook -up of all disconnects. Low voltage controls and control wiring by mechanical - contractor. 11. EXIT SIGNS Provide illuminated exit signs at all required exits and per Code. All design for the above is to be in strict accordance with the current National Electrical Code and any local codes which may apply. 16010 GENERAL PROVISIONS 16010.01 DESCRIPTION 16010.01.1 GENERAL REQUIREMENTS Conform to the Contract Documents. 16010.01.2 DEFINITIONS Definitions of all terms shall be in accordance with applicable definitions of: A1A American Institute of Architects IEEE Institute of Electrical and Electronic Engineers IES Illuminating Engineering Society NEMA National Electrical Manufacturers Association NEC National Electrical Code 16010.01.3 CODES Codes for installation of electrical work shall be City of Seattle Electrical Code, Electrical Safety Code, applicable rules and regulations, OSHA, and Washington Industrial Safety and Health ,Act. Any violation of the above Safety Codes shall be cause for immediate termination of the Contractor's authority to proceed with any work, and recourse to his surety for completion of the project. 16010.01.4 PERMITS AND INSPECTIONS PART II, DIVISION 16 ELECTRICAL SECTION 16010 GENERAL PROVISIONS PAGE 1 Obtain permits and pay fees required by governmental agencies having jurisdiction over this work. Arrange for inspections required during construction. On completion of work, furnish satisfactory evidence to show all work installed in accordance with codes. PART I1, DIVISION 16 ELECTRICAL SECTION 16010 GENERAL PROVISIONS PAGE 2 16010.01.5 CLEARANCES Adequate working space shall be provided around electrical equipment for maintenance and operation. Minimum clearances shall conform to Art. 110 -16 of NE Code. Where equipment, structural, mechanical or architectural arrangements impair clearance, rearrangement shall be made to meet minimum requirements. 16010.01.6 TESTS Test all wiring and connections for continuity anrl grounds before any fixtures or equipment are connected, and run a Megger test. Where such tests indicate faulty insulation or other defects, all such defects and faults shall be located, repaired, and tested again Make check of proper load balance on 3- wire system and phases of 3 -wire phase syr; te:z:.. Check direction of rotation and lubrication on all motors after final service connections have been made. Make final tests in presence of Architect or his representative. 16010.01.7 INDUSTRY STANDARDS All materials, equipment, and systems shall conform to the following applicable Industry Standard:, Codes, and Specifications: ANSI American National Standards Institute IEEE Institute of Electrical and Electronic Engineers IES Illuminating Engineering Society IPCEA Insulated Power Cable Engineers Association NFPA National Fire Protective Association NEMA National Electrical Manufacturers Association UL Underwriters Laboratory . 16010.01.8 MATERIAL AND EQUIPMENT ENVIRONMENT 16010.01.9 DRAWINGS AND SPECIFICATIONS PART II, DIVISION 16 ELECTRICAL SECTION 16010 GENERAL PROVISIONS PAGE 3 16010.01.7 INDUSTRY STANDARDS - continued Where differences occur between state laws, local ordinances, industry standards, utility company regulations, and the Contract Documents, the most stringent shall govern. All equipment and material shall be suitable for the environment of the installation, and the installation including equipment shall satisfy the government agencies having jurisdiction. Specifications, with drawings, are intended to cover installation of all electrical equipment. Materials shown and called for on drawings, but not mentioned in specifications, or vice versa, necessary for the proper completion and operation of equipment, shall be furnished the same as if called for in both. Electrical Drawings do not attempt to show complete details of project construction which affect electrical installations. Refer to Architectural, Structural, and Mechanical Drawings for additional details which affect the installation of this work. Copies of these drawings and specifications pertaining thereto will be on file at the Architect's office during the bidding period. Before submitting a bid, check all features of building which may affect execution of work; no extra payments allowed for failure to obtain this information. PART II, DIVISION 16 ELECTRICAL SECTION 16010 GENERAL PROVISIONS PAGE 4 16010.01.10 COORDINATION OF WORK Before installation Contractor shall make proper provisions for electrical work and to avoid interferences with installation of other work. Any changes caused by his neglect to do so shall be made by him at his own expense. Electrical drawings and specifications shall be compared with drawings and specifications of other trades and any discrepancies between them reported to the Architect prior to the installation of work. Coordinate and arrange work so there is no interference between wiring outlets, lighting fixtures, and raceways, with any sheet metal work, insert hangers, mechanical piping, and structural members. 16010.01.11 CUTTING AND PATCHING Do all cutting and patching required for installation of the work. All cutting is to be done carefully to prevent damage to work of other trades, and all patching is to be done by mechanics skilled in the trade affected, and subject to approval by Architect. 16010.02 MATERIALS Not used. 16010.03 EXECUTION 16010.03.1 RUBBISH AND CLEAN -UPS Contractor shall promptly remove waste material and rubbish caused by his workmen. At completion of work, clean all fixtures, electrical panel interiors, switchboards, distribution centers, and other equipment installed. PART II, DIVISION 16 ELECTRICAL SECTION 16010 GENERAL PROVISIONS PAGE 5 16010.03.2 SCOPE OF WORK Mention herein or indication on drawings of articles, materials, operations, or methods requires that Contractor provide each item mentioned or indicated, of quality, or subject to qualifications noted; perform according to conditions stated, each operation described. Work included under this contract provides for all labor, equipment, and materials to complete all electrical work as outlined in drawings and specifications for project. The scope of this work is listed generally as follows: Lighting System and Fixtures, Branch Wiring, Power, Lighting, and Equipment Connections 16010.03.4 ELECTRICAL EQUIPMENT MAINTENANCE MANUALS The Electrical Contractor shall prepare maintenance manuals for the servicing ,of all equipment installed as a part of the Construction Contract. The information contained in the manuals shall be grouped in an orderly arrangement under basic categories, ie., Secondary Systems Equipment, Special Raceways, Motors & Controls, Lighting Equipment, etc.. 16010.03.5 JOB RECORD INFORMATION Record drawings shall be continuously maintained in the field by the Contractor. Drawings used for this purpose shall be the latest revision and shall. h: T- ^pt neat and clean. Record drawings shall be accordion folded and delivered to Engineer for review. 16010.03.6 NAMEPLATES AND TAGS PART II, DIVISION 16 ELECTRICAL SECTION 16010 GENERAL PROVISIONS PAGE 6 The following items shall be equipped with tags or nameplates with etched letters. All motors, motor starters, pushbutton stations, control panels, and time switches. Disconnect switches, fused or unfused; switchboards and panelboards; circuit breakers, contactors or relays in separate enclosures. Wall switches controlling outlets, or equipment where the outlets are not located within sight of the controlling switch. Special electrical systems shall be properly identified at junction and pull boxes, terminal cabinets, and equipment racks Tags shall adequately describe the function of, or use of the particular equipment involved. Tags for panelboards and switchboards shall include panel designation, voltage, and phase of the supply. For example, "Panel A, 208V/120V." The name of the machine shall be the same as the one used on the motor starter, 'disconnect, and P.B. station tags for that machine. 16010.03.6 NAMEPLATES AND TAGS - continued Tags for panels shall be laminated phenolic plastic with white engraved letters on black background. - Lettering shall be 3/16" high at push- button stations, thermal overload switches, receptacles, wall switches, and similar devices, where the tag is attached to the device plate. All other locations, lettering shall be 1/4" high, unless otherwise detailed on the drawings. Tags shall be securely fastened to the equipment with screws or brass bolts. Contact cement is approved in dry locations. All tags and their installation are a part of this work. D. All available maintenance data published. E. Wiring diagrams and operating instructions for all systems installed. F. Marked -up set of prints showing exact location, of all conduits and outlets deviating from original plans. Purchase prints new - for this purpose. [_ 16100 BASIC MATERIALS PART II, DIVISION 16 ELECTRICAL SECTION 16100 BASIC MATERIALS PAGE 1 16100.01 GENERAL REQUIREMENTS Materials of quality herein specified, new, free from defects and listed by UL for purpose used. Each type of material of same make and quality throughout building. Submit list of all materials, manufacturer's names, and catalog numbers for approval. 16100.02 PRODUCTS 16100.02.1 CONDUITS AND FITTINGS A. RIGID CONDUIT To be hot -dip galvanized, metallized, or sherardized, and conforming to ANSI Standard C80 .1. B ELECTRIC METALLIC TUBING (EMT) Galvanized or sherardized, same as in rigid conduit. UL approved and conforming to ANSI Standard C -80.3. C. COUPLINGS AND CONNECTORS FOR EMT Compression type, set screw, crimp type, or claw grip, similar to Appleton or Tomic. D. CONDUIT FITTINGS Cast, mallable -iron, threaded hubs, cadmium or galvanized finish, Crouse - Hinds, Appleton, or T &f3. Grounding clamps for pipe grounding, T &B 3930 through 3970 with #2 through #6 clamp. E. UNION JOINTS IN CONDUIT Three piece couplings, Appleton or equal; running threads not permitted. F. FLEXIBLE CONDUIT, WATERTIGHT Flexible conduit shall be Anaconda Seal -tite Conduit or equal, fabricated from continuous lengths of spirally- wound, galvanized steel strip, with successive convolutions securely interlocked. 16100.02.1 CONDUITS AND FITTINGS - continued 16100.02.2 OUTLET BOXES 16100.02.3 WIRE AND CABLE (600V) 16100.02.4 WALL SWITCHES PART II, DIVISION 16 ELECTRICAL SECTION 16100 BASIC MATERIALS PAGE 2 G. FLEXIBLE CONDUIT CONNECTORS, WATERTIGHT Connectors shall be water -, oil -, and grease tight, and shall be specially designed for use, with liquid - tight flexible conduit. Connectors shall be Appleton Type ST, Thomas & Betts, or approved equal. H. FLEXIBLE CONDUIT NON - WATERTIGHT AND FITTINGS Single strip, interlocking flexible electro - plated or galvanized steel with connectors and fittings, UL- approved. Shall be pressed steel, galvanized or sherardized, not less than 1 -1/2" deep, similar to Appleton. All light outlets equipped with 4" box. Switch and receptacle boxes 1 -1/2" deep, 4" square box. Sectional boxes not permitted for conduit system. Boxes for exposed work within 6 feet from floor die cast similar to "Bell" or FS boxes. All wire and cable shall be type THW or THWN /THHN. All wire marked with gage, type, and make on 24" centers, bearing Underwriters label. Wire No.10 and smaller shall be solid. All conductors shall be copper for branch circuits. Feeders and service conductor aluminum or copper. Aluminum wire to be Alcan "Stabloy" or Alcoa "Excelloy." All switches shall have ivory handles and shall be equal to Bryant. Single pole switches controlling over 800 watts, 20 amps at 277 volt, #49011. Two or more points of control, #49031; 49041. Switches controlling 800 watts or less, 15 amps at 277 volts, #4801, 4803, 48041. 16100.02.5 RECEPTACLES 16100.02.6 PLATES PART II, DIVISION 16 ELECTRICAL SECTION 16100 BASIC MATERIALS PAGE 3 All receptacles ivory finish except where only one finish is available. Duplex convenience grounding type outlets, rated 15 amps at 125 volts, Bryant #52521, or equal. Provide plates of uniform design on all wiring devices. Stainless steel deluxe Bryant #93000 series or equal, in all finished areas. Pressed steel galvanized in unfinished areas. Gang plates for two or more devices together. Weatherproof type - P &S #4501. 16100.02.7 CONTROL EQUIPMENT A. MANUAL STARTERS Starters shall contain thermal overload in each phase, pilot light and general purpose or flush mounted enclosure as noted on drawings, and shall be equal to GE type CR101 or CR1062. B. MAGNETIC STARTERS Of size required equal to GE 200 line with thermal overload protection in each phase. Combination magnetic starter circuit breaker type with thermal overload protection in each phase. GE 200 line or equal. Provide control transformer where required to conform to control system voltage. Provide with hand- off-auto control. C. DISCONNECT SWITCHES Disconnect switches for disconnecting motor or equipment from power circuit shall be horsepower - rated, unfused safety switches with enclosures as required for environment. Disconnect for small equipment may be load- rated, toggle switch type. PART II, DIVISION 16 ELECTRICAL SECTION 16100 BASIC MATERIALS PAGE 4 16100.02.8 JUNCTION AND PULL BOXES Shall be constructed of code gage steel with flush covers where possible, screwed on and painted as directed. Boxes of sizes as required by National Electric Code except where specifically noted on drawings. 16100.03 EXECUTION 16100.03.1 CONDUIT INSTALLATION A. GENERAL B. BENDS Conduit run concealed unless otherwise noted. Check architectural drawings for details of building. Conduit to have smooth interior, ends cut square and reamed, and butt end -to -end in couplings. Locate so as not to impair strength of construction. Conduit ,concealed in suspended ceiling system run parallel or at right angles to structural members of building. Run as approved by Architect and installed parallel or at right angles to structural members of building. Carefully made, to avoid injuring or flattening conduit. C. FASTENING Fasten to frame structures by means of wood screws, and to masonry by means of metal inserts or toggle bolts. Nails not permitted. Fastening of conduits in suspended ceiling shall be independent of ceiling hanger wires unless specifically approved by Architect. Support conduit every eight feet and within 18n of box or cabinet. Single straps shall be one hole malleable iron or steel. 16100.03.1 CONDUIT INSTALLATION - contined D. CAPPING PART II, DIVISION 16 ELECTRICAL SECTION 16100 BASIC MATERIALS PAGE 5 Cap conduit, during construction, by means of manufactured conduit seals, to prevent entrance of water or debris. Clean conduit of debris before wires are pulled. All conduit installed so as to prevent trapping of condensation. E. TYPE OF RACEWAY Minimum size of conduits for feeders shall be based on NE Code Table 3C. Exposed or concealed in building partitions or ceilings rigid -steel conduit, or EMT. Provide ground wire for EMT circuits over 50 amperes. All power feeders shall be installed in rigid steel conduit. 16100.03.2 FLEXIBLE CONDUIT Flexible conduit shall be used only for lighting fixture, speaker, and fire detector pigtails in accessible ceilings, sound and vibration control, and motor connections. Sufficient slack shall be provided to reduce the effects of vibration when connecting motors by including one 90- degree bend. Any proposed use of flexible conduit other than indicated above must show that rigid conduit or tubing is impractical. 16100.03.3 OPENINGS FOR ELECTRICAL WORK Where electrical raceways, equipment, fixtures, ducts, etc., pass through floors, fire walls, equipment, fixtures, ducts, etc., where the fire resistant integrity is interrupted, openings shall be sealed around raceways, fire proofed, or means used to restore the -fire rating of the area or areas involved Dow- Corning type Silicone RTV #3 -6548 foam sealant only. • • , •. •, • , ,•• • ' .".. . • • , • PART II, DIVISION 16 ELECTRICAL SECTION 16100 BASIC MATERIALS PAGE 6 16100.03.4. BRANCH WIRING A. GENERAL Complete system of conduit required to all light outlets, receptacles, switches, etc., as shown. Conduit sizes as shown on drawing, but not more than 31% conductor fill and not more than 8 conductors per • conduit. All exposed switches, receptacles, or outlet boxes for other purposes, install Wiremold or die cast • boxes, except where specifically noted otherwise. Feeder cables shall have each phase identified according to the established color code. B. CODING Branch circuit color code shall be: for 120/208V Black - • Phase A, Red - Phase B, Blue - Phase C, White - Neutral, Green - Ground, Yellow "Travellers" on 3- and 4-way switching. Where colors are not available (#4 and larger) all terminals shall be coded, both on the wire and on the terminal. Phase and neutral wires shall appear in the same position and rotation at all appearances. Conduit fill shall conform to Note 8, wire derating for Table 310-16 of NE Cod. C. BOXES Securely and independently supported. Check location and avoid conflict with other trades. D. LOCATIONS Switches located 6" from door casing, on center in spaces less than 12 inches. See General Drawings - for exceptions. Examine General Drawings for locations of equipment and outlets. All other outlets with height not shown shall be as follows, except where conflict occurs with other equipment - (all dimensions to center of outlet): Convenience outlets Wall switches E. WIRES Branch circuits to all outlets shall be copper No.12 gage minimum. All splices "Scotch -Lok" - connectors with insulating caps. Splices or taps in wires or cables made only -at outlet boxes, pull boxes, junction boxes, or splice boxes. Splices No.4 or larger made with approved solderless connectors, properly insulated and taped. F. WIRING DEVICES PART II, DIVISION 16 ELECTRICAL SECTION 16100 BASIC MATERIALS PAGE 7 1' -0" above floors 6" above counters 3" above back splashes, 4' -0" above floor Two wiring devices shown in one location installed under common plate. Install plates with all edges in continuous contact with finished wall surfaces without use of mats or similar devices. Plaster filling not permitted. Install plates vertically with alignment tolerance of 1/16 ". Sectional plates not permitted. Variations in height of switch locations in tile wainscoting and block walls made so that either top or bottom of switch box will match mortar joint in tile. ' 16100.03.5 EQUIPMENT WIRING . GENERAL PART II, DIVISION 16 ELECTRICAL SECTION 16100 BASIC MATERIALS PAGE 8 Wiring connections for power and control for all . equipment shall be complete including disconnect switches and controls unless otherwise specified or noted on drawings. Control wiring for mechanical systems installed under this section of specifications shall be in accordance with mechanical drawings and specifications. Disconnect switches shall be provided for all motors and other equipment as required by the NE Code. Exact location of motor connections and details of control equipment ascertained before installation of any conduit. Install flexible - conduit between conduit stubs and /or outlet box in motor terminal with one 90- degree bend. Motors mounted on slide rail shall have conduit stubbed up at center of length of travel, with sufficient length of flexible conduit to permit motor to travel length of rail. Conduit secured to ducts, fan housings, or fan mounts installed to prohibit transfer of noise through conduit. Provide all motors with thermal overload protection where protection is not included with equipment. 16100.03.5 EQUIPMENT WIRING - continued B. EQUIPMENT CONNECTIONS PART II, DIVISION 16 ELECTRICAL SECTION 16100 BASIC MATERIALS PAGE 9 Drawings show locations and terminations of wiring to equipment to be installed in the project. Termination shall include connection to the terminals of the equipment including both power and control wiring (except control wiring as shown on mechanical drawings will be installed as indicated and required by mechanical specifications). Upon completion of wiring to the equipment, wiring shall be checked and tested and the responsible authority for the equipment installation notified that the equipment is ready for test start -up. The responsible authority shall then, after being satisfied that the installation is satisfactory, start up the equipment and test Any defects or miswiring found during the test shall be corrected and tests resumed until the installation is found to be satisfactory. Connect all hot water tanks, motors, duct heaters, and other power outlets as shown on plans. Make all connections with short flex conduit from flush wall outlet box wherever possible. Use "Seal -tite" flex conduit for connections exposed to weather. C. MULTIMOTOR AND COMBINATION LOAD EQUIPMENT Equipment manufactured for multimotor or multimotor and combination load shall be provided with one or more fused disconnect switches as required by equipment manufacturer for the specific equipment installed. Drawings indicate the circuit or circuits and disconnect switches to be supplied to the equipment specified; however, if the actual equipment installed is in variance with the drawings arrangments, then the equipment wiring and disconnects shall conform to the manufacturers arrangements as shown on shop drawings and wiring diagrams Contractor shall review manufacturer's shop drawings and data prior to rough -in for equipment. PART II, DIVISION 16 ELECTRICAL SECTION 16100 BASIC MATERIALS PAGE 10 16100.03.:6 GROUNDING Provide and install all materials for grounding as 'shown.on drawings and as herein specified. All Metallic raceways, metallic piping, electrical equipment frames and housings," junction and pull boxes shall be grounded. Feeder conduit connected to junction or pull boxes shall be grounded with grounding bushings, one on inside and one on outside of box. Flexible conduit for circuits over 50 amperes shall be provided with a grounding jumper sized per: Table. 250 -95 of NE Code. DIVISION 16 ELECTRICAL SECTION 16400 SERVICE DISTRIBUTION PAGE 1 16400 SERVICE AND DISTRIBUTION 16440 ELECTRIC SERVICE 16440.01 Coordinate services and metering with Puget Power. 16470 DISTRIBUTION SWITCHBOARDS 16470.01 Distribution switchboards shall be located, to serve lighting and heating loads. Main distribution boards and current transformer cabinets shall be located inside the building in electric rooms shown. 16470.02 Main distribution panels shall be circuit breaker or fusible type General Electric Type CCB or QMR, Square D, Westinghouse, ITE, or equal. Mains and feeder, O.C.P., rated for available service short circuit current. 16470.03 Provide engraved nameplates denoting item served. 16471 BRANCH CIRCUIT PAPERBOARD 16471.01 Panels shall be of the circuit breaker type with bus capacity required. Load shall be so distributed among the phases to provide balanced load. 16471.02 Circuit breakers shall be one, two, or three pole with common tripping element. 16471.03 Lighting panelboards shall be Square D, Westinghouse, ITE, General Electric Type NLAB, if 120/208V service or NHB, if 277/480V service, or equal. 16471.04 Two keys shall be furnished with each cabinet with all locks on all cabinets keyed alike. Directory card shall have typewritten list of each circuit service. 16471.05 All wiring in panelboards is to be neatly cabled and tied. 16500.01.2 SUBMITTALS 16500.01.3 INCANDESCENT FIXTURES 16500.01.4 FLUORESCENT FIXTURES 16500.01.5 FINISH Finish as directed by Architect. 16500.01.6 LAMPS PART II, DIVISION 16. ELECTRICAL SECTION 16500 LIGHTING PAGE 1 16500 LIGHTING 16500.01 GENERAL REQUIREMENTS 16500.01.1 FIXTURES, GENERAL All fixtures complete with lamps of types described and as shown in schedule. Fixtures shall be manufacturer types specified, or equal. All fixtures shall bear UL label. Damp, wet, or IC labels as applicable. Submit photometric data, prepared by independent testing laboratory, showing that fixtures meet performance specifications. Submit for approval complete list of fixtures, with photometric data, cuts of fixtures, and details of construction, in quadruplicate. Submit fixture samples when requested by Architect. Equip all incandescent fixtures with porcelain sockets. Equip all fluorescent fixtures with high power factor CBM certified. All 40 watt RS ballasts energy efficient type equal to GE ,MaxiMiser II or Advance Mark III. Lamps by GE or Sylvania manufacture only. Fluorescent lamps shall be equal to GE WattMiser II or Sylvania SuperSaver II. PART II, DIVISION 16 ELECTRICAL SECTION 16500 LIGHTING PAGE 2 16500.02 PRODUCTS 16500.02.1 FIXTURE TYPES As noted on drawings. 16500.03.1 FIXTURE INSTALLATION All outlets, unless specifically noted otherwise, shall be completely equipped with fixtures and lamps. After construction has been completed, wash all fixtures and clean lamps. Contractor responsible for roughing -in details and mounting provisions in general construction for all flush lights. Coordinate lighting fixture layout with general contractor as directed. Provide additional support if necessary to keep fixtures level where secured to ceiling supports. Where no fixture is scheduled, use same fixture as scheduled in similar areas. 16500.03.2 CEILING AND WALL MOUNTED FLUORESCENT FIXTURES Mount to withstand minimum downward pull, after installing fixtures, of 150# per 48" fixture length, or fraction thereof. Where fixture is not rated for installation against type of ceiling used, equip with 1 -1/2" factory made spacers. • 16700 COMMUNICATIONS 16470 TELEPHONE DIVISION 16 ELECTRICAL SECTION 16700 COMMUNICATIONS PAGE 1 16740.01 Service shall be 2" underground conduit only with pull wire, run from main terminal backboard in building to telephone company facilities. Contact PNB Telephone Company BIC personnel. 16740.02, TELEPHONE RACEWAY SYSTEM The telephone raceway system shall consist of underground service entrance conduit and backboards. 16740.03 All telephone conduits shall be of the same grade and installed in the same manner as those specified for light and power wiring. t under,�t4nd -that. the )*,Cqt PP apprt cats ae . subject to errarr and o, isfdoiis'and approval, of plims -does 'hot au_thorfzi the Violafion.a6. 001 . ocic'tai l 6de oi'dinSnce, Roceipt.of cOrdeaiior's copy. of apprOVe*i plans :acknoi redped:" By. Date , Permit No . ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 206 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No. SUBJECT Joe NAME H/Sf2.3 UA)61 TEMPL°L-(-11J EJ • DATE 7./ 7.90 /.ai)IIIO&it . C&i (O(2.IU CA(.L- $• 6-901 SHEET_ OF MAY, NIA1Lite. LOAD . GTR = ?? ,3( I� -1jgz BY .3 • ,3 2 4 -5 I• to 4) • / . /._" . w ...: / __"''7 8 / / . - fen* J. TABLE '7 TNicru�.ss L'.. . ,TABLE 17 •= rb l • , . • , • I/4 0.25 0.315 1 /s 0.5 y 0.625 Pit 0.75 Vs 0.875 1 l/8 1.125 WI 1.25 1' 1.375 /' /L 1,5 1 /b 1.625 l�h 1.75 l' /s 1.875 2 DF 385 315 1 .15= 443 45ox i.15g5I8__ 085 fS/ __ • /, /..'SX.3a5 • tiode 4/5: A LL.OwA7LE Bay. STRESS ot.-) I1:. (Psi MEMO 3.5 5.5 3.125 5.125 6.75 8.75 10.75 0.1031 0.4133 0.7347 1.1480 1,6531 2.2500 2.9388 3,1194 4,5918 5,5561 6,612? 7.7602 9.0000 10.3316 11.7551 0.0144 0.2304 0.1614 0.5184 0,2915 0.9216 0.4649 1.4400 0.6694 2.0736 0.9112 2.8224 1,1901 3.6864 1.5062 4.6656 1.0595 5.7600 2.2500 6.9696 2.6717 0.2944 3.1426 9.7344 3.644E 11.2096 4.1039 12.9600 4.7603 14.7456 0,0857 0.1927 0,3427 0.5354 0,1710 1.0494 1.3706 1.7347 2.1416 2,5913 3,0039 3.6193 4,1975 4.0106 5.4025 'L ' L45 1.15= 2SZ 0.0494 0.1111 0.1975 0.3006 GL U- CAM MEMi31 S 0.0294 0.0195 0.0661 0.0438 0.1116 0.0779 0.1831 0.1217 0.2645 0.1752 0.6049 0.3600 0.2305 0.7901 0.4702' 0.3115 1.0000 0.5951 0.3943 1.2346 0.7347 0.4867 1.4938 0.8890 0.5890 1.7778 1.0580 0.7009 2.0064 1.2416 0.8226 2.4198 1.4400 0.9540 2,7778 1.6531 1.0952 3.1605 1.8008 1.2461 f►Z.re.. 6■LSB■T6. ,f' CR .NT/L E !/E /44' ,PE =/ 27 FOR /E, = 385 /.35 �O.E'F =- 50d &ISE!_) ON• COL_ =/000. FOR F .9,e /NG • f L.77 S .5 /ZF.O OA/ 77,- E'r4 5/S CF'' fez. . 5E G 6 / - r 7 % / /Ci: ve.' 'S P,74' 7443(16 , , . _ • CONCRETE JAMB DESIGN (version 3.0) Sheet of 1988 UBC HARTUNG TEMPERLINE 04:46 :31 01-09 -1980 PANELS 52 55 58 po 100 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 13.00 36.00 7.25 0.00 1.00 0.00 SPANDREL DATA thickness(in) offset (in. + outward) 7.25 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 10.0 10.0 0.0 0.0 • ENGINEERS-NORTHWEST 6869 Woodlaun Ave NE Seattle,Washinyton 98115 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind . (psf): 5.0 out (psfl= 5.0 Ceicmi.,. zone 3 preys (psi); 32.6 import fact: 1.00 ledger LL(plf): 1562 DL (p11)4 184 ecc (in): 1.8 % LL w /seismic= 100 concentrated load LL(ibs)= 0 DL (lbs)= 0 ecc (in): 0.0 % LL w /seismic= 0 concentric load LL(plf)= 306 DL (plf)= 1778 % LL w /seismic: 0 horiz load plf (+ inward): 0 dist above floor(ft): 0.0 REBAR DATA Vertical 4 15 d= 5.43 Horizontal min inA2 / ft 0.17 MOMENT AND DEFLECTION RESULTS + inward - outward Cabe Pu (kips) Mu (in -k) Phi4Mn (in -k) defl (in) Allow defl(in) Comments 1 5.6 2.9 128.66 0.00 1,04 case ok 2 5.6 .......,.. -6,0 128.66 -0,01 1.04 case ok 3 5.6 -13.5 128,66 -0.02 1.04 case ok 4 9.8 -7.1 138.79 -0,01 1.04 case ok 5 9.8 -15,9 138.79 -0.03 ' 1.04 case ok 6 11.9 -33.7 10x,31 -0,05 1.04 .case ok. 7 17.3 -28.6 119.20 -0.04 1.04 case ok LOAD CASES 1) .90L + 1.3WL inward 2) .90L + 1.3WL outward 3) .9DL + 1.43E0 4' 1,050L + 1.28LL + 1.28WL inward 5) 1.05DL + 1,28LL f 1.28WL outward 6) 1,0501 + 1.28LL + 1.4E0 7) 1.40L + 1.7LL INTERACTION CURVE DATA .74Po .7 *Pbal .701bal .74Mn 124.2 41,2 163.5 87.2 NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS- NORTHWEST 6869 Woodlawn Ave NE Seattle,Washington 98115 WALL DATA height (ft) thickness (in) added thickness (in) K factor parapet ht (ft) 13.00 7.25 0.00 1.00 0.00 MATERIAL DATA concrete (pei) rebar (psi) 3000 60000 LOADING DATA unfactored Ord. in (psf)= 5.0 out (psi): 5.0 seismic... one 3 press (psi): 20.4 iaport,fact= 1.00 ledger.... LL(p11)= 1562 DL (pil)= 184 ecc (in) 1.8 % LL w /seismic= 100 . concentrated load LL(lbs)= 0 DL (lbs) :: 0 ecc (in) 0.0 h LL w /seismic= 0 strip width (in): concentric load LL(plf)= 306 DL (p11)= 1778 R LL w /seistic= 0 horiz load plf (+ inward): 0 dist above floor(ft) 0.0 REDAR DATA Vertical 115 at 14.0 in d= 3.63 Horizontal in inA2 / ft 0.17 MOMENT AND DEFLECTION RESULTS + inward ' outward Case. Pu (kips) Mu (in -k) Phi#Mn (in-k) dell (in) Allow defl(in) Comments 1 2,3 1.1 53.54 0.00 144 case ok 2 2.3 -2.2. 53.54 -0.00 1.04 case ok 3 2.3. -8.0 53.54 -0.01 1.04 case ok 4 3.9 -2.6 56.94 -0,00 1,04 case ok 5 3.9 -5.9 116.94 -0,01 1.04 case ok 6 4.7 -15.3 511.59 -0.02 1.04 case ok 7 6.7 -10,5 62.64 -0,01 1.04 case ok •.LOAD CASES 1) ,9DL + 1.3WL inward 2)' .91L + 1.3WL outward 3) ,9DL + 1.43E0 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.05DL + 1.28LL + 1,4E0 7) 1.4DL + 1.7LL CONCRETE WALL DESIGN (version 3.0) 1988 UDC • 04:43 :14 01-09-1980 po 100 Sheet ltDof HARTUNG TEMPERLINE PC 11 51 53 54 56 57 58 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 206 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No JOB NAME DATE SHEET I OF BY SUBJECT ENGINEERS- NORTHWEST INC. P.S. 8869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 - 6698 JOB NO.• JOB NAME DATE SUBJECT SHEET. OF BY I oS c:llutl� cul114) ql_✓ (211e) 1 1. 4 76 ,1 =11.41` ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No SUBJECT JOB NAME 14I211014 43 Nignt`. \AIM . ,d1.5 O.)) 41 __.. e " g `` ""\A v 12.0' pk- M :4 -r. pct. I, 4+1 1 hs Ik `1. co k- ✓ Vu= .011 < -11 rt. ,vim k ✓OL NL•5 '1p p13i 1 hi'/Fr DATE rr��,, SHEET OF BY HAR.(IJNG JOB Na. 0/ ENGINEER J.P, S.W. 1 HEIGHT LENGTH THICk (FT) (FT) (IN) 49650 29 48 6.5 Vn VC Vs 10 #F'c ^.52 #F vu -vc (ksi) (ksi) (ksi) 0.548 0.110 ✓ -0.013 DESIGN OF SLAB FOR SHEAR, USIN6 W.U.M. OR REBAR SHEAR ULT. FCTR.SLAB THK.SLB LENGTH SLB F'c STL. Fy (KIPS) (N /A) (in) (FT) (KSI) (KS!) 123 1.4 4 96 4 60 vu vc vs vs max As.inSLB (KSI) (KSI) (KS!) (KSI) (in02 /ft) 0.0440 0,1265 - 0.0825 0,5060 - 0.06602 ✓ DESIGN OF DOWELS TO SLAB SHEAR (KIPS) 123 SHEAR WALL DESI6N PROGRAM °sanx LENGTH (FT) 96 SLB; STRS MAX STSS. As (KSI) (KS!) (inA2/ft) 0.044 0.6 0,059 LOOKUP TABLE DESIGNATI 6X6 - 01.4 X 01.4 616 - W2.0 X W2,0 6 %6 - 02.9 X 02,9 616 - W4.0 X 04.0 4X4 - 01.4 X 01.4 4X4 - 02.0 X 02.0 414 - 02.9 X 02,9 4X4 - W4.0 X 04.0 ULT.FTR. MU FACTOR STL. Fy (UBC 368) (KSI) 1.4 0.600 60 AREA (402/ft) 0.028 0,040 0.058 0.080 0.042 0.060 0.007 0,120 ad PHASE 1 F'c SHEAR vu d (.9L) (PSI) (KIPS) (ksi) (ft) 3000 123 0.097 w41.2 SHEAR STEEL 15 STEEL 06 DOWELS .4 #Ph STEEL e 1 TO SIAB (902 /FT) (IN) (IN) (INA2 /FT)(KIPS) -0.017 -221.493 - 314.377 0.117 898.56 TRUE SLB. IHK.SLO. F'c (in) (ksi) 4.00 3.000 SHEAR WALL DESIGN FOR TENSION 61L HARTUNG CASE 1 CASE2 CASE 3 CASE 4 4t.o .1c, PHASE 2 DL LL WALL DL PI e MUS (KIPS) (KIPS) (KIPS) (KIPS) (FT) (K -FT) 6 0 113.100 17 48 6136.2 Mu crack K FAC Fa Fa Fa Fa (CASE INCASE 2)(CASE 3)(CASE 4) (K-FT) (KS!) (KSI) (KSI) (KSI) 0.8 0.600 0.600 0.600 0.600 + O.T.L. - U. .L. WALL WGT. SLAB TH. SLAB TH. SLB STSS.SLB STSS.As CASE 1 As CI 2 As CI 3 As CI 4 (KIPS) (KIPS) (KIPS) (IN) AB (IN) BE (KSI)AB (KSI)BE (IN)A2 (IN)A2 (IN)A2 (IN)A2 I.44 b * 7 17.763 130.063 113.1 3.5 4 0.100 0.008 0.988 -0.166 ( 0.718 / O!.- ✓ 1.4 TOTAL LOAD + EARTHQUAKE e' =32.20 Tu= 53.370 edsgn =49.40 Ast ten =0.988 Mu dsgn= 9413.49 Fa =0.60 Ku =0.071 a =5.212 Cu =243.91 Pu= 190.540 Fy= 60.000 1.4 TOTAL LOAD - EARTHQU e' =20.21 Tu= -8,964 edsgn = 37.4131 Ast ten= -0.166 Mu dsgn= 7128.69 Fa =0.600 Pu= 190.540 Ku =0.054 Fy= 60.000 a =3,880 Mus = - 3851.4 Cu =,181.576 0.9 DEAD LOAD + 1.4 EART e'= 46.765 Tu =78,116 edsgn= 63.965 Ast ten =1.447 Mu dsgn= 7835.03 Fa =0,600 Ku =0.059 a =4.286 Cu =200.606 Pu= 122.490 Fy= 60.000 Mus= 5728.2 0.9 DEAD LOAD - 1,4 EART 0= 34.773 Tu =38,774 edsgn= 51.973 Ast ten =0,718 Mu dsgn= 6366.23 Fa =0.600 Pu= 122.490 Ku =0,048 Fy= 60.000 a =3.446 Mus = - 4259.4 Cu =161.264 (3. 7 , 11:D A )4441 CWT- 'D■ Ii2o %FM. i. - UNDERHUNG SYSTEM OR •TOP RUNNING BEAM SYSTEM ? - toP P4owiIi„Ic, , 7 ( 2.- HOIST WEIGHT ? - -a - , 330 3.- TROLLEY WEIGHT t• w rL 4.- BRIDGE WEIGHT ? /300 5.- IS CRANE PENDANT OR CAB OPERATED ? 'PPMD'Mr 6. - MAX. END TRUCK REACTION TO RAIL (NO IMPACT) ? *- 1W 0- 1 4.--- 2Y0"i I txxx) 7.- END TRUCK WHEEL BASE AND NUMBER OF END TRUCKS PER 13 oo 1503P A 8.- MIN. DISTANCE PROM HOOK CENTER LINE TO CENTER LINE OF RUNWAY BEAM ? 39 BRIDGE END ? 1177 l,:. 9.- MIN. DISTANCE FROM RUN WAY BEAM CENTER LINE TO END BRIDGE. ? 14' C L1/s ►•=/.o.. Aj'. �.�.)2.° I' 12 W i 1 C� R-+'I I A A E� 10.- IF MAX. HOOK HEIGHT IS WHAT IS THE HEIGHT THE TOP OF THE RUNWAY BEAM. 11.- MAXIMUM COLUMN OR CORBEL LOAD (W /0 IMPACT) 12.- MAXIMUM DEFLECTION OF RUNWAY BEAM ? I/ -- *13.- IF UNDERHUNG S YS'I'EN WHAT I S THE MIN. CLEARANCE FROM CENTER OF RUNWAY BEAMS TO WALL ? 19.- IF TWO CRANES ARE USED IN THE SAME RUNWAY WHAT IS THE MINIMUM DISTANCE BETWEEN THEM ? ((DI& ) r, - r.ASr . filo% loP o1= reA'iu 9 'to - lop WOIA 7 OF e" i'.)Nl ? �: Vrrl -Its ft. 11. C g' /% 4 :40P cogc.rc 1? 2n iebkitl., 0 I; o,7c1 priA FfU� 2L / OF -5ICI FOa" 25e • MN' c Lobo `"'MPS .o L i . I O,>:��,5� 25 ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No. SUBJECT JOB NAME I(ARTUAIC7 DESi6AI Z ?.5 ' k. Yu / / tiWncr —.- ----P- 5 x 5, .e l / 4- T.S. to 44. k. 2 ?.5" o►: ✓ uCAP. Twougy ( 2cKaNE 0,2( Igcoo fi I s cDs) (2) tz. 4. O. ( • 15CM Rz) 26"c44 lr 2.10 DATE 17 40 SHEET BY � /- Q OF ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 • SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NO. _ JOB NAME DATE . SUBJECT SHEET OF BY Lis reRJ L. l.O/:• C► j- Q12. c (2/ski V>I _ 4; tp K.. l ritAx • 4,19 1' 10,$5 Ldn Vil [H - - » O 1,00 1 -4 •5 . � OI t2 tai■rJ -- axe 43 V 7z . x.711 Sibs: Ja«, ENGINEERS-NORTHWEST 6869 Woodlawn Ave NE Seattle,Washington 98115 c =5558 s- ;=sqs WALL DATA height (ft) 28.00 MATERIAL DATA concrete (psi) 3000 unfactored in (psf): zone LOADING DATA wind seismic ledger.... LL(plf)= 0 concentrated load LL(1bs)= 4922 concentric load LL(plt)= 0 bail: load plf (+ inward)= 566 REBAR DATA Vertical 115 at 5.5 in d= 4.60 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Mu (in -k) 2 3 4 5 6 11.6 -11.6 09.9 11,5 -11.5 90.5 0.0 7.5 3 CONCRETE WALL DESIGN (version 3.0) 1988 UDC 00:11 :19 01 -14 -1980 pi) 100 thickness (in) added thickness (in) 6.50 0.00 reba'r (psi) 60000 out (p5l): 7,5 press (psf)= 18.3 iMport.tact= 1,00 DL (plf)= 0 ecc (in): 0.0 DL. (1151= 3938 ecc (in)= 0.0 DL (Of): 0 dist above floor(ft): 20.0 Horizontal min in ^2 / ft 0.16 148.33 148.33 148.33 140,59 148,59 140.59 149.19 0.12 -0.12 ' 2.25 0.12 0,12 2.24• 0.00 z K factor parapet ht (ft) 1.00 0.00 2.24 2.24 2.24 2.24 2.24 2.24 2.24 LL w / seismic= LL w /seismic= LL w /seismic: - outward Phi *Mn (in -k) dell (in) Allow defl(in) Sheet of HARTUNG PNLS 26 27 29 30 32 33 3536 0 0 strip width (in)= 0 7 LOAD CASES . 1) .9DL+ 1.3WL inward 2) .901 + 1.3W1. outward 3) .901 + 1.43E0 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL'' + outward 6) 1.05DL + 1,2811 + 1.4E0 7) l,4DL + 1,7LL NOTE, Ah cases 1),-2), 4), and 5) the LL used is 1/2 of the 'applied LL. Shear INPUT' service loads 01; Axial (kips) 521 Shear (kips) Mom (ft -k) Nall Ht (ft) 7.00 Wall L (ft) 2.00 Wall t (in.) 16.00 N c (ksi) 3.00 Fy (ksi) 60.00 OUTPUT OUTPUT. Loads (ult) DL +LL Axial (kips) 113.60 Shear (kips) 0.00 Mom (ft -k) Q.00 Mom design 0.00 Mom uncrack 7.89 Axial stress 0.60 Eccen (ft) 0.80 a (ft) 0.51 Cu (kips)' 39:00 Tu.= Cu - Pu -74.60 __,Ai= Tu /.9tF 0.00 Vu /phi (kip) 0.00 104sgrt(f'c) 189.29 Vc kips 37.86. Av =inA2 /it 0.00 spacing (in) 5.00 Shear INPUT service loads DL Akial (kips) 65 Shear (kips) Mom (ft -k) Wall Ht (ft). 7.00 Wall L (ft) 2.06 Wall t (in.) (16.00 f'c (ksi) 3. b0 Fy (ksi) 60.00 Wall Design LL LATERAL 24 0 8 59 DL +EQ DL-E0 46.80 46.80 11.76 11.76 82.04 82.04. 82.04 82.04 Load per 2.55 0.72 82.98 36.18 0.67 19.60 flit D =.941= Bar area = 0.2 ft (klf)= 2.55 0.72 82.98 36.18 0.67 19.60 0.00 0.00 5.00 5.00 Wall Design LL LATERAL 24 0 8 59 Bar area = Loads (ult) DL +LL DL +EQ DL-EQ Axial (kips) 131.80 58.50 58.50 Shear (kips) 0.00 ;.. 11.76 11.76.•.. Mom (ft -k) 0.00 82.04 82.04 Mom design 0.00 82.04 82.04 Mom uncrack 7.89 Axial stress 0.60 Load per ft (klf)= Eccen (ft) 0.80 2.20 2.20 1.80 DL +LL +EQ 106.40 11.76 82.04 82,04 0.2 DL +LL -E0 106.40 11.16 82.04 82.04 115..20 1.57 •1.57 1.22 1.22 140:39 140.39 33.99 33.99 0.63 0.63 '19.60 19.60 0.00 .0.00. '5.00 • 5.00 D =,94L= 1.80 DL +LL +EQ DL ►LL -E0 124.60 124.60 11.76 11.76 82.04 82,04. 82.04 82.04 115.20 1.46 1.46 •iu =.Cu — Pu -92:00 33.40 33.40 49.15 � s =.Tu/ 9tF.- 0:00 ' 0.62 0.62 , (OP - 0.91 Vu /phi (kip) .0:00: 19.60 19.60 19.607 X19.60' 10 )1sgrtif'c) 109.29 Vc kips 37:86. Av= in"2 /lt 0:00 spacing' (in) 5.00 0.00 0.00 0.00 5.00 5.00 5,00. PANELS ALONG OHIO 1.1' '' SHEAR =.47.5 REF. THICKNESS =, 10.25 aL THICK WIDTH HEIGHT,H /W' 'TY. RF Y.(shear) shear V M 16 2,00 7.00 3.50 C 0.086 0.0754 3.58 3.58 25,07 13 2.50 7.00 2.80 C. 0.132 0.1159 5.50. 5.50 38.53 13 . 2.50 7.00 2.80 C 0.132 0.1159 5.50 5.50 38.53 13, 3,00 7.00.. 2,33: C 0.219 0.1928 9.16 9.16 64,12 13 . 3,00 7.00 '2.33 C 0,219 0.1928 9.16 9.16 64,12 ,13 2.50 7.00. 2.80. C 0.132 0.1159 5.50 5.50 38,53 13 2.50 7.00 2.80 C 0.132 0.1159 5.50 5.50 38.53 16 2.00 7.00 3.50 C _• 0.086 0.0754" • 3.,58 3.58 25,07 1.13759 1 47.5 � � 4 Axial (kips) Shear (kips) Mom . (ft -k) Wa11 Ht (ft) Wall L (ft) Wall 't (in.) (lc (ksi) Fy (ksi) Shear Wall Design 2.70 • .. .. yrt • INPUT. service : loads 52 . OUTPUT 7.00 3.00 13.00 3.00 ''' 60.00 LL 24 Bar area Loads (ult) , DL }LL Axial (kips) 113.60 Shear (kips) 0.00 Mom (ft -k) 0.00 Mom design 0.00 Mom uncrack. 14.42 Axial stress 0.60 Load per ft (kif)= Eccen (ft) 1.20. . 3.08 3.08 a (ft) 0.61 0.65 0.65 Cu (kips) ' 39 ;00 60.77 60.77 Tu = Cu - Pu - 74.60 13.97 • 13.97 . 02 4 : Tu /.9 1F 0.00 0.26 0.26 " T Vu /phi (kip) 0.00 21.00 21.00 l0*sgrt(f'c) 230.70 Ac kips 46.14 Av= inA2 /ft 0.00 0.00 0.00 spacing (in) 6.15 6.15 6.15. DL +EO. 46.80 12.60 88.20 ... 88.20 DL -ED 46.80 12.60 88.20 88.20 DL +LL +EO DL +LL-E0_. 106.40 106.40 12.60 12.60 88.20 88.20. 80.20 88.20 93.60 2.03 .._._ .2.03 1.06 1.06 99.57 99.57 -6.83 -6.83 0.00 0.00 21.00 21.00 0.00 ,0.00 6.15 6.15 w NORTHWEST September 25, 1990 Mahan and UeSa1vo 1411. Fourth Avenue Bldg. Seattle, Wit, 90101 Regarding: Ilar lung '1'emperiine (90•- 't' -10 ) IKPER1112 SEP 2 6 1990 MAHAN & DESALVO,INC. Attention to: Crystal Kolke The „tot lowing let.t:.er is the response to your... ntructura1 comments dated 9 -24 -1990 In an Itemized form, as. requested: 1.* *Panel. type A .n have been clarified, see sheet S5..1. :and attached •calculations. 2.- Per our phone conversation, the diaphragm Is nailed correctly. 3 :- Per our phone conversation, :see panel elevations For drag connection A (for mezzanine chord forces) . Also ,see new note on section A3.1. for typ. ledger splice. We would appreciate a prompt review of this reply in order to clear the structural comments towards the issue of the building permit. If I can be of further assistance please feel free to contact me. Sincerel Jose L. Parada P.E. Project Engineer SFp . le D kviar, ENGINEERS NORTHWEST, INC. P.S. - CONSULTING ENGINEERS 6869 WOODLAWN AVENUE N.E. SEATTLE, WA 98116 (206) 525.7560 FAX (208) 522.6698 • D OUTPUT OUTPUT . INPUT service Loads ' UL Axial (kips) 52 Shear (kips) • No (ft -k) Wall Ht (ft) 7.00 Wall L (ft) 2.00 Wall t (in.) 16.00 (lc (ksi) 3.00 Fy (ksi) 60.00 Loads (ult) Axial (kips) Shear (kips) Mom (ft -k) No design Mom uncrack Axial stress Eccen (ft) a (ft) Cu (kips)' Tu=Cu - Pu .As Tu /.9tF Vu /phi (kip) 10$sgrt(f'c) . Vc kips ., Av= i02 /f t spacing (in) INPUT service toads • ' DL Axial (kips) 65 Shear (kips) Mom (ft -k) Wall Ht (ft)... 7,00 Wall L (ft) 2.00 Wall t (in.) a6.00 flc (ksi). 3, Fy (ksi) 60,00 Shear• Wall • Design DL +LL 113.60 0,00 0.00 0.00 7.89 0.60 0.80 0,51 39;00 -74.60 0.00 0.00 189.29 37.86 0.00 5.00 Shear LL LATERAL. 24 0: '8 59 D =.9:*L= Bar area = DL +EO DL -E0 46,80 46,80 11.76 11.76 82.04 82.04 82.04 82,04 Load per ft (klf)= 2.55 2.55 0.72 0,72 82.98 82.98 36.18 36.18 0,67 0.67 19.60 19.60 0,00 0.00 5.00 5.00 Wall Design LL LATERAL 24 0 8 59 D =.94L= Loads (ult) DL +LL DL +EO DL-EO Axial (kips) '131.80 ' 58.50 58.50 Shear (kips) 0,00 ,.., 11,76 11, Mom. (ft-k) CO 82.04 82.04 Mom design 0.00 82,04 82,04 Mom uncrack 7.09 Axial stress 0,60 Load per It (kl Eccen (ft) 0,80 2.20 2.20 f /e1 A GI A ILA A OA 1.80 0.2 Bar area = 0.2 DL +LL +ED DOLL-E0 106.40 106.40 11,76 11,76 82.04 82,04 82,04 82.04 115.20 1.51 ..._ ...1,57 1.22 1.22 140,39 140.39 33.99 33,99 0.63 0.63 19.60 19.60 0,00 . .0.00 '5,00 ' 5.00 1.80 _ --- -- /A/ 16• rthC - UL +LL +ED DOLL-E0 124.60 124.60 11.76 11.76 82.04 82.04 82,04 82,04 115.20 1.46`" 1.46 1 SI 1 SI R2C • • ^: To= Cu - Pu -92,80 33.48 33.48 49.15 .' As = Tu/.91F 0.00 0^62 0.82 0.91 ) Vu/phi (kip) 4400. ' 19.60 19.60 19,60' ' • 19.60 10*sgrt(ild 189.29 '0:klps 37,86 Av=io^2/Yt O.o0 0.00 . 0.00 0.00 0.00 { (in) 5.00 ) 5 OO 5�0V 5 00 5 0O � spacing o 5.00 � 5.00 5.00 , —-' `' z #- ^ 7 v/rr.fm—. miAj PAO .,� PANELS ALONG DRID 1.1 SHEAR = :.47.5 REF. THICKNESS = 10.25 WL THICK WIDTH HEIOHTH /W `TV..RF Y(shear) shear V M 16 2.00.. 7.00 ; 3.50 C " 0.086 .0.0754` :3.58 3.58 25.07 '. •. 13., 2.50 7.00 2.80 C 0.132. 0.1159 5.50 5.50. 38.53 13 : 2.50 7.00 2.80 .0 0.132 0.1159 5.50. 5.50 38.53 13 _ 3.00 7.00,; 2,33 ,.rr : 0.219 '0.1928 :9.16. 9.16 64.12 13 3.00 7:00 2.33 'C 0.219 0.1928 9.16 9.16 64.12 13 ,•'2.50 7.00'.,. 2.80 C 0.132 0.1159 :5.50 5.50 38.53 13 2.50 "7.00 2.80 C 0.132 0.1159. 5.50 5.50 38.53: 16 2.00 7.00. 3.50 .0 0.086 0.0754 3.58 3.58 25.07 1.13759 "1 47.5 INPUT service _ loads AL Axial. (kips) 52 Shear (kips)' Mom (ft -k) 'Wall Ht (ft) . 7.00 Wall L.. (ft) 3,00 Wall t (in.) 13.00 f'c (ksi) 3.00 Fy (ksi) .60.00 .. Shear Wall.. Design D =.9 *L 2.70 Loads (ult) Axial (kips) Shear (kips) Mom (ft-k) Mom design Moa uncrack Axial.stress Eccen (ft) a (ft) Cu (kips) Tu = Cu r Pu As'= TU /.9tF - '"• /phi (kip) l04sgrt(f'c) Vc kips Av= in "2 /ft spacing (in) DL +LL 113.60 0.00 0.00. 0.00 14.42 0.60 1.20 0.61 39.00 -74,60 0.00 0.00 230.70 46.14 0.00. 6.15 DL +EO DL -Ea 46.80. 46.80 12.60 12.60 88.20 88.20 88.20 88.20 DL +LL +EO :DL +LL-ED 106.40 106.40 12.60 12.60: B8.20 88.20 88.20 88.20.. Load per ft (k1f)= 93.60 3.08 3.08 2.03 2.03 0.65 0.65 1.06 1.06 60.77 60.77 99.57.- 99.57 13.97 13,97 -6.83 -6.83 0.26 0.26 0.00 0.00 21.00 21.00 21.00 .21.00 0.00 0.00 0.00 0.00 6.15 6,15 6.15 6.15 HART0NG BUILDING STRUCTURAL CALCULATIONS I N 0 E X I.~ ROOF FRAMING DESIGN R1 II"- PRECAST WALLS DESIGN W1 III.- TYP. COLUMNS DESIGN C1 IV"~ FOOTINGS DESIGN ,.,"° ".. F1 V.~ LATERAL ANALYSIS AND DESIGN... ~..,°.., L1 VI.- MEZZANINE FRAMING DESIGN M1 STRUCTURAL ENGINEERS: n�cr AUG ciTY 7 �QOD ,,v" � ^u*w PERMIT CENTER EITRIWg �U����iOA� "�v�v '~~- MAHAN & DESALVO,INC ENGINEERS NORTHWEST INC 6889 WOODLAWN AVE. NE #205 SEATTLE WA., 90115 TEL (206) 525-7560 ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No JOB NAME t1 -rUot9 ( fir/ SUBJECT .:70 WW2 % (4:WM 6,o,Roor. rst M 1l z C ND 1.5 p10 a '� €a caxb@ o) -'1O 9 0 e.,ta k) s e 40 1J KiA5R-b* 11, I .1 Ao Wk U 51 r)'Sf (0 DPP e 14'1 ri e X3'11 .._. 11.10` GQ„• 11'11 114 1,I J Cm) . t Tr 1 I4 r t) 1 a - u 7(Ib 91, ' DATE 71 e SHEETC 17," OF BY Met/Ft RA9fot & t ---- -= � J2 0 ' i' ro. gy.b Le lit ?o we? , 2,0 ( usuull-t1iron.0 1024 u warp 411 .191(11.)(0 •' (Is wiclute a, Icorr 3.$6 1-16 4-- ,piuo-453dh ml. R) 42 \ 0• ZK a), 4►, 2 iki - -494 -0 -rpm) IM „-a‘.4 1,15 - (, 0cp slr et W 1P.tI . Iwo a(ti-61 t Zoz I ' � � a 2. 23 ►"11� �, b� eLik a'd, 1� )131.144 toy <,, ENGINEERS -- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 'Joe No SUBJECT 1 Wes''(" Joe NAME µIT u9A,D L g (t)5) z 2$O oil 1 Iasi SKY Z.61(12) 11211A4 eel 1511 3 2 DATE SHEET &Z OF BY Joe No Joe NAME IA T SUBJECT l i'® 'r1� 1�1►.) S t' RA D ENGINEERS— NORTHWEST INC. P. S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 - 6698 8,01 fresiNt al- ;5g(bs) +o't f sql Rerpr- z ov Vf.' e Pm mob 53.0 G Orr 11,1 7, •1" (11 °It '6,25' 8.011 .,. . 1j. . ) .4/41 II 4-a.n 7,� II II 1100aa, ; ; :i fi J *-24,`t1 IS 4 14•W' 5$11/ 1" re: 1 4;31 C ° Z1 - 7nq(Z.VI) • 112,04' tsb \lit"" r1' 12 (I) + 1 (lac) ' v,06.1 gKs� 4.55 csD-4 q1= 9601 tot v � yexw ry 1.cit 2.�4.M " 13,0 to ✓ ., $33 7�4 5"4,0 3.11 1 / 1 3 ° ' 1 3.31 L UJ . ... 't� �.b� i!_ C i �{ „•,,0 Iles -19,, 93(% q(16 -- 1$3,4 DATE SHEET /� .p -3 OF By ae18,3k- at Iy,1a('p...3-7) 1,aq (d,01 t141o2) ( kJ Zit- ti 450 e 15'1 Re' 1 1 x bo" -114,5 /4.o' .-mk 94.0 ✓tea * 404. , 4 , c Q.1,o Imo• *-I¢,0 7 av3• - MCd ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATT E, WA 98115 - (2061525.7560 • FAX # (206) 522 -6698 Jos o SUBJECT Se JOB NAME 'HIT s r pugu � S 6 J °l w Os® �(�t 4.70 1141-1 V4 ;33 ID (4,31 744 1..01 LI, LI 01 ,6D i t 6.01 16 X724 z.'f.o3 32, o'f QA;0 f8,ob ? )(439 5L J 11133 , 5iI5 DATE af. SHEET OF OF BY 'J u.,I 63,8( '�-- Pot?. 1 t1 I ( •12) an, xbo' BEAM..6A8 MAIN SPAN= 48.83 RIGHT CANT= 9 UNIFORM LOADS (0f) MAIN SPAN= .91 R left = 11.9 v R right = 53.8 ✓ R left DOES NOT INCLUDE ADJACENT Mmax (ft-kips): 208.8 Vaax (kips)= 27,3 E= 1800 Fb= 2.76 Fv= .19 MOMENTS CENTER SPAN= 176.9 RIGHT CANT= SHEARS EACH SIDE OF SUPPORTS 17.9 26.5 BEAM DEFLECTION Xsax fb %max fv 3 1/8 X 58.5. 0.61 0.606 0.987 5,.4/8 X 39 1.38 0.793 0.961 (g 3/4 2.30 0.987 0.976 8.3/4 X 27 2.43 0.929 0.844 10 3/4 X 24 2.82 0.944 0.180 'BEAM:.6BC LENGTH= 42 1,/ UNIFORM LOADS= .91 M(ft- kips)= 200.7 V(kips): 19.1 E=1800 Fb= 2.76 Fv :.19 BEAM DEFLECTION Xsax fb 3.1/8 X 45 1.49 0.954 5 1/8 X 34.5 2.02 0.960 6 3/4 X 2.33 0.949 8 3/4 X 27 2.47 0.892 10 3/4 X 24 2.86 0.907 .00 RIGHT CANT= .91 BEAM REACTION 208.8 27.3 Xaax fv 0.881 0.736 0,656 0.570 0.529 1 - AM..6CD LEFT CANT= 9,00 MAIN SPAN= 49.50 RIGHT CANT= 0.00 , UNIFORM LOADS Ulf) LEFT CANT: .91 MAIN SPAN= .91 Rleft = 54.0' R right = 18.3 ✓ R right DOES NOT INCLUDE ADJACENT BEAM REACTION Mhax (ft- kips): 208,8 'Max (kips)= 27.3 Em 1800 Fb= 2.76 Fv= .19 MOMENTS....LEFT CANT= 208.8 CENTER SPAN= 184.1 SHEARS EACH SIDE OF SUPPORTS 27.3 26,7 18.3 BEAM DEFLECTION %Max fb 3 1/8 X 58.5 0.72 0.606 9 1.49 -0.793 2.48 0.987 8 2.62 0.929 10 3/4 X 24 3.04 0.944 %max fv 0.987 0.961 0.976 0.844 0,780 125 ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 - 'bB No. Q SUBJE oo (24 .xaa R' ). G D 10,3 JOB NAME 11 w0,o 4 (35) tod ry q7a 1��35 +uv s Colo rt, . Ul 5 �r G115 1u VJAV a 11.V ro''¢431 to sk 3 1 1 t_ K 51.7 _..c"\ 11,4 ttme g4-161(40)+ 4of 1.o ju,t. *#JCi 1 x 9 .1 ,8 1 4-. or 41,5°' bN- Y3 3 11/ /030 n � .$ DATE ,�+ SHEET F-G OF BY Y BEAM..18A8 MAIN SPAN= 48.83 RI6HT CANT= .00 UNIFORM LOADS (kV) MAIN SPAN= .611/' RIGHT CANT= .972 R left = 10.3 ✓R right = 48.6 R left DOES NOT INCLUDE ADJACENT BEAM REACTION Mmax (ft- kips)= 223.1 VUax (kips)= 29.2 E= 1800 Fb= 2.76 Fv= .19 MOMENTS CENTER SPAN= 87.4 RIGHT CANT= 223.1 SHEARS EACH SIDE OF SUPPORTS 10.3 19.5 29.2 BEAM DEFLECTION has fb 31/8X66 0.17 0,515 5 1/8 X 4 0.40 0.737 6 3/4 X 0.62 0.881 8 3/4 X 27 0.88 0.992 10 3/4 X 25.5 0.85 0.899 3%14.M m L ■ BEAM..18BC LENGTH= 42 UNIFORM LOADS= .972 1cl M(ft- kips)= 214.3 V(kips): 20.4 E= 1800 Fb= 2.76 Fv= .19 BEAM DEFLECTION Xaax fb Xaax fv 3 I/O X 46.5 1.44 0.958 0.904 1.90 0.947 0.749 2.15 0.924 0.663 8 2.63 0.953 0.609 10 3/4 X 24 3.05 0.968 0.565 Xaax fv 0.988 0.991 0.974 0.929 0.802 AM..18CD LEFT CANT= 9.00 MAIN SPAN= 49.0 RI6HT CANT= 0.00 - UNIFORM LOADS (10) LEFT CANT= .972 MAIN SPAN= .972 R left = 57.7 R right = 19.6 R right DOES NOT INCLUDE ADJACENT BEAM REACTION Hoax (ft- kips)= 223.1 VMax (kips)= 29.2 E= 1800 Fb= 2,76 Fv= .19 MOMENTS....LEFT CANT= 223.1 CENTER SPAN= 196.6 SHEARS EACH SIDE OF SUPPORTS 29.2 28.6 19,6 BEAM DEFLECTION %max fb %sax fv 3 1/8 X 61.5 0.66 0.589 0.993 5 1/8 X 40.5 1.42 0.789 0.984 /4 X 31.5 2.29 0.962 0.988 8 3/4 X 27 2.80 0.992 0.901 10 3/4 X 25.5 2.71 0.899 0.780 AR'1 , 106.4 )s 761, 3 c ✓ ✓ BEAM..2AB MAIN SPAN= 48.83 RIGHT CANT= 9.00 UNIFORM LOADS (klf) MAIN SPAN= 1.04 RIGHT CANT= 1.04 R left =20.5•/R right =61.5'` R left DOES NOT INCLUDE ADJACENT BEAM REACTION flux (ft- kips)= 238.7 Vmax (kips)= 31.2 E= 1800 Fb= 2.76 Fv= .19 MOMENTS CENTER SPAN= 202.1 RISAT CANT= 238.7 SHEARS EACH SIDE OF SUPPORTS 20.5 30.3 31.2 BEAM DEFLECTION Xmax fb 3 1/8 X 66 0,53 0.551 5 1/8 X 43.5 1.13 0.738 6 3/4 X 1.73 0.867 8 3/4 X 2.36 0.959 10 3/4 X 25.5 68 0.962 33 CIL BEAM..20C LENGTH= 42 ✓ UNIFORM LOADS= 1.04 klf M(it- kips)= 229.3 V(kips)= 21.8 ✓ E= 1800 Fb= 2.76 Fv= .19 BEAM DEFLECTION 3 1/8 X 48 1.40 5 1 .5 1.80 2.30 2.40 10 3/4 X 25.5 2.72 BEAM DEFLECTION 3 1/8 X 66 0.57 5 1.22 1.86 8 3 :.5 2.55 10 3/4 X 25.5 2.90 %max lb 0.966 0.938 0.989 0.921 0.924 Xsax fb 0.551 0.738 0.867 0.959 0.962 Xmax fv 0.975 0.971 0.956 0.910 0.835 %max fv 0.931 0.764 0.710 0.613 0.565 Xmax iv 0.975 0.971 0.956 0.910 0,835 ' AM..2CD LEFT CANT= 9.00 MAIN SPAN= 49.50 RIGHT CANT= 0.00 UNIFORM LOADS (klf) LEFT CANT= 1.04 MAIN SPAN= 1.04 R left = 61.8 R right = 20.9 R right DOES NOT INCLUDE ADJACENT BEAM REACTION Miax (it- kipsl= 238.7 V %az (kips)= 31.2 E= 1800 Fb= 2.76 Fv= .19 MOMENTS,...LEFT CANT= 238.7 CENTER SPAN= 210.4 SHEARS EACH SIDE or SUPPORTS 31.2 30.6 20.9 V rtzovA. Qv f of te1b 1 !=.1( , 4-I)= 03 �j O I ,.1 ill .•ao, &) w (11/4, 33 M ( )i, i 954.11A(2 3 6140. ._..Gr (O1 +1 WI g3 3 (,i)" , � b4¢1 Wit &t►u'I go 12� 14m Heir =laf 05,5 (osA • OP-67 1 • ea. AzifAcr• 00e. /e)" k' 1 60.0 re ce.a., .61 ;0 ■ • • • • • • • • Oa- $ 20 k vat 51- 0 1' ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6696 No. JOB NAME DATE SUBJECT SHEET V1 OF 70, 01 . • N. IS\ l tie H ee $1 1 P a ' - 20 20 a 7 D. ? 1.2 /N /,-z.. //4-/ i. / our /7 /1 /• 0 1.0 14.3 rsf 1N /fi. 3 rs� IN 15.0 Ps out" ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -8698 0 No. JOB NAME DATE SUBJECT SHEET W OF w /ND pRE55r.R'E aril CD C e/' c2 Garb pouf' -7.450 psf 1 / o s( Povt % /5- Ors-f r = ISO - M et /4260 - 11 k /1" vg =/431 BY aa, m �_ l6za (S� Z'1 GG'' / USE 's -orb' 243' O Gt/ey 1431( Z 8 t ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 )B No. JOB NAME DATE SUBJECT SHEET W OF SY 1e /t . at Pour' /S O far ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N,E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX #(206) 522.6698 No 6869 WOOOLAWN AVE, N. E. • SUITE 206 • SEATTLE, WA 98116 • (206)626.7660 • FAX 0 (200) 622.6698 SUBJECT 7t4./NE 2.1'x/4S 5 -r7 3 l'c• 4 rye 5 Relnl bar sire (4 to 9) 6 bar spacing (in) 7 d distance (In) ENGINEERS- NORTHWEST INC. P.S. JON NAME T'WLS - -rh " /7 PA 4PE a X-' 60000 'f 5 /t... '3 3.375 3 Invard wind load (psi) 4 untuard vied load (ps() • 5 seisaic some (1 to 4) 6 selssic importamcs factor 7 ledger 11 WI) 0 01 (plf) 9 dist lrus Inside face (In) 0 X 11 u/ seismic (0 to 100) 1 Concentrated 11 (lbr) 2 01 (lbs) 3 dist (ros Inside lace (In) .1 II 11 u/ seismic (0 to 100) 5 design strip width lin) G Concentric 1.1 (p11) 1 01 (pl1) 0 1 11 u/ sels1lc (0 10 100) 9 Conc boric force (p11) : 0 height above III (10 \QAL. D r5•O v' 7 IS 0 v 1 � pops " _ PLF t• 2 0 0 0 0 0 0 0 0 0 0 . 0 DATE // - k SHEET 4 4 .Or' _... BY 213 3 Wall height (fl) 4 k factor (0 to 1) a•° 5 rarapet height (11) Z•s 6 Wall thickness (In) WV ' ` 1 Additional call thickness(in) 0 7 ENGINEERS - NORTHWEST INC. P.S. 686Q WOODLAWN AVE, N.E. • SUITE 205 • SEATTLE, WA 98115 • (206)525.7560 • FAX # (205) 522 -1590 No. .Jost NAME DATE SUOJROT SHEET or 1 . . .I ., ( A /41 1!/A/G' --?WpiEf'L /N 2 : 77A/Ls . S l7 w/ On LoAn 3 f'c• 4 rya 5 REInf bar size (4 to 9) 6 bar spacing (in) 1 d distance (In) 3 Inward wind load (psi) 4 Oolvard wind load (pit) 5 setssic :one (1 to 4) 6:setssic importance factor 7 Ledger LL (p11) tl OL (pit) 9 dist from inside face (In) 0 X LL v/ seismic (0 to 100) I Concentrated 1L (Ibr) 2 DI (Ms) 3 dist Iron Inside face (in) 4 X LL v/ seismic (0 to 100) 5 design strip width (in) 6 Concentric LL (p1() 1 OL (p1() 0 t LL w/ selsslc (0 to 100) 9 Conc hors: force (p11) .20 height above lir (It) \wax De.45(41 pssf Psf 3 /Pp lt-E Go TOF 2 0 4 vi-5` ,0 1671# el $4.3b" 0 0 ' 0 3 Wall height (1t) 4 k factor (0 to 1) 5 Parapet height (It) 6 Wall thickness (In) 1 Additional wall thickness(in) BY O ENGINEERS- NORTHWEST 6869 Woodlawn Ave NE Seattle,Washington 98115 'GALL DATA height (ft) 28.00 MATERIAL DATA concrete (psi) 3000 LOADING DATA unfactored vind in (psf)= seismic zone ledger LL(plf)= concentrated load LL(Ibs)= concentric load LL(plf)= horiz load plf (+ inward) REBAR DATA Vertical 115 at 16,0 in d= 3.38 1 1.4 23.1 2 1.4 -23.4 3 1.4 -36.8 4 1.7 22.7 5 1.7 -23.3 6 1.6 -37.3 7 2,3 -0.6 AD CASES 1) .9DL + 1.3WL inward 2) .901 + 1.3WL outward 3) .981 + 1.43E0 4) 1.0501 + 1.2811 + 1.2041. inward 5) 1.05DL + 1.2811 + 1.28WL outward 6) 1.05DL + 1.28LL + 1.4E0 7) 1.401 + 1.711 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Mu (in -k) CONCRETE WALL DESIGN (version 3.0) 1988 UBC 00:55:42 01 -14 -1980 po 100 thickness (in) added thickness (in) 7.25 0.00 rebar (psi) 60000 15.0 out (psf)= 15.0 3 press (psf)= 20.4 import fact= 1.00 ' 100 DL (pif) 60 ,/ ecc (in): 0.0 X LL 0 DL (lbs)= 0 ecc (in) 0.0 X LL 0 DL (plf)= 0 X LL 0 dist above floor(ft)= 0.0 Horizontal min in 6 2 / ft 0.17 outward Phi *Mn (in -k) defl (in) 42.65 42.65 42.65 43.29 43.29 43.15 44.69 0.18 -0.18 -0.24 0.17 -0,18 -0.24 -0.00 K factor 1:00 2.24 2.24 2.24 2.24 2.24 2.24 2.24 w /seismic= 0 /seismic= w /seismic= Allow defl(in) Comments Sheet of HARTUNG PANELS 5 THRU 17 case ok case ok case ok case ok case ok case ok case ok parapet ht (ft) 2.50 NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL 0 0 strip Width (in)= .0 0 ENGINEERS- NORTHWEST CONCRETE WALL DESIGN (version 3.0) 6869 Woodlawn Ave NE 1988 UBC Seattle,Washington 98115 00:58:14 01 -14 -1980 WALL DATA height (ft) 28,00 MATERIAL DATA concrete (psi) 3000 LOADING DATA unfactored wind in (psf)= seismic zone ledger LL(plf)= concentrated load LL(lbs)= concentric load LL(plf)= horiz load plf (+ inward)= REBAR DATA Vertical 05 at 10.0 in d= 5.75 Horizontal min in "2 / ft 0.17 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Mu (in-k) 2 . 3 4 5 6 7 . -AAD CASES 3,5 3.5 3,5 6,6 6.6 4.1 12,1 12.0 -36.2 -49.4 -4.3 -51.4 -52.2 -73,4 1) .90L + 1.3WL inward 2) ...9DL + 1.3WL outward 3) .9DL + 1.43E0 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL 4 1.28LL + 1.28WL outward 6) 1.05DL + 1.2811 +1.4E0 7) 1.4DL + 1.711 INTERACTION CURVE DATA .7 *Po .7 *Pbal .70Mbal 124.2 46.3 168.2 84.1 pip 100 thickness (in) added thickness (in) 7.25 0.00 rebar (psi) 60000 • 15.0 out (psf)= 15.0 3 press (psf)= 20.4 import fact= 1.00 100 DL (pif)= 60 ecc (in)= 2.0 13125 DL (lbs)= 7875 ecc (in)= 4.5 0 DL (plf)= 0 0 dist above floor(ft)= 0.0 .7,4Mn - outward Phi4Mn (in -k) defl (in) 120.04 0.05 120.04 -0.40 120.04 -0.70 129.51 -0.06 129.57 -0.92 121'.90 -0.69 106.09 -0.59 K factor parapet ht (ft) 1.00 2.50 X LL w / seismic= X LL u /seismic= X LL w /seismic= Allow defl(In) Comments Sheet of HARTUNG PANELS 5 -17 W /BM LOAD A7 2.24 case ok 2.24 case ok 2.24 case ok 2.24 . case ok 2.24 case ok 2.24 case ok 2.24 case ok used interaction curve NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL 0 0 strip width (in)= 41 0 ENGINEERS- NORTHWEST INC. P. S. 6800 WOODLAWN AVE, N.E. • SUITE 205 • SEATTLE, WA 9 8116 • (206)626 -7660 • FAX # (206) 622.6698 Joe No Joe NAME DATE BUS.JIOT • SHEET g OF . i (� filert6W 17 2. pN4s /$ - 1`l 3 Me 4 1•y• 5 RIInl bar sire (4 to 9) 6 bar spacing (in) 1 d distance (in) 60000 3 lnvard wind load (psi) 4 Outward wind load (psi) 5 s /isiic zone (1 to 4) 6 seismic importance factor 1 Ledger LL (pit) 8 0L (p11) 9 dist from Inside lace (In) 0 X 1.1 v/ seismic (0 to 100) 1 Concentrated IL (Ibr) 2 01 (Ibi) ' 3 dist Iron inside face (in) 4 X 11 v/ seismic (0 to 100) 5 design strip width (In) 6 Concentric it 011) 1 II (p11) 0 1 LL v/ s/lilIc (0 to 100) 9 Conc horn force (p11) 20 11119111 above Ilr (11) 0 0 0 0 0 0 0 WALL Dev 3 III height (1t) 2 9 4 k factor (0 to 1) '" 5 Parapet height (It) O 6 Nall thiclncs% (In) G � 1 Additional va11 thickness(In) 0 0 i 0 0 0 BY - ,t /1.. 7 ` N61NEERS- NfRTHWEST CONCRETE WALL DE(31611 Eversion 3.0) , Sheettol of 6869 Wondlawn Ave NE 1988 UPC HARTIJN6 Seatfle,Washingtnn 98115 013:35:59 08-01 -1990 PNLS 18-19 po 100 WAI1. DATA height. (1).) thickness (in) added thickness tin) K factor parapet ht (ft) 29.00 6.50 0,00 0.80 0.00 MATERIAL DA1A concrete (psi) cellar (psi) 3000 60000 LEJAD1116 DATA untutored wind in Ipsf1: 15.0 out (psf)= 15.0 .seismic,,, zone 3 press (psf1= 18,3 import fact= 1,00 ledger..,. LL(pIf1= 100 01 (plfl: 60 ecc fin): 0.0 % 1,1. w /seismic: 0 concentrated load Ettlbst= 0 DL MO= (1 ecr lint: (I.0 7. I.J.. w /seismic.: 0 strip width (in): 0 concentric load LL(plf): 0 01 (p1f1: 0 7. LL w /seismic: 0 hnriz load p14 (4 inward): 11 dint above flnnr(ft): 0,0 REPAR IIATA Vrrrl(r,al 95 at 111,0 in d: 3,00 Horizontal min in "2 / ft 0.16 MOME:NI AND DEFl.EC1100 RESULTS + inward - nutward C:.sr Pn (kips) Mn (ir, -k1 Philtil (in -k) 041 lint 01Inw ((pfl(inl Comments lop of wall . 1 0, 15,11 3 :i 0,11 1,116 case nk 2 0.9 -16,0 33.03 -0.12 1,86 case ok 3. 0,9 -21,4 33,( -0,14 1.0i. rase nk 4 1,1 15,4 33.45 0.11 1.86 case ok 5 1,1 - 1!i.') 33.45 -0.12 1,06 rase nk 6 1.1 -21.5 33.32 -0.14 1.86 case ok 7 .1.6 -(I.1. 34.34 0.0(( 1.06 rase ok Bottom of wall t 1.0 19.7 34,60 0.02 . 0.93 case nk 2 1,8 -19,8 34,68 -0.02 0.93 case ok 3 -0,0 -26,5 34.60 -0.03 0.93 case ok 4 2;1 19.4 35.35 0,02 0.93 case ok 5 2.1 -19.5 35.35 -0.02 0.93 rase nk 6 2.0 -26,5 35.23 -0.03 0.93 case ok 7 2,9 -0,2 36.81 -0.013 0.93 case ok l.OA11 CASES 1) ,9111. + 1,3WL inward 2) . .901 + 1.3WL outward 3) .91)1. + 1.43E0 4) 1.0501 + 1,2811 + 1.28WL inward 5) 1.051II. + 1,2111.1 + 1.2UWL outward 6) 1.050L + 1.2811 + 1.4E0 7) 1.401 + 1.711. A .eLd o.a,ZsC O. If 5 /N f L o. J S 0.2 /iv* j. NOTE in rases 1), 21, 41, and 5) the LL used is 1/2 of the applied LL Q56 *fe / it x #4e/s- 0 4e/ — C) ENGINEERS -- NORTHWEST INC. 'I ? S.' 6869 WOOCLAWN AVE, N.9. • SUITE 2013 • SEATTLE, WA 00110 • (206)6213.70110 • rAx N (206) 1116699 No, c:is I NJECT 3 I'c• 4 r1" 3 Relnl bar site (4 to 9) 6 'weber 7 d distance (In) Jos NAME (JArr BURET " ' C P or. .±;a - //o/crat/4 i L /NE 2 _ Pvt. s /E53 y /q to a►s(s ter) 3czL r'. 6000 5.93157 3 Inuard nand load (ps1) 4 00luard ulnd load (ps1) • 3 Seismic folio 11 to 4) 6 selsic Importance lactor 1 Ledger LI. (p11) 0 01 4,111 dist Iron Inside lice. 10 111 u/ ule1►I( 11 to 100) •11 Concentrated 11 Ohs) • 12 01. Ohs) 13 dist Iran Inside lace MI) 14 111 u/ selssic (1 to 100) 13 Concentric tl. fpll) 16 01 (p11) 11 I tL u/ solisic (1 to 100) 10 Conc hurl: force (pl1) 19 height above lir (11) 3AHE5 DfM1 3 Wall height ((1) T 1 lattOr 10 to 11 3 Parapet height (It) 6 Jasb Ihlclness (In) 1 uldth (In) 0 Additional Jab Ihlclnous(In1 9 Opandrel lhlcln na Ifni 10 nllset (In) r osatvard 11 tell opening uldth (111 12 height (11) 13 Right opening uldlh (Ill 1.1 height (11) /5,0 is ,3 /v! !" fob PW` b 0 0 0 0 0 0 0 0 0 rrf Pri (L s x,tr,:}z8 4 Z� 0 ENG I HF F fl!i- NORtHWE •': t 6869 Wnndlawn Ave NE Bpattlp,Waahinnt:dn 9(1115 JAMB DATA heigh( :,(01 28.50 • SPANDREL DATA thickness(in) 7.25 OPENINGS LEFT MATERIAI. DATA CONCRETE ;IAMB DESIGN (version 1988 (IBC 10 :00:58 • 0 (1 -01 -1990 po 100 width (inl thickness (in) 24.00 7.25 offset (in. + outward) 0.00 width (ft) height (ft) 14.0 • 12.0 cnnr.rete (psi) rebar (psi) 3000 60000 3,01 LOADING DATA unfactored wind in (psf1= 15.0 out (psfl= 15.0 seismic,,. zone 3 press (psf) =130.2 import fact= 1.00 ledger • (1(plf1= 100 DL (p14): 60 ecc (inl= 0.0 concentrated load 1.1.(lbs1= 0 DL (lbs)= 0 ecc (in)= 0.0 concentric Toad LL(p)f)= (I DI. (Of): 0 • horiz load plf (+ inward): 0 dist above floor(ftl= 0.0 RERAR DATA Vprtiial 5 45 d= 5,44 Horizontal min in ^7 / ft 0.17 /o -iris (ser) • MOMENT AND DEFLECTION RESULTS + inward - outward Case . Nu (I:ips( (10 (in - k) , . PhitHn (in -k) dell (in) Ailnw lop of wall: 12' 1.'1 1311,3 20/.69 7.9 207.69 ;I 7.9 - 11.)1,1 207,69 4 9.7 138,7 209.10 5 9,J• -144,1 209.70 6 9.2 . -172,0 209.16 7 13.6 -5,3 1/2.59 Rattan of wall . 1 0.0 156,3 • 211,60 2 11.7 -155.1 169,76 3 11.7 ' -161.3 169,76 1 .0.0 154.3 213,49, 5 14.2 -154,2 173.45 6 13.7 -161.8 112.69 7 • 19.6 -1.2 .101.56 LOAD CASES 1) 2) 3) 4) 5) 6) 7) .901 + 1.3W(. inward ,911L + 1.3W1 outward .91)1 4 1,43E0 1.05131 + 1.281L + 1.28WL inward 1.05D1 + 1.211LL + 1.20141 outward 1.05131 + 1.28LL + 1.4F.0 1.4131. + 1.71.). INTERACTION CURVE DATA .7$Pn .7tPihal .7111ha1 .11111n 124.7 26.0 191.3 152,2 A% z RIGHT width (ft) height (ft) 14.0 12,0 Add thickness (in) K factor parapet ht (ft) 0.00 0.80 0.00 LI LI. Lt. 1,1,1 1,82 -1.13 • �kQ (.112 1.63 1.112 -1.72 1.82 1.82 - 0.02 1.112 0,'20 0.91 -0.22 0.91 -0.20 0.91 0.27 0.91 -0.21 0.91 -0.20 0.91 -0,00 0,91 ,v75/4 /7'S',N/`/ /Ag Sheet Gul/ of FIARTUNG PNLS 18 -19 w /seismic= 0 w /seismic= 0 w /seismic= 0 del) (in) I;niiments NOTE in cases 1), 21, 41, and 5) the 1.1. used is 1/2 of the applied LL •.va t s(I:)( 7 0.1115 ,v4/ case ok case nk NO GOOD case ok rasp nk NO GOOD X F% ccr�tn case plc used interaction PC-R..2=4 r/ Or/ a< curve Case ok case ok used interaction curve case ok used interaction curve case nk case ok used interaction curve case ok used interaction curve case nk used interaction curve C3 1.977 . L u� rt =� /, 977 04 L._J ;>if t. "Y //pail. ENGINEERS- NORTH•IW[:ST INC. .I S.' 0089 WOODLAWN AVE, N,ts, • SUITE 201 • SEATTLE, WA :)11)111 • 1200)13211•711110 • rAx # (200) Mf)RLAe0l1 7 No. JON NAME .JVCT . NATe7ZJ,v4' /A/r 2. Mt /6 3 1'c 4 rye 3 Relnl bar sire (1 to 11 6 number 7 d distance (In) 3ooq. t 1,0000 3 inward wind load (ps1) 4 Pulwrd ulnd load (ps1) 1 siIsulc lone (1 to 1) 6 Wait Importance (actor 7 ledger U. (p11) 0 01 (p111 1 d(st Iron Inside Iate.11u) 10 2 II u/ sels►i( 11 to 100) 11 Concentrated It Ilbs) • 12 DI. (Ills) 13 dist Iron, Inside lace (11,) 14 2 II u/ 'ohmic 11 to 100) 11 Concentrlc tl. (pl1) 16 DL (p11) 17 2 ll, v/ selanlc 11 to 100) 10 Con( boil: Imo (p11) 19 blight above Ilr 111) • JArta £*4t4 h gall height 1111 4 1 lotto (0 to 1) 3 Parapet height 111) . 6 Ji.b Minns Iln) 7 uidlh lln) 0 Additions, Jaib Ihlcknessllnl Ilpandrel (hiclnesu 10 offset lInt a outsold I1 1e11 opelliuq width 1111 12 height 111) 11 Right opening vial!' 111) 14 height 111) /5:001 - /b ' ff. F `i j'cP V 0 0 0 0 0 0 4 0 0 0 DATE `- to AIR ET ,r. Z er h r i C ENGINEERS - NORTHWEST 6867 Wnndl awn AV ' PEE Seattle,Washingtarl 98115 LOAD CASES 1) . ,90L t 1.3W1. inward 21 .98L + I.3WL outward 3) .901. + 1.43E0 41 1.05DL + 1.2OLL + 1.28WL inward 51 1.05D(. + 1.28LL +.1.211W1 outward 6) 1.051)1. + 1.281.1. + 1.4E0 7) 1.401. +1.71L INTERACTION CURVE DATA ,71Pn ,7tPha) ,7$Mbal ,74Wn; 124.2 • 45.6 155,9 66.8 CONCRETE. JAMN DESIGN (version 3.0) Sheet U'r 1988 14n1 HARTONI4 10:21:03 08 -01 -1990 PNI. 18 pn inn - -.• .1AMH IIAIA 'height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 28. 4 24.00 7,25 0,00 0.80 0.00 SPANDREL DATA thickness(in) . offset (in. + outward) 7.25 0,110 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 14.0 .12.0 0.0 0.0 MATERIAL DATA . rnncrPte (psi) rphar (psi) 3000 60000 LOADING DATA unfactared wind in (p4f1: 15.0 nut (psfl: 15.0 seismic.., zone 3 press (psf1: 75.3 import fact: 1.00 ledger' LL(plfl: 100. IL (p1f1 :. 60 ecr. (int: 0.0 % LL w /seismic= concentrated load 1.1.Ilbs1: 0 O1. (Ihsl: 0 etc (01= 0.0 ) LL w /seismic= rnnrpntrir lead I.l(plfl: U DL (plfl: 0 % LI. w / seismic: horiz load plf 1+ inward): 0 dist above floor(ftl: 0.0 REBAR DATA Vertical 2 115 d: 5,44 Horizontal min in '2./ ft 0.17 q 5 Cz eJ) MOMENT AND DEFLECTION RESULTS + inward - outward . Case . Pu (Gips). Mu (ink) Phieln (in-k) deft (in) Allow defl(in) Comments Top of wall ' 1 : 4.4 ' 15.3 100.94 1.12 . 1.82 case nk 2 4.4 -76,5 100.94 1,11 1.82 case ok 4.4 94.6 IU0,94 -1.40 (.O'1 case nk 4 5.5 14,1 . 104.13 1.08 : A.82 case ok 5 5,5 • -77.9 104.13 ••1.16 (.87 case nk 6 5.2 -96.4 103.25 -1.31 1.82 cese ok 7 1.1 -2,'J • 110.63 -0.01 '1.13'2 rasp ak Nottnm of wall . t 11,1) N'J, 5 100.2 1) U. 2 (1 0.91 rase ak 2 6.8 -87.1 108.20 -U. 15 0.91 case ok 3 6,H .` -'14,8 )08,2(1 -(1,14 4,91 rasp ok 4 . ' 0,0 86.2 02.27 0.20 0.91 case nk 5 8,2 -86.7 112.27 -0.14 11.91 carve nk 6 7.9 -95.0 111,47 -0.14 0.91 case ok 7 11.4 -0,'1 89,(13 -0.00 0.91 case ok used interaction curve NI1TE in rases 11, 21, 41, and 5) the ll used is 1/2 of the applied LL L� ENGINEERS- NORTHWEST INC. P.S. 8869 WOODLAWN AVE, N,E. • SUITE 205 • SEATTLE, WA 98116 • (2061626.7660 • FAX M (206) 622.6608 J 'No. 8U.JIOT ll I.. 1 r 2 - 7 /4. 3 trc• 4 ry• 3 Rein( bar sire (4 to 9) 6 be spacing (In) 1 d distance (In) Joe NAME DATE - - SHEET Mt or 3a,L•a 60000 %3 % ^ Sgr2-.S 3 Inward wind load (psi) 4 Outward wind load (psi) 5 seismic zone (1 to 4) 6 seismic importance (actor 7 Ledger LL (pll) 0 DL 41 1) 1 =', i f',W) • o 1'• 9 dist from Inside lace (In) 10 2 LL w/ seismic (0 to 100) II Concentralwd IL (I6) 12 01 Ohs) 13 dist h os Inside lace (in) 14 2 LL w/ seismic (0 to 100) 13 design strip width (In) 16 Concentric IL (plt) 11 DL (pil) 10 1: LL v/ seismic (0 to 1001 19 Conc horiz force (p1() 20 height above (1r (11) WLLL DE'(9J 3 Vail height (11) 4 k factor (0 to 1) 5 ra►apet height (10 6 Vail thickness (In) 1 Additional lull thickness(In) /S• /so 3 t 1 !It/ .. . o .... 0 0 0 0 0 0 0 0 0 0 0 ENGINEERS - NORTHWEST CONCRETE WALL DESIGN (version 3.0) Sheett0 6869 Woodlawn Ave NE 1988 UBC HARTUNG Seattle,Washington 98115 05:03:25 01 -14 -1980 WALL 20 -24 --1: po 100 ALL DATA height (ft) thickness (in) added thickness (in) K factor parapet ht (ft) 28.00 5.50 0.00 1.00 0.00 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf): 15.0 out (psfl: 15.0 seismic... zone 3 ledger.... LL(plf)= 351 concentrated Load LL(lbs)= 0 concentric load LL(plf)= 0 horiz load plf (+ inward)= 0 REBAR DATA Vertical t5 at 12.0 in d= 2.50 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Mu (in -k) 2 3 4 5 , 6 7 26.2 -27.0 -31.7 27.3 -30.1 -33.7 -1.7 AD CASES 1) + 1,3WL inward 2) .9DL + l.3WL outward 3) .901 + 1.43E0 4) 1.0501 1.2811 + 1.28WL inward 5) 1.05D1 + 1.2811 + 1.28WL outward 6)' 1.05DL +1.2811 + 1.4E0 7) 1.4DL + 1.71L press (psf): 15.5 import fact= 1.00 DL (plf): 211 ecc (in): 0.0 DL (lbs)= 0 ecc (in) 0.0 DL (plf): 0 dist above floor(ft)= 0.0 Horizontal min inA2 / ft 0.13 38.09 38.09 38.09 38.57 38.57 38.30 39.48 0.99 -1.44 -1.75 0.89 -1.75 -1.74 -0.02 7. 2.24 2.24 2.24 2.24 2.24 2.24 2.24 LL w /seismic: LL w /seismic= LL w /seismic= - outward Fhi #Mn (in -k) defl (in) Allow defl(in) Comments case ok case ok case ok case ok . case ok case ok case ok NOTE in cases 1),.2), 4),.and 5) the LL used is 1/2 of the applied LL 0 0 strip width'(in) 0 0 . ENGINEERS- NORTHWEST 6869 Woodlawn Ave NE ,,,.. Seattie,Washington 98115 CONCRETE JAMB DESIGN (version 3.0) 1988 UDC 05:05:23 01 -14 -1980 po 100 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 28.00 30.00 5.50 0.00 1.00 0.00 SPANDREL DATA thickness(in) offset (in. + outward) 5.50 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 3.0 7.0 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf): 15.0 out (psf)= 15.0 seismic... zone 3 press (psf): 22.9 import fact- 1.00 ledger LL(plf): 351 DL (plf) =. 211 ecc (in)= 0.0 % LL w/seismic= 0 concentrated load LL(lbs)= 0 DL (lbs)= 0 ecc (in): 0.0 Y LL w /seismic= 0 concentric load LL(plf)= 0 DL (plf)= 0 % LL w /seismic: 0 horiz load plf (+ inward) =. 0 dist above floor(ft): 0.0 REBAR DATA Vertical 4 115 d= 3.68 Horizontal min in "2 / ft 0.13 MOMENT. AND DEFLECTION RESULTS 4 inward - outward Case Pu (kips) Mu (in -k) Phi$Mn (in -k) defl (in) Allow defl(in) Comments 1 1.7 40.9 87.92 1.85 2.24 case ok 2 1.7 -42.2 87.92 -2.00 2.24 case ok 3 1.7 -44.4 87.92 -1.84 2.24 ,case ok 4: 2.3 41.3 88.76 1.83 2.24 case ok 5 2.3 -44.5 88.76 -2.11 2.24 case ok 6 2 2.0 -45.5 88.29 -1.83. 2.24 case ok 3.6 . -2.8 90.30 -0.04 2.24 case ok LOAD CASES 1) .9DL + 1,3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1.43E0 4) 1.05DL + I.28LL + 1.28WL inward 5) 1.05DL + 1.2811 + 1.28WL outward 6) I.05DL + 1.28LL + 1.4EG 7) l.4DL .+ 1.7LL Sheet dA of HARTUNG JAMB AT 21 in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL 6869 W000LAWN AVE, N.E. • SUITE 205 • SEATTLE, WA 98116 • (206)526.7660 - FAX 0 (206) 622.6698 J1k No,,_. _Jos NAME DATE 9USJWOT, - SHEET ty 17 ,or 9Y � .• t . • f ; /k'41C"'7VN' _ rzvoriccittia 2 (WLS '2 3 Po 4 Tye 5 Relnl bar sire (4 to 9) 6 bar spacing (in) 7 d distance (In) • ENGINEERS-- NORTHWEST INC. P.S. ,,room, 60000 s 1g-° 3•c ,Av) 3 tnuard wind load (pill 4 Outward wind load (psi) 5 selsoic :one (1 to 4) 6 seismic impoortance lector 7 Lsdg►r 11 (pill 0 01 (pit) 9 dist bus Inside Iic, (111) 10 X LL u/ seismic (0 to 100) 11 Concentrated 11. (Ibb) • 12 01 lilts) 13 dist Eros inslde lace (in) 1.1 X 11 u/ seismic (0 to 100) 15 design strip width lin) 16 Concentric IL (pit) 11 01 (jilt) 10 X 1.1 u/ seisslc (0 to 100) 19 Colic port: lorce (p11) 20 Hight above lit (It) sit Dad5(41 3 Wall height (11) 28 '`- 4 k (actor (0 to 1) /i n 5 Parapet height (11) Cam' 6 Wall Uric loess (In) 4 1 Mldlllonal vall thickness(In) 0 /5 psi 3 1 loo 0 0 0 0 0 0 0 0 0 0 0 • • 7 FNGINI:F:RS- NURTHWFST CONCRETE WALL DESIGN (version 3.01 ShppP of 6069 Woodlawn Ave NE 1988 UBC HARTUNG Spattle,Washitintnn' 911115 00:43:09 00 -01 -1990 MILS 25 -37 Po 100 WALt DATA height (ft) thickness (in) added thickness (in) K factor :parapet ht (ft) 28 :00 6.50 0.00 1.00 0.00 MATERIAL DATA concrete (psi) rehar (psi), 3000 60000 LOADING DATA unfactnrpri wind in (psf1= 15.0 out (psf)= 15.0 SPISmir,, ;1 press.(psf)= 111.3 impart fart= 1.00 (edger..,, LL.(plfl= 100 DL (plfl= 60 ecc tin)= 0.0 7. LL w /seismic= 0 cnnrrn)raled )oars L1(1h51= 0 DL IIhs1= 0 err lint= 0,0 . x LI w/spismir= 0 strip width (in)= 0 concentric load LL(plf1= 0 0). (plf1= 0 x LL w /seismir.= 0 hotii )earl pl+ 1+ inw;:rill= p dist above f)nnr(4t)= 0,0 RFOAR DATA VP,1iral 05 at 16.0 in .1= ,S, nu Hnriinntal in inA2 / ft n.m MOMENT AND DEFLECTION RESULTS f inward - outward OCk Po (kips) Mn iin -1:1 Phillip (in-k1 dpfl (inl Allow dpfl(in) Comments 7 6 1.1 23,2 36.87 0.24 2.24 case ak 1,1 -73.5 36.117 -0.25 2.24 case nk 1.1 -34.0 36.01 -0.30 2.24 case ok 1.3 12.1 37,33 0.24. 2.24 case ak 1.3'. -73.3 37.33 -0.25 2.24 case ok 1.3 -34.7 37,21 -0.30 2.24 case.nk 1.8 -0.6 38.30 -0.00 2.74 case ok LOAD CASER ' 1) .901 + 1.3WL inward 2). ;91)1. + 1.3W1. outward 31.. .901 + 1.43E0 4) 1;05DL + 1,28LL + 1.28WL inward 5) 1.0501. + 1.2811. + 1.2001. nut ward 6) .1.0501. + 1.20LL + 1.4E0 7) 1,401. + 1.7LL /fog /z; P� p. a7i-T �p �� ` O• I `f ni�� :77* mere- „NOTE jn cases 11, 21, 41, and :51 the LL used is 1/2 of the applied LI. ENGINE NORTHWEST INC. P.S. 0889 WOOOLAWN AVE. N.E. . SUITE 205 • SEATTLE, WA 98115 • (2061626.7660 • FAX N (206) 522.6698 - JC No. 9UOJROT 1.. 1.• 2 . /L. 2 5 —31 °)/ 3 (rc' 4 ry• 5 Rein( bar site (4 to 9) 6 be spacing (in) 7 d dlstanct (In) Jo►e NAME Lc2M O 60000 i' P1 9.tsir 3 Inward vind load (pill 4 0utvard wind load (psi) S Slink :owe (1 to 4) 6 seismic importance factor 7 ledger 11 (p11) 0 OL (pll) 9 dist from Inside face (In) 10 X 11 u/ seismic (0 to 100) 11 Concentrated 11. (Ibr) 12 0l (ths) 13 dist from Inside lace (In) 14 1 11 u/ seismic (0 to 100) 15 design strip vidth (in) 16 Concentric 11 (p11) 11 DL (p11) IO 1 11 v/ seismic (0 to 100) 19 Conc horli force (pi() 20 height above 11t (it) WAU. pES��1 3 Nall height (11) 4 k factor (0 to 1) 5 Parapet height (11) 6 Nall thickness (In) 7 Additional gall thickness(in) 15�v r 7 i 3 �o ps /n0' 4.9 r 'F *0 4 (7/3/se , � -r07 ' V ry ' I 3S 0 0 0 0 0 DATE s►eRET1 /9 OF BY 7 CONCRETE WALL DESIGN (version 3.01 Sheet 02i7 1989 118G : HARTUNG 08:49:08 OH-01-1990. PNLS 25 -37 DM LD po 100 - -- _.. WAIL 11A1A height (111 Ilrirl,ness (in) ' added thickness (in) K factor parapet ht (ft) 20.00 6.50 0.00 1.00 0.00 MATERIAL OAIR r unr,rn) P (p��i l rphar )psi l 3000 60000 )W)(1INI+ UA(A nn+orthri'rl wind in (psf)= 15.0 out.(psf1= 15.0 sr±iSmir., 7n1a :3 Mena 1pW= 1114 import fact =1.00 ledger...: I.I.(p1f)= 100 01. (plt)=. .60 ecc (int= 0.0 % LI- w /seismic.= o c''nrenlrated In 11 Iths1= 131211 01 (i11s1= 781N pr.: (in) '4.5 % 1L w /saismir= n concentric load 11.41111= 0 01 (plf1= 0 % LL wlseismic= 0 .hnriz load pl•1 (+ inward►:: a Mist ahnvW flnnr(1t1= 0.0 IBEHAR DATA Vortical 05 at 6.0 in rl= 4.69 Horizontal min in ^2 / ft 0.16 L � - 5' atilt Outs/Da dice) MOMENT ANTI DEFLECTION RESULTS + inward - outward CaSP PH (kips) Mu (in -k) PhitMn (in -k) defl (in) Allow defl(in1 Comments ENr, I NE ERS- N[1R11IWE!11 6969 Woodlawn Ave. NF SWattle,Washingtrm 9)1115 1. 3.3 11.9 2 3.3 . -37.8 '3 3,3 -47.1 4. : -5.1 5 6.6 -64.1 6 3.9 -50.3 7 ,, ' 12.4.. - 94.5 LOAD CASES" 11 .'1DL + 1.3W1 inward + t.3W1. outward 3) ,. .91 + 1.43E11 41 1.05)11 + 1.28U. + 1.2OWL inward 5) 1;05)11 t 1, ?OL1. + 1,2081 nntward 6) 1.0501 + 1,28L1. + 1:4E» 7) . 1.401 + 1.711 INTERACTION CURVE DATA .71Prr .71Hhai 7111hi) , /tOn 111.4 24.5 142.0 106.2 142.16 0.07 142.16 .142.16 '-1.05 146,74: -0.09 146:74 -1.59 143.00. 1.04 124.32 . -1.19 2.24 2.24 2.24 2.24 2.24 2.24 2,24 .. case ok case ok case ak case ok case ok rase ok case ak usnd NINE in cases 1), 2), 41, and .51 the LL used is 1/2 of the applied.l.f. strip width "lint= 38 interaction curve. • ENGINEERS- NORTHWI.ST INC. 0000 W00b1./1WN AVE. N.L. • SUITE 2011 • SEAT TLE, WA 011110 • (20010264111111 • rAX # (200) 00.0000 1 No. HtitJ /CT.. 1 _ 5 25, 28,31- 3 1'c• 4 ry' 3 Aeln1 bar si,s (1 10 1) 6 011.60 7 d distance (In) Jon NAM, .rwr.wr r.. 4 '.M... wwww. W.. ttr r..._. • 1 . 3vvGJ..,,i 1.0000 5 . ,I G �,, L • !'.4.1375 '. 3 Invard vind load 0511 4 Ooluard ulnd load (p1l1 3 Iclsulc ions 11 to 1) 6 Walt i•purlance factor 1 ledger 11. (p11) 0 01. 'pi') 7 dial Iron luside fete. tiu) 0 t It v/ selsolc 11 1e 100) 1 Combated 11 Ilhs) 2 01. Ohl) 3 dist hob Inside lac. fin) 4 Y I.l v/ stlsolc 11 to 100) 3 Concentric It fill) 6 d1 (p11) 1 2 I.I. v/ Ieisiit 11 to 100) 0 Coot hot 1: lot s (p11) 1 height above llr (11) iAtit3 DE46J4 h 11111 hellhl (111 • 4 1 factor 10 to 11 3 Perapel 6101 1111 /► Job thlctn,ss (In) 7 uldth tlnl h Addlllooal PIA Ihlttness(in) 1 Preodrel Ihlclness (In) 10 nllsal fin) 1 nntua►4 11 1e11 nprulnl uldth 1111 12 height 111) 13 Rlpht openlop uldth (11) 14 helyhl (11) is cr /sc . /o ptf /'L! !0 . 0 0 1 0 0 .0 0 0 0 0 7 17AtI - _ AIDE ...,. CONCRETE JAMB DESIGN Aversion 3.01 Sheett" - of 1988 U8C HARTUNG 10:36:49 08-01 -1990 PNLS25 -28 -34 pa 100 JAHR DATA • height (ft) - width (in) thickness (in) add thickness lin) K factor parapet ht (ft) 28.00 36.00 6.50 0.00 1.00 0.00 SPANDREL DATA thirknes,(in) offset lin. + outward) 6.50 0.00 OPENINGS 'EFT width (ft) height (411 R1111T width (ft) height (ft) 12,0 14,0 0.0 0.0 MATERIAL DATA EN&iHEERS- N8R1HWI4T 6869 Woodlawn Ave NE Seattle,Washington 98115. r u nr rplp (psi) cellar (psi) 3000 60000 LOADING DATA unfactored winri • 11) (pt: +1= 15,0 not )ps +) 15,o seismic.... zone 3 press (psfl: 39,9 import fact= 1.00 i itger 11 (pi41= 100 I. (p1 +1: 60 err (ink 0,o % 44 w /seismic= (I concentrated load 4L(1hs)= 0 DL (l11s1: 0 ecc (in) 0.0 % LL w /seismic= 0 rnnrpntrir Inad 4LIp)f)= (► D4 ip141= 0 % I.I., w /seismic= 0 hariz load plf (+ inward): a dist shove flonr(ft): 0.0 RFDAR DATA ' ,43` ocx' (1L)6,A) =v OS Vertical 6 45 d= 4,69 Horizontal min in"2 / ft 0.16 + bt ca, - i. s • /Z --0s �G LF 6„t) A. #3Q b "t oK L._.J /4' • co MOMENT AND DEFLECTION RESULTS. + inward - outward JANfI Case Po (trips) Mn (in-k1 Phi1Mn (in -k) Bell (in) Allow defl(in) Comments 1 3.2 18.1 142.04 : 2,14 2,24 case ok 2 3,2 -70.8 )42,04 -2,10 •.2.24 rase ok 3 3.2 -76.8 142.04 -1.82 2.24 case ak 4,0 78,6 143.14 2,11 2.24 rase ok: 4.0 -80.4 143.14 -2.19 2.24 case ok 33.8 -711.6 142,06 • -1.01 2,24 case ak 5.5 -1.8 • 145.37 -0.01 2.24. case nk Ll)AD CASES 1) m1. + 1.3WL i nwar ci 21' .90L + 1,3WI. outward 3). .9114 + 1.43E8 41 1.05111 + 1.2844 + 1.2804 inward 5) 1.050t + 1.2841. + 1.28W4 nntward 6) 1.0504 + 1.2844 + 1.4E8 11 (.411). + 1,7414 NOTE in CARPS 1), 21,. 41. and 51 the LL used is 1/2 of. the applied LL LNG INEERS-- N01111•IWI;S•f• INC. I? S.' 1100© WOOL LAWN AVE. N.p. • SUITE 205 • SEATTLE, WA P111111 •120(11621 {•7lIfN1 • rAx N (2111) M!11•UOS Joys NAME. • 3 Pc. 4 ry. 3 R.InI bar slit (4 to 11 6 nosh., d distant. (In) r ._..410416 . 3 inward ulud Toad (ps() /3 r 4 (luluard ulnJ load (ps1) /5:9.1 3 seismic ,one fl 10 4) 1 6 Welt Iepellonce licto, 1 1 t,y,r (l, (p11) da 0 04 (p11) oo ea 1 dist Iron Inside lo►•t t1u1 id 0 I IA u/ Wahl( II 10 100) 0 I tont.nlraled 11 fibs) 0 7 04 (ibi) 0 3 dist Iron InsIdt fact flu) 0. 4 I LL vl selsrlc 11 10 100) 0 3 Cook .nlllc (1. (1111) 0 6 ' 04 411) 0 1 I ll, v/ stltnIk (I to 100) 0 0 coot holly lots (p11) 0 1 h.lyht ohm lir (111 . 0 3 pall holoht 1111 28 4 1 lotto, (0 to 11 1 3 Pitapat height (11) Cj' 30 1 6 Jas1 thictn,ss (In) 1/ 10000 7 uidlh (In) Zi." 5 0 AddIllooal Jab IhltInt0s1I001 �� g 1 100661 Ihictntss Elul 7 %4 5.l375 10 nllut (In) 1 eutva►d 0 II toll eptuluy width (11, /?i is blight (It) Jr 13 4101 opening vldth (1)) 3.333 14 Wight (11) 7. .41,.41 • iM6 DEs1UIJ .. AIIPET W V3 or_ 41_41. UA T R hr ..40 • I0h1IRETF. JAMB DESIGN (version 3.0) Sheet 0 '. of 1988 OK HARTUNG 14 :43:47 08 -01 -1990 PNL 25 po 100 JAMB RAJA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 28.00 24.00 7.25 0.00 1.00 0.00 SPANDREL DATA thirkness(in) offset (in. + outward) 7.25 0.00 OPENINGS LEFT width (11) heir)ht (ft) R)bHT width (ft) height (ft) 12.0 14,0 3.3 7.0 . ENGINEERS-NORTHWEST 6869 Wnodlawn Ave .NE Seattle,Washijgton. 90115 MAIFRiAI DATA ronrretp (psi) rebar (psi) 3000 60000 LOADING HATA unfactored wind In (n5 +1= 1:'i.0 nut .lpif): 1S.0 seismic... zo ne ;t press (psf) =.69.5 impnrt fact= 1.00 luilOH 11 (pin= 100 D1 (p111= 60 err (10= 0,0 7. 11. w /spismir.: 0 concentrated load LL(lhs1= .0 0I. (lhsl: 0 ecc (tn) 0.0 % LL w /seismic: 0 rau(P11)ric load 1.1.(p1f): a 111. (plff= 0 y li.w /5aisnic= 0 • horiz load. plf'(+ Inward) 0 dist above floor ► ft) = 0.0 MAR DATA Vnrlical S IS d= 5;44. Horizontal min in^7 / ft 0.17 MOMENT AND DEFi.FCTiON RESULTS + inward - outward Case Fn (kips) .Mu (in -k) Phi$Mn (in-k) defy (in) Allnw defl(in) Comments 1 5.8 178.5 205.04 2.3/. 2.24 NO GOOD 2 `r.S -129.0 205,04 -2.41 2.24 NO GORD 3 5,8 -137.0 . 205.04 -2.28 2.24 NO GOOD 4 7.1 129.11 206.69 2.33 . 2.24 NO GOOD 7.1 -133.0 206.69 -2.41 2.24 NO GOOD 6 6.7 140,6 206.30 -2.26 2.24 NO GOOD 7, 9.8 -3.2 209.82 -0.02 2.24 case nk LOAD CASES 1) .91)1 4 1.3WL inward 2) .9!)I. + 1.3W1. outward 3) .9DI. + 1.43E0 4) 1.0501 + 1.28LL + 1.28WL 5) 1.1150) + 1.2011 + 1.711W1. 6) 1.051)1. + 1.281I. + 1.4E0 7) 1.4111 + 1,71.1, inward outward NITTE in cases 1), 2), 4), and 5) the 1L used is 1/2 of the applied LL 1988 UBC 05:53:49 01 -14 -1980 po 100 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 28.00 24.00 6.50 0.00 1.00 0.00 SPANDREL DATA thickness(in) offset (in. + outward) 6.50 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 3.0 7.0 0.0 0.0 MATERIAL DATA ENGINEERS - NORTHWEST 6869 Woodlawn Ave NE Seattle,Washington 98115 INTERACTION CURVE DATA .7 *Po .7 *Pbal .71Mbal .7 *Mn 111.4 24.4 141,8 106.0 concrete (psi) rebar (psi) 3000 60000 CONCRETE JAMB DESIGN (version 3.0) Sheet of HARTUNG JAMB AT 30 LOADING DATA unfactored wind in (psf); 15.0 out (psf): 15.0 seismic... zone 3 press (psf): 29.2 import fact: 1.00 ledger LL(plf)= 100 DL (pl1): 60 ecc (in): 0.0 X LL w / seismic: 0 concentrated load LL(Ibs): 6563 01 (lbs)= 3938 ecc (in)= 4.5 Y. LL w /seismic= 0 concentric load LL(plf)= 0 DL (plf): 0 X LL w /seismic: 0 horiz load plf (+ inward): 0 dist above floor(ft)= 0.0 REBAR DATA Vertical 4 115 d= 4.68 Horizontal in inA2 / ft 0.16 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) Phi #Mn (in -k) dell (in) Allow defl(in) Comments 1 3.7 33.9 142.42 0.30 2.24 case ok 2 3.7 -56.3 142.42 -1.49 2.24 case ok 3 3.7 -67,1 142.42 -1.70 2.24 case ok 4 6.5 19.5 146.33 0.18 2.24 case ok 5 6,5 -80.4 146.33 -2.15 2.24 case ok 6 4.3 -70.7 143.32 -1.68 2.24 case ok 7 11.6 -69.8 122,96 -0.74 2.24 case ok used interaction curve LOAD CASES 1) ..9DL + 1.3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1.43E0 4) 1.0501 + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.0501 + 1.28LL + 1.4E0 7) 1.401 + 1.7LL NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS-NORTHWEST . 6869 Wnnd)awn Ave'NE Seattle,Washington 90115 JAMB DA1A height (ft). 20.00 SPANDREL DATA thickness(in) 6.50 OPENINGS LEFT MATERIAI. , DATA LOADING DATA unfactored wind in (psf)= 15.0 seismic... zone 3 lednrr LL(plf)= 100 concentrated load LL(lbs): 0 conrentric load LI(p11)= 0 horiz load plf (+ inward): 0 REDAR DATA Vnrtiral 2 45 dm 4.69 ¢- 057 (2 - en DOMED) AND DEFLECTION RESULTS + inward I;aSe:; Pu (kips) Mn (in -k) 2.0 45.1 2 1,0 -46,2 3 2.0 56.8 4 7.4 45,A 5 2.4 -46.7 6 1. -51.0 3.4 -1.0 width (in) 24.00 offset (in. 0.00' width (ft) 0.1) concrete (psi) 3000 .OAP CANES:. 1). ;90L + 1,3WI. inward 21 ,:..90L + 1.3WL outward 3) .101. + 1,43E0 4). '1.051)1 + 1.2811 + 1.2881. inward 5) 1.051)I. + 1.2011 + 1.20W1 outward 6) 1.05111 + 1.28LL +. 1.4E0 7) 1.41)1 + 1.71). CONCRETE JAMB DESIGN (version 3.0) 1908 11111; 16:27:24 00 -01 -1990 po 100 thickness (in) 6.50 + outward) height (ft) RIGHT ' ' width (ft) height (ft) 0.0 3.3 7.0 rebar (psi) 60000 out (psf)= 15.0 press (psf)= 30.4 import fact= 1.00 01 (plf)m 60 ecc (in)= '0.0 DL (Ihs): 0 ecc (ink .0,0 DL (plf1= 0 dist above floor(ft1= '0.0 Horizontal min in ^2 / ft 0.16 outward f'hittln (in -k) dell (in) 79.06 , 1.18. : 19.06 1.21 79.06 ' -1.52 :00,30 1.16. 00.30 -1.23 79.97 82.88 Sheet nf- HARTUNG PNL 20 f NI. 30 add thickness (in) K factor 0.00 1.00 LL % LL ''h LL 2.24 '2.24 2.24: 2.24 2.24 2.24 2.24 w /seismic.= w /seismic= wlseismicm 0 0 0 Ailnw.defllin) Comments rase ok rase: uk case ok .case' ok .: case ok "cade.nk ._case ok` NOTE in cases.)), 21, 4), and the 11 used is 1/2 of the applied LL. parapet ht (ft) 0.00 ENGiNEERS-NORTHWEST 6869 Wnndlawn Ave NE. Spattle,Washinr(tnn 98115 CONCRETE JAMB DESIGN (version 3.01 Sheet Z7 nf 1988 UDC HARTUNG 14:59:15 08- 01,1990 MIL 25 pn 100 JAMB DAIA hnidht 1ft) wrilth (inl thickness tin) add Ihirkness fin) K factor parapet ht lft) . 28.00: 38.00 7.25 0.00 140 0.00 SPANIIJ 1 DATA thirknrrys(in) nffsNI (,n, + nntwarrl), 7,25 0,00 DPFNIU(i LEFT width (f)) height ift) RJhHI width (ft) height (ft) 0.0 • 0,0 . 3.3 7.0 MA1FRIAI DA1A rnnrral H (psi) rghar loci), 3000 60000 LOADING 1)AfA unfar.tnred wind in (pc4): 15.0 not (psi): 15,0 seismic,... zone 3 press (psf)= 78.9 import fact- 1.00. leduer 11 (plf)` 100 IIL. (plf): 60 err (in)= • 0,(I 7. I.I. ,w /seismic= 0 concentrated load a(lbs)= 13125 1)1. (1hs): 7815 ecc linl= 4.5 '%LL w /seismic= 0 cunr.entrir load Ifiplf): 0 DL (plf): 0 X LL.w /seismic= 0 hnriz Inad plf 1+ inward) 0 dist above floor(ft): 0.0 REDAR DATA Vertirai 6 #5 d: 5,44 Horizontal min in ^2 / ft 0.17 MOMENT ANO.DEFLECTION RESULTS + inward outward Case Po (kips). Mu fin-k1" Phi$Mn (in -k) deft (in) Allow defl(in) Comments 1 : 4.1 23,8 163,76 0.14. 2.24 case ok 2 4;1 -51.5 163,76 -0.02 2.24 case ok 3 4.1 -67.2 163.76 -1.11 2.24 case ok 4 7.5 6.2 170,65 0.02 2,24 case ok 7.5 -76.2 170.65 -1.35 2.24 case ok 6 . 4.7 -70.8 165.21 1.10 2,24 case ok 7 13.6 -82.0 142.82 -0.69 2.24 case ok used interaction curve LOAD CASES 1) .70L+ 1.3W1. inward " 2) .91)1. + 1.3WL outward 3) '.914L + 1,43F0 4) 1.05DL ( 1.281.). + 1, 20W1.- inward 5) 1. b5M. + 1.:1(41.1. + 1, 2(4W1, mil ward 61 1.0501. + 1, 2ALL + 1.4F.0 71 1.44'), + 1.'11I. INTERACTION CURVE.OA1'A ,'ltPn ,7iPha1 ,7$Mhal 124,2 33.9. .177.0 119.9 NOTE in cases 1), 2), 4), and 5) the I.I., used is 1/2 of the applied LL w No. ,Jon NAM'. t�triJfCT LNGINELMS- NO11T1.IWE3T INC. I'S.' 13000 W000LAWN AVE. MIL • SUITE 201 • Sr:ATTL.11, WA 011118 • (2ot;)028•71100 • rAx N (4tle) 116•111.11 • WOW /A/4 44yr mie 1 lL '3' a/ LA) 3 ((1 4 ry• 3 )hint bar she (4 to !) 6 'weber d distance (In) 60000 S' 5;4315. 3 Inward ulod load (psi) 4 Milliard vind load 1psl) 3 selsole Zane (1 la 4) 6 sel.It Importance tutor 1 Ledger I1. (p11) 0 01. (p11) 1 disl.lrob Wide 1J :e (lu) 10 1 1.1. u/ ,.IsilC (1 II 100) 11 Co0(e0t161011 11 fibs) 12 01. (Ib,) 11 dist Irou inside Iue (1n) 14 1 11 vl seismic 11 to 100) 13 C00(e01111 11. (p11) 16 01, (p11) 17 1 11. u/ sei,►Ic (1 to 100) 10 cone 11011 laic, (p11) 19 height above lir 111) 3AKE5 DE1 311a1l heldht (11) • 4 l WO 10 Io 11 3 Parapet height (11) 6 Jail Ihlciness (In1 7 vldlh (In) n Additional Jab (hlclnesstlnl Ilpandrel lhlclnees Mil 10 nlleel fin/ a onluard 11 tell opming uldlb ((1) 12 height (1l) 11 0101 opening vidik (11) I1 bolyhl 111) /ray, ' ,1 Gv ea. 4 0 0 . � totzs, 0 0. 0 0 0 ._.r.. _ Ariter tAl l-stf or •.�_• , , ,.. .•�r.r. 7 ,.. „...# 411 0 r 7 ENGINEERS- NI1R1MWEfiT 6869 Woridlawn Ave NE 919t11e,Wa ;■inntnn 'i11115 •('0N(:RFTE JAMB i1ESIGN (version 341 1988 UPC 1507:06 11)1- 111 - 199(1. po 100 JAMB DATA height (411 width (in) thickness lint' add thickness • 28,00 24.00 9.25 •• 0.00 • SPANDREL DATA thirkness(in) offset (in. + outward) 6.50 0.00 OPENINGS LEFT width (ft) height (ft) ROM 20.0 14.0 MATERIAL DATA.' concrete (psi) rear (psi) 3000 60000 LOADING DATA unfactnred wind seismic.;. zone 3 lcdner (1(p11) 100 concentrated load LL(ibs1= 13125 concentric lead LL(pIf) horiz load p1f (+ inward): REDAR DATA Vertical 4 116 a*C. (4 de) MOMENT AND.DEFLECTiON RESULTS + inward - fa5e . Pu (kips) Mu (in -k) 2. • 3 4 5 . 6 1 10.4 1(1.4 10.4 16.1 16.8 12.2 28.4 134.4 -171,3 -170.1 105.7. -217.5 -176,5 123.9 LOAD CAR 1) ?111 + 1.3101 inward ,. 2) .9DL + 1.3W1. outward 31' 9111. + 1.43E0 4) 1.0511 + 1,201.1 + 1,28W(. inward 51 1, + 1. ?II)(. + 1.7014I. outward 61 1.050L + 1.28).L + 1.4E0 7) :1,41)1 + 1.71.L INTERACTION CURVE DATA .lien .711'(151 .7111hat .71Mn 158.5 . 42.5 321.8 240.6 • in (psf1= 15,0 nrit. (psi): 15,0 press (psf)= 80,2 import fact= 1.00 1)). (p1f1 1.0 KU (int= .0.0 01. (1bs)= 7875 ecc (int= . 4,5 0 01. (pH): 0 0 dist above flaor(ft1= 0.0 d= 7.38 Horizontal •min in "2 / ft 0.22 - outward Phi1Mn tin -k) deft (in). 335.90 335.8(1 335.80 27'2.6? 272.62 May 294,87 0.86 -1,41 -1.24 0,57 -1.69 -1.7'1 - 0,45 LL w /seismic= 0 % LL w /seismic= 0, X LL w /5ei5mic: 0 Allow defl(in) Comments 2.24 2.24 2.24 2.24 2.24 2.24 2.24 Sheet4 IIAT(IUNr - -- - - - -- PNl 31 (in) K fartnr 1.00 width Aft) height (ft) 0.0 0.0' NUM in ("ASP 1), 21, 4), and 5) the 1.1. used is 1/2 of the applied 1L parapet ht (ft) ` 0.00 case ok case ok case nk rase nk used interaction curve case nk used interaction curve rase ok case nk usnd interaction curve ENGINEERS - NORTHWEST INC. P.S. 8889 WOODLAWN AVE. N.E. • SUITE 205 • SEATTLE, WA 98115 • (2061525.7560 • FAX # (206) 5224698 , No, SUBJECT I...1 _ 00NG/N 2 _ pvis 5'3 3 Po 4 rye 5 Reid bar size (4 to 9) 6 bar spacing (in) 7 d distance (In) JON NAME DATE SHEET 4)3 OF BY . 3f 60000 3 Inward wind load (psi) ' 4 Outward wind load (ps1) 5 seismic zone (1 to 4) 6 seismic importance factor 7 Ledger LL (pif) 8 DL (pIl) 9 dist from inside face (in) 10 X 11 w/ seismic (0 to 100) 11 CUncontratwd 11 (Ibb) 12 OL fibs) 13 dist from inside lace (in) 14 I LL w/ seismic (0 to 100) 15 design strip width (in) 16 Concentric IL (p11) 11 01 0I1) 18 111 w! seismic (0 to 100) 19 Conc boric force (p11) 20 height above III (I1) W4LL ors 3 Wall height (11) 4 k factor (0 to 1) 5 Parapet height (It) 6 Wall thickness (In) 1 Additional wall thickness(in) / -3 7 3 I 4 0 0 i-0 0 0 0 0 0 0 0 0 0 7 ENIi1NEI:kR- NIIR1HWEs.1 6869 Woodlawn'Ave NE Seattlp,Washiuilinn 4011. I:flU RF1F WALL D ItN (version 3,0) 8hpe1 H of 1988 IIRC :1ARTUN(i - 00:S3:01 0t -01 -1990 F'NLS 51.653 - SZ pn 100' WALL DATA heinht - (f1) thirkniss tin) idded thirIrnp!cs (in) K factor parapet ht (ft) 16.33 6.50 0.00 1.00 0.00 MATERIAL DATA rnncrete (psi) rehar (psi) .3000 60000 i.fIAOINC, DATA tcn+attored wind in (psfl 14,3 out (psf,) 15.0 seismic , zone. 3 pros (psfl =,10.3 import f,irt= 1,00 ledger LL(plf1= -100 111 (plf 1= <‘60':_> ecc (in).: 0.0 h LL w/seismic= 0 concentrated load IL(Ihs)= ` 0 0). (lhs1= ` 0 Orr (in)= ' 0,0 % LL w /seismic= 0 strip width (int= 0 concentric load .LL(plf) 0 Di. (plf1= 0 % 11. w /seismic= 0 horiz load plf (+ inward)= 0 dist ahnve flnnrlftl: 0.0 REDAR DATA Vertiral 44 at 16,0 in d= 3,00 Horizontal min in ^2 / ft 0.16 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) . Mu (in -k) NhitMn (in-k1 defl (in) . Allow defl(in) Comments 0.7 7.3 24.54 0.03 1.31 case ilk 2 0,7 . -7.9 24.54 -0.03 1.31 case nk 3 0.7. -10.6 24.54 -0.03 1.31 case nk 4 .; 0.0 . 7.1 24.91 0.03 1.31 . case ok 5 0.8 -0.0 24.91. -0.03 1.31 • case nk 6 11,0 . ' - 10.6 24.77 -0.03 1.31 case ok 7 1.2 -0,5 25.68 -0.00 1.31 case nk 10AU . CA!+E.S 1) .91)1 + 1.3411. inward 21'. : ,911L + 1.3WL outward 31 901 . 1 1.00 4) 1,051)L + .1.2811 + 1.28W1. inward 51 .1.05D1 + 1, 2111.1 + 1.211W1 not ward 6) 1.051)1. + 1.2011 + 1.4E0 7) 1.40). + 1.71.1.. a2 llt k Clef t,s /S"? Yogrg. 0 NIIUE in (A05 11, 21, 41, and 5) the I.I. used is 1/2 of the applied L1 • • ENGINEERS-- NOfTI•IWI:ST INC. '1 ?S.' 0000 WOODLAWN AVE. N.H. • SUITE 200 • SEATTLE, WA 0111111 •12001020.71NN1 • PAX iP (20R) 1111.666 r No. , JON NAM Jr NAM! - -- w N, ,,/4- ? 7 /ive 9 „ 13k/C_ 53 3 ('c• 4 rr• 3 Relief bar sire (4 to 11 6 number 7 d distance fin) ..____ ••• (.0000 2� 4 1 • 3 Inward wind 1 ad fps!) 4 0nluard vind load fps') 1 seismic MIA (1 id 41 6 selnie Impnllanct factor 1 ledger IL fpll) 0 01. 0111 '1 dist how Inside tail (111) 0 1 II u/ Mail( II to 100) 1 t0ilten1rated 11 Ohs) ! 01. IIbi1 1 dist 'rum Inside 'ace (111) 4 1 1.1 v/ 'allele (1 to 100) 3 Conceu11lc II. (p11) 01. (p11) 1 I1. v/ selahlc 11 to 1001 0 cone 110111 lan (p11) 9 height about Ilr (11) JAN[3 DE$1 I)AT,. - -- E E T tv A11 .or 3 pall helphl f 111 ' 4 l lotto 10 to 11 a Ptrapel height f11) /• halo Ihlttness fin) 7 uldth (In) • 0 Additional Judi thlclntssllnt flpandrel thlctnees (In) 10 offset flnl a ontuard 11 tell opening vidtl 1111 12 height (Ill 13 Right opening uldth (111 11 height (11) 15: rf /s=ay � 0 6 0 0 0 0 0 0 0 0 0 11 Y_._... .. . • ENGINEEI(S- NORiHWEST CONCRETE JAMB DESIGN lver.sion 3.01 5heeteWP of WY Wnnd1'wn Ain. UI •• 19HH 1IU1: HARIHNF Seattle,Washingten 98115: 15:31:17 ; 08 -01 -1990 PNI. 53 -101 1011 JAMB DMA height (ft) width (in) thickness (in) add thickness (inl Y, factor parapet. ht .lit). 16,33 ' ' '74,00 6,50 ' MO 1.00• (1,00 SPANDREL DATA:.,thickness(in) offset (in. + outward) 6.50'. 0.00 OPENTN6R . LEFT width lit) height (it) RIGHT width (ft) height (ft) 15.3. 14.0 0.0 0.0 MATFRIAI. DATA concrete (psi) rebar (psi) • 3000 60000 LOADING DATA unfactored wind " in (p$4)_ seismic... zone ledo Pr 11.(p)4)= 'concentrated load ' L111hs1= cnnrentrir.. load I.i(p)4)_ horiz load ,plf (+ inward)= REPAR DATA • Vertical 7 45 d= 4,69 Horizontal min in ^2 / it 0,16 (4 - *-2 4 :L T) MOMENT AND DEFLECTION RESULTS + inward outward Ease Pa (kips) Mu (in -k) PhitMn (in -k) dell (in) AIlnw defl(in) Comments 38.3 77.03 0.27 . 7 .. - 311.3 . 77.03 0.27 3 22.7 77.03. 0.07 4 .: 37.11 . 17.67 0,27 5 -37.8 77.6? -0,27 6 22.7 77.h2 0.07 '1 100 CA;W 1) :: 94 ± 1.3W1 inward 2) .91)1 + 1.3W1' outward.. 3) . :701.' + 1.43F1) 4l 1.05111. + 1.28LL + 1.2DWL inward 5) J.osla + 1.21411 + 1,2HWI. outward 61 .1.051)1 +1.281.1 +1.4E0 7) 1 ;4DI:•+ 1,71.1. (5,0 out (psi) 15,(I 3 press (psi): 39.4 import fact= 1.00 0 DI. (p)41= 0 etc (in1= 0,0 V. 0 DL (lbs)= 0 ecc (in1= 0.0 % (1 DL (p141= 0 X 0 - dist ahove floor(ftl= .0,0 0,0 . , 78.98 0.00 1.31 1.31 • 1.31 1.31 :1.31 1.31 1.31 11 w /sei srai r= 0 LI. w /seismic= 0 w./sei smi c= 0 case ok rase ok case ok. rase ok' case ok case ak case nk N111F in 'rasps 11, 2), 4), and 51 the LL used is 1/2 of the applied I.I, PO No. JvCT, ENGINEERS—NORTHWES'I' INC. 13009 WOODLAWN AVE, N.H. • su1'rr: 2011 • SEATTLE., WA 1)111111 •12ot;111211•71f111t • not # (teR) 111111.11108 • • JON NAMO 1 /,/A/c / /,ve 2_ 3 1'c• 4 ry• 3 Refill bar slat (4 to 11 6 number 7 d distance (1n) 3 Invard uiud lad (psi) 4 Milliard ulnd load 4111 3 seisalc /dna'a to I) stink Irpnrlanc• factor 7 ledger 1 (p11) 0 DL (p11) 1 dist Irow Inside lace 11n) 10 1l 1.t u/ adult 11 to 100) 11 Concentrated 11 Ilhs) 12 DI. fibs) 13 dlst Irak Inside lace (1111 14 2 I.l v/ selarlc 11 to 100) 15 Concentric 11. (p11) It Dl 411) 17 2 11 v/ selsr,It (1 10 100) 10 COO( hot II lace 011) 12 belybt above Iir 1111 ». 341'13 DE51614 3 dill WWI 1111 ' 4 t tutor 10 to 11 3 Parapet height (11) • lash thlclness (In) 7 uldlh 11n) 0 Addl114101 Jaih IhicInessllnl 0pendrel thicken 11111 10 oiled (In) • admit 11 telt opening vidlls 1111 12 height 1111 13 Right openlu0 vl•Ilh 1111 ii height 111) /,s cirri /C-ors 1 1 0 0 0 . 0 0 0 0 0 0 0 o ._.. 13Att - ., Al1EET 1 ?2 _..nr..._ • ... •. rr.� . , , 1•0 . 7 , ENGINEERS- NI)RFHWr;;I 6869 Woodlawn Ave NE Seattle,tfanhingtnn . 911115 308I1 HAIR height (ft) 16.33: SPANDREL DATA thirknetslinl. 6.50 OPENINI;1 LEFT MATERIAL DATA: LOADING DATA unfactored . wind in (psf1= 15.0 out (psi) 15.0 seismic... zone ledger LLIplf1= concentrated load. LL(lhsl= concentric load LI.(p)11= horiz load plf (+ inward)= RERAR DATA . Vertical 2 45 d= 4.h9 Hori?nntal min in02 / ft 0.16 MOMENT AND DEFLECTION RF.'SIJI.TS + inward Case. LOAD CORE'S :1) 2) 31 4) 5) 6) 7) PH (Fops) tip (in-k) 2.2 7.'l. 2.2. '1..6 2.6 .. 7.6 3.5 36.1 -31,.1 29.4 35.7 :. -35.7 2/,5 0,0 .9111. + 1.3W1. inward .9DL + 1.3WL outward :91)1. + 103E0 1.05DL + 1.2811 + 1.28WL inward 1.0501 + 1.28LL + 1.20WL outward 1.05DL + 1.2811 + 1.4E0 1.401. + 1.711 CuNI:RETE: AMP DESIGN (version 3,0) 1988 UBC 15:33:59 08 -01 -1990 po 100 width (in) thickness (in) 24.00 6,50 offset (in. + nutward) 0.00 width' (ft) height (ft) RIGHT • width (ft) height (ft) 14,0 10.0 0.0 0.0 concrete (psi) rebar (psi) 3000 60000 3 press (psf)= 50.3 import fact= 1.00 0 DL (0f1= 0 ecc (in1= 0, Di. (thsl= 0 ecc tin): 0 DI. (p1f)= 0 . 0 dist above floor(ft1= 0,0 outward Phil(n (in -k) deft (in) . 79.74. 0.22 19.74 • -0,22 19.74 0.10. 0(1,15 0.72 .80.75 -0.22 . 00.75 0,10 03,06 0.00 0,0 0.0 % LL w /sei s li r.= % I.L w /seismic= X LI. w /se. i smi c= Allis defl(in) Comments 1.31 1,31 I.31 1.31 1.31 1,31 1.31 Sheet' 1r of HARTUNG - -- ----- PNL 54 add thickness (in) K factor parapet ht (ft) 0.00 1.00 0.00 0 0 n case nk rase ok rase nk case ok case ak case ak case ak NOTE. in case 1), 2), 4), and 5) the LL used is 1/2 of the applied LI. c CONCRETE JAMB DESIGN (version 3,0) Sheet of 1988 UBC HARTUNG 09:42:14 01 -14 -1980 DESIGN OF PNL 40 AND 41 po 100 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 13,00 30.00 6.50 0.00 1.00 0.00 SPANDREL DATA thickness(in) offset (in. + outward) 6.50 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 20.0 7.0 0.0 0.0 ENGINEERS- NORTHWEST 6869 Woodlawn Ave NE � Seattle,Washington 98115 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psi)- 15.0 out (psf)= 15.0 seismic... zone 3 press (psi): 59.3 import fact= 1.00 ledger LL(plf)= 125 DL (plf)= 15 ecc (in).: 3.0 X LL w /seismic= 100 concentrated load LL(lbs)= 15000 DL (lbs)= 28800 ecc (in): 0.0 X LL w /seismic= 0 concentric load LL(plf)= 0 DL (plf): 0, X LL w /seismic= 0 horiz load p11 (+ inward): 0 dist above floor(ft)= 0.0 REBAR DATA Vertical 5 05 d= 4.68 Horizontal min inA2 / ft 0.16 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in-k) Phi$Mn (in -k) dell (in) Allow defl(in) Comments 1 12.7 2.3 124.57 -0.02 1.04 case ok used interaction curve 2 12.7 -51.3 124.57 -0.30 1.04 case ok used interaction curve 3 12,7 -47.6 124.57 -0.26 1.04 case ok used interaction curve 4 19.0 -12.5 133.89 -0.04 1.04 case ok used interaction curve 5 19.0 -68.7 133,89 -0.36 1.04 case ok used interaction curve 6 15.6 -56.5 128.84 -0.28 1.04 case ok used interaction curve 7 31.0 -74.1 131.05 -0.22 1.04 case ok used interaction curve LOAD CASES 1) .9DL + 1.3WL inward 2) .901 + 1.3WL outward 3) .9DL + 1.43ED 4) 1.05DL + 1.281L + 1.28WL inward, 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.05DL + 1.2811 + 1.4E9 7) 1,401 + 1.7LL INTERACTION CURVE DATA .70Po .7 *Pbal .7 *Hbal ,7 *Mn 111.4 24.4 141.8 106.0 NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS - NORTHWEST 6869 Woodlawn Ave NE Seattle,Washington 98115 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor 13.00 30.00 7.25 SPANDREL DATA thickness(in) offset (in. + outward) 6.50 6.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) 20.0 7.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (ps()= 15.0 out (ps()= 15.0 seismic... zone 3 press (psi): 61.4 import fact= 1.00 ledger LL(plf)= 1250 ✓ DL (plf)= ...150 ✓ecc (in): 3.0 concentrated load LL(Ibs): 15000 .01 (lbs) =28800 ecc (in): 0.0 concentric load LL(plf)= 0 DL (plf)= 0 horiz load plf (+ inward): 0 dist above floor(ft)= 0.0 REBAR DATA Vertical 5 " 15 d= 5.43 Horizontal min in^2 / ft 0.17 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) Phi4Mn (in -k) defl (in) 1 13.3 7.6 147.55 -0.00 2 13.3 -44.2 147.55 -0.14 3 . 13.3 -41.5 147.55 -0.11 4 23.4 -5.0 164.18 -0.02 5 23.4 -58,5 164.18 -0.18 6 23.5 -45.2 164.44 -0.11 7 41.6 -58.4 161.45 -0.09 LOAD CASES 1) .901 + 1.3WL inward 2) .901 + 1.3WL outward 3) .9DL + 1.43E0 4) 1.05DL + 1.28LL + 1.28WL 5) 1.0501 + 1.28LL + 1.28WL 6) 1.0501 4 1.2811 + 1.4E8 7) 1.4DL + 1.711 INTERACTION CURVE DATA .74Po .7$Pbal .7$Mbal .7$Mn 124.2 32.5 179.2 125.5 inward outward CONCRETE JAMB DESIGN (version 3.0) 1988 UBC 09:50:11 01 -14 -1980 po 100 NOTE Sheet 3.-7 of HARTUNG DESIGN OF PANEL 44 parapet ht (ft) 0.00 1.00 0.00 '1 LL w /seismic= LL w /seismic= 1 LL w/seismic: height (ft) 0.0 100 0 0 Allow defl(in) Comments 1.04 case ok used interaction curve 1.04 case ok used interaction curve 1.04 case ok used interaction curve 1.04 case ok used interaction curve 1.04 case ok used interaction curve 1.04 case ok used interaction curve 1.04 case ok used interaction curve in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL c ENGINEERS- NORTHWEST 6869 Woodlawn Ave NE Seattle,Washington 98115 'JAMB DATA height (ft) width (in) 13.00 30.00 6.50 SPANDREL DATA thickness(in) offset (in. + outward) 6.50 6.00 OPENINGS LEFT width (ft) height (ft) 20.0 7.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored . wind seismic... ledger concentrated load LL(lbs): 15000 concentric load LL(plf)= 0 horiz load plf (+ inward)= 0 REBAR DATA Vertical 5 OS d= 4.68 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Mu (in-k) 1 2 3 4 5 6 7 13.3 13.3 13,3 23.3 23.3 23.5 41.5 in (psf)= 15.0 zone 3 LL(plf)= 1250 9.7 -43,3 -39.7 -2.7 -59.4 -46.7 -58.3 LOAD CASES 1) .9DL + 1.3111. inward 2) .9DL + 1.3WL outward 3) .9DL + 1.43E0 4) 1.05DL + 1.2BLL + 1.28WL inward 5) 1.05DL + 1.2BLL + 1.28WL outward 6) 1.05DL + 1.28LL + 1.4E0 7) 1.4DL + 1.7LL INTERACTION CURVE DATA .7 #Po .7 #Pbal .7 #Mbal .7 #Mn 111.4 24.4 141.8 106,0 CONCRETE JAMB DESIGN (version 3.0) 1988 UBC 09:59:23 01 -14 -1980 p� 100 thickness (in) out (psf)= 15.0 press (psf)= 59.3 DL (plf)= 150 DL (lbs): 28800. DL (plt)= 0 dist above Horizontal min outward Phi #Mn (in-k) 125.46 125.46 125.46 140,21 140.21 140.44 113.93 import fact= 1,00 ecc (in): 3.0 ecc (in): 0,0 floor(ft): 0.0 in 4 2 / ft 0.16 Y. LL LL LL dell (in) Allow defl(in) 0,01 -0.22 -0.18 - 0.02 -0.27 -0.18 -0.13 NOTE 1.04 1.04 1.04 1.04 1.04 1.04 1.04 Sheet � of HARTUNG DESIGN OF PANEL parapet ht (ft) 0.00 1.00 0,00 add thickness (in) K factor RIGHT width (ft) height (ft) 0.0 0.0 w /seismic= w /seismic= w /seismic= 100 0 0 Comments in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL case ok used interaction curve case ok used interaction curve case ok used interaction curve case ok used interaction curve case ok used interaction curve case ok used interaction curve case ok used interaction curve `�'' s f 1 a o •:. . Effective length In 11 KL with respect to radius of gyration Effective length In ft Kt with respect to radius of gyration %v m Thickness 3minal Size Allowable concentric toads in kips + W p Nr 1 �� 1 r � I OkiftWN 84001N01 U ilttN 0 ,101.401 u1/.WN-+ 04001.4010 (� N 1 � I 1i N p Oi tAN OtOG11 V0N / u N ,TUN OI 461 ill 1.WN -+ i 1 4.40 321 3.78 0.350 47.0 t ii ii4 1 "iWWODl V-IVAVO Niltag 12110:&&-! i WW2 2 WV OiiOi ODON J► ilhiMV V 21E 1 [76.33 10 x 10 ��ppp NN p� �1 d1 N �I tN� �Ni NV 1p�pl 1i�pl t L1 4 �.ql t0�1 V ftO� S S g 41WU101i of IM, 40w4/(J101 Oo0I1Vil gigg tillA40 ra O . O f. 3 -. w + b , V a tt a 69.48 Vie .+ C SERF:', V O ..,11 4�pp rN�I �I �.I+ 4{�� pp�� pp t�pp EMIR r ♦ 1��I4 1u�I, �QIj 1 r 1�I 44��I �p.I � N��ODV u1�V►�OV u,N40U1N �u, -+04 VNVp0101 [62.46 V10 O }},,�� N N it..- O li O-O O ii iW. JN.RiV NIDOV/1O 111,1§ .4NIEI N -+IO V W i iiii ss.vNW sisvit Nut -iN1 .4151'Y. NNP111 ligggn tONVNOVI OVWOOi Mari YIY19 11E11 1 111 §111 C6 40.35 l Vi. :.! i tai . NN ni IV AA 4.5.1 Hlg J67.62I O 1 ,p 01 N IA 1 9 x 9 O � LI li O�i i+i J J p ..Y� J N ( ( ( ( � ( (� V iiiiiiW Eg Z? WAV101 1 1 i Al.W §A 1M5 1 61.83 1 ? .4 i gig d,40V►dIR glYEVW ,1,11rui. il EE1 ninN A w.4 A 55.66 ( 42.79 Fl i 'iiii vairs . thei01 7,1§Pri .1B191 NIRNI ri,NVII 1 iii ii as senaz,,i rsi5iitgA wt>,r. li'll PilliNg P 36.10 3S. V c 1 ti a q V s f . •:. . Effective length In 11 KL with respect to radius of gyration + W p Nr 1 �� 1 r � I OkiftWN 84001N01 U ilttN 0 ,101.401 u1/.WN-+ 04001.4010 OD i iig t ii ii4 1 "iWWODl V-IVAVO Niltag 12110:&&-! i O .+ N • p FJ � ti - a' ��ppp NN p� �1 d1 N �I tN� �Ni NV 1p�pl 1i�pl t L1 4 �.ql t0�1 V ftO� S S g 41WU101i of IM, 40w4/(J101 Oo0I1Vil gigg tillA40 ra O . O f. 3 -. w + b , V a tt a M t VI to W .V s s I R Y j ?.91111 C w Ei g l 1 16 1 r V '�l ul .+ C SERF:', V O ..,11 4�pp rN�I �I �.I+ 4{�� pp�� pp t�pp EMIR r ♦ 1��I4 1u�I, �QIj 1 r 1�I 44��I �p.I � N��ODV u1�V►�OV u,N40U1N �u, -+04 VNVp0101 O }},,�� N N it..- 4�, pp�� ��/1 qqpp tIpp Co r1.�I NN W�1 uN� p1 p� �p gnu NNNN NN fN.I tn�I 40u,4INN (1,NOA t &{I,Ns vas�V NVNVN 010 ng O V i i!tt ss.vNW sisvit Nut -iN1 .4151'Y. NNP111 ligggn is O ++ 01 71 NgO seems .1 44pp pp_ �1�II + �1 pp 1 N �1�II ++ {N� NNyy 1�I 1�p�p�p lAeems 0/1.N0ii OinOIV 41:1 011WNI Unit Iv i boa pQ�. in + N p1 y �p p �I W + O► pp �p N 1 r.I 1 1��y Na &aMil8 4M2Nri i:13/S84 V1w4JA WOOINE~0 �iVVi . O 1 ,p 01 N IA vases yy yy pp �p p _ yu 4, y4 �4, p� V �p �p �p vases 1114 1° 40011. Ltt010 {I MEIR gliiiI IN► i+i ISIAOtW y+11VV RINTSY1 Oulsms ul(oWV - + seaman • 1 f 1 1 !0 111 f :CJOV I' 62 My; ft kip 0.00 M y ft kip, 0.00 Vx if • 62 t» 1 n f_) V:, r t, 0 1 Y) 0 • Vy z f • 0 V P t 0 �. in 0 • 6) My 6) 2 LEVEL 'NC) GRND 120 • 120 40. 2.1. 6) • 0 („) 0 c;) 0 „ '�v • •�...•N `�' s' g • Effective length In 11 KL with respect to radius o1 gyration F,' J II If VMUG'G Gal YUMY11W \Y1411 Allowable concentric loads in kips m N N N N pp own RISIM tITtli N OmOOViA lnJ►WN -� Ot OI 0 22.40 321 .3.78 0.350 47.0 a J t 11 76.33 I 59.32 1 10x10 8x8 r vyYw G U Y1r &UI QI WWI 19 J Allowable concentric loads in kips 1 69.48 Xt t i ;9; igt41V PiligNIEE'l fNgVi OAAIA ea.C.41.4 1 1 62.46 1 47.90 $ ! i I: �x i.ti 5. OMEN 1111till 1 1N1EE E 2 li I's' is' i s aostecy, Van', Mira tiVIE- iPIIIS I 140.35 1 1 35t i V IV i N i l /!• a T a q OVI ?.18$g":4 am ti n V N V F1 Ql O m s a aVI s t V O W O/ l l 67 1 esvne sz.ovet Na VCD SN� NN1 OD1 EFl) 9x9 O J art c i N� p�,l 1U�Vj pNNp.� NNyy a W �. t� appa pp A 1 iiiiiiiiW SllZ4 WI► 1V E aav° 1-26 61.83 1 t Li }sue tJ :) �j 475 0461V d214 WOW ,111: -, VEENE Orrin i A 1 55.66 1 42.79 I 1 % tia *Vil'Yi', r5.hgitlV Man' riBMI NI / §/ of v h g id8 22.42 asigia3 AMISS iiiii.PLIV ii51BN HUM Pi 1 36.10 1 fit I A Cm ?) 1 Cm! ) r(i.) 5 } Bend er facto r afO' •:. . Effective length In I1 KL with respect to radius of gyration F,' J I Nominal Size t� NN N NN NN Sigil fd SISS3N91 bi'I JNN piaatV01 a>t,,WN -+ OfoODVato 1 1 V V �w i t,� ap tji ;.g. ++ to N t1� V Np pN� tv y � t� y � �t +p :A VIA tvOwVui 48121 +A1- V:41§ NP1Jin Inli V VIA { 46 ksi I 59.32 8x8 r vyYw G U Y1r &UI QI WWI 19 J Allowable concentric loads in kips ia t ggi eigidi Ciii1in PEE:411V VENN YA1A &A 154.17148.85 yt 1 1/2 O ��} Pn°fP.Biioii 41414mOI Ig Y 9.111 C1111 EEEn4 O .+ V 1D O 0/0 121)111"0111 1 37.60131.84 1 25.82 1 rb'G 3Y O t� In N A I 9 t� O� v qp tp 84211.1W + t� pp�� pp�� ppoo ppoo p N N p p NN r(�� + {per loan=s -+..&mns Asg V NVNVN O/ONlNO! IV i N i l /!• a T a q OVI ?.18$g":4 am ti n V N V F1 Ql O m s a aVI s t V O W O/ l El, i � U V 6' l0 � esvne sz.ovet Na VCD SN� NN1 OD1 EFl) 146.51 142.05 1 [ vie 1 'k 1 7x7 .,, - NOIS an p� tp 1_ WW_ aann 1p1p�� ♦+ �NNNl vNNV� �a,� O e O O V Is O fNOO SNse O Vrdri IWN P.M11, , O t� Op�� N 5 OV aann pp�� ��/1 ��pp pp 1!��,, l,,l, aann pp�l ..//.1 Q�pp a�ppNpNp pppp *tgn0 ams'sg I.WNSt, Qm4as iglIZ, OD VIVEri 32.59127.591 1 % 1 34t S 4 J i. i V I ' a.� + an an p� Qo pp tp app N N a.� a.� a.� ngttO V .M (11 N0p'•r g OFA8NO tn/OSV+I (n 6t Nan US 22.42 '/. •� : f0 • V :, 1 f 62 e i. rl • 0 • V :% . 1r t 0 . • iri 0 Vy 1f •0 e i. rl 0 Vy1 f l e 1.n 0 t..E,VEL. R:CJ0F . 2ND I h::Nla P 62 120 1. '20 M% ft kip 0.00 10.:c'1 10. 21 0. 9 . l 6 w/ 0 0 0 0 ;JG . 41667 • Ny 0. 0. DESCRIPTION DESIGN CODE =========================================================================- STORY u0L AISL: DESIGN 13. (. t AXIAL DUCKLING LATERAL TORSIONAL BUCKLING AXIS L}3 BRACED BRACED LENGTHS (LIST) X 13.00 Ft 1.000 Y Y J2.00 Ft 1.000 Y ==================================================== =========================== YIELD MODULUS MAX RATIOS EASE PLATE • FY' E STRESS DER.. FY F AREA . 1( /In ^2 K /In K /In / 46.00 29000.00 1 DEAD ELEM CODE NO COMB DIR END 1 1 '• X NE PE . CODE COMDINATIONS': COMO 1 : 1.00 X DEAD (FROM USER LCOMEI I) Y NE PE DESIGN METHOD MODE DESIGN DATA 1.000 L/360.00 • 0 . 00 • 0.00 0.00 0.00 0;00 0.00. 0 • 00 0.00: CV,3 SPAN LENGTH 13 Ft L 0 A 1) INFORMATIO N LOAD LOAD AXIAL END MOMENTS COMB CASE LOAD AXIS NE MOMENT PE MOMENT Ft-K -120.00 X 0.00 0.00 Ft-K 0.00 0.00 DESIG N FORCES SIGN CONVENTION : BEAM DESIGNERS AXIAL SHEAR MOMENT MAX NOM DIST ================================================================================ •K • • K -Ft .K 7.Ft ' Ft A ISC - DETAIL OUTPUT CODE STRESS IBOVN REF SHAPE COMB fa fbN fby RATIO CRIT K /In K /In " I( /In ."2 1 TS7x7x.25 1 -18.21 0.00 0.00 0.84 REF Fa Fbx Cb Cmx Fby Oa Os Dx Dy K /In "2 K /In "2 K /In "s2 In in 1 21.72, 20.26,1.00 1.00 20.26 1.00 1.00 1.00 0.000 0.000 ENGINEERS NORTHWEST INC. 6869 W000LAWN AVE. N.E. SEATTLE WA 98115 ir Project Name : TYPICAL FOOTING DESIGN Run description: COL 9X9 CONCRETE F'c (KS!).. 2.50 STEEL Fy (KSI)..60.00 ALLOWABLE SOIL PRESSURE (KSF).. 2.5 ULTIMATE FACTOR 1.6 MIN REBAR SPACING (IN).. 8.0 P0001 SPREAD FOOTING DESIGN Version 1.0 1987 P0001 tt FOOTING SCHEDULE tt FOOTING ALL. LOAD DEPTH REINF. -X- REINF. -Y- MARK ( > < F 3.0 F 3.5 F 4.0 F 4.5 'F 5.0 F 5.5 F 6.0 F 6.5 F 7.0. F 7.5 F 8.0 F 8.5 F 9.0 F 9.5 F10.0 F10.5 F11.0 F11.5 F12.0 F12.5 F13.0 F13.5 114.0 F14.5 F15.0 F15.5 F16.0 F16.5 F17.0 F17.5 F18.0 (kips) (in) >( 21.3 11.0 28.9 11.0 37.8 11.0 47.8 11.0 58.7 12.0 70.7 13.0 83.3 15.0 97.2 16.0 112.1 17.0 128.0 18.0 144.8 19.0 162.6 20.0 181.2 • 21.0 200.8 22.0 221.3 23.0 242.6 24.0 264.7 25.0 287.6 26.0 311.4 27.0 335.9 28.0 361.2 29.0 387.3 30.0 414.0 31.0 441.5 32.0 469.7 33.0 498.5 34.0 528.0 35.0 558.1 36.0 588.8 37.0 620.2 30.0 652.0 39.0 (in "2)' (in "2) ) ( ) ( > 0.71 0.71 0.83 0.95 1.07 1.30 1.54 1.94 2.25 2.57 2.92 3.28 3.67 4.08 4.51 4.97 5.44 5.94 6.46 7.00 7.56 6.14 8.75 9.37 10.02 10.69 11.38 12.10 12.83 13.59 14.36 15.16 DIST. FROM BOT OF FOOTING TO C6 OF REBAR..(IN).. 4.25 COLUMN DIMENSION -X AXIS- (IN).. 9.0 COLUMN DIMENSION -Y AXIS- (IN).. 9.0 MIN REBAR SIZE (1).. 4 MAX REBAR SIZE (1)..18 0.83 0.95 1.07 1.30 1.54 1.94 2.25 2.57 2.92 3.28 3.67 4.08 4.51 4.97 5.44 5.94 6.46 7.00 7.56 8.14 8.75 9.37 10.02 10.69 11.38 12.10 12.83 13.59 14.36 15.16 REINF. -X- RE1NF. -Y- ( ) ( 21 6 21 21 6 21 51 4 51 61 4 61 31 6 31 41 6 41 .51 6 51 60 6 61 61 6 61 71 6 ' 71 .816 81 91 6 91 101 6 101 111 6 111 121 6 ' 121 131 6 131 141 6 141 151 6 151 161 6 161 101 6 I81 111 8 111 121 8 121 121 8 121 131 8 131 141 8 141 151 8 151 161 8 161 171 8 171 181 8 181 191 8 191 201 8 201 • F7 SHEET No -1- 01-01-1980 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No JOB NAME DATE f SUBJECT e:ex/fAve / �1.' /'s P2 t 77t"7$ SHEET I OF c- 4'r''D U ', v J w,0t ( . [- wt : . (/, - a Kc 0( 3v. s pc fr/EZ ,L (24. s MMz.E . ( /,5- 1%0(2f 533) / uu u OI S k‘11) ( 21. 5 r 3 ) Lz R'cvr. (u az5 ksI)(zq.stS re. 4.)( ) cJ /■Jrc /,o3 v./8 0. 30 3. o7G 7. KCf o: / t3� k c. F J t 5 6 kL r ✓ 0349 AL" ✓ v. _ K_.F � a 3 5 kLr, eve IG 0. t 5 1„...r - 4c (f2 . 5.95 /a t; �• S7ts kvF z.s K ar th • /!vvvr Pr< . ,q! v ": 4:e1) c / 5 kJ /4. L kL, F BY ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522.6698 Joe No SUBJECT JOB NAME • T. N 1 N T� DATE SHEET OF BY v kr o-, r 119 1.97 0 ..0C 21 97 st WALL OVERTURNING - _-- ._......— Ge::un'iet r . Y ...— .-- --- .. -... - - L1 t: f l; L2 . f'1;) 23. 75 c :ft = w7 Lenghh ft=. 6rte 1 :5 ft 41JI' -:Y .c: f f;) W '11 isk) 11B. 992 P1 (kip :) F'2 i:M::ip t:, P'2 ( k i p :► c., Y) a.: t Nc'men f 1: 1.112 Out p ut 7.7 MOM: S 1=': �ti 1.9.7 W 1 ( t:: S t) 3 'JL3 W: ( f) C, NC,i�. L4 )(1..1 = 21 . 97 "rot .4t1 wt 147» 25 Mo:::i,, rts:iis= 19u.4.1u7 • .1.9Q..I•1n7 t;c4 wt /ft':..., c::,...;;m' ",-17`5 wGu wt k:iti 2t7. Ed:4:5 r 'Sl.!Y ' 1 ':n 7 5515,519 7.. 551 519 •1 . . . . . . . . . . . • • . - . . . . . . I .13R I D 5 WALLS • . .. ' '' . . , ' . - . . . . . . . . • . SHEAR =.145. ;El REF.. 'THICKNESS F. .. ' 7.25 • . WL . THICK W I D"TH. .. HE I01-IT .F-i/14 TY. PF - . - 7;Csheal- :).. sh■14 • , Vii . - ' Mu . i . . 7. 2' . 20.5C) ;30.501 1.49 1:: 0..567 . O. 1905 27.72 ,'":)8.01 1.183.81 7.25' 17.75' - 30.50 1..72 C. O. 3•FK:i . O. 1321:". 19 „' 21 . 26 „ 9() 82C). 42 7. :?",i • :47.7.'5 ',.10.50 1.72. r:: O. '393 0 .. 13?1 19. :2i' . 26..90 - - . :25 . 20:75 ._ 3 : ,, 5: , .:.2:1 L. .0.811.. 0.2727 . '39 .55.54 1694.10 23 .. 30'. 50 '•1.2.8 .)::: :- 0. 011• O. 2727 : 39...67 55.54.169 io . • :2.9757 1 145.3 ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No SusJECT Joe NAME AUOW4?4E 50/'- 73 RV; ' k sr 651 = 3.32 5 Aks f p.d4f355 Let 1! o aa'T P74. G'x/D lf KLF M: , ¢.65x(1,705$ .12. 5 (, 5ftir9 = 3 3z 5 1 F (,.q) 45S dt ///1 =5" 5.4s" t I2" 6.7925 (It) a.q(2.5)(liXd•45J pe. 2.,5 kS� `Aq 77/34 v o ys 5 ss P o lsrs•s a:4-) : O o0/89 f3 DATE j� SHEET �" OF BY 4.797,5 k- ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 "Joe No SUBJECT JOB NAME DATE �J SHEET K! OF BY ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 C 1 ( Joe No. Joe NAME DATE SUBJECT, SHEET 0 OF BY PNL Wt a(l) 2- cam d c2 t 4X to (P - (12) ''d, 10-'rcf 6WID ] ( Isi (/ 5 (zq d) zo3q. u C 0 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N, E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Jos No JOB NAME DATE � SUBJECT SHEET / 4 iq OF Y ,S;LZ 3 ENGINEERS NORTHWEST INC. PS. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560- FAX # (206) 522-6698 Jos No, JOB NAME DATE SUOJECT SHEET el OF BY I $: 1 I 1 • --brI4f s 11.7" 4 4,3k. s I SI --If 1 4 160 4/ 1 25 7 - 51 < io use. 2 1,u■Lic.. -erc ...- .-......) • , 0. . & .j.;; {r. r' +�,'� t" `�; ks,. ,14:.....4, .,‘< ''.,.. .. .. WALL OVERTURNING BeoNetry L1 (ft) ' 0 ^- - -Dist = --="P3 L2 (tt) 25 P1 P2 3 (ft)= 0 Length ft= 25 (ft) 3 Area sq ft 75 f. fin): 11 BURY (ft) =. 1 _. Loads Wall (k) 57 - - 1 - - - R1 fki0= 0 P2 (kip): 0 11- ^---= L2---7^ -13 -" P3 (kip) = 0 Dist ff0= W1A -- L4 -" "112 ' : Mosent 1 k= 503.16:. Output Mom acts left -=- - -- right - -- FS.`: 1.86 . 1.86 WI (ksf)= 2.88 W2 (ksf)= 0,00 0.00. ' 'L4 . (ft) 17.32 17.32 Total ut = 74.81 Mom resis=935.15625 935.15625 • Ftg wt /ft 0.2375 Ftg It kip 17.8125 resul.loc 6.725614 6:725614 'k�tii' ,.,trr•.,'•;•. i..,.t,)dq..+ sr,'.t r ,. HALL OVERTURNING Geometry L1 (ft)= 0 L2 `(ft)= 30 (ft)= 0 Length ft 30 (ft) =. 2 Area sq ft 60 (in)= I1. BURY .(ft) 1 Loads Wall (k)= ' 64 P1 (kip)= 0 P2 (kip)2 0 P3..(kip)= 0 Dist (ft) Moment !k= 512.56 Output Nom 'acts left - F. q. = 2.29 111 (ksf)= 3,09 W2 (kef)= 0.00 L4 (ft); 25.35 Total ut = 78.25 Mom rests= , 1173.75 • 1173.75 Ftg ut /ft= 0.2375 Ftg ut kip 14.25 resul•loc 6.5502875 6.5502875 ENGINEERS- NORTHWEST INC. P.S. 6869 W00DLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115.- (206)525 -7560 - FAX #E (206) 522 -6698 Joe No. Joe NAME SUBJECT Woo Li- : Foor ail PC- Tote 7W 1- FAZ e6A w '(I S;/'- &J � Ii 233 Zsv per' 3�r DATE SHEET r � OF BY ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 9811 - (206)525 -7560 - FAX # (206) 522 -6698 C Joe No SUBJECT Ill TALL /.LOM a elRS$ JOB NAME DATE SHEET O OF BY I i L �:._U__1.1� 1 1354F 2 ,4 K4F K P4 e) L0 ___ r. c'91L- 2 VI 6 } r•tio cold t oe�v OIL To we K A .PNL•�rxi 2 pi 14 ' r7 r I Pa/ • . , I i ,.t - . --�'�) - ---- -/ m?% 4 ,? i fok _1 .. , r5�, i 1 ► , Fri 91.5$ "i I , „. 0 .5" , 't ...1...1.....iii .1 . rilt_El p3�F 1 t 77 t 4 50 ok- 2'w1AE I rr6 f . . tr,V4 ,.‘,..- .i , .'::t.ir. , ..:.:..i.o.tr , ;t;..74..".. , , , itt'il.:-!'):',1: , "?'..1iri:N' 3 ?.? ., : , , , !!'t'it . ?. 1 7.7 , . , . . . . . . . . . : • UAL! - OVERTURNING Geometry' ' Ll :ft) : 2 L2.. MI= 326 (ft): 2 Length It= At:(It): 2 Area sq ft 11 BURY (It): Loads ' Wall .06= 1040.5 P1 (kip): . 0 P2 (kip)= 0 P3 (kip): ' 0 ITist Moment 'k= • 3487.4 Output Nos acts left - = 56.65 Wi 0(50= 1.91 • W2 Cks0= - 1.72 14 (ft): 330.00 Total wt = 1197.25 No resis=197546.25 tus --right--- 56.65 1.91 1.72 330.00 197546.25 • Ftg vtift= 0.2375 Ftg wt kip 156.75 resul loc 2.9128419 2.9128419 ^----Dist----AP3 P1 • P2 330 r 660 1 1 1 •1 1 1 1 . - 1 0 W1A---L4'.,-AW2 WALL OVERTURNING Geoietry L1 (ft)= 2 L2 (ft): (ft)= i (ft) 4 (in) Loads Wall (k)= 238.4 P1 (kip): 0 P2 (kip): 0 P3 (kip): 0 Dist Mount 'k= . 1294 Output Mom acts left-- - .F.S. = 0,30 W1 (ksf)= 2.40 W2 (ksf)= 1.13 .. L4 (ft) 78.00 Total ut = 275,45 Nos resis= 10742,55 Ftg ut /ft= 0.2375 Ftg ut • resul loc'4,6977673 74 2 Length ft 2 Area 'sq ft 11 BURY (ft): 'PN LS 78 156 1 (ft) --right--- 8.30 2.40 1.13 78.00 10742.55 kip 37.05 4,6977673 hia 7- "---- Dlst- - - - "P3 P1 P2 I I _ -- - ---- - - - - - - - - -- ^- L1- ^--- .- L2---- " -L3-^ W1"- L4 - - - ^W2 Flo ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 SEATTLE, WA 98115 (206)525 4560 - FAX # (206) 522 -6698 J! JOB No; SUBJECT JOB NAME DATE SHEET r tt r OF BY c f . • ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (2061525 -7560 - FAX # (206) 522 -6698 Joe No. JOB NAME DATE SUBJECT SHEET 'Of OF BY 1 F . G -- J J • L1 (ft)= 12 .(ft) L3 (ft)= C .7,': 1 ) (ft) (in): WALL OVERTURNING Geometry Loads Wall (k1= 186 Pt (kip): 0 P2 (kip)= ' 0 P3 (kip)= O Dist Moment.tk: 1422.36 . Output Nom acts left- - F. 8,. = 3,90 W1 '(ksf)= . 2.62 W2 , (ksf) =. 0.34 L4 (ft)= 50.00 Total lit = ' 221.63 Nom resis= 5540.625 Ftg wt /ft= 0.2375 Ft resul loc 6.417868 0 50 OLength ft= 50 3 Area sq ft 150 11 BURY (ft)= 1 (ft) -- right - -- 3.90 2.62 0,34 50.00 5540.625 wt kip 35,625 6,417868 . ^ - - -- Dist- - - - "P3 P1 • . P2 F19 Joe No. JOB NAME DATE SUBJECT SHEET f2-4 OF BY ENGINEERS-NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 %.1 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (208) 5224698 Joe No JOB NAME DATE SHEET ___OF SUBJECT ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NO.._ JOB NAME DATE �j � SUBJECT SHEET fZ` - OF BY fov7 /il4 G aroD 7E-00F Z ; Z/ k i€1-)S Is `c pC. T-A4 14 /4 - 1/ 7 ;'' • f +Gf< " r B/ zs `3l7.Cv /1 4 46- qs e4 {? • 5 x q;17' .ter use sxl.s" c. ENGINEERS-NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 Joe No, JOB NAME DATE SUBJECT SHEET f 2:5 OF BY 6r/D e7A.avIii..4 44 ' 04 ZStid(2.19(1 $ •-■~6. .P /(..efLAg 7 lip4r & /6' Z rrf re-7051 ' 25 (Z1.5201 '5°1 p4.f e/6' 4 /2 •S'"94/ e 6 e675,0 56 . 3 6, 3 rid W 13. • I • Z14 411 5 S i T z /5. 5 = 7 fl 3.S = 2, L. 3 Le C/.)e 9 4= /Di( I I- .14x.e4 roaspz z a.7'sr A Ass‘ric f-•)c-7 AvCifeK. *So " • • ' • ' OVEF1"1.1RNIklei L:1 (". ft; ) = - 1. 5 • ' L2 C. f ) • 4 t ) = 1. 5 L.ertgt11 t; = 7 f Are'i...k 4.3(1 ft 21 Ir. ( ri 11 Cft):= Wall • rt. P2 p ) =• 13.. 5 . • 0. Dist •(ft)= 0 I Cirri (»tit I = Out t . F.FA. 115.'51 W f ) 0 . 14 W2 s f ) . •2.; 27 • • L4 ft ) =, 7. 00 Tot wt = 25.. 29 rsi s:=115. 50625 61,.. 50625 Ftg'wt./.ft 0 . 2:375 • FLri wt lip . • 4 .-!9075' t..t 1' '11 , "1 02 t3176 • .,••• • • .1..4072664 61 ., , • . 2'.' 35 06 7.. 00. • • 1. . •• • wi L4 -•••• • • . ..„ • . C ENGINEERS -- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No JOB NAME DATE er SUBJECT SHEET OF p o77,V 5 6W/D . //v& zi 5433 rec.2of D< /s�,F( Id I �F GJ /0 a2. S _ 3772 I ' yeuoF LL : ZS F( Zit -5D3) 307 4f c, /o i t O'► z.s i = (oZ91 pp,V et. 4. G (p 7 oft- p • c V = s 7:;,/4 : :. /,511 FL F L /D / a Z1 // p.F'€ Gb2'7' M gt ic1O .`1r3 8S 4 t3o5" 4 /7'L' Aleut- 4/1" /6, f• goo es F .rgy `./ /8 pi ok Ls` F"3•ox (o. co lc '9x7 3 #5 L V-/ *S Skt/ 1vl1-4. k BY ar..4/ /fy . . co/vs/be-AP crt /c�/. _ �, ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (208) 522.8898 IC OB No. JOB NAME DATE SUBJECT SHEET Li OF BY �'r..i�'✓�.�!lr. _rte..:' ?I_.r' trio L 4 (.091)(2 )] x,14 1/ Cj5q .3 `, 016 14- Q 6 C1c0) Zvi S)� 614) to del . (4 ;02) 614, = (,5 /rr t2.3' r(2- 6 e)1 614) TA D,lI k /Kr ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 ' ;..)B No SUBJECT 4 3f7 c 1 2ro JOB NAME s cI4 w. 33,51' 112.0t. I15:5' t11� i • / 1 11 i5lo3 P,u.7 r 1 rr Ilo' 151 ;365 , x esll ~,rl DATE SHEET 1 " 2 % , OF BY No ' 111 0 4!-/ zst-i ).4 ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 JOB NAME DATE SUBJECT SHEET 47 OF BY es ENGINEERS-- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525.7560 - FAX # (206) 522 -6698 Ar 6oB No. JOB NAME DATE SUBJECT SHEET L 7 OF No7e77/ - srxir�r 7„ �e: c >idn� /4611, M628 LL° to z 0( /ZS ,4(159.33' 4 979 pa: ram.: 990 b, 5 99 (:•(v,5 02. /37 .5) HOW? bL % 5 .9.0/55 �:6 2 3 Jo per 1.4_ 136 pe.f 2o. ,s83' A xeiE �G E= 7%4- '14/41.4. w /6//r: 7 1/ ' /S'Z7pc) (7. s (0.5' Z wA' i- 1 50224 0. 73./S = 25 r /36 7=6" 51722 i 5 pe t / 0.33 BY 3v2 /i0l7 903 pLr /s�.33 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (208) 522.8898 C s No SUBJECT .JOB NAME DATE SHEET I OF BY 4457 isr vir iiricr'/ MEZZ A.4. w/1 LL w /a4/7 : X1 /5UPc: (7 5 # G, s) + , 061 (Iv) ( )id % oco 2.01 k /pr._.= 20l ► - /�,= /50 = F (y1 ) _ /4/ 5 P`F CO. 25J6Z sp0 (5 3 s) a978 pL.F ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (208) 522 -6898 JB No JOB NAME DATE SUBJECT SHEET L6 OF BY 22.3 - , 4 V1 -4 f 1 50.15 /315 • 4 . 56.15 .425. 234,18 4�4_,AZ5 X_Zf ZS Ar- r f01 . 320 _ ; X = 2(0.2 ►44 c , 2 X 55 )( A i .1 ' , � x B08 ^lo' M,33' Y • Z3 D E S I G N D A T A DESCRIPTION DESIGN CODE DESIGN METHOD MODE SPAN LENGTH BM/ AISC ASD DESIGN 19.00 Ft AXIAL BUCKLING LATE:RAL TORSIONAL BUCKLING AXIS LB K BRACED BRACED LENGTHS (LIST) X ' 19.00 Ft 1.000 Y FULLY BRACED Ft Y 0°00 Ft 1"000 Y ' ` �� � YIELD.' MODULJJS MA# RATIOS ' ` BASE PLATE � : FY E STRESS- DEFL FY F'C AREA _______~�~---~�~~--~-------~-~------~~------~--~--~~~~r-~-~~--~--~-~-~-=�~-�-�=- K /In^2 K /In ^2 K /in ^2 K /In '' In^2 36;00 29000.60 10000 L/260'.00 =============p,===== LOAD INFORMATION LOAD . LOAD AXIAL END MOMENTS COMB CASE LOAD AXIS NE MOMENT PE MOMENT --~------,- �- ' -� . =�-r---�--=--,-�---�- 1 Ft-1 Ft ~ 1 WIND/EARTHQUAKE -60.00 X ' 0"00 0°00 Y 0.00 0"00 ================:===:=============================_==,======='====,==:=========== • LOAD INFORMATION D . LOAD ( CASE • . TYpE • DIST P% • PY 1 DEAD. =====�====�====��=�===============:==,============ �� �==========� =� ======�====== D E S I G N F O R C E S ELEM CODE ' SIGN CONVENTION : BEAM DESIGNERS NO COMB DIR END AXIAL SHEAR MOMENT MAX MOM DIST ================================================================================ 1 1 X NE PE E.COMBINATzONG� MX Ft k /Ft � �� 'N /F.t N' t fFt UNIF B 0.00 0.000 800 0°000 19,00 0.000 _2.800 0°000 0 0.00 0.00 • K -Ft 0"00 0.00 E Y N ` � 26.60 ' 0,00 PE ' � -26.60 0°00 NE -60°00 ' ' 0°00 0"00 PE ` � ' 0,00 . �0.d0 Y NE ' 266�0 0()0 ~ ° PE -26.60 ` 0.00^ K -Ft Ft 126.35 9. .0 126"3 t5 '9.50'� ::C '1 1 : 1. DC) X DEAD .t: FROM USER LC:OMD 1:) IE 2 1.0t.) X I:)EAD + 1 00 X WIND/EARTH D E Si I 1j N . • F O R C E S (FROM R:f.JM USER LCOM}3 :I.7 'A I }M; .; D F . T A T L O U T F. U -1, :,. �•(�� M I 0 Nt, 0 2.2 17 .313 —13 Wc.) S 131 I CONVENT 1' I ON BEAM DES I GNERS NO C:OMH I) I R END AXIAL_ SHEAR MOMENT MAX NON D r ST C:UDE. STRESS GLIVN REP SHAPE COMB fa fby. RATIO )::h:I'r I•'::/ Cr, . 2 K /Ir 2 F %Its ''• C) „ 00 0 , 00 0.9E3 . 1.6• --1 a. 0J l:3; 1.6-1a 0 . 5 6 • t..8-2 =SC: T =tom, =.. ,: :CF— ,:: =L.::-L:.w••�. »^== C::.:«t: = L:::.:=:.'.•� - L:t,:«^.:_- «.",::: «,",._:: C »:1:. =k:=r•t::,",t.".:::«:'7.:w: ::::..::::::» »::.M•:..' _ ':::=:«.::::.7':=:".: «:._= REF Fa Fb:' Lb Cr,,', : F "hy Cmy Oa Os D'' Dy K /In .A.2 K /Iri ^2 F ;,. /I ,,ti:•, In In 26.42 .I: f . l:0 t,) 1.00 1 . t,7 (,'i :36. 00 , 1. t,i t,) 1 . ( «) t «) 1.00 t „) „ t,) t,) t,) O. C)t,) t „) ::. 26.75 28. SO 1; „ t:)t.) J 00 ;;6,. t;)%) 1 t.)C) 1 « t:)(::) 1 . c;;)t:) t::)„ Ot;;)O 0 00C) 3 21.60 23. 76 1.00 1 . 00 . .. 27.0(:.) N 00 1. 00 1 . 00 . O. 000 O. I«)t,)t„) =.==-~, ' DESIGN DATA DESCRIPTION DESIGN CODE DESIGN METHOD MODE SPAN LENGTfY _______~__~___-____=====-^=-=-===-==-===_========-====-=====_===='_=-=_=_===___==== BM A ^~_�= `-� �, AXIAL BUCKLING ` LATERAL TORSIONAL BUCKLING AXIS LB K BRACED BRACED LENGTHS (LIST) ===_=_==_=_==__====:=======_________=====_=_=========p__===_=========___===z_=_= X 25.00 Ft 1.000 Y ` 2*12Ft YIELD MODULUS MAX RATIOS : B/4SE:PLATE FY' E STRESS DEFL FY F'[! AREA ====================================^=========================================== LOHD INFORMATION LOAD LOAD AXIAL END MOMENTS COMB CASE LOAD AXIS NE MOMENT PE MOMENT :,==:=============:=============:===================================v==:=. N ' Ft-K Ft-K 1 WIND/EARTHQUAKE -41.00 X 0°00 0,00 \/ 0°00 0" 00 Y 0,00 Ft 1.000 Y K /In ^2 K /In ^2 K /In ^2 K /In'^2 In^2 36.00 29000"00 1.000 L/360.00 ================================================================================ LOAD INFORMATION AD LOAD LOAD '']8 CASE TYPE DIST` • PX ` PY AMX ==_=========================::============:=================:================:=== F • K •/Ft K • /Ft K -Ft /Ft 1 DEAD UN IF B ` 0"00 0.000 • -3.220 0.000 E 25°00 0°000 -3.220 0.000 ` ' ======================p====================================================="==== D E' S I �G N F n R [� E G ELEM CODE SIGN CONVENTION : BEAM DESIGNERS NO COMB DIR END AXIAL SHEAR MOMENT MAX MOM DIST =================================v==================================-============= 1. 1 X NE 0"00 0.00 PE 0.00 2 X NE -41.00 0.00 PE � ' � 0°00 - �[��COMBDNATIONG Y NE 40,25 PE -40.25 MSC' ASD DESIGN. 25.00 Ft K N N -Ft K -Ft Ft Y .NE | . ' 40°25 PE 0.00 • 0. 00 0"00 0°00 0.00 0.00 0.00 251.56 12.50 0"00 • 251.58 12.50 1.00 X DEAD • 1.60 X WIND /EARTH " D I. S' 11 N• F' f_1 F: C. E S EL_r- M C:UI)G • _SIGN GN LUNVEITT I ON BEAM' DESIGNERS NO COMB • . D I r: END • . AXIAL • • SHEAF: • MOMENT • MAX MOM • D I ST • CO 1B . 1. i.1I:1 X DEAD (FROM USER LL:UMH 1 ( F"RC:IM USER • LcpMB 1 ) Ll0 A I : S . c _. I) - I . : . A ' . I L 1) I_l T ... F , U ' T COE)E • S'T'F:ESS OOVN F:EF SHAPE.. I / :( ) t '' : ' • ! / I ri '• l., /Ire -:, COMB f fh:, flit' RATIO cp., T 0 1 c;) c;) O . 00 0.-00 e7 6-2 0:: 0 : : 91 O . 9 7 • _ 1.6,-2 IEF" Fa' • F'L):. c fa . C'rig:, Flay cmy • Oa Os I)' Dy (:. /Lrr :,' I: /I)t. - K /Irt •2 In In t:). 23.76 . i. , 00 1.00 27.00 1.00 1..00 1.00 0.000 O. 000 .1 w '21.6() A:: C I . •7 E., 1. O1.. 1.00 27.00 i. . 00 .I 010 1.00 0.00C) . O. 000 :e:1 GO '2'3.76 :1.00 1.00 ; 27.00 1.00 1.00 1' . la l.) 0.000 0.000 „. r ' ` �' .�� . ' . • ' BM�� ~° DE:SIGN DATA DESCRIPTION DESIGN CODE DESIGN METHOD MODE SPAN LENGTH AISC ASD ��,=========�====��==c,============:=======================================��===== �--�� AXIAL BUCKLING LATERAL TORSIONAL BUCKLING AXIS LB K BRACED BRACED LENGTHS (LIST) ==========================_======:=============================================== X 25.00Ft 1.000 n12, Ft Y 0. Ft 1"000 Y YIELD MODULUS. MAX RATIOS BASE PLATE FY E STRESS DEFL FY FY C AREA K /In ^2 |( /In ^2 K /In K /In ^2 In^2 36.00 29000.00 1.000 L/360.00 ================================================================================ LOAD INFORMATION LOAD LOAD AXIAL END MOMENTS COMB CASE LOAD AXIS • NE MOMENT PE MOMENT =-=======-== 1 WIND/EARTHQUAKE ===================p"===============================z====== LOAD INFORMATION i IAD LOAD LOAD B CAGE TYPE DIGT PX PY MX Ft K yFt K /Ft � K -Ft /Ft 4 DEAD UNIF B 0.00 0.000 ~3.220 0.000 E' 25"00 0"000 -3.220 0"000 � = = ;LI: = .1= r.T. tv.: = = ttst.r. = = •—• —r• - r ������� DEGIGN F ORCES ELEM CODE SIGN CONVENTION : BEAM DESIGNERS NO COMB DIR END AXIAL SHEAR MOMENT MAX MOM DIST ===. . M. ===� 1 • 1 X NE 0"00 0.00 PE 0,00 y • NE 40.25 PE • ~40°25 2 X NE • -20°00 0.00 PE ` 0.00 .2COMBINATION8 : K K K -Ft K -Ft Ft Y NE � � 40°25 PE -40°25 • DESIGN K Ft-K Ft-K -20°00 X 0.00 0"00 Y 0.00 0°00 0"00 0.00 0.00 0.()0 0.00 0.00 0.00 0"00 251.56 12.50 251.56 12.50 25°00 Ft EI_EM C :C1DE 21;60 ;60 • ;21..60) • I) E. S I Gi N F" 1) F: C E S . iZ SIGN CONVENTION BEAM 'DESIGNERS NO LOM}3 DIR • END AXIAL SHEAF: MOMENT-. • . MAX MOM DIST COMB 1 : '1 Y 00 X :. DEAD C ERCIh'I IJSEF:: I_C :OMS 1::) r.: t( 4if..1 2 1.00 ', X : I:)EAI7 !:F"1:.:01 u ER. I_C011 J 1) • 1. 00 X WIND /EAF:TM A •I S..'I : :. -. D , E "I".A I L u:U T. F..'U:,T. i7.:ODEw S•T r EBC i C)VN . REF 6F-IAF'E :. C:1JMEI f r H,' : :.. •fby . RAT ID CR I T ..... ., ., .......:. , :: .,_. _.. t ::...... -... _, ....._. __.. ..w •: . = - .41=.._ .,,== .....,. ..,__. ...__ tea- .... K. /,.Eri •r••: F /.Cn .. :i: F: /It) 1' W1.C3J :76 2. W21:-;6 cB 0„ 00 O. 0L ... I,.) .. I 0 I „ 00 t:) Y 00' . . 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E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522-6698 JOB No JOB NAME DATE SUBJECT SHEET H .' OF BY 7023 A, 5412 PLF 3o GL a (3f itr)(3p) 2 Z GvG'" 3 ¢¢Z O) 307 225 #- 8 M bv7Z2s 0 -()C WM) F Z4Uv r ,/ rgV � 4 v 39 _ / a ,N 1/-= °J - 14.34 - (34i -) ' I * !. / �I5 /78 pss Syi x 39 51/MK CoNl7 s 7r/ 1, Sf , C 223$.L s149v — (34& 3V,, . 95153 c . a.7rky� l!o Z p„ .0 Fv= s 3 07225 Ave s ( 36 9) 30t z) Zo76 p 21av D. o B 3 Pf C/ (sfa 2.2.$) e- 4 a vaCg.$) - ca. jz /9 36 pi ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 .:OB NO. .JOB NAME DATE SUBJECT SHEET/1 OF BY a' / "(AY /D f ) 3`/ii 'S /8 96.9 /A / VMAY 5 /1152 _ ' 1 z) = 9/739 • ( 9/751) /6' • psi /Gcp, /p' //- x 1 77 / r .obi 5 . Zos ". / / r- 9/704 /N V� - 1G3v - -`yr' (399 psix nl ./ 13o f v r (() (/�l� Y*i) = 16 7r Qr s- 4V- ,dam �T� A 107 e" /. 5 0./0 r39 ": 226/ /OS 04 3 nv eia 01C ENGINEERS- NORTHWEST INC. 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E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (208) 522-6698 613 No JOB NAME DATE SUBJECT SHEET /'/ i/ OF s per s 9.5 it. 14// f3 XV' Xs/ 4 4' if. 7/A/ E = g 00 /N4 U54 : W 2/ x !? BY /S( „ �.c��� ' ' zS yLF L - Qw) 0, v 9 Z iN 1125 ,07.5(00K J o4v &• -1 AO t Ar 16..7,N ok sy Ill /A? /A/ Slatc-77m) .r % //70 / 4/ ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 -1206)525-7560 - FAX # (206) 522 -6698 'Oa No SUBJECT JOB NAME -zi • 5D 15 35 S'7 • L /7 kmy' 4709 43179 7513" r �4S SRctz l s 74770 CR) Z/ /N -'Y S%)(7.-/ ; a?= 3 $3.g iN A*, /U7. (o /A/ izi sr�x2� DATE SHEET /1'11'3 OF BY /fo(` (t0 p t/ Li 4/' Pi F r � a No JOB NAME DATE n� SUBJECT SHEET// , � A / I OF ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (208) 522 - 8898 &j U / /. 20.563 2/ 8`i 24..6 K• tL1 � � 9' ( / ^' ) _ /33. z i/v 7) C.:�� 2�3. Z ,// i V s/0 x /k r s- zz ff3°c s'/e,x/b.c e.C7 Ag, o.s 451 41,4. / *oY 4 = 0°s-75 75 &Ix s4o • //SC -,V / /03• .: c140 BY c = /. sd, a 8G " S,eere o►c 0 r ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 C B No. JOB NAME DATE SUBJECT SHEET : 2,747 Ai le 573 et 054 2 o. LI /N i Re 7 BY e ./.5$t.4„.„.1.2) 7 2792. , r W /fix GS S' / w' fir /15.'/ ) //, 5k 3, / 17 l}' ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 FAX # (206) 522 -8898 O No JOB NAME DATE SUBJECT SHEET 7 1 OF 7 : W2/ . (•' off 11'7 /A/ Xr 20.99 /N Zr- /3705 /. F. k' ! k t. 7 BY i_• ro) ` /a.? ins: ENGINEERS - NORTHWEST INC. PS. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (2061525 =7560 • FAX # (206) 522 -8698 ,a No JOB NAME DATE SUBJECT SHEET 112 BY ATU)G ffV1 E 18 " CC - 5 E F- S%I _ r--o2 SECT. F/ A' -'A• PROPOSED BUILDING DETENTION PIPE — 14.4 __ 64' L CIS II ,TYPE I TG 24.0 I.E 20.70 L (FROM OUT5I0E.- 0AL-LOF C- Pte.) ti 3G ">1 CD 0.0% ^ /2.‹?AIK. CONNECT DETEN TION PIPE WITH M\s, ANUFATUE ED SADDLE E..ItT10' HIGH CYC rZE. MOVE. EXIT 5/1/4 A5 ' Q'D. V ! 1.1_I IZ • r 40' RIVER V Fs/ JMEUT CONSTRUCTION NOTES: [spy 1� REMOVE EXI LNG CURB F GUTTER AS REQUIRED. �. A K AL X I E I IA PAY E M � N - r . SECTION PER LIKE KING LA TCH XIS�I1J FLOWLINE GRADES SLOPES, 0 2 12EMoVE EX-ISTING ROCC.ER -Y AS REQUIRED. N 15 UTILITIES EASEMENT .T O 3 MATCH EXISTING PAVEMENT HIGH ASPHALT 13EI2M O 5 ZE L.F. fo S P.V.G. Cv 0.5% MIN. HARTUNG TEMPERLINE BUILDING EXPANSION SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM. 0 GRADING AND STORM DRAINAGE PLAN I 2 7't C 3 7 : Z TG °2550 I E :22.80,8'/ EXISTING LJTILIT'{ EASEMENT ZOO' ,SIJORELIUE EUV /ROUMEI.lr O PIPE BEDDING SHALL BE PER. WS DOT. STD PLAN 8 -18C CLASS "F" BEDDING F0R2 FLEXIBLE PIPE IN TRENCH. THIS 12-UN ONLY O RETAINING STRUCTURE. SEE ARCHITECTS PLAN 8O INSTALL 2O GATE,PER PETAIL,OIJ SHT O 5TOIZM DRAIN PIPE TO CROSS OVER EXISTING WATER MAIN. INVERT ELEVATION =-2.0.4 , IS" Jf STORM DRAIN, TOP = IS.7 *_ , EXISTING 10" WATER. CONTIZACroe. SHALL VERIFY LOCA- TION INVERT PRIOR TO COLST.LJCTIOIJ (O STORM DRAIN PIPE TO CROSS OVER EKISTING WATER MAIN. I E = 19.98 18 "f STORM DRAIN, TOP 18.8, EXISTING 12 " WATE,R.COL0ZACTOR SHALL VERIFY LOCATION + INVERT PRIOR. TO CONSTRUCT 11 REMOVE F,. REPLACE EXIST FENCE AS 2.EGJ'D. 12 RZEMOVE EXISTING E.XTR.UDED CURB 4 PAVE- MENT AS R.Eq'O. INSTALL LIKE e_IND. EXIST. SUILDII.LG Fr. 2 3.13 / 98'LF•- 15'dnL6Z %' EXISTING 15' V'ATERLINE EASEMENT ROD. CITY OF QF_NTON CA' , 2 r SS.N..:. G � SEE DRIVEWAY PROFILES ON SEPARATE ENGINEERING DRAWINGS 8 ,. CP o 0 � elr o II �7 ZO �,— LEGEND CS r � r TYPE I TG. • 25.05± I. 21. 41,8'0,IZ "d EXISTING CONCRETE PROPOSED CONCRETE EXISTING CONTOUR. PROPOSED CONTOUR. EXISTING SPOT ELEVATION I1 o'CP IO' 4 124' L F ' 12 "/ @0.20% EXIST. BUILDING FF 2G.O3 L.1 i' pf' e;. IL2 I +`ti PROPOSED SPOT ELEVATION FIRE HYDRANT (EX) EXISTING CATCH 6A5I PROPOSED CATCH BASIN EXISTING MANHOLE PROPOSED MANHOLE EXISTING UTILITY LINES (A PROPOSED STORM LINE DIRECTION 4. SLOPE OF PROPOSED FLOW LIGHT POLE CORRUGATED POLYETHYLENE PIPE PEI ADS OIZ APPROVED EQUAL STEEL SrIRZAL RIB PIPE. PAVEMENT SECTION, DETAIL'A:, SEE SHEET PAVEMENT SECTION, DETAIL 'B'., SEE SHEET NOTED) 1 5T G" ST 18 19 0 / 10' -- \�2'LF-- 12 "f @O.ZO '\C13 -4 5,TYPEI TG = ZS.I I E = 21 IG, 12 "/ PLAN NOTES: I .r --� I I I��I'I' I'1'''I Il 1, I , I , t, 1 , I, jJ , ± �.. rj; ,, �,� . :,.I.,, I I -1,,' ��. l,i; 1.1' 0 '.,.,. I"o" I 2 3 5 6 7 FLEXIBLE RULER -302 IO " SY i DE 6Z 8C L2 9Z GZ hZ EZ ZZ lZ 0? 61 81 LI 91 GL ■L EL ZL IL OL JI 1111IIIIII11M1III0111III 1111IIIIII1611M111IIIIII111111IIIIII6IIIIII61II 1 \ l I C 6 4,TYPE I TG= 24.9 I E - 20. S8, 12 " /,IS'y COIJSTFEUCTIOIJ NOTE:. (cot, G. " ST N 13 GRADE AS REQ'D TO MAINTAIN 1.0' OF COVER. 14 STORM DRAIN TO CROSS OVER. EXISTING WATER.. CONTRACTOR SHALL VERIFY LOCATIONS 4 INVERTS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISC.RZEPANCIES. GRADES, MAIRJTAIN 0.5' MINIMUM CLEARANCE. 15 INSTALL RETAINING STRUCTURE, COORDINATE LOCATIONS WITH UTILITY COMPANY, 16 VERIFY ACTUAL LOCATION. ADJUST DRIVEWAY LOCATION AS REQUIRED. MAIIOTAIN 3' CLEARANCE. 17 INSTALL SIDEWALK PER CITY OFITUICWILA STANDARDS, MATCH EXISTING. REMOVE EXISTING EXTRUDED CURS REMOVE EXISTING DRIVEWAY 4. DEPRESSED CURB. INSTALL VERTICAL CURE, Pee CITY OF •UICWILA STD'S. 1. VERTICAL DATUM: CITY OF RENTON • U.S.G.B. • N.G.V.D. 2. FROM F.I.R.M. FLOOD INSURANCE RATING MAPS, EFFECTIVE DATE MAY 5, 1981, THE 100 -YEAR FLOOD ELEVATION FOR THE GREEN RIVER 2B; DATUM • N.G.V.D. 3. UNLESS SHOWN OTHERWISE. DIMENSIONS TO STORM DRAIN STRUCTURES ARE TO CENTERLINE OF STRUCTURE. 4. THE TOPOGRAPHY INFORMATIONI SHOWN WAS OBTAINED FROM A TOPOGRAPHIC SURVEY MAP PREPARED BY BUSH, ROED i HITCHINGB, 1NC., JOB IB7086, DATED 5/24/B7. PAC -TECH ENGINEERING, INC. ASSUMES NO LIABILITY FOR ITS ACCURACY. HOWEVER, THIS DRAWING IS A DILIGENT AND ACCURATE COMPILATION OF THE INFORMATION CONTAINED ON THAT TOPOGRAPHIC MAP. 5. SEE ARCHITECT'S PLANS FOR BITE DIMENSIONS. 3 N Lv -IGO'L.F..- IS" / @ 0.2% I. EC: Al I)1 :41 1 U� I.E -20.8 12" w FIRE HYD. L N IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO ', THE QUALITY OF THE ORIGINAL DOCUMENT PARCE1 A LOT I OF CITY OF RFNTON SHORT PLAT NO. 346 (1 I. I, F ()II P'II '.I AND HOWCC, INVESTMENT SHORT PLAT) , RECORDED UNDER 1:I\r; col -cry pi:- 11 pi \C: NO. 7907)69001 BEING A PORTION OF GOVERNMENT 1 0 7 2 A \I THF NORTHEAST QUARTER OF THF NORTHWEST QU;PTFR OF SI( 36, 7(1• \ SHIT' 23 NORTH, RANGE •1 FAST , W.M. , IN F TNG r01'\T1 , I ; F41 \r,TO\ . REMOVE EXIST E %TRUDED CURB AND MATCH EXIST. PAVEMENT CO TYPE I TG.• 24.0 .E.= 20.66,15"/ 1 2 I— 2 tr 12 W- 85' I- `— � o O o 12 DETAIL ▪ 4 t l•A TYPE - 235 E 20.30 INSTALL 4" MINUS 7 .- QUARRY SPALLS 1.0' THICK MIN. I.E. = 1°1.87 / /\ INSTALL TRASH RACr PER / SIOFILTRAT ON SWALE. / 5E E E SECTION 'B' SHEET 4 . / SIDE SLOPES THIS AREA 2 (MAK.) . 23 r -ROCKERY PER DETAIL ON SHEET 4 . 13 # z TYPE II - 54" J TG• 255 IE. 20 00, 3G "I X04 43' CHIP (5TE DEYI' •; PIPE Z2%, "X ;z" COPRuGAT , 12 Giu:GF(L.riN) 3 each , I L.F. (f3 #I TYPE Jr /2' RI M = 2Co o IE• 20 50,1E5" IE: ` 20 00, 3G" SEE DETAIL ON SHT. 4 —2' L.F. ^- 36" 4@ 0.0% CONSTRUCTION NOTES (COW REMOVE AND REPLACE EXISTING SIDEWALK. MATCH EXISTING SIDEWALK GRADE. MAX SLOPE :8°7.. APPROXIMATE LOCATION CONTRACTOR SHALL VERIFY LOCATIONS AND E: 17:V• \TIONS PRIOR '1 CONSTRUCTION /t: QI ADJU TO FINAL GKAf7F5. _ A, 27. GRADE THIS AREA TO DRAIN. a //0 REMOVE EXISTING CURS AND GUTTER AS REQUIRED. INSTALL DEPRESSED CURS PER CITY STANDARDS. COORDINATE GRADING WI TH TIME CITY INSPECTOR. 24 RELOCATE SIDEWALK AROUND EXISTING POWER PEDESTAL. MAINTAIN CLEARANCES AS REQUIRED BY UTILITY COMPANY. N • N N ON SHEET 4 ILonyar,r. • r� i , . Harr l �;•, Tra rk RENTON ' .IIbNCT1ON___ • • t•. 25 i 1 a LLJ.: =' .t,n VICINITY MAP SCALE I "= 1/2 MILE PP SITE ` •'" O N aD N N N cfr a CIIy OF TubW,LA JAN 1 0 ),9i PERMIr CENrER to e 0 a' 0 a U 0 0 z W J U a w a 0 s u tt Z 0 N W •tt, M <- 0- —J -, 0 a a` !tj J J 3 7 U. O I- g In 17 2 6 V 0 I- J /7 o o u a t � ud OO W N LID Z UN d.ti ...,....�'Jy \;-!, z W 0 W 0 0 J W U. SHEET 3 OF 4 JOB N0 50454- '4 " Yl T.G.= 26.2 I.E. • 23.70, UST ADE 98'L.F t "A(I WATERLINE TON 10' 124' L.F. ^• 12",0 0.20 % 1ST. BUILDING F w - 26.03 CIS :;;' TYPE I 4 1 PROPOSED BUILDI Z\FF -28.0 82' *- -56'. C3* S TYP G113'a TYPE I.E. 20.70 2' L.F. (FROM OUT.SIPE, OF G.la.) ti 36 "/ 0O.0/ W / j 1A112.VEMT oETENTI IPE 64'1 18 " 69 O 51 Exl ;r 1 O HIGH CYCL 12e LAO SID W U I IIEMOVe. Exl_ T 9/w AS Kt ) LU E Ex15T.- L A5 l( 44' RIVER EjJVrReva ME O MEN7' N f U 15 UTILITIES EASEMENT - EXISTING T.G.•25.3 I.E. • 2 2.80, Oki I 11 - 1 T 1 1' EASE tQT' ZOO' 3J ORELIF.IE E,,/VA MENT CONSTRUCTION NOTE$: c REMOVE EXISTING CURB AS REQUIRED. INSTALL DEPRESSED CURB FOR DRIVEWAYS, MATCH EXISTING FLOWLINE GRADES 4 SLOPES, Remove. EXISTING ROCKERY MATCH EXISTING PAVEMENT 2" HIGH ASPHALT BEM 28'L .F 6"9 P.V.C. 'P 0.5% MIN. PIPE SEDDING SHALL BE PEI2. W.S.V.O.T. STD PLAN I3-18C CLASS "F" BEDDING FOIL FLEXIBLE PIPE IN TRENCH. THIS RUN ONLY. I�ETAI JtIJCa STR- JCTUI2E. SEE ARCHITECTS PLAN. INSTALL 20' GATE, PER DETAIL, OIJ 51-IT , 3 STORM DRAIN PIPE TO 012055 Oval. EXISTING WATER MAIN. IIJ VERT ELEVAT IOK1 =LOA , IS"?' STORM DIZAItJ, TOP = 19.1 *_ , EXI5TIKIG 10" WATER. CONTRACTOR SHALL VERIFY LOCA- T10N INVERT PRIOR TO GOIJSTRUCTIOIJ STORM DRAIKi PIPE TO CROSS OVER. E)CISTIIJG WATER MAIN. I E = 19.98 I8'/ STORM DRAIN, TOP= 18.8 , EXISTING IZ "� WATE12.CONTR.ACTOR SHALL VERIFY LOCATION g. INVERT PRIOR TO CONSTRUCTION REMOVE F.. REPLACE ExIST FENCE AS REq'D. f2EMOVE E - xISTING EKTr2.U0E.D cuRB 4. PAVE- MENT AS REC>1'O. INSTALL LIKE KIND HARTUNG TEMPERLINE BUILDING EXPANSION SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, W M. GRADING AND STORM DRAINAGE PLAN EXIST. BUILDING FP- 2 3 . '7 3 G.P P r 5s r2 LEGEND 7G.• I.E.r EXISTING CoNCRETE PROPOSED CONCRETE EXISTING CONTOUR PROPOSED CONTOUR XISTING SPOT ELEVATION p o oseD SPOT ELEVATION 4: 1 FIR '4 HYDRANT CEx) Ex15TING CATCH BASIN PRPPOSEO CATCH BASIN EXISTING MANHOLE. PROPOSED MANHOLE EXI1STING UTILITY LINES (A NOTED) PROPOSED STORM LINE DIRECTION 4. SLOPE OF PROPOSED FLOW LIGHT POLE CORRUGATED POLYETHYLENE PIPE PEI ADS 012. APPROVED EQUAL STEEL SI II2AL RIB PIPE. PAVEMENT SECTION, DETAIL'A', SEE SHEET PAVEMENT SECTION, DETAIL 'S', SEE SHEET 1; '1' I I ' I L�I I , I .. 1.. -... I ' I I I I I I� I V I r -I •I I' I f I , L .,. I - ,' ' 1 I. 6 0 ..,•* -c• 1 2 3 4 5 l 5T G" ST 10' , 2' L.F. ^' 12 0 0, 20X, O 91 LExiULE RULED OE be UL 12 Ye S' 9e Le ee le oe Gil tit Ll 9L St .1 (I 21 IL cn IIIIIIIIIII111111111Ii1111111111111111111111IIII111111IIIIIIIIII111111IIIIIIIIIII1111111111111111111 IIIIIIIII IIIIIIIII IIII�IIII IIII IIIIIIIIIIIR1111111111111111 11111III1111111IIII II11111111111 II Cof.1STIZUCTIOLI NOTE (GOVT:) Co " 5T - - J 44 '4 TYPE 1 T.G• 24.9 I.E. * 20.9 13 GRADE AS 12EG'D TO MAINTAIN 1.0' OF COVER. nl 14 STORM DRAIN TO CROSS OVER EXISTING WATER. CONTRACTOR SHALL VERIFY LOCATIONS 4 INVERTS PI21012 TO CO•STRUCTION. NOTIFY ENGINEER OF ANY DISCIZ.EPANCIE.S. MAINTAIN 0.5' MINIMUM CLEARANCE. 15 EXISTING TRANFOI2MER /POWEIE VAULT TO BE ADJUSTED TO GRADE 012 IeELOCATED ESY OTHERS. 16 VERIFY ACTUAL LOCATION. ADJUST DRIVEWAY LOCATION AS REQUIRED. MAINTAIN 3' CLEARANCE. 17 INSTALL SIDEWALK PEI. CITY OF TUI.WILA STANDARDS, MATCH EXISTING. 8 REMOVE EXISTING EXTRUDED CURB 19 REMOVE EXISTING DRIVEWAY DEPRESSED GURI3. INSTALL VERTICAL CURE PE.R. CITY OF YUKINILA STD'S. PLAN NOTES: 1. VERTICAL DATUM: CITY OF RENTON • U.8.0.8. • N.O.V.D. 2. FROM F.I.R.M. FLOOD INSURANCE RATING MAPS, EFFECTIVE DATE MAY 5, 1981, THE 100 -YEAR FLOOD ELEVATION FOR THE GREEN RIVER - 28; DATUM • N.O.V.D. 3. UNLESS SHOWN OTHERWISE, DIMENSIONS TO STORM DRAIN STRUCTURES ARE TO CENTERLINE OF STRUCTURE. 4. THE TOPOGRAPHY INFORMATION SHOWN WAS OBTAINED FROM A TOPOGRAPHIC SURVEY MAP PREPARED BY BUSH, ROED 6 HITCHINGS, INC., JOB 187086. DATED 5/28/17. PAC -TECH ENGINEERING, INC. ASSUMES NO LIABILITY FOR IT8 ACCURACY, HOWEVER, THIS DRAWING IS A DILIGENT AND ACCURATE COMPILATION OP THE INFORMATION CONTAINED ON THAT TOPOGRAPHIC MAP. 5. SEE ARCHITECT'S PLANS FOR BITE DIMENSIONS. I 7 8 24 1 F(: \I 1)1 S('P I PT I (,\ PAPCFI A 101 1 OF r ITV OF RF\'T(t\ SHIRT PI AT NM. 11(, 'VI ■• I (1 I I•IF'\ I \'.I tlOI ('O T \' \'F FTa1F\'T SHORT P1 -1 1 , RFrORIII It 1 \'I)I k 1,1\r; (Hl ' 11 k I ''()I• i I \ r. \n. '19071690(11 HF INC, A PORT'1f\ of (7(I \'FP \`1F \1 1 (II \ \11 I III NORTH! \S1 QI' \RTFR or THE NoRTHI'I Si QV \PTI t (11 I I (1 Oy 3(. I( :•I■ I I ; I \nk1'11, R \ \'ci 1 F \S1 , W.a1. T\ T:1'c; (oI \T , 1:MtIlI \rllo\. 12" W FIRE HYD. „ + I.E. •20.8 !' IX .w a. a � j u1" O G r; ' JI t �i 7 SP x ,' I r ia ��i rti� f, /ra. tl '7 ,w� l CE1I'3 TYPE 2 J 2 IF THIS MICROFILMED DOCUMENF IS LESS CLEAR IIIAN IIIIV NOTICE, IT IS DUE TO v, THE QUALITY OF FIIE ORIGINAL DOCUMENT L REMOVE EXIST. EXTRUDED CURB AND MATCH EX19T. PAVEMENT 12 W • IN5TALL 4" MINUS G UARRY SPALLS (.0' THICK MIN I.E. • 19.87 0.1 4 3 •-.r ^P ' t_ '2 - 2/3 "/ ,z. CoRP.,IGA ?,rrl 3 Pa ch , I70.0 L R Q 't PE IL 12" 4 / RIM= 2,C,, 0 IE• 20 50, 18'' IE' 20 00 3C SEE DETAIL ON SHT 4 C13 I -A 1 - IE 20. ROCKERY PER. DETAIL OIJ SHEET 4 r-, e2 TYPE TI - 54'/ (G• 25 S E° 20 oO, o 1 -2' ^-35 "1@ 0.0% -1 ( i /SIOFILTRAT. )N SWALE /„ SEE SECTION '13'-'6' SHEET 4 • N • N V.CINTY MAP SCALE :II? Mil 7 �i�•'�I,f rA r, r NE FENCES NOUN J NC. ION P Io N W W UJ C) 1 All G 1'3 1990 0 0 z Lu 2 Y SHEET 3 OF ___ JOB No 50454- I V.1 I ; atiwat-91-.1T ;;;;;; V: • x : ilpottmm4g454—.- r 4/7 V \ie/t-fi4 4. C poip .....1. Ti Cs 0.0.1...1111■•••■• 1 WILA St. oramorrar. per 8:5 A-7 4=1...-A‘t-4,64.4021ALEC-z T( iZJL t‹-Le.,,N4A 0A./rii .1.1.01/.1111.111•■•• f•AlAcie./. 47V.v Lev • °RAI*, if 6e:11.-44( A2%A 4 ei iL.0.41:) - RAN t2erAi GlizAt7tNi AND t-.7x2rzt-I 1"..)RAINA::it- t2E.TAILS ..t 1-1Agl.Lit\v-r - IeNIATER. 7Ef1ALe2 HAgik-aer 14 klaiEe-2 62t-IN7ATI PLAI-1 ROCP FP.AttliWi PLANI t:›eTAILS . - t 7.-- "T'Ai LS ,ALL PANEL •E.LEATIONI kAL.L.- *PANS... ELE,s/ATI IAJALL, FANSL. gLvAric2 1,7E.-TA Owvwx16: LEOEND fz KV.r,Nie IH et*. I,4' A S ft-R. • q04-140. 'fcY t- vAReHoL,I,50 -,p00 -rook ARe?, 6.4522-2. teoairK114/:t 6,4 ( ov .12t.2.032L__:14Lz: fU- lyfLatiOtiE4 N ( :/P10 - 1KaW L. 1 LANtstacAPE... ,..LEGAL DESCRIPTION t/or i or- oily of isa -91-iorkrr e(4 No. ("1 eaOirtveNT \N2 tIONC0 iNve,o csi rid\r), UNPC/K Lt couNrri ftalvv& A forkilt* or sovM.Ixii5CIT Lai ,\NP Nom aL)NcT.eis or ME) NotStriv\fer ouNsi ,- or seCriON )6/3 TowNorte 2 isiw-Dr ef'ser, W.M., IN (411\h') - 0 u wit( BLDG DEPT. NOTES 1.?>a,soo wiser• VALLEY HIOlIWA 134144 AVE S. .1■9■11.1••••g% riAl 4 5 ofric.#0 (Lim; 01,-) coo wi■k01-101),0 oe) akt2a, jjokkr:. Ri(3)V Y 900 S 44' CCAP_Ikt ge& "—CITY OF KENT-- SEC. a SEC. Z143, 4 < VICINITY MAP 1 =P 41 7006- -- - 4-?mwao4c‘‘. .10.1.1PIPOMORIMINIMINIMW ....011.1111.4111011100•1 1111■AMIIMMWAY..71.10+.1.1110.1Y! `04.10* . ...•■■••■••■Imnme..C.Nrawyea 11•0WialmeinwsyMreleenceer• IMY mnavfoys•o.o.soamegnorona PaNIIP ( 4•• 106 AR -rofAte WkJi)5C,APtP I • 1 11 11 1 WANCOMINIMNE•■■•••00.1..■••• CITY C3F RECEIVED CITY OF TUKWILA JAN 2 ii PERMITCENTER • SHUT NO: ; N6: 2t-1‘ sly,$); 41 , - 444 V '•-••■•• ••••!"- • • ' n•rlr 4- FP V P ■.) 1 ASHI , I lercarherrarrromprerror t- 10-o - • • • • •••"; • •••,•• •• • WarrINIVI(814101111111111■111110111M1110.0 ATKA texomm Or- rtocizeel ;II kifLo 04; ,..-g 1 645 • I 0 18 THS INCH 1 2 3 4 5 6 7 8 9 10 11 .0.0 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 e 6 e. 8c cz 9Z SZ 92 ZZ to 03 6 OL CA 91 St /71. C U oL 6 9 L. 99 C I ro 0 W0,1111111 - • • •t...")› rr's ABBREVIATIONS 4L. ---: WALL SE NI CTION NUBER SHEET NUMBER 1PRIL 0 if A.B. ACT ALUM. BLDG. BM. C.B. CONC. CONT. CPT. D.F. DET. DN. DS. EA. EL. EXIST. F.F. FIN. FLR. GA. GAL V. GLU-LAM G.W.B. H.B. HDWE. H.M. H.W.T. I.D. INT. MAT' L. MET. MIN. N.I.C. 0.C- 0.D. P. LAM PLYWD. R.D. REQ'D. S.S. STR. TYP. V.C.T. W/ W). BUILDING SECTION LETTER SHEET NUMBER DETAIL NUMBER SHEET NUMBER GRID DESIGNATION DOOR NUMBER ROOM NUMBER EARTH CONCRETE PLYWOOD FINISH LUMBER ROU131-i LUMBER FILE COPY I understand that the Plan Check approvals are subject to errors ae;d omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of controctor's copy of approved plans aclCno k7" og „ • Kcneo itst 4 gp• Pennq No • CITY OF TuKwItA REVISION 4Sire 'RAH APPROVED FEB 1 2 As NOM) BUILDING DIVISION 0'6 1,IP .. .ranr • rn . r.crorromprwrwrr , ..lerrr....■•••,.... l l ad aNg■lirg.ellarrW•1**1108,1011.10/8111 - 1111 And Angle At Centerline Diameter or Round Pound or Number Anchor Bolt 'Pe-at,07114AL, CMG CL4 ' ri Aluminum Building Beam Catch Basin Concrete Continuous Carpet Drinking Fountain Detail Down 0ownspoct Each Elevation. Existing Factory Finish Finish Floor Gauge Galvanized Glue Laminated Gypsum Wallboard Hose Bibb Hardware • Hollow Metal Hot Water Tank Inside Diame Interior Material. Metal Minimum Not In Contract On Center • Outside Diameter (Dim.) Plastic Laminate Plywood Roof Drain Required Stainless Sts.ei Structural Typical Vinyl Comp. With Wood PROJECT NO: e.)1 verewheed.I.11••••■•••-■• SHEET - oP 4O 1 strif„s rivAH I) . tf DRAWING INICTX DESCRIPTION laiARTUNG sITEPAPERLINE 17800 WEST VALLEY HI G WAY TUKWILA WASHINGTON 1 11 1 111tarrarrAllarillrellOrna ALFRED CROONQUIST ARCHITECTS ONE UNION SOUARE BUILDING SUITE 3404 SEATTLE§ WASHINGTON 93101 C20838192-IRESSO 44" fi , , 1 -. :: .t. .... I .i " --, • ... x ' .,.. • `, • 1 i i , • 'i. . .; '.' L , . , - ' . ......, • Wil•own 1.0...10.54.A•W arrtreramr.............■ 1 i A . ;;i fill i 1 I I 1 • nt 1 • I 1 . , '1 1N 1. \,,....... . . l . ';' ") .• 4 ' k:' iN i „I ■,... . • , ; ' .- .,-..- - • ....5...... r 4.• k i • . .. c . —4 - • • • IS • '• • ) * k . .+ r — . ', • - . .,0 • ' :1 ••• `1,' ■ : ' ' "' It'' •-• • "le .r..‹. -4...- -....-1-- ....- ,.: ' ; t t . . ' e •: ..........,....,...........,....- i,'.1 . •. . ,, .,, re-, .....,), 1 ' '' ;II • 4 L'' :, 1 i' le z - . ; 4 '."./ C.4. .' •.,,.. L , ",..* IP t z, lc- J . 1 . '........ ' • • -, ' i . . '' V 2 4 ,c' -/ '''' ■ • 'S . , . $', • . '',. ,..,...... ,,,..,....,,,,,.. 1 t 1: t 't 1 ' ' ■ s ' I ,,, ..- i ' • - i . i . "\1„1''s , 1 't. 6 ' I ;.. • ' • • • t Nr c ,e.NrrtRa...f.1:41Art.: t N41 Mr,01.2V{Ort,VrorrAluirrer. 444 I 11 Symbol PLANT SCHEDULF 0 0 quantity • L:„..:.;.4.:„;:„A • . _11 J. 24, - . , Nett.H5 81 Photinia fraseri/ Photinia • Rubus calycinoidegii 1"-TCN Botanical Name/Common Name Acer platancides 'Parkway7 Parkway Maple Pyrus callotyana. 'ChfInticleer7 Chanticleer Pear 46 Prur;u2 12 'Otto Lgylcord Otto Lt;,y1ter. Jr! 16 Rho,dodeitdron 'Dora Amateis7 Dora Arriates Rhododondrott .Viburnum. davidii/ :David Vibuvnum 414 Madera Helix 'FfIthn's'/ ,i-tahn's ivy •Sod Lawn per specification ' lotirrJtsmadrums.rompooraurrgaikorarnmoommuor.4.1..a.s..rwoorele . . . tr/171.orgr Size/Remarks 2-1/2" cal.; B&111; - Weil branched with straight trunk & central lesder 1-1/2" cai.: 384.13; Well bretnciecl wi gtright, izank central leathir 115`!-1.8"; B&B; Full'and well . bpi n ett ed 15%18"; W:cif; w311 branched 18"-21"; B&B: find v.-all budded 1fc-21"; ti&B/cortt.,; Full:and well Wdd . , 4" pot; Migimurn 4 runnel per 0.10; Plant. twenty.foitT (24) incheg on tento triengtflar )fp;icing. 4" pot: Minimum 4 runtoors per plant; Plant qg twenty.;tow . (24) incbes opt (tenter, triangular epacing. '‘C Where :40arttigiaS it not Fillown 1;1 tha plant selimil..1;:•:, it is tho Contractors responsibility to determine the qual of plant. moixrials. 4.4 ITM.Y0■11111.M.R.......•■.*W2v■O&alM,AP Wstsr.....neasiyorworrw....m aws.144.,••14.......*• • ---- --.--------- ---- 4117.4.44 1-4 co tok ottfor'Ke-14 Ai-V1 • Aicvlitt 4 ..floar‘lorr...*artg. ,q4n.m....maorr*tor) fro. I • • NEW 1ARTL ' sr E II/MEP/LINK -\‘ BUILDING EXISTIMI HARTUNG TEMPaR LINE BUILDING rJr. ••■••■•••00/...,, lemegomerve. taer.. .tenaw....emears ...r e r.N e orme4 4 . 1 . 4 syrlowtmeownem•Coo-roscreAwertoworr.PPer49 1“.0 , 11W2OWWW•9101.wr,,, , • . , • •01 .40 1 :411%.4W)4. • • • NOTI; : I I i he microf i I fried doc itui I OSS ( 0:t I IIII I hi !; rot It , i I i; due IU t he cilia I l y of t he ou iJIII1I document . `.••••■ •••■■•■•■•■•■••■■■•■■ it".4•0■11... j� etT31-o* • • 1 t 2' 1 es 6 6 - e-- ---, 14 8 ;169111111110111031M10 -111. .....411.....Inelmft le...,........."................,10•10...../.11,....• .•■•••■■••■ t . — r ........-.....................4 4.4 4,..............,...• . ."' 4.■ 4;„ar1 ■e* , ; 3 01 .04..**14,....1.4..../ yr ardr.r.11. rdonlooron....J.P.4.4 tb-por,$) Z rf • • : • & a.* A.. • LandscapeArchilecture Pianning •utaiDesign • 1000 LENORA $1 SUITE SEATTLE, VIASHINA74.T 9812 2430; • DATE*: =5 Oc-TOL;44tg, PleFt )1 4,4 ,l eerTr..14444e1%1' .k%1, • • ist/' (47 g U 'R1,1 i„ f- \iv v /ALE - 2 ?- i i \/\.1 I 1." i llaerliosembetomora i alinteleitralmsor•er-awtercesaiWtrpedwe40142war.owiammisna.,9.4.)Mowewa-wo.lirmxwgew , - •••• I . LL , I b■os;I: . • kArtrrsifii.gb..Arra".0-al",24 • • Poowithk.mo . ' 0.4.., f ( 7 4 2,4 I ALFPE3 CROCOSICIUIEST ARC:1437E013 oNte uNtor4 LOALJAMS f$LIALOONO St.,1470 :11404 E AT T trris 14VA (12 0 * 1 EL,414v4r.A 061 1, " '• „A..." • • 4 010 •z-.;tr. • Mout • t-Icostrtv ' irC7 Hft efU*V67 1 , It , 0 , 401711 AS eeWtt (9 44 • Willivilik9121111111 INN 6111111111111F fl 116,14,1000,040ro 1 1 1111124111MMI • • • • • • • • • • • • • • • • • • • • • • • •mm I rrf 70 Li I T U K I L XvTI ON16#* eli0f 1\ .••••■•••••4•11mmomml mew neNowarearseepo 1 • ',PO? 1 —F U L 41■■•■■•=11. —r fl ' 414 j-0'eAN'IU Areit0 AO, Vit ‘71:KLi6-1 12' 0H - • -% 1 Oc Kommusoyn IINIMINSWIN t Mg1 IIIIMMEINIR! EMI 011/111=4115112 cw. (I 106.4\11.74)4e. 12) 10, .:.:.:. ..1 •••:•:•.:.:.:::.:.•. o ii semeautass tionturass RaellIMMISICIM anseraguies rof manammate Nel qi rA,/t2IN& rI L 0 16 VHS INCH • IL T 10(); I.M. 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GRID DESIGNATION DOOR NUMBER ROOM E A R TH C CI NC RETE PLYWOOD FINISH LUMB flour...1.4 LUMBFR SITE giM F Ci F PLAN COPY I understand that the Plail Check approvals are subject to errors and 004561041S and approval of plans does net authorize the violation of any crxic, or ordinance. Receipt f.)t contractor's COPY of al.4.)roveU plans 4no ABBREVIATIONS NellmlwrOl.M11WM11111MIMITO And Angle At Centerline Diameter or Round Pound or Number Anchor Bolt Aluminum Building Beam Catch Basin Concrete Continuous Carpet Drinicing Fountain Detail Gown Downspout Each Elevation Existing Factory Finish Finish Floor Gauge Galvanized Glue Laminated Gyp3,um Wallboard Hose Bibb Hardware Hollow Metal Hot Water lank Inside Diame Interior Material Metal Minimum Not In Contract On Center Outside Diameter (Dim.) Plastic Laminate Plywood Roof Drain Reoired Stainless St Structural Typical Vinyl Comp. Tie With Wood LEIZENID BUILDING SECTION LETTER SHEET NUIVIEER WALL ETION NUMBER SHEET NUMBER NUMB ER ■-•- — . • t / •••1.011.0••■mmosmasm■.. •■•••■••■•■ PROJECT NO: REVSIONS: . I e' • ‘,0 DATE: DRAWING INDIVX SHECT DESCRiPTION A - 1 40, A\ - 7 ri • 411M■13■11••••• 1 •••■•■• raw./ • ...woo AINCISMA•121.0•011.11.11414/11 411.111.114111•1•MOMM•111.114•■••, 1-11,-4,"... • t/*:\ 1 Lk, 1 • LAgr;. ! HATLIN6r 4A rLAN pErTAIL.(- GrE:N?...KAL IN1011 2 4 / 9y kIAL Pez-VIE-L T7.TAi LS LEGAL DE r'/T7 -------- t/O• " I 0 Of rtaNITOINI flotgr" n./N7 80. Deto-rf (T V aOlUIFIVONT 1 [NivrM1\11 stiOrT rtdisT), tC.01 UNPDR GOUKITT ter..orsviNo N. latovigool roreribt\I or eiamtNim51\rr ivoy 1 i'NNC7 ifi Of\rTSI- or 71 NOrtrriV\16-1 Que\r or r..crioNi 4 p, - rotANI - tr 2 NOtTii etw• am., ItJ (10 couNlY,vvormerM. BLDG. DEPT. NOTES 1 j)juzu.Ja."‘ ,V/-\ tfp.ij riA1H l,41& i-Jf AL r74- 1,19'61. ARO, (foO-regikl<=1"01 C,OyaVv3 0664 C2-4 J (7i fitst 4 .1.410 , *wano re.*+. .40•0110../111.14=0051WWW•10■11. 1 ...7ag-- - F-ret st - n r "Pti1W)., 4 7 1t-IE47:3)(2N 6:241 1:;VE ..3IA1 RAN r;TAILS 1?..A01t•lr AND .:712 tAt NA -4.4\14. TeriP PLArl MZANr trLANI 19c7p PRAM FLAH r717411 I fa WEST VALLEY SEC. 2 AVE S. CITY OF K ENT SEC. 35 SCRIPTIC3NI 2 : 1.,1-1410 530 ( L.WOK .) (€0 WA Hai) >"0 08 .2?.1f06.1' R5VP OfAit, - 6}R;1 CAR P,POYIllOP , C IHCI 026 ROPig -reatm VICINITY MAP 95 c,App faR/N CITY OF K ILA HARTUNG waTEMPER LINE 17800 WEST VALLEY HIGHWAY TUKW 1 LA WASHINGTON ALFRED CROONQUIST ARCHITECTS ONE UNi0Pd SQUARE 3U/LOING SUITE 3404 SEATTLE, WASHINGTON 9101 CEOS) staa-leeso ••••••■••• If r 1•11110www. ( OF RECEIVED RN6L1X TUKW lU6 2 9 1 0 PERMIT CENT REcetvro CITY OF 1-1..ttcyvt PERMrt CONTE RNI NO. TV33DM. 9 FRAME OPENING DOCIR FRAME • FRAME DETAILS U.L. LABEL • . , . • HARDWARE GROUP R E MARKS . NCI. ... . ..IVIDTH HEIGI-IT NM: FIN. H . = SR, LE Elleiell EMS .dmi /N 67 • - 0 Aum kfrt WI- los.t0 il-r. e'r i#050 84r i4i* i Mg itA711 I t , FN. PH - ni ) l` * 4 250 e 4 960. 007(0.0e7.1 ' T. •=1K _ FIN. 4 ioo E11 LMY 7 o'' --r- a . fig- • 1 i Hi2 v '''-- in 1 ' -- 4 . f&p. 1 *cte 41:ti.:■ *60. OV 710.Ct,41* 1 * 0 ,oev am?. aerito.ot2.4..6<ermtwA 044 4, ..' , MENEM. P • ,` - oil 11 ff.1 -... r -,`.-. o'l T-0 , 1-02. isrn, P1 ? i - 4/A1 O/ i * orro r.,f). 00710.00. (Ft-tem, Nrgee„ ot4P0 ) C.,VI IIIIIMMI II C, !col- 0" leaL tvo t-P■fttA7 F:IF POOle- av17 , e r‹ ):1.k iN 4 4 .... ..... ?WI G i* c7 iat c.," - I , _ _. a L- 0 11 ' ) . ,I Tot LosAkHowig 1 * "-„. .• .., . • vi 10 IFJCTIEW5 TOILET 10 ti,EiV Toli...E.r. 1 URA: 1 1 0 @"( 0-4exTt.:: 6-1,0441..-0 le x lep - "i-.1 .r*I4..ii-dx.z -..;•-t-ie •A6 f 0 IN L C F c 104). 0 10 0 1.4 oki '' d i - fETAIL. 01674.6HIINIE # 1.4c . ",ria NE2z) 1 - II -- ki 111 11./A3 1041 '4W. - I ( 3'T • .•••••••=.1... , 1 c TiTz1,70 i 1 ,.., .4, N „, ,t, rbAl 141_601 rr..... ,.... InilMor ' RNI NO. DESRIPTION . FLOOR BASE WALLS EILI cOurgd HEIGHT )k- REMARKS i 1 NORTH EAST SOUTH WEST MAT. -- I II cm LE Elleiell EMS .dmi FIN. 9L i iiiiiii „ A?. - CZ NEM .- - _ __ IAT PIN. MA P FIN. MAT. - 146. _ , FN. PH - MAT _ FIN. . _... ' T. •=1K _ FIN. 4 ioo E11 LMY * 9F 51-11: A-1 :'1'. RETAIL • 9 114151-Iss, i-41c, 4 te.F.TAtL I t T KE- L. gm: MI MI II '''..- . I 11 ff.1 -... 1 M I __ _.... . w ' 111111 ..... ?HT MI C.,VI IIIIIMMI II ....„ ..... , Or ..... &MI5 A CT I, _ .... ..... ?WI ,% 1+ - I , _ _. a L- 0 11 ' ) . ,I Tot LosAkHowig 1 * "-„. .• .., . • vi 10 IFJCTIEW5 TOILET 10 ti,EiV Toli...E.r. 1 to Fig AP - I 9- 1 0 1 4 FIN15HE 441C ill i fETAIL. 01674.6HIINIE # 1.4c . ",ria NE2z) v 1 w Pg ki few w 1041 '4W. - I ( 3'T • .•••••••=.1... , 1 • • r • .. Tim REV/SIQNSI 11- 2 - 11-1 -1p . • PROJECT NO: ,o; DATE:7'2‘, 4,ARTLING inTEMPER LINE 17800 WEST VALLEY HIGHWAY TUKWILA WA SHIN GTOINI FA ALFRED CROONGUIST ARCHITECTS ONE UNION SQUARE BUILDING SUITE 3404 SHATTLE, VI/A - PIING ON 8101 mom SE2428100 reLoc2 r2. ei#,AtNi 4.2 kk. CR Atw 9q1 • 44.tet‘itt' TL-65 Pr RO til es ' • &iv • I • DOOR SCH • DULE • isr it -2111.1 RCIDIVI FINISH SCHEDULE 4 , - d' vemyr gerAIL 40- M . vI 4:g • pog. I Wilt ilatt4 iN 1- -t- a . " 0- a .. /e" 1/10106 Vioqe0t 4414 1-100e. 44V ( wv" ANop 12 00 lexasoloeuermemmiong•ar. AM NALL I L Lters, ex2Li..? Cv" )(len' CGI\IC/ DOOR TYPS • , • ..,-..•••••••••-•"• :• ••., • •. • .. ••• . - •• - - 1 7" 1 1 r I I-I1, 9061 ORO WOO F11700 cyrAit I 'r L. -1 I461-1P,RAIN t Writ- C?? ,r• C:VrOtACr(C, CLOStitt Victe 3 8M-44461.41 ARS:SWIM> 'FOX VC0015) MAD • Tha LC • •$&"4 g) I 1 V4 .ptki.r4 slotromarsomisamiliamormismia• •311.~111001MPRAMKAPORIArovi . ' 44 0 klAest. r i tJ a Loll _ edi efzitoPi- aii -p eknV , • • ,r;•;;:, , , „,•• • • , • , • , • • , . II 0. «r e ogio ,f® •". t' • ?:;, 4.• ,•• , ; f.?; 14-1' r Li • ri j-J 1 • GENE • C01-4c., "7HEA 7E F. 57 6OLU1114 (TY 9ra rctior AL 14 ,) . 1 1 L 4 WALL ) L - OP Pgikri 16URTAId AtovF. J AM r I I 4;te 4V Vt441 4- •o AtveAlire, T-rr. r Crc7r..0e2-7, -41 f' %, Ieg.ieriAdIsH I - - 0 le THS INCH 1 1111111141111111111111111111111 /111111111111111111111111111111111111111111111111111111111111111111111111IIIIIIIP11111111111111111111111111111/111111111IIII 2 3 4 5 6 7 8 9 10 11 .44eINGEf 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. OC 6Z ee Le 9Z .GZ 47a ea az tz OF, 61. et Li 91 91 4 7i Cl ZI U 01, 6 e L. 9 f; i C Z IIIIIIIIIIIHHI i111111111111;11i111(1111111111111111!11111 I I I (T• -C *114:2 • • Hoot ViPAP' TES 1 General Contractrir shall verify all dimensions and building conditions before commencing work. 2. General Contractor shall coordinate with his Subs all bases, curbs and access openings as required for mechanical and electrical equipment. 3. Chamfer all corners on exposed concrete walls. 4. All work shall conform with applicable codes and regulations. See mechanical shop drawings for location and size of roof openings for mechanical equipment. Ventilation per the 1985 Uniform Building Code. Chemical fire extinguishers N.I.C. (Not In Contract). All stud walls and partitions, including furred spaces, shall be fire stopped per code. General Contractor shall furnish and install approved protective pipe guards around P.I. valves, Fire Department connections, electrical transformers and gas meters. All doors, r:cluding exits, shall be marked per OSHA standards. Exit door hardware shall conform to U.B.C. Section 3303(C). Complete fire alarms, hose stations, sprinklers and extinguisher layouts shall be submitted per separate permit and approval of Washington Survey and Rating Bureau, Factory Mutual, and tht governing Fire Department. Fire lanes, hydrant locations and protective devices shall be submitted concurrently for required approvals. Mechanical and electrical systems'r including exterior surface and sub- . grade 'improvements shall be submitted for separate permit. Underside of roof structure to remain exposed until moisture content of roof structure material reaches 13% or less. • '- IIMINIPONVIVONION141~11111~1001MINPUNIMMIMRPININGOIMINIUMMII • • :.;••;.• „ ,„„ •.,),-,;,14•;1•:3.4W)..4•44: ' , . • 1,4)- 7" 441 •-1 II F 7 I I I_ 1 ILII r -Ar- 1/M/fibil2 Hkt. tr.M1 tt2 gtp V-0 1 O 444. 4 PKA.4...A$ 0• *11 4)9 7' 144.1 1 * iAtqOl 1:ufz9 Wt4,0g4 • 77- PL,.06 1=1AN\.1 ' -. t211 •••■ ostsurommit • CITY OF TUKWILA APPROVED NOV 1990 • (PIO r3(1? "T' .co Irmo/617 ge,v )i,(10 frf, SUIL 1NG DIVISION 13131111 MISISWIdalim 1 4 4 41 11 . 1 0 2 11n 1 111111104111111111001111MONIMINIGIMili RECEIVED CITY OF TUKWI NOV 9 19S11 PERMITCENTER ki teZ•Ar S 4 1 N •ort.Arsi flea7ieicsilottk4 it_ e"" ••• \ J 4/ ' ,••••e..)••••.;rxer4wo. •Dasgeo -4 A ioN"5.-A Tr 1 '+11111o.66060^, HARTUNG iNTEMPERLiftie 17800 WEST VALLEY ;HIGHWAY " TUKWILA. WASHINGTON ALFRED CRDDNQUIST ARCHITECTS ONE UNICONA SMUARE BUILDING SUITE 3404 SEATTLE WASIHRNOTON 813101 C20S3S82-8890 C2PgH TO i,11\1 OF elINNO°N5■./ MOW ....11••••■••■•• •■■•■••••••••••■ i rtz" 4 , 4ort IM f '47-94.) -41[11111111111■11,11•11111011111.111110011111111111111, "A', • , . , „ €,C;rF11 t,1Nv Pov6 I izeticro .101.•111•111=01■11111 1 NA NTeNCIIC PAr-TITIONs /sete 1)(4 wa 9rtip e fce 00, NI I it\Yeerk 010 ' owe> OA uNi (ToiN,11-fl(A e co9s roitz. 01%0 .1=)rii2 tiv)AtA,,. rittN... c r GoNtqls-w To rAce cr cohotqm, I67TO FP 1i)2. ••••■ 117 RtTA\IL s \/1 AN!ts4 ( ib f A. %A%t44 24'. 7" OVF"119 0N 0 NO. - 7 4 1-0,1-tz. AtegA WAl2.0c11/-1 1,4Au, r) coae.ag) fX f1 '---- kr tt_ i! .) 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WEST .VALLEY HIGHWAY' TUKWILA, WA SHIN G3TO ALFRED CRODNQUIST ARCHITECTS ONE UNION SQUARE; at eLC3lNG SUITE 3404 BEATTLEa WA HMG ON 881 01 C20834360.1213130 n= +..r.,.. ice..:.': <r ::.,.:.._.,n.. - ,.'-.i:;•. .. ii..:vL[,`•!X:`r���. L e:."'... i0.,'L.':v.l`:i.H CITV Pi-:Ii Mir i i 4� .1 4 4.4 4 rAi(A4 0 K NAL tSJALTT 12 ,1 ee01-49" • i;ftl • Ainirttlim =- 71 • - 11 UNE. FLRALCA ASsErlatLy TO EAT 1-4K) 2. L %,ri IYPE C.EILINC OvEK DATE:1-Z6 VI: 1 (P .6 %A.NrAg.32 4 .ftANIAAlt...- OkItsrrW ti Fe-: RECEIVED I _______Th. „ - -- Th,.- -- -..--- ---- ---„----- - --- N-- - ------\____ ; .1 riA1% Tr0 Virl ±' / 6041" OUNS, 11.1 i Vel"Tet eo fackeN N 7 //;x6e I/"o O > ! 1/%1 It 1 1/MVP- . S • .4 • *No 91 E1 L. pit\J Afxo 1,1*6.1 (Ave e7tr.uor,) cow e.26/torni\li GONO ptit/ , . - ,,••••••• • • • LOt56Y c/rAIR \ 1 •PAIOTEP MET HANc71L, twcET w HE OCC IJR Aci P.Za. 3 • II-ar • 1764-11.4,1trn rt.At4 NAIL H)1' H)1' 1 1:1 , 4V2 L- 4 r&.1r-rreo i.pcei4? OT4d14. 49044M:1.4. 7`. 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TLE ffAGIN DETAIL a sj,/ .r-1.... _.'�.I� G.1 1 piri HA T NG akEIVIPER LINE 17800 WEST VALLEY HIGHWAY TUKWILA WAS HIN TD ALFRED CROONQUIST ARCHITECTS ONE UNION SQUARE 5UILDIN[3 SUITE 3404 SEATTLE, WASHINGTON 91B101 C2083a$63 *.21380 CITY OF TUKWILA APPROVED NOV 51990 BlrILI NG DIVISION hrr C./ -rep I' 4+` I ' lTCENTER ye.c. es vAs ‘ 4A5 - CITY 0 TIMILA F >< • wN +- ..�vaafFS.'1CLy+✓.�++�AtwaW ri.+:: 9+ i.;7.: L '•■ INStALL OC.K CON TkUCTION E N1 ANC: 11 DETA. OQ 514T. 2. 'MP OP" PRELOAD TOP OF TE.MPOIZAFZX SEPIME.MT 0 I■1 (1) 0 • - . . -------„- EIMIIIIMMMOmmemaINIII 0 1 1/4 m.o.... • ww■w.m.., • * • • •■•••••• • INtie•■••• • elMIM •ry••••• • • ••■•■••••••• • •M•MI •=1.• Immo.•■•• ••••••••••■••■•■•■•••• UTILITIES EA E. KIT 45' 0 L ONTRACTO L MAINTAI 'AN ACC E..5 ES 1 -- *EX!5 - 1 - 11N/G uTILITY EASEMENT LGGEND I, • EXISTING CONCRETE PROPOSED CONCR,E.TE EX!ST1NG CONTOU R_ PROPOSED CONTOUR- / --- EA 6EMENT FOR INGRESS EGRESS c! PARKING, WIDTH VARIES. 20' :t ExISTING SPOT ELe.vATION PROPOSED spoT 5LEvA FIRE HYDRANT ( ExiSTIWG CATCH 13AsIts.1 PROPOSED CATCH EXISTING MANHOLE. PRoPOSE0 MANHOLE EXISTING UTILITY I_ (A NOT-CD) PROPOSED STokM LINE C5IRE.CsitOW k SLOPE Or PROPOSED FLOW LIGHT POLE Top OF I PRELOAD •oP OF ME.LnADL\ Toe OF PLALS,55- I PRE.LoA.O.L -TbE PRELn&C)& PI-WI PRraLoAD GLEN/. Pi-tA5e. Tr, PRELOAD ELEA( L\, s's HARTUNG TEMPERLINE BUILDING EXPANSION • SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAPT, WM. C0x/rzacraq 64-44L1.vEgigY 'Weir EXI.57 iL Adr FD In LE WILL 6LIPPORT Ex7124 /-LATE/4 PRIOR To Coxiff 1A-1.5TALI... TEMP. Ecol_66Y 8Loc4f( bALL AS REWIRED. EX 1ST. eit..JILDIkiCi I X' 18 th o P"") e ) fir • •••• ••• • slle■ ••••••••■••* r ---- J X I 0 W N ss MO ---- EX ISTING 15 WATERLINE - EASE: E. NT FOR crri" or RENTON Exits sulL.r,INica F = ZG .03 ToE OF pRE.L.06.D -- 1 0 < loutyr-- INSTALL. Sw,ALE AS REGLitIZED GA PUMFI> vEt•FTS 0 s I - 1.41..JL.CLI PILL SLOPE 4r TOE OP Ala. - 00 ,uor 674K.6 huTo PAaVak10...17". TOE. C) "•-•s•-•-•••-.77•7"777* ••••• 4;s:p 73 ir-PROP. 20' FIRE ACCES.5 // 4 TEMP. CONSTRucTION EA5EMEIJT io" , ss LEGAL DESCRIPTION PARCEL A LOT 1 OF CITY OF RENTON SHORT PLAT NO. 346-79 (T & W EQUIPMENT AND HMCO I NV F STMENT SHORT PLAT) RECORDLE) UNDER KING COUNTY RECORDING NO. 7907169001 BEING A PORTION OF GOVERNMENT LOT 2 AND THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36, TOWN 23 NORTH, RANGE 4 FAST, W.M., IN KING COUNTY, WASHINGTON. REMOVE 5,11.1AGE EX 1ST FENCE f AS REQ'D. misrALL TEOF: 5ECLIR !TY FENCE c■1 It'$A FILTER C EiCB 141Z. 5 ) 1:1 MA( A\ JJ 07 APPRox. 30 loo' .5E1:DIME:NT 5ToRAGE. FLAT BOTTOM c EL. 21.0 WITH 3:1 c,i0E. sLoPes PRE-LOAD MONITORING 0 IC THS INCH , 1 IIIIIII' 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 1 141,t19 1 11111111111111111111111 1 11111111111111111[111 1/111111 1 1 1 1 1 1 2 i 3 4 5 6 1 111111111111111111111111111111111111111 7 8 -- - if, c 11111111111111W ,c,----.: , , ..?4 ...:t•' .,..:::- i -.- : -- -... - -..-t „ 121 : NI : ig .,, 1 ,,.... . 1 -;:"' 'Ilf frs 9 . 10 1111111111.11 , ? ,- --,-.44, , NOTE: If the microfilmed document is less clear than this I notice. it is due to the quality of the priginal document. oc sz se Lz 9? GZ 47.e sz zz tz OZ 81. LL 9L 21. 71. CI i i4 01, 6 8 L ; 9 '7 e t#114 " *cg.' " • -1- 111 11 11 1/1 1 1 1 1 1 11111111111 1 1 1 .11111111111111j11111 ( 111111111111 1 1111111111,11111 1;11 111d i tiii k 11 11 1 , 1 1 1 . 1 1 1 1 1 . 1 .1 . 1 1 1 11 1 1 1.1 : 111 1 . 1 . 111 .1 . 1 , , I . 1 1 1 11 1 .1 1 1 1 , 1 i 11 _ 1 , 11 1 1 111 11111 . 1 11 1 11 1 .11 . 11,1t11 1 111111 , 11 , 11 , 1:11111_1 . 1 , 11 , 11_111111111 . 1111111 , 1:1 , 1 , 111111 11111111111111.111111111 111111111 1/11 111111111 1111 111111111 ". • •••• • 10' x 10' GAV EL SPILL 3. O R. FA f312.1 FENCE FoR. SAFFL • a Laytf IA re.4. =Z3.5 r. • = W.30 x : iwTcE EACH wru OURING tHL CILLING PROCESS. WEEKLY AFTER COMPLETION OF FILLING. RESULTS SHALL BE REPORTED TO THE CITY OF TUKWILA. CONSTRUCTION SEQUENC1 1. ATTEND PRE-CONSTRUCTION MEETING. 2. FLAG cLEARING LIMITS. 3. INSTALL ROCK CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE, 6 TEMPORARY SEDWIEWP KAM FIEVATIONS OF SETT/EMENT PLATES SHALL Aft OBTAINED BEFORE ANY FILL IS PLACED. 5. INSTALL PRELOAD MATERIAL. INSTALL DRAI$AGM SWALES AS WORK PROGRESSES. 6. ROUGH GRADE SITE. 7. INSTALL UTILITIES. S. INST\LL TEMPORARY SEDIMENT TRAPS AS STORM DRAIN CONSTRUCTION PROGRTSSES. . 9. FINAL GRADE AND INSTALL PAVING. 10. HYOROSEFD AND MULCH ALL DISTuRBED AREAS NOT TO RECEIVE IANDSCAPING. U. FIVSH AND CLEAN STORM DRAINAGE SYSTEM. 12. REMOVE ALL TEMPORARY EROSION CONTROL ITEMS ONLY WHEN ENTIRE SITE/DISTURBED AREAS ARE STABILUED. N N N 1 • s • v_?!:s? A 1 \ • 4 4 % liP9 's • 23'e 1;9 ei5E-Fa 17eTAiL_ a _14, p tiv i g l ;: tv i e z,a c.AAT F, Ef w eA i.r tr- GI2.AvEL. coI•Je. I. E . 21. e, OVERFLOW 22.5 I Zo.s (se.e. 6A IMSTALL. PE- CONST. PLANI (sEe.. 514T 3 )/1..) _ le ici .57 A PREJOADMONITORING i'rTrA! 7! AIT'.';'.1 FTI P.UAT P! ATFS SHAI! RF :'`BT \ %FM FTORE ANY FI! I. IS PLACED. - WEFKI V \ETER c( EI1.()%: 'IF ET! i '\G. A pT,AN.._.N2T: qP:7 r•; I THE TOPOGRAPHY ANFORMATTON SHOWN WAS OBTAINED FROM A TOPOGRAPHIC SURVEY MAP PREPARED BY BUSH, R011) & HITCHING INC., 00B #B70A6, DATED 5/2A/B7. PAC-TECH ENGINEERING, INC. ASSUMES NO LIABILITY FOR TT S ACCURACY, HOWEVER, THIS DRAWING TS A DILIGENT AND ACCURATE COMPILATION OF THE TNFORMATION CONTAINED ON THAT TOPOGRAPHIC MAP. 2. coNTRACTOR SHALL FAMIITARL7F HIMSELF/HERSELF WITH THE SOILS REPORT PREPARED BY ;Fn ENGTNEERS FOR F.L. HARTUNG. CONTRACTOR 2H\11„ OVER EXCAVATE FOR FOOTINGS, AZ; RFQPTRFD PER SOILS REPORT. 1. TM CONTRNCTOR PROPFRTIFS NND M \ I NT N TN wr FS:1 J V-. :•. 1 , 26 - 113 - K0 C !4, Coovom M 00;4.0tAgr; b ca tuvtuwg cgo VQ..k2POst. 110441 / • MA r }-447. a N'ot s.$) ts.s • :r t. 1 • 7 : HE AE BE RESPONSIBLE FOR KEEPING ADjACFNT AD.TNCFNT STRFFT FRFF OF DFRRTS AND PERT. “N ADJACFNT PROPFRTIFS AT ALL TTMFS. cc I • • 1 1: C.- st tn 25 5 1i 11 L _. 0t\ I .amy 1 swim 1 T. s i,i \ ...._. _ .1 . .____Iiii VICINITY MAP SCALE 1":1/2 MILE : Ii ! N;(1 PRO(*F:IS C:11 ED SEP 1 7 1990 TUKWiLA PUBLIC WORKS • ri*P"0 1 „ 11.! qls RENTON ••••4 IA,' Li ‘46! an LI! 0 � CITY OF TUKWILA APPROVED NOV 5 IKN3 AS NOTED BUILDING DIVISION RECEIVED CITYOFTIAWILA SEP 1 2 190 PERMIT CENTER 2. 1990 Cr • •'A • .1. • • • •••• 41!) SHEET OF 4- , JOB NO 50454. ssIONOVANWINO112•1. 0 2 cr va N a GRAT GRAVE. i * - 2 SUMP AROUND CATCH QASIs TEMPORARY SEDIMENT TRAP FOR CATCH BASIN IIIuI W guano c 0 o . �J p/ �h 4 y- IV, to wau CATCH BASIN TOP VIEW Filter Fabric Material 36' wide rolls. Use staples or wire rings to attatch fabric to wire r by 2' by 14 Ga. Wire Fabric or equiv. r.� : bf 4 ' wood posts, standard or batter or Out I sftelrnrnte: Steel fence posts FILTER FABRIC UNDER GRATE CONCRETE BLOCK Filter Fabric Material 2" by 2' by lot Ga. Wir Fabric or equiv. Provide 3/4` - 1:4" •. - --- washed gravel backliq on both sides of filter Berle fabric 2` by 4' wood post Alt: Steel fence posts SILTATION FENCE DETAIL SUMP AROUND CATCH BASIN FILTER FABRIC UNDER GRATE CONCRETE BLOCK DEPTH BELOW TOP OF BLOCK • MIN. - 2' MAX. 8" Min. a s• a COURSE AGGREGATE --- CVO SCALE) NOTE: ENTRANCE PAD TO BE MAINTAINED IN A CONDITION TO PRE VEN ! TRACKING OF DIRT AND MUD ONTO COUNTY ROAD TO THE BEST EX TENT POSSIBLE. PERIODIC ADDITION CF AGGREGATE MAY BE NECESSARY. aRA VEL CONSTRUCTION ENTRANCE HARTUNG TEMPERLINE BUILDING EXPANSION DETAILS SHEET 1 OF 4 JAB NO 50454 rw q J f . '`l 1 + J .,t +h \� f 4c, f u.. 111111111111111111111111111111111111111 1111 111111111111111111111111 - -. .- :......r 0 IO THS INCH 1 4 5 6 7 8 9 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 91, GI, ail .. 0. 6 9 ! I I ���l�i���i�! ii��ll���iilsl�l�ilicl�i�i��l���liii�lllll��lll�il�l��li���II II�II�III����il�III!l!III !�::'.m+f�'•.... _ ,r , ........ . r..?^" -.:!� .y ""°..'" M . �. .__ tT'":.�: - .mr. s. �� r - . r•K.. o,to•c <.. -., .... z...: r r � s :•:1 II'tII ItI(III IIIIIII III�I�I I.l.I..II.�_II ICI ICI . 10 11 ' ADE IN GERMAN/ 12 ., e Z w 0 ! I II1 11 1 1 11 11if IfIII� II!! II�I�II�iIII,'! , IIIii(. F•Hr►!:;r) \ '; I::F:)1\iF' \TA'rTO\' coyTRnl \'(YT'FS AP:'Po'. T Of TFTT:: EROSION SFnr'1r \'rATrn\ CO \TRoI. (F;;c) PF AN DoFS \(.;•i. (• c , \"TITF'Tf AN APPR( +\'A1. OF PF \F' \T Rn. \T) OR DRAT \ . A 61- r)rslr;`' (r'.(;, `:T:'F \\i) VOCATION of Rc ADs, PTPi's RF'::;'Rlc'1 ('F1 \V \FI : :, PFTFNTION F'ACILTTTr': :, i'TrLTTTFS FTC.) . TiH !\ti,t FMF\r\TTO\ OF 'FHFsF 1=Sr Pi ANS AND TtiE c•() \'::TI'S ( • T T(►\ "\ T \T'F\' \\'('F , Rrt'I \CFMFNT, AND rPGRAPT\:(; OF THFsF F;:t FACT! !ITT':: 1`: rlIF RFSPr)`:SrRiI 1'T'Y OF THF PFR\FI'I "rFF / \'1'r ? \''1 "(' r•vl ! i \I I rO \';;'TRt TS \PPROVFI, 3. THF rtOrNOARTFS OF THF ('I,F \R ? \( 1,r`•1TTS SHOWN ON TUTS PT \\ B! ('1 r \RT Y FT : \r':( :FT) i\' rHF F TFI f) PRTr}R 70 ( •O0'TR1'('TTr)\ . r)I'R FN'r: 1'iiF' CO \; >TR!'f'TE( ►\ PI N T(D, NO DT: :'n RR \\c•F FLFYn \r) THF r'T \(:( :F1) (• i F \Fp1 \(T 'PITT:: S :ii.\l 1 BF PFR'1TTTFD. THF F1 ACr ;T \C SHAH �,► mAI\T \1 \FD BY THF PFRMTTTFF CO \TR \CTOR FOR TTIF r?1'R \T1(: ► nF Cn \STRi'CT'Trr . -1 . TTTF 1'S :( F \(' F I TTIF.. SHOWN ON THIS PLAN MI'T;T tTF ('C)\;;"'i' 1"('TF[) ( :(►\.1l'\'rTTn\ WITH Ali r.T:F: \RI\'(: A\'[) GRADi'r; \CT1 1TTFI:, AND IN SrcH A `t: \ \ \FR \S T4' T\5I'RF THAT SFDT`1F \T IADF'\' WATER DOF:: \nT F\TFR THF PRAT \A( ;F ; :YSTFM OR VTOT.ATF .Arr i ICABI :F WV!? STA \T);Pps . '; . THF F;:(' F A T T I T T T F S SHOWN ON T H I S P1...\ AR F THF' \fT \ T'1r'\? RFQYTRF\1r \'T:: rOR A \TT(TP• \TFP STTF CO'l'PTT'Tr)\::. T)1'R1 \ TNT ;'T? \'.r:TRt'r'TTn\ PFRTOT), THFRF F ^( F \('TF TTT F'; SHAH BY r'P(:T•;APFT; (r .G. \t r TlioN :A1 ':1'MPS, RFi OCATTO \' OF DTT(:HFS AND ! J Fr\('F S :, FTC.) AS \F1'DFT) FOR t:\'F \PFrTFD r:Tr)R'•i F\'F\ :TS. 6. THF F' ^r F'\CTI 1TTF`= SHAH BF T '; FrTFD DA1T Y BY Tt r r'rr' ( Fr /(•O\'TR. \C•rn' .vv) \t \T \TAT\FD AS `:rrF:;S:ARY Tn F \';11PI• TIiFIR ('O\••TT \!•Fr) Ft' ■rT'Tn:'F\( :, 7. 1':\ \t yI"fpT\•r; F:;(' \(F'\SI'RF, \nr RFouTRT \r, r'.•trnI\TF \ !Ti''' ,o\ SHAH BF \DDRFSS:Fn WTTHT\ FTFTFr" \' (T`.) T► \'t R. THF f ::c F \('T1 TTTF :; O \' T \'. \('Ti1'F ::TTFS SH \1 I BF' T \' : :Pr;•Tr:FP AND \? \I \'; \TvFr) A '•11 \T`Ti'`I OF O \('F A \in'i'TH OR t;TTHT \' - Mr i,v, ”()UPS r:(,r t'Ot; ! \C •: SToP \i F\'FN•r. AT No "(IMF SHA1 T `ORE THAN O \F FOOT OF SFDTMF\T F'F \T i Ot:F I T( \('r'!' \it'! \TF RF WITHT\ A CATCH BASIN. ALF r \T(`Ir Ft \ ::T:: AND Cry\ "FY. \ \('F I T \F'`; SHAi:T BF Ci;F. \\FD PRIOR TO P. \1' i \'r, . T'lF '•) F' \\T\( (PFRATTO\ SWAT'. NOT F•i,F'SH SF:'T`1F \T i,. \PF\ a : \TFR r \_FM THF r)OWNSTRF;'t S:Y::TFM, 1 O . ::T \R j T i 7FD (n\STRI'(TTON F\TR \ \('FS AND WASH PADS SHAH RF' I \' ::T \I I FP AT THF RF( ;T\ \TN(; OF CONSTRi'('TTO\ : \\'I) M\1 \T'\ I \'FP F'oR THF' n1'!t• \T 1(►\' OF THF PROJF('T. \Di)TTTON: \1 `iF1::1'RFS MAY RF F:FQt'TRFD T() T \Sl'RF TH. \T aT.!. P: \l'F:F) ARE: \:; ARF F;FPT' CT F \\ FOP THY nt•R \TTO\ (iF' "T'HF' PROJF'CT, 1 I . ANY Prh\1• \ \F \'T PFTr\TTO\ /rFTF \'TTo\ FACILITY t' "Fr As \ 'rF ►R\r'1 !'TAINT; BASIN SIt \I l RF Mr)D1FTFD WITH THF \F('I-^ ::\RV F PosII•'; (`r ►\•TR''): \iF \:;!'RFS AND SHAi 1 PROVTr)F \DFni': \TF S:'T'OR•.r ;r :` \P\r•T'1', . IF ritt ;'FP\I \ \•r \T F \('TI ITY T :; TO FUNCTION ;'i TT\11TF i Y \:: AN r\•FTr'Tp•TTO \' (►o DT:;PFRSTO \' SYSTF`1, THF F \('Ti T1', ' :H \i i \'r'T )'r T'r\1rOPAP'i S(T'rI r\•(; R \ ::i \. NO l'\11FR( ;RO!• \•!1 r i`r \'TT(\ 1' \r1'r, OR S \'STFM W'HTCH BACK;: 1' \F,1 P TNT() \ pnv!► 1 ;:FT) As \ T ►'`iPOR \P \' SETTLING BASIN. i-, t+ :rpr "FF•T)! \'r; FOR TF`1PORARY FRPSTO\ Cn \'TROI TS RF(;)1'TPFr), T'\'.1 ::H 1T ! Br \PT'I TFr) AT AN \PPRnrt' i \T1• P\ ! r ( t ; . 1`: \'! •11 OR PFT?r'\\ T: \T PYF \F'F'1 TFD AT ' PPRO'� r "\ ?' ! '. ! ? , !;FU,_Pr :1 R \t; \Ir't ('Ft FOR TF'\TP(P \RY FPn,^, Tn\ CO\'T''MT ! :: FtFOt' T PFi), TT :'H\!' (.F \r'pj TFr) AT 1 !1T \T4I'M rHT('K' :FS:: OF TWO T \(•Tti ::. CITY OF TUKWILA APPROVED NOV 5 1990 AS NOTED BUILDING DIVISION REC.: dms SEP 1 7 1990 T UKWiLA P ,ISLIc WORK:; RECEIVED CITY OF TUKWILA SEP 1 2 1990 PERMIT CENTER i990 i 0 W e w cc 1 w '4 K N 0 z C3 S 0 4 ti X w t3 Z CO 5 0 - z 4 ''1..1x` lL /Jr • ti F' '' 1 r. • • . • ' G O �. C • •.� SL.'�.5� � • 64 N (Z" .. ZG?5I�' . cc DETEJ TIOIU PI PE WITH M Aktu1:ATUtt e:o SADDLE \ PROPOSED BUILDING Ci3 II ,1't'PE. I T.C. 24.0 F.E. 2,0.70 (r 1?oM O U T51 L7E,. - WA - 6-4. OF C,e.) •,. 3(a "of Cg7 CY.O °/p /' ?AIIZ, VEJJT EXIST. 10 12E MOVE EXIST S1t7E -1n; L AS t2 I 1 g:i\ cr\ cri\ > I J tamsi IQEMOVE EXI517 5/W AS tZEQ'D W r 40' RIVER ,1 V/ROIU M 0 �nJ 0 � 9 CA Q 6' 15 UTILITIES �ASE1EtJT 0 Q L EXISTING UT'ILtT`( t^ASE1✓iE1'T' CB*' Z - r3 ; I.E. = 22.SO,8', ZOO' .61-JORELI J Et.JVIROA. 1•4EuT - ADJUST 7 G12AtE CowSrR.Uebn I4 NOTES: Q REMOVE ExISTING CURES AS REC,ZUIoED. MATCH EXISTING FLOWLINE GRADES 4 SLOPES. I .. EMOV E EX-ISTIK.16 ROCIC.,1 AZY MATCH E.XlSTF '.JG PAVE.MEI'JT 2" HIGH ASPHALT SE R 1 .i Z J L.r. " 9 P:Y (. c 0-5% WM. PIPE [3E00II.IG SF -TALL SE, PER. V•/.S.i::G'.Tl. STD. PLAN E3-18C CLASS "F" SEDEDI tJG F012 PLrEXISLE PIPE IN TREJ'J I-I. THlS rzUN 0P1LY. t2.EYA I IJ 1.JG ST -L)CTUtc rE1 SEE. Al2C I-I IT c.CT3 PLAc.J. • IM■.1STALL. 2.4' GATE ,PER PE L_, OtJ s M PIPE. TO C12OSS OVER eXISTNNG WA'TE.I . MA1t J. IIJ VER-T I .LE..VAT I OKI =,2.0.4 , 18nPi STORM Dk?A1N, TOP EXI5T1 JCa 10" ',A/AT E. . COMT12ACTOW. SHALL VE12-I FY TI0N INVENT Prztor2. TO C.oI•.ASTI.UCTIOLI. STORM DRAIN PIPE TO CROSS OvEP,. E K STLNCx WATER. MAI F.J. 1.E.= 1 9.98 I8"fi STO12J i Pr .AF i4, Top = 18,8 ? EXISTIIJG R2" WA►T e12.COk1YRACTOf SHALL VERIFY 1_0CA T IOW r1`JVE 2' Pl l Oct TO COkiST f OtJ. IZE.MCVE . ICE.F'LAKE. E FEK10E AS l .EC. 'D. REMOVE- E- x.15TtWG UJZB F✓AVE ME�N AS r.Ec/'O. It.JSTALL..- LIKE -1M17. i IL HARTLNG TEMP E R LINE BU ILL �iJG EXANSI ON SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 BAST, W.M. GRADING AND STORM DRAINAGE PLAN 98' L v,8' It wasemmumntimmumacip a 0 4. Y : C EXIST. BUILDING FP- 23.73 4 0' EX ISTNG 1S' v, T P.LINE FOR cmTY OF R LEGEND EASEMENT EXISTING CONCRETE PROPOSED CONC.R .ETE EXISTING CONTOUR„ PROPOSED CONTOUR. L.1 P.XISTINIG SPOT E LE.VATi01.1 tr 1 r - Io "c_ 11 pa 124' L.F. ^♦ 12' /P. 0.20 EXIST. Et5UtLOIt P F 2to . O3 c;51 a, , T Y PV. I r. E. = 2,1.41, 8°¢, IZ"9I PROPOSED SPOT CL. VATION FIRE HYDZANT (E X) E X I ST I tJ G CATCH E3AS I tJ PROPOSED CATCH SASIN EXISTING MANHOLE PROPOSED MANHOLE ExiSTING UTILIT'C LINES (AS NOTE.-D) PROPOSED STORM Li N DIRECTION k SLOPE or PROPOSED FLOW LIGHT POLE CoFZ.I2,uGATED POLYETHYLEKIE PIPE PE12 ADS Ole APial2OVED EQUAL S7EEL..- SPMAL_ IIIE, PIPE. PAVEMENT SE.0 'IO J, LE.TA.IL'A.', SEE. 5r4E.E'•1• PAVC.MEKIT SECTIOti,I, DETAIL '!r5' {SEE SR-�EJET • +4 10' g2' L.F ^' IZ "/0O.ZO7 CJ3*5,TYPE I T.G. - Z 1 I.l ...21.1G, 12 "/ FLAN NOTES cotQs "1c' UCT iom NOTE CCOI.I•r.) : V C1=3 i4,TYPE T.G= 24.9 I . E.. 20.98 "/,15Y GRADE AS . GZ'D To MAINTA'M 1.0' OF COVER. STORM :t2.AIN TO CROSS OVER.. EXf51 WAT E .. CONTtzAC.TOI2 SHALL VERIFY LOCATION 5 INVERTS PPIOP. TO CONSTRUCTION. t•.IOTIFY EKIGIKJEER OF AMY DISCI?c.PANClES. MAILITAit• 0.5' MINIMUM CLEARANCE.. T5 EXIS T IPJG TRAFUFOlRME12/ POWSPE. VAULT TO 8E ADJUSTED 1_0 G12ADE. OF2 eEL.00ATED L3`e OTF- 1E''5. VERIFY ACTUAL LOCATID1' J . ADJ U5T DfZIVEWAY LOCATION AS IZEC,;,)UIt2ED. MAlhJTAIN 3' CLEARANCE. 0]) INSTALL SIDEWALK. 1°I CITY OF TUKWILA S TAP JDAR2.D5, MATCH E.X.I5TIt.JG. !REMOVE E}CIS'Tlte.lC-,t E.XTI2UDEO CURS 12tEM0VE E.XI iT1NG DRIVEWAY t DEPRE55EO CUF28. IN VEK?T ICAL CURIA. PER. Gri 0F= T'UY...WILA 1. VERTICAL DATUM: CITY OF REITON = U.S.G.S. Pl:G.V.D. 2. FROM F.I.R.M. FLOOD INSURANCE RATING MAPS, EFFECTIVE DATE MAY 5, 1981, THE 100 -YEAR FLOOD ELEVATION FOR THE GREEN RIVER a 28; DATUM N.G.V.D. 3. UNLESS SHOWN OTHERWISE, DIMENSIONS TO STORM DRAIN STRUCTURES ARE TO CENTERLINE OF STRUCTURE. 4. THE TOPOGRAPHY INFORMATION SHOWN WAS OBTAINED FROM A TOPOGRAPHIC SURVEY MAP PREPARED SY BUSH, ROF.D +5 HITCHINGS, INC., JOB 887086, DATED 5/28/87. PAC-TECH ENGINEERING, INC. ASSUMES NO LIABILITY FOR ITS ACCURACY, HOWEVER, THIS DRAWING IS A DILIGENT AND ACCURATE COMPILATION OF THE INFORMATION CONTAINED OW THAT TOPOGRAPHIC MAP. 5, Sk,E ARCHITECT'S PLANS FOR SITE DIMENSIONS. t . rJ KO O' L. F. -15" I¢ O.Z% I E(:A1 )FSCRTPTI()N PARCFI. A 1.OT I OF CITY OF RFN'TON SHORT PLAT NO. 346 -79 (T & W EQUIPMENT AND HOW('() INVESTMENT SHORT PLAT), RECORDED UNDER KING COUNTY RECORDIYG NO. 7907169001 BEING A PORTION OF GOVERNMENT LOT 2 AND THF NORTHEAST QUARTER OF THF NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 3 NORTH, •RANGE I EAST, W.M. , IN KING COUNTY, WASHINGTON. r l/2') 112 F H ` T'- 1� ,� (` ( I.E.. = 20.8 CN CS3,TYPE I T.G.= 24.0 20.GG, I5 "fi N \ REMOVE E;.X (5 LX TRt.10.D CUR AND M ATc H E x t s'r PAVE M tll'T T 0 F- 4 / 4 , h Cn Q- oc 6Z 8G GZ 9Z SZ 'E £ Ifillilll�lli ►IIlIIIIIiIII .(•. +.'_'J'. �..•'..; ..,r. .:S i.. - ::" :. ..�. ='.r ..:.' J vi:. Y'., 'w�. r �:I -{ C mi l' - •f 1i - - - .: , V• ±' ...:..1." :.. - .r ....•,. ..vl .>. ,. A. ._r ... ... ... ... .: ...: - .:_ a. •. 1.. s•. - d 4 'i:Y ,1.'. 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I.E. n 1 A 1NBTALL 'TFAH RACK PER DETAIL ON SHEET 8I0FILTIZATiO1' -J SWALE. h\ SEE sE.C.T10K1 '6-13' SHEET �. 1 3'; - I ,. e � ',' 11 �LUTtga'}'t$ .icii�- ! , , i t \ ‚ ' �� •fir �;,.��i� t `� .. ��, ,., , , t VICINITY MAP - 12OCKER2Y PER. DE-TAIL SCALE I 1/2 MILE ON SHEET 4 . c S 2, TYPE - 54 TG.. 25.5 IE 20.00, 3Co"9‘ - G4 11 )(43" CMP ( 1EEL) DETENTION PIPE e.2/3'1 % CORRuGATIOI`f , 12 GAUGE(MI tJ.) 3 each 170.0' L. F". CBI TYPE Jr -72 "o RIM = ZG•0 1E 2.0.50, 18" I1E: 20. 00, 3G' t SEE DETAIL ON SHT. 3G" s/n 0.O7 4 HIGH cYCLQNE FEr JC E L2, • s 1 Y U) m 4) 0' `ii . Race, ; Trac k . RI 'N'3: Wes- - -... lit al SITE RENTON SHEET 3 OF 4 JOB NO 50454. CITY OF TUKWILA APPROVED AS NOTED BUILDING DIVISION TUKWILA PUBLIC WORKF- RECEIVED CITY OF TUKWILA PERMIT CENTER 0 DETAIL A FOR, DRIVEWAY a TRUCK TURNING AREAS NOTES'. 'SIANDAILA at -141NA MN • 1,04 -i G 4 GoVeJG IV MIN Dl:PTN C( *Pi'4-Tip P(Prl~ Dej6: ll NOTES 7 - 3" MIN, COMPACTED DEPTH CLASS '6' ASPHALT CONCRETE. a' MiN. COMPACTeD DPTr± CRUSHED SURFACING TOP CouR5E 4" MIN. Cot1PACTC.O DEPTH CRUSHED SURFACING PASS COuR,SE 8 MIN. COM PACTEO DEPTH € LBBASE MATERIAL To ns T1D►•1 �i� t7eJ4�( 14; GNP 1eisER 144.1• "y'TSEft re Q.G. wiIELD D(n.. Boa 1•91 P p4. `,+> P 6 j Bottom hinge. (180° sang) Std fop he (180 swing)'\ I --- 1 i) REFER To _W5.0.OT. STANOARD PLAIN! L-3 .FUR. /\ODITiONAL INFORMATION. REF TO STANDARD SPECIFICATIONS SECTION 8Ha FOR SPECIFICATION'S, PAVEMENT SECTIONS NTS I ?" routst section concrete Closs C N TS F.EA bi E Lot-04 A LAD (U R. E.D "DRMN "1 lAch.INtrea pveg 2-4' ECLt4411 s..1PENINCI PIET E:MfnOA) TAINK- . Tim 2 CB, .'1E lop ' t- ��ER , 3/.; Q MIN ,6A E- itATtglAer 4 e4Adie A3 T Mk @COED i R. f1) ED 1•D 1At4 MAX. Wf....010 "Tae l(e l4ot'4E`j•. t• 1.DhAmt4 kte-K<9 Ads Ijl () TO B(zl+J(.1 f ,!-4E. iz Llt<rd . ^� lrt L A.thrEfa.tA•Ih t) 8E A AL.VAN IZ ED 4 AMSP.IALX LokiTep tute.ATMeiJ'r 'Dv BIEi[lt~it. Mdvr be. we-Amp -Fog- Mi tl;fre.oivb..a t{(ALC.LEt7 ACCESS RISER mterarfflrr ttr 1rraiimmir-tH dttf= _1iI .in 17, 11Er'VT 0, 0 FOR suSBA5E MATERIAL DESCRIPTION REFER 'TO THE SOILS REPORT PREPARED BY GEO ENGINEERS, FILE #• 139G, -01-2, DATED SEPT. 2, 1988. DURING WET WEATHER CONSTRUCTION , SUBBASE DEPTH SHALL BE INCREASED TO 12." M;rl. COMPACTED DEPTH OR V -1ORE. REFER `t' SOILS REPORT LL=NGTH NARK -S PER PLAN{ DETAIL B FOR CAR PARKING AREAS CHAIN LINK FENCE NTS 2" MiN• COMPACTED PEPTH CLASS "13" ASPHALT CONCRETE 1 72" COMPACTED DEPTH CRUSHED SURFACING 'TOP COURSE 2%" MIN. COMPACTED GcPTH CRUSHED SURFACING BASE COURSE - 8" MIN. Cold VACTi✓D PE.PTH SU BBASE MATERIAL_ SIDE FILL MATERIAL SHALL BE LEAN GROUT To BOTTOM OF PAVEMENT ��' t �r =err I lr =�t ran lTl� l nr�tr n mrr ".a!< 12 round section 4 .= concrete Close C MEI BACY.FILL (SEE SPECIFICATIONS) 4" PERFORATED DRAIN PIPE • PEA GRAVEL ROCKERY DETAIL TOP ELEvATapIJ PER PLANS TOP OF WALL PER PLANS- NTS 12" I2" round section -. concrete Class C tIt I �. SECTION A A Y 40 INCHES NTS 1 3' MIN. 0 •c7 . o' . O -..AIM.►r. ..►.■.. IMO 411111,411KIIIIP.111,41/14S/V.111111 .:11117:1H7 fl 4' MAX. 12" MIN 2:1 MAX. SLOPE -- GROUND ELEVATION PER PLANS PROPOSED PAVEMENT SEE DETAIL TH16 SHT. S LOTTED DRAiN 12' Q PIPE, Z.' /y" GRATE HEIGHT. INSTALL PER. MANUFACTURE 5 REGaLlisteviE NTS. Ex1STING GuRE3 EXISTING PAVEMENT EX isTI NO GROUND REFER TO WSDOT STD. PLAN S - It3c FOR TRENCH CONSTRUCTION. WATERTIGHT CONN ECTII.; G BAN C) Z" MAX• RESTRICTOR PLATE w/ ORIFICE PER PLANS MA'.) DETER ►TON 3G,' ? IPE ELBOW DETAIL NTS ORJFICI *;` '5.5" 0 �L. x ?2.Oo DETENTiON V PIPE V CO - TYP� l"1 - r2" MAX. 3G"9 I' N'Ilhl• FREESOARD I' MIN. D.PTH GROUT ( 'T•P) G; so ELBOW w/ ORIFICE PER DETAIL. RISER PIPE I 3 (2 MAX) BIOFILTRATION SWALE CI O BI B NOTE: USE THE FOLLOWING SEED MIX FOR GRAS'S -LINED SWALE PER 2,000 SQUARE FEET OF AREA: + 8 LBS. OF SEED - 80% FESTUCA PRANTEOUS (MEADOW FESTUCUS) .- 10s ARGOSTIS TENUIS (COLONIAL BENTGRASS) -- 10` TRTFOLIUM PRATENSE (RED CLOVER) + 7 i.H::. 1P FERTILIZER 10-20 -10 (N--P -K) 1- 50 LBS . OF WOOD CELLULOSE (FIBER MULCH) SCALE : I = 5' 0.5 MIN. ELEVATION CB it K u) PLAN VIEW I 5` 9 I r .... " - ^" .-- "• - 4 \ I EXISTING CYCL,O 'JL FENCE zo -_-. ► S z VIEW -18" RISER NOTES: etc rEf1 1. "51ANOAtte) PLAN" R13FER.5 To THE 5TANI7ARD PLANS FOR ROAD AND BRIOGE CoNSTKUC1tON AS PftQPAREQ S''(' IUE WASHINGTON STATE OE.PAR'IMENT OF TRAM :POR`rATNO1J. REFE TO °.`17P. PLAN Z. Evicept os nhown Cr noted, units ehrl s constructed in accordance with the requirements for Cote Eosin Type 2, 54" rHchurt diameter. 3 For details showing Grade fang, Ladder, Steps, Handholds and Top Sobs, ere Stondurd Plan "Misessoneous Catch Basin OetoJs ". 4. %" demater stainless steel exponslon bolts 5. The reeirlctor /separator and pipe exports Mai be of the some rr.atsriol and shod be fabricated :tom 000" akminum or .064 aluminized Mee or .064" odvonized steel pipe In accordance with AASHTO M 36, AI 198, id I,7 and M 274. Galvanized steel shoe have Treatment 1. O. Outlet shall be connected to culvert or sever pipe with o standard aouptng bond for corrugated metal pipe or grouted into the belief :oater•te pips. 7, The vertkat riser stem of the Rsstlktor /Separator shoe be the same odometer os the 1. lwrirontoI outlet pipe with o 8" minimum size. 8 Frame and ladder or steps to be offset so that' A. Cleonout gate is vhsbl• from top. B. Climb -down space is cigar of riser and cleonout gate. C. Frame is clear of curb (if any exists). 01. Multi- orifice elbows may be located as shown or of on one side of riser to assure fodder diorama. Size of elbows to be determined by the Engineer. 10. Cleonout got• /Shear gate Aluminum alloy per ASTI4 B- 26- Z0-32o or cost Iron ASTU A40 Claes 308 os required. Lilt Handle either solid or tubing with adjustobte hock of required. Neoprene rubber goskets required between flanges. II. Alternate Cleonout ates /Shear gates to the design shown on tinsel 2 ore acceptable provided they meet the matsrldspepiflcetions obo-re and have a six bolt, 10 bolt circle for bolting to the flange connection. - LID "` - SHEAR GATE PER STD. PLAN 5 -3 STEEL PLATE. w/ SOLT HOLE PATTERN MATCHIN(3 SHEAR GATE. CONTINUOUS W EL.D TO 8 STU \\ g "�STU13 LENGTH AS REQUIRED, WELD To R (5E€; MATCH INVE RTS, 18 "$SSR 1. CMP OR CPEP CMOOTH INTERIOR END - SECTION SHOWN; FOR CONCRETE PIPE BEVELED END SECTION, SEE KCRS DWG. No. 11. 1.11 SCALE : I" =2 I 2. ALL STEEL PARTS NIlJST BE GALVANIZED AND ASPHALT `) COATED (TREATMENT 1 OR BETTER). W t1. O 1' MIN. R I M EL. =20.00 LIFT HANDLE OVERF_ QW EL. = 23.58 IE = 20.50 SEE NOTE 3 ASOVE ORIFICE #I RESTRICTOR PLATE w/3.4' ORIFICE '3/4' dia. SMOOTH BAR W/ ENDS WELDED TO BAR FRAME\ -74zzza NTS 1 i PIPE END SECTION " - PIPE. COUPLING \ ADAP AS REDUIRED FOR CONCRETE PIPE - 22 MAY BE REMOVED 4' O.C. MAX. BAR SPACING 3/4' dia. BAR FRAME 3'-5' FOR 18' dia. 5'-8' FOR 24' dia. 7' -9' FOR 30' dia. AND GREATER - .2'x5' ANCHOR STRIP° WELDED TO 3/4' dia. BAR FRAME. 4 PLACES SPACED UNIFORMLY FASTEN w/ 1/2' GALV. OR NON CORROSIVE BOLTS & NUTS. ''TRASH RACK DETAIL � t f ` III` IIIIIIIII 'IIiIII j' L JJ LIIJIIILI I ° �'� IL ' I I 'I iII � III I' LI f'� `i' i L ► I � I � I � I � I III I 0 Se THS INCH 1 2 3 I 4 5 6 7 8 t� NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original doctment. oe 62 BL LE 92 52 EE 22 le 03 6L tat 41 51 5L VI EL EL i J I I `` 1 I II ( j ��I� IIi! Mi111111, iII, I ,il1IiIIIiIIL,IIIillIIll�llliil 11 11IIIIIIIIi, 1 11 IiI1111111IIHIIIII�IIiIItIiIIIIIJIIiIIiIIIIiIIiIN III! iJIIIIIIiiiII111IIIIIII111IIIII Ii IIiI1IIlI1i1111III11 0 g ' t J : � t L { L 01, 6 8 ff lllll41�111�1111 ,JIlIIIill 1119illill��Illlil ,ilIlllilllllll J �.rrr _-•,%,.� ' ..:x I . ::.. .., ... . II I II' I' I ' I' I'I'I'I'I'I'I'I'i' 10 11 MAOEe4GERM ,4Y 12 0 Z t ww IIIIIiiilI111111111IIIIlIIIlII111illlll� _ 2.G _ Zo 1 8 1. • CONSTRUCTION NOTES A ALL CONsTRUCTtcN 3 SMALL MEET THE CITY OF TuKWILA STANOAROSALJD THE "19f, STANDAKO SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O,T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBi.IC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WI1 REQUIRE WRITTEN APPROVAL FROM THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 3. A COPY OF THESE APPROVED PLANS MUST BF ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. LFFORE' ANY CONSTRUCTION OR DEVELOPMENT ACTIVTTY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF Ttii :WILA, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. IT SHALL BF THE APP!•TCANT' S /CONTRACTOR'S RESPONSIBTi TY TO OBTAIN Al EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS -OF -WAY. 6. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. 7. All ROADWAY SUBGRADE SHALL BF BACKFILI.Ef1 AND COMPACTED TO 95% DENSITY. WSDOT 2 -06.3. 8. ALL SEDIMENTATION ER(SiON FACILITIES MUST BE. IN OPERATION PRTOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BF SATISFACTORILY MAINTAINER UM! CONSTRUCTION IS COMP) ETE11 AND THE POTENTIAL. FOR ON-SITE EROSION HAS PASSED. 9. At I. RETENTION /DETENTION FACILITIES MOST BF INSTALLED AND TN OPERATION PRiOR TO OR IN CONJUNCTION WiTH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE \PPROVF•r) BY THE DEPARTMENT OF P1'RI.IC WORKS. 10. THE CONTRACTOR SHALL BE RESPONSIBi E FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FI.AGGERS, AND ANY OTHER NEEDED ACTIN'S TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY TN CONNECTION WTTH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07.23 - TRAFFIC CONTROL, SHALL APPLY. 11. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION TN ACCORDANCE WITH WSDOT 7- 02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL•, AND ANY REQUIRED PIPE BEDDING, TI(N)140R;41 FORM GRADE SO THAT THE PIPE IS SUPPORTED BY A Y DENSE CNYIELDTNG BASE. ENTIRE 12. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 13. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/•10% - 70% PASSING; 2 " -4" ROCK / -40% PASSING; AND 2" ROCK /10@ -2O% PASSING. 14. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF THE UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THIS PLAN. UTTLTTY LOCATIONS WITHIN PUBLIC RIGHT -OF -WAY SHALL BE VERIFIED BY CALLING 1 -R00 -424 -5555 PRIOR TO CONSTRUCTION. 15. IF WORKER:, ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MiORE IN i)EP THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF SECTION 2- 09.3(3)B iT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE CITY ASSUMES NO RES PONSTBTLTTY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. 16. UNLESS SHOWN OTHERWISE, STORM DRAIN PIPE SHALL: © A. PLAIN CONCRETE OR REINFORCED CONCRETE PER SECTIONS 9- 05.7(1) AND 9- 05.7(2) RESPECTIVELY, WITH RUBBER GASKETS PER SECTION 9- 05.7(3). B. STEF1. SPIRAL RIB STORM SEWER PIPE PER SECTION 9 -05.9. C. CORRUGATED POLYETHYLENE PIPE SMOOTH INTERIOR, N -12 PIPE PER A.D.S., INC. OR APPROVED EQUAL. CITY OF TUKWILA APPROVED NOV 5 1990 AS NOTED BUILDING DIVISION RECEIVED SE P 1 7 1990 TUKWiLA PUBLIC WORKS RECEIVED CITY OF TUKV ILA SEP 1 2 1990 PERMIT CENTER '2. 1990 51 w 3 3 4 T • t,l oh r(tsl,un,. tt SHEET t OF JOB NO 50454 _.-- SAM- - t ) " W • 0 22 wra LEGS D • • EXISTIKICI SAiJ. SE.WE2 PROPOSED SAW. SEWEIa EX)STIIJ WATER. PF?e" ")SED G.O. C.O- X 157'tl�1C� FIR.E NYD2AKJT Ex 15x11.1 CO1J 1'OL)2 r ot~'' ©sV C4h.JTOUt� EXI�1 5 OT EL.EVATIO?J teo 5E.D 5TOI2M 3E WEF2 ATBM-4 CHISELLED SQUARE CORNER OF CURES EL.= 2co.o7 EX. C.(D. PROPOSED BLDG. F F= 2.8.00 PROPOSE G.O. RIM = 25.4- I.E. = 17.95 5 gslegu aseraffelwavimmulamtsce 22 42i 5' A EN 0 c �!✓enSE t ✓,ENT 6i" 3+45 10' SAKI. SEWS''!..' EASEMER.IT PI JVATELY OW/QED AND MAINTAINED 0 0 0 m W RI1 Cn 0 : z k/ i� P1ZO POS ETD C.O. RIM =27.'7 I.E. = 18.5 C Ss�,hl. U VIDEK 5TO13 I.1 7g G" 5 I E: eo•G s.o. EX. C.O 7' DEEr To E3E REMoveo iO " 3 O O EXIST. WASTE OIL DUMP A STA 3 +3o, Z.5' I...T PROPOSED S.S. Ke1.1-1. RIM = Z4.0 ± I.E. = 17.2O,C I.E. = 17.00± EX.8" CQNTQ,ACTOR SHALL. V t_OCATIQN INVERT PRIOR, - ro CONSTRUC ION, NOT1FY ENGINEEr.. IF ANY CUISCREPAN CIE' SAN - • EXI5T11.IC7 WATER ESMT. Pt2 CITY oP RE -ITON Ow3. A - 519 VICINITY MAP SCALE: I" = /z. MIL a) f EXIST, HOPPER. EX. EXI5TIK.IG 1301LDINIG 1 r tqy 6 - PROPOSE -C3 STORM ! 7 - ..7.-- . -- '---.-:...-,..---- • - 'EXIST. WATER. VALVE MANHOLE t. )<t ,1 WATER MANHOLE wf ME"TE12 + 00 i X- N 88° 13 coca" w 3G 2 -3G' 15' SAIJITAR.Y EASErAEKIT OVEte EXI5TIRJG SEWER. TO I!3E [DEDICATED TO THE CITY OF t ENTC».1 1+00 to ` ~_._ _ 'F ___- SAN - -• x A PLAN NOTES: 1. VERTICAL DATUM: CITY OF RENTON = U.S.G.S. = N.G.V.D. 2. UNLESS SHOWN OTHERWISE, DIMENSIONS ARE TO CEN'T'ERLINE OF STRUCTURE. X EX. C.O. II. 2' DEEP 3. THE TOPOGRAPHY INFORMATION SHOWN WAS OBTAINED FROM A TOPOGRAPHIC SURVEY MAP PREPARED BY BUSH, ROED, & HITCHINGS, INC., THEIR JOB NO. 87086, DATED 5- 28 -87. PAC -TECH ENGINEERING, INC. ASSUMES NO LIABILITY FOR IT'S ACCURACY, HOWEVER, THIS DRAWING IS A DILIGENT AND ACCURATE COMPILATION OF THE INFORMATION CONTAINED ON THAT TOPOGRAPHIC MAP. 4. SEE ARCHITECT'S PLANS FOR SITE DIMENSIONS. L a CONSTRUCTION NOTES: 2a. SANITARY SEWER MANHOLE TO BE CENTERED OVER EXISTING 8 INCH CLEAN -OUT. SEE CITY OF RENTON STANDARD DETAIL 5.1.3. 3 1.5 FOOT MINIMUM CLEARANCE TO BE MAINTAINED BETWEEN EXISTING WATER AND PROPOSED SANITARY SEWER, OR SIDE SEWER TO BE DUCTILE IRON WITH CONCRETE 5_1-ENT10 FOOT EITHER SIDE OF CROSSING. EXISTING SANITARY AND WATER LOCATIONS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. IE. = 20.3 +, EXISTING WATER; IE = 18.17, PROPOSED 6" 55. X I XI5T PUBLIC UTtL1.TiE5 C -ASf =t -TENT PEIQ- REC • No. 9oo426o' 06 6Z 84.' L 9G 5Z 4 73 CZ ZZ tZ Oz 6t 8t 61lI11 111 111111111 1 411111i►61111 4l� fi 11111 WI,Oi�ii�4111111 0!11110MMIIIIIIIMIIIII ��III II II'III'I'J'I'II IIijili��lijili��I° aL HINT I pi l milluirlipplimitillImpiqtII }iiijiIiI� 1 1 1 1 1 111111 0 16 THS INCH 1 2 , 3 4 5 6 7 8 9 10 11 mADEINBIPMMY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 9 L 9 S +7 E Z t wr■ 0 I + . 111111111 111111111 11I111i1l1111I1111 011111111/1 111I��I111i1111111 !I 11III1 1111I�iiil EXISTING 8 INCH SANITARY SEWER SHALL BE CHECKED FOR POSITIVE SLOPE AND ANY MAINTENANCE TO BE PERFORMED PRIOR TO DEDICATION OF EASEMENT AND SALE OF SEWER MAIN TO CITY OF RENTON. T.V. INSPECTION WILL BE REQUIRED PER CITY OF RENTOiW. SEWER MAIN REQUIREMENTS: MINIMUM SLOPE 0.5% IN ALL LOCATIONS JOINTS DO NOT LEAK REMOVE EXISTING EXTRUDED CURB AND PAVEMENT AS REQUIRED, REPLACE WITH LIKE KIND PER CITY STANDARDS. RETURN TO EXISTING PRE - CONSTRUCTION CONDITION.. � 9 ITC. 5 0+07,5 PROF. S.S. E5 M'T = 5TA 140(3.5." Ex-. c, EASEMEt -I`I' ex 1ST: S" SIDE SEwE.IZ. DEX. SAW. MN 1ZIM = 23.95 I.E.= 11.70 MHO'S, STA - 140 - 1 S,S. PLANS , 5- rio CITY RE.NTON, NOTE AS SU %LT PLANS OPICT AN IE= i2.OI. CONTRACTOR SHALL VE.IZIFY I1.IVER PRIOR T'O COHSTRucrrioN. • 1. - LEXIS - i - . PUC3LIC UT1LITiES EAsem NT PER. REC • No. - i11UO5o3 0 tn i uz)i to" 5.5 SCALE: 1" r. '0 1 to N BUILDING DIVISION 6 2 111 • A 040Q - - INTX Q PROPOSED S.S.EASEMENT 4r Przc lg -fU KKWI APPROVED NOV 5 1990 AS NOTED RECEIVED SEP 1 7 1990 TUKWILA r't -IDL IC WORKS RECEIVED CITY OF TUKWIL& SEP 1 2 1990 PERMIT CENTER SEP 12 1990 '1 . ;W A MEE SHEET? OF 2 . JOB NO 50 100' SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK NATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT- OF•WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.N. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRl1ING RY THE DEPARTMENT OF PUBLIC WORKS AT 235.2620. ALL STREET CLOSURES, PARTIAL OR FULL SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NSTANDARI) SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD 4 4FDI CIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO ETARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARMEMT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY CF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED KY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON WTI $P 0t$ 0 T Ft .I t . '� Y vi')'; A . RU101e s 11iYmmt 171i(*tH +UF 6 INCHES, E,AXINIUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACM,'LAYU 'TOE 95 mottitift4 Ir1a1IL7f401 T L YENS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THIS PIPE OR TO TIE SIDE OF THE TRENCH. MATTE AL$-49 1V T+TIOTLL OVER PIPE SHALL BE THE SANE AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL OE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH RUST BE PLACED IMMEDIATELY AFTER SACKFUL AND COMPACTION. A PERMANENT NOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE CONPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7.02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS so. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA COYER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 18. EXISTING SIDE SEWER LOCATIONS PROVIDED BY CITY OF RENTON AS -BUILT DRAWINGS FROM APLJCATIONS FOR SEWER SERVICE, FILE NUMBERS 2177 (1979) AND P5842 (1984); 19. OWNER /DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING OFF -SITE EASEMENTS. HARTUNG TEMPERLINE SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. P RO PO5 E o ------ OE-. ooU(3t_E GI -IECK vALSIE. 1 sT — -- --� II S's EX1S"T1f`1G BUILDING I . L E !-- - - - - — --1 S.W. 43rd ST. —SS T ir e,LOQ. 1 I EX'S 15' WA LINE EASEMENT cc 0 awl raa ss L — SS , EX . 15 I I /� PUBLIC UTILrrIE sAsSmewr I I o ff'_ -- CITY OF Re NT ON ExI5TING MH S -170 --- EXt'STtu\Ic 15" PUSLtC UTIL1115$ E ASEMENT cl z 0 w 0 0 16THS INCH 2 fi 0 6 6z 96 Lz 9Z sz 4 7Z CZ zz lz 0z 6t 01 LA 91. Gt et zl I 4 01 ( IIII IIIl1111II11l1Ill!!Fill!ll I!IIII111IIIIIIIILIII1 1111 11110111111111111111Ili 11!I! 111111111111f1? i�il!! lll 111!IIIl11111111411111,1l!IIIII ! IIIIIIIIII111 11111111111111111IIIIII11111111 !111111 1111111��111IIII�111111 111�III�I(I�IjI�L�° :1'I> i(�;��I�i r�If'' ��Ij�III( IjI�I I�I�IIIiI��IIII ,I�1�� I,I(IIrIIiI�IiITri111111111 4 5 6 7 8 NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the dpriginal ttocument. 111I111I111I I IIi111Ih11 IIIl I I I1I III 10 11 W;DEEMOEIIN44Y 12 ST LEGEND SCALE: I': %2MILe. PROPOSED STORM DRAINAGE PROPOSED SANITARY SEWER � F , + PROPOSED FiRE HYDRANT W PROPOSED WATER MAIN EXISTING WATER MAIN SS EXISTING SANITARY SEWER ST EXISTING STORM DRAIN CITY OF TUKWILA APPROVED NOV 1990 AS NOTED BUILDING DIVISION RECEIVED SEP S.'; 1993 TUKWiLA PUBLIC WORKS RECEIVED CITY OF TUKWILA SEP 1 2 1990 PERMIT CENTER ?. i99! w M NC z 0 (1) w eic I . ;W A MEE SHEET? OF 2 . JOB NO 50 100' SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK NATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT- OF•WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.N. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRl1ING RY THE DEPARTMENT OF PUBLIC WORKS AT 235.2620. ALL STREET CLOSURES, PARTIAL OR FULL SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NSTANDARI) SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD 4 4FDI CIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO ETARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARMEMT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY CF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED KY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON WTI $P 0t$ 0 T Ft .I t . '� Y vi')'; A . RU101e s 11iYmmt 171i(*tH +UF 6 INCHES, E,AXINIUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACM,'LAYU 'TOE 95 mottitift4 Ir1a1IL7f401 T L YENS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THIS PIPE OR TO TIE SIDE OF THE TRENCH. MATTE AL$-49 1V T+TIOTLL OVER PIPE SHALL BE THE SANE AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL OE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH RUST BE PLACED IMMEDIATELY AFTER SACKFUL AND COMPACTION. A PERMANENT NOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE CONPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7.02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS so. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA COYER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 18. EXISTING SIDE SEWER LOCATIONS PROVIDED BY CITY OF RENTON AS -BUILT DRAWINGS FROM APLJCATIONS FOR SEWER SERVICE, FILE NUMBERS 2177 (1979) AND P5842 (1984); 19. OWNER /DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING OFF -SITE EASEMENTS. HARTUNG TEMPERLINE SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. P RO PO5 E o ------ OE-. ooU(3t_E GI -IECK vALSIE. 1 sT — -- --� II S's EX1S"T1f`1G BUILDING I . L E !-- - - - - — --1 S.W. 43rd ST. —SS T ir e,LOQ. 1 I EX'S 15' WA LINE EASEMENT cc 0 awl raa ss L — SS , EX . 15 I I /� PUBLIC UTILrrIE sAsSmewr I I o ff'_ -- CITY OF Re NT ON ExI5TING MH S -170 --- EXt'STtu\Ic 15" PUSLtC UTIL1115$ E ASEMENT cl z 0 w 0 0 16THS INCH 2 fi 0 6 6z 96 Lz 9Z sz 4 7Z CZ zz lz 0z 6t 01 LA 91. Gt et zl I 4 01 ( IIII IIIl1111II11l1Ill!!Fill!ll I!IIII111IIIIIIIILIII1 1111 11110111111111111111Ili 11!I! 111111111111f1? i�il!! lll 111!IIIl11111111411111,1l!IIIII ! IIIIIIIIII111 11111111111111111IIIIII11111111 !111111 1111111��111IIII�111111 111�III�I(I�IjI�L�° :1'I> i(�;��I�i r�If'' ��Ij�III( IjI�I I�I�IIIiI��IIII ,I�1�� I,I(IIrIIiI�IiITri111111111 4 5 6 7 8 NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the dpriginal ttocument. 111I111I111I I IIi111Ih11 IIIl I I I1I III 10 11 W;DEEMOEIIN44Y 12 ST LEGEND SCALE: I': %2MILe. PROPOSED STORM DRAINAGE PROPOSED SANITARY SEWER � F , + PROPOSED FiRE HYDRANT W PROPOSED WATER MAIN EXISTING WATER MAIN SS EXISTING SANITARY SEWER ST EXISTING STORM DRAIN CITY OF TUKWILA APPROVED NOV 1990 AS NOTED BUILDING DIVISION RECEIVED SEP S.'; 1993 TUKWiLA PUBLIC WORKS RECEIVED CITY OF TUKWILA SEP 1 2 1990 PERMIT CENTER ?. i99! w M NC z 0 (1) w eic r vs = zo EXI5TING FIR HYl7. (TYPO 0 ' o' o' r 0 0 15' UTILITIES EA SJT a "SEE MECHANICAL PLAN FOR LOCATION Pletol2 TO CONSTRUCTION. 1 2. 3. )1 4. 5. PLAN NOTES: O MATCH EXISTING SIDEWALK. EXIST SUILDIMMG 4 0 CONSTRUCTION NOTES: I REMOVE EXISTING SIDEWALK AS REQUIRED. INSTALL CONCRETE SIDEWALK AS SHOWN PER CITY OF TUKWILA STANDARDS. (J POSSIBLE CONFLICT WITH THE EXISTING WATER MAIN AND PROPOSED STORM DRAIN. CONTRACTOR SHALL VERIFY ACTUAL LOCATION AND INVERT PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF FINDINGS. ry 01� tie I . VERTICAL DATUM: CITY OF RENTON = U.S.G.S. = N.G.V.D. UNLESS SHOWN OTHERWISE, DIMENSIONS ARE TO CENTERLINE OF STRUCTURE. THE TOPOGRAPHY INFORMATION SHOWN WAS OBTAINED FROM A TOPOGRAPHIC SURVEY MAP PREPARED BY BUSH, ROED, & HITCHINGS, INC., THEIR JOB NO. 87086, DATED 5 28 -87. PAC -TECH ENGINEERING, INC. ASSUMES NO LIABILITY FOR IT'S ACCURACY, HOWEVER, THIS DRAWING IS A DILIGENT AND ACCURATE COMPILATION OF THE INFORMATION CONTAINED ON THAT TOPOGRAPHIC MAP. SEE ARCHITECT'S PLANS FOR SITE DIMENSIONS. DUCTILE IRON PIPE SHALL BE POLYWRAPPED PER THE CITY OF RENTON STANDARDS. 6. CONTRACTOR SHALL VERIFY IRRIGATION METER SIZE PRIOR TO CONSTRUCTION. 7. CONTRACTOR .SHALL VERIFY WITH MECHANICAL ENGINEER THE D.D.C.V. ASSEMBLY SIZE PRIOR TO CONSTRUCTION. 15 Ex I5TING I5' WATER E'MT PteoFOSED E5UILDILJG FINISHED FLOO c'. = 2.8.00 359`± 10" W �. � g z 0� 5T eX15T. MUtLO$NGI r C ro -- • .yA, s.yp Y I • fwlt - w : t SHEET 1 0F3L Jos so 50454 5EE DETAIL SHT Cc)t.JC. JLAs ASIA 0+02.50, a.5 12... 10"x G" TAPPING TEE441..1x FL) 7 PPING VALVE (FL >< MU). S SHT Z R SECTION E3-P F VERTIC bEUQS AND E I-QCKiNG + IN —10".51 5 ---- -- ..a n 5TA 0+.1 2.5 FRT HYURAkrr ASSEMGLY pEK CITY OF 5.1. 4. G" ST II IIIII111I11IJIJIJIIIIIjIIIIII111IIIIIIIIIy I' 0 16YH31NCH 1 2 3 IIIII 1111111 1111111111111 11111111111111111 111111111 11111111111111I(IIIIII 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 0c 6Z 86 LZ 9Z 8Z bZ Cz ZZ lZ Oz 61, el LI 91 QI in CI ZI • U 0L 6 i , ) l!Ililli�ii 1111 111 1,111.�I�IIIIJII1i.I�il 01011,110 I1 1111111. c1) 111�IiIL1I�! 1HI11) In�1I1H11HHi n11�1► IIInII�HIIhH1n11I1H11 111111IIIIII11iIlIInllninnl 1 it 1 I , I I I �III�Ii II 11 II {111 lI111�.1l111►1ui IIi it III II('�II � I I'I ili I 11111 I 111 1 I i 1 1111111111 1111111 (9 > 10 11 MAN "ER. 12 t. e s C z t WWn 11111111(lLII111Ii1111111fLi IiI111111iIIII !IIIII1IIIi11IIliIlI11111I 111HI1 „ ) w- -- ST -------- ----ST F. D.C. „r:4 } .... rte,. SiZ tl Atf4i; (SE SECTION ON SHT a) E VIC1NJI T Y MAP SCALE: I” = MILE r. c, ,1 ._ / AMY L : 4- LEC 6 24 STA 0+24 PRoFoSEU 10' 15' WATER ES M T. TO THE. CITY OF RENTON. ` �STA 0+00 INTx aF PROPOSED WATER EASEMENT ESC. wA"TE R E.AS>=M NT EXISTING WATER PR .OPQSED WATER EXISTING FIRE HYDRA.L1T PROPOSE., PERE HYDRANT EXI ^STING STORM 5E1N�R. PROPOSED STORM SEWEFZ. PRoPoS . D FIRE DEPT. coNNECTlON CITY OF TUKWILA APPROVED NOV b 1990 AS NOTED BUILDING DIVISION �XI'5T. WA MAIN <- EASI =ME i 6 F1 EC WEV SEP" 7 1990 TtiKV6L /A PUBLIC WORK: RECEIVED CITY OF TUKWILA SEP 1 2 1990 PERMIT CENTER \900 G , 4,u , K/f s' J 17• roc 10•• ASEIOLY 179" fOR 7' A3UI ILV - ILLi FOR " ARUM, INSTALL IOIT - '' Roo SNA Pr. GNOan. • uw at, ., • AI 16 TEE. 9L. NOTRI 1, LOCATE YAU4T IN PLANTING AREA NOT IN PARING. 4_ \' AND LARGER PIPE f0 U 3LCTILE IRON CEMENT LINED CUSS S2 PIPE. EQUAL TO TMSE SUPPLIED 11 PACIFIC MATER NORMS SUPPLY COMPANY INC. 5. PER CIYY or RENTON TANOARU .5TA O +4G.5 tO' RT Z" ooM MST IC WATEEZ METE PE.R, CITY Q1: RiNTO►.( E+015. ETA O O 5 * 13' RT IRRLGATION METEiz PER. CITY ot= REtJ'('C1 Tn5 *C) 4 54 e.5' r�T c)0 BE ND Ci»W i-4J) coNC• BLOCKIN PRECAST CONCRETE VADET VITN) • ) +4INGED STEEL KATE COVERS. onsuni $ S •1 EQUAL To RENTON CONCRETE PRODUCTS. INC. ENE ET.►ASS ASSEMBLY SMALL EE 1NCt00t0 AS PART Of NE DETECTOR '»'stE C•EiN VALVE ASSURSET. ,CONCAETE 6LOLUIN4 SHEET? OF JOB NO 50 454 10 •. 1" oR 6" Ml, N P.[ • ALL OtTECTOR OOU1LE CMCE PIPE wino (SLLAA lP' f ROA VALVE ASSEMBLIES SMALL P.L. INCLUDE RESILIENT SEATED Id• • )••0•• BONG stator; v/tnS AAO TEST 1" - ,'•6" LING COCKS. U0 Ni APPROVED 4' • N -C• LONG CINISS•t1lNECT100 CON1P4 AS EPRSLIES PER D.S•N.S. APPROVED LIST, Y. 10 4ND LAWN SUDS MO TEES TO OE CAST IND4 CCr(IT LINED. ). TCRORAAT SUPPORT SMALL NI PROVIDES LMA1R VALVES AT THE TINE N INSTALLATION TO CCNTER T$C PIPE IN VWLT OPENING. AFTER COMLEI1 INSTALLATION *NOM THE IEITOMNV SUPPORT MN INSTALL CONCRETE SUPPORT ►A9. 6' RIR. GRAIN TO DAAnlprf Oo :Tool. WAIN SYSTEM. DOUBLE DETECTOR CHECK VALVE ASSEMBLY i J�rrEx. t5' PuB LIC . IU•TILITY E5M'T 'E.g REC. No. (;:0/ 2.6 58°) 5TA +oo (t,l�X. PROP, WATER. MAIN EASEMMNT PROPERTY LINE STA O+o5 2.: I?`T• 12," x ('o" TAPPING TEE. (MJ ) Fl.. C o ' TAPPING VALVE ( F 4 . . ) 4 1 , 4 , 1 ) CONC. 13 LOC.KIN (CONTRACTOR SNAIL VERIFY LOCATION It■1veR1 PRIOR To CONSTRUCT NOTIFY ENGUNE7~R oP ANY DISCR.EPANCII✓ A 0 ".6•• mt. NEAO TIC, n. 6" PIPE. 0‘,. N. v.0"1.04 LONG titv- ENO VIEW PLAN • NTS OWILE CRICK YALU Mstmuy IIICLUOES 1VO RESiLIENT MOOR, VALVES. •. I OR • OUCTIL c cu S2 NcPPU PILE Ct1 IRON KT LINED. LENGTH TO FIT. )'.2•• w• to 42J !• 0* 10" SUeLT I" FOR • TINILY DETAIL "A" SCALE: 1' 10' ax 157. 1 z" WATER MAIN i ; X WYACT[O FELaOATIa WAIL OINK VAIAT , ( 0 Ew A LK '•• wart'. rL.A I(MI(r 0R (ACM flat .• PINE DEPARMENT ODVRLE . CONNECTION .Pot SEAM PIPE v101 OAEAAA6tI CAST 1R01 :LOSE CAM. ONE tau EIRE EQILRL TO CNINN *I PIR. 1418 WITN NOSE CAPE PIG. I)S) 4• swINC TYPE GAMEY MUTED � Y ONCE VALVE. R. tom. to .,u,. • 0. A- 260001 6 PIPE. rt. N R. 3 LONG • ANO S• A SENILT. 6• SNORT SNOODS So' RENO R. O•• ASSEM6.T 714•• uCK :NO )D sm. P. ! MOM ROC( REQDIALD. :"E" ASSURER/ 11 TEE. EL INSTALL GALVANIZED WWI FOR RECESS P'T STA 0+2.0 10 USEABLY 10 rtt rt. 10•. IV, OR 6• GATE VALVE, FENAI. VIN tN01CATOR POST. INDICATOR POST ULV( SA10 SIZE AS DCU$U CHECK VALVE (MUELLER CO. OR EQUAL). OR 6" RANGED COUPLING ADAPTER (GLUE TO lOCIOIELL INTERNA1IMAL 912. { PIPE R. N SCPtY la Lr, c,' 0 •I. c )0° BENO(MJ)( MJ5 CONC. BLOCKING 0 Lr 2 4 D•1.P. ro GOUBLE DETECTOR CHECK 'JAL'`/ C?, A55 E. M1 0 L'Y P E R CITY OF FZ.Mt -r'0PJ Sfds. 4 30 ° 13!~1 -0 4" DOMESTIC wATEtZ 5ER.vICE END c 51 045 45° BEN (MJxtiu) FIRE HYDRANT ASSY: PER CITY OF TuKw(LAn SToS, 5HACKLE TO _ 4S BEh1o. 4I5' BEND (.1J MJ) CONC. £LOCKING PER CIT`i' or R.W-t'ON &T 6" D.t. POLYWRAPPED PtPi� LE NG AA5 REQUu ?..E•D VWDZI 5.5 - t 5"± r H � � u SECTION B-B SCALE: 1 5' HOR. 1 VERT. EX. WATER MAIN CAPPRO)(• LOCATION °.__. PROPOSED GRADE ez T PIPE -- Ex15'TING GRADE. 25 20 CONNECT TO e. X15T 10" WATER MAIN CONTRACTOR SHALL v1~ LOCATIo\( INVERT PRIOR. - co CONS'rguCT(oN. APPROX. IF = SHOWN TYPE 13 BLOCKING FOR 45° `"/E•RTICAL PEN D PER. CITY of ("LeNTON STQS, 't4 ! II !IIjllllill�! l h I�I�fI'lIIf1lIIfiII�IIII I 0 10 THS INCH 1 2 3 4 NOTE: If the microfiiued document is less clear than this 10 notice, it is due to the quality of the original document. LZ 9Z 9Z tWZ EZ ZZ LZ 0Z 6L 91. LI 91 GI. 4 71 CI Z1 IL QI, 6 9 1 IllIIIIi1IIIIIIIIIIIl11I1IIIIli !!11111!1 i III! III111Ii! 1i1I1! iI I! I{ iII�Ilt1111111I111111111111Iilt111 tIII!I111IIII!1I1IIIi11!!111111 I111!lI!i!IIIlllllla1IIII!l1! 1111 Ii ii iIIII!I1i!iiii1111II!I!IIIIII!I - - ' ; ,.. . . : , f ` /� ;'5i j FAY Pry ' (`Y '^'' t 'err 1� K : 1?t V.(? Q r^: i i . r s ; o.' t . . . r _ .__ ..�. ?r$ � `n J _ .. K.. f ?..� . J r. ,t.T I(illlIt1IfIllf�Il'I'tII{�III 11111 1I ., Il {IIIII•r11IIllII 5 6 7 8 WA ek, woTe5 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL DE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMMITED TO 8 :30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OT)1ERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235- 2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOUR LOCATORS, 1 -800 -424 -5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND CI11 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATINE7 SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167 (EAST VALLEY FREEWAY) OR IN SOTLS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105- 77 STANDARDS. 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND TN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A11.4 -85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA C110/A21.10 -82 OR ANSI /AWWA C153/A21.53 -84. 3-INCH TO 12 -INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110 /A21.10 -82 OR A COMBINATION OF ANSI /AWWA CI10/A21.10-82 AND ANSI /AS C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110 /A21.10- 82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53 -5.3 OF ANSI• /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380, OR M&H. ALL VALVES 12 INCHES IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12 INCH GATE VALVE ASSEMBLY VAULT AND 1 INCH BYPASS INSTALLATION. 7. FIRE HYDRANTS I 51At-L BE P CITY OF TukWIL.A 5TAMOARDS. 8. ALL WATER MAIN 10 INCHES AND S "ALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINIS! GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE •'POLY PIGS" SHALL BE GIARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL. 2LB /CU DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF •'PIG" ONLY- "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR WHO WILL PERFORM THE CLEANING OPERATION. AN 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PS1 OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. !4 9P.. AIL WATER MATNS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOt,UTION. DRY CALCIUM IIYPOCIILORITE SHALE NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 10. A ?RECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE I5 REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. GE OF TUKWILA, SHALL- /2\ 8e 140T15IED OF PRE. CONST?ucTIOL.1 COtare. LELICE. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 1 INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE '00 THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL OF FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILD DRAWINGS. 15. ALL JOINT RESTRAINT SY•',TEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING DY THE DEPARTMENT OF PUBLIC WORKS. 16. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRE'T'E, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION i-OINT. 17. WATER METER, DETECTOR CHECK AND PIPE SIZES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. cIrY OF Tt1KWILA APPROVED NOV 5 1990 Is NOIED BUILDING DIVISION - RECEIVED SEP 1 7 11990 TUKWILA PUBLIC WORKS CITY OF TUKWILA SEP 1 2 1990 PERMIT CENTER y 0 w ♦Z , . uo MV.^ arcr �3.' cA• a^ i :+rR:•.sa:rn.+.ra:b•aro.rwvaaav eswuMti�vw+msaar �+ n- x�wR+ narmiwas ..�awrwa.cerrmseoas�rowa>. 4, 100 • , t:�. ..:.,^.:. :..- t:.r. ,. y,�... - :..: <�.N..•c'4i ..:r.11Y Y.Y• ;:: sxaJ. +a:Si.r :'..AY.t Y.t4 ✓ 'Y:r'> (el..s...I, : nLt .'Vsv?sWA.Sa's .ws:•.s:: ww.a. '...+ .....wmxxy,A.,1..aa.1,41, .awa..n... 441.1,ct. a+•+ vrw. a.,+.+ wnueen..— _- -._.n..vai.wnesarnoarnrr.:auv -Vs N., . +a*,Ip• W∎ 1,44wrrwrp..101P +on.mnar.�owww... r++++w+..�.•.r!• e.:.. r�...Y:..vaaarv. ��+wa..`w.wrr,v,.+.+wmpou.0 HARTUNG TEMPE SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, y.:rzxr:v.wu-,vyV.02 PROPOSED (DETECT4R OOU LE. C H C K VALVE 'tS{�3!•.:t;:tFrt`s'hrf;5 +iMC y . >. 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MIC - I ST EXISTING STORM DRAIN CITY OF TUKWILA APPROVED NOV 5 1990 >a� NOTED BUILDING DIVISION CEIV D SEP 1 7 1990 UUKWiLA PUBLIC WORKS RECEVED CITY OF TUKWILA SEP 1 2 1990 PERMIT CENTER ST PROPOSED STORM DRAINAGE — S5 PROPOSED SANITARY SEWER VD' "I PROPOSED FIRE HYDRANT .a W PROPOSED WATER MAIN ; fi t` W EXISTING WATER MAIN " F,i t, - --- _s. EXISTING SANITARY SEWER 400 t.5 cif ^y w 1 '' ..1 8 LU Q) ( f ) dcZ cr3 M1� ■'• co 1 ! "w, r. arT • r 0 z a :•1 O E E r 3 k`)° 3 r„J t k 0 ='i().4 r5 SR 905 LOAM ROOF LIVE LOAD ROOF DEAD LOAD MEZZANINE LIVE LOAD MEZZANINE DEAD LOAD GENERA(_ NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE -- 1988 EDITION - ASTM':, 25 PSF i5 PSF ABOVE MEZZANINE 10 PSF ABOVE WAREHOUSE 125 PSF 15 PSF WIND 80 MPH, EXPOSURE C SEISMIC ZONE 3 V = ZIC W /RW = 0.3 *1.X2.75 W/6 = 0.1375W LATEST EDITION EQUNDALIMI THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF, IN ACCORDANCE WITH SOILS REPORT *1396 -01 -2 DATED 9-2-88 PREPARED BY GEO ENGINEERS. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL STRUCTURAL FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEE=R RECOMMENDATIONS. ALL FOOTINGS TO BC FOUNDED 18" MIN. BELOW FINAL GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. =METE F'c = 3000 psi FOR SLABS ON GRADE", FOOTINGS AND ALL OTHERS. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. PLYWOOD i /2" CDX (5 PLY) ON ROOF (UBC IDENTIFICATION INDEX 32/16). MINIMUM NAILING, UNLESS INDICATED OTHERWISE ON ROOF PLAN, IS 10d * 6" o/c ALL PLYWOOD EDGES AND 12" o/c AT INTERMEDIATE SUPPORTS. CONTRACTOR TO NOTIFY ENGINEER FOR NAILING REVIEW PRIOR TO kOOFING. PRECAST WALLS PRECAST PANEL LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR AND ADEQUATE REINFORCING STEEL, AS REQUIRED BY THE CONTRACTOR'S METHOD OF HANDLING AND ERECTION OF PRECAST PANELS, SHALL BE PROVIDED BY THE CONTRACTOR. USE STRONG BACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. CONTINUOUS GROUT BETWEEN PANELS AND FOOTING SHALL BE A NON- SHRINK TYPE GROUT. REXNF ORCIN STEEL ALL. CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615 -78, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO DE. BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACiES..WEATHER & EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES REINFORCING STEEL_WEIDIND ALL WELDED REINFORCING STEEL TO BE ASTM A615, GRADE 60 (fy= 60,000 psi) AND WELDED PER "ANSI /AWS D1.4 -79 STRUCTURAL WELDING CODE - REINFORCING STEEL." PIECES TO BE WELDED SHALL BE PREHEATED IN SUCH A MANNER THAT THE CROSS SECTION OF THE BAR OR PIECE SHALL RE AT OR ABOVE 500 DEGREES FAHRENHEIT. AFTER WELDING IS COMPLETED, BARS SHALL BE ALLOWED TO AIR COOL TO AMBIENT TEMPERATURE. QUENCHING IS PROHIBITED. ALL WELDING SHALL BE BY CERTIFIED WELDERS. USE ONLY FRESH LOW HYDROGEN E90XX ELECTRODES (AWS DESIGNATION A5.1 OR A5.5). IF WELDED REINFORCING IS TO BE BENT, BENDS SHALL CONFORM WITH ACI STANDARD BENDS AND NO BENDS SHOULD BE WITHIN 3" OF WELD. PROVIDE SPECIAL INSPECTION PER UBC 306(A)4. $IRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A -36 (Fy =36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fy= 46,000 PSI) WELDHEAD STUDS ASTM A -108 (Fy= 46,000 PSI) MACHINE BOLTS ASTM A -307 PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 26G FOR CONCRETE. APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD OF ANCHOR BOLTS IN CONCRETE. CONFORM WITH ICBO APPROVAL FOR EXPANSION ANCHORS USED. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 7OXX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO .' BE �1 GA LVANIZED. Au- wrap m451, 'rO try. t i�Y W.A�.a. ctr.r2.ms(r.n w :zs�s, P. IIMaER 2X4(S4S) ROOF STIFFENERS 0 F #1 (Fb =2050 PSI REP.) 4X ROOF PURLINS (ROUGH) PER ROOF PLAN 4X PLATES, BLOCKING & LEDGERS D F *2 LUMBER NOT NOTED TO BE D F *2 ALL LUMBER SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER -- LATEST EDITION" AND EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED FROM THE STRUCTURAL MEMBER. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS TO BE COMMON NAILS, UNLESS INDICATED OTHERWISE. NO SUBSTITUTION OF OTHER SPECIES FOR DOUGLAS FIR ALLOWED. SL AIINATED WOOD MEMGEE;S GLU- LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH ANSI /AITC A190.1 - "AMERICAN NATIONAL STANDARD FOR WOOD PRODUCTS - STRUCTURAL GLUED LAMINATED TIMBER" AND AITC 117 - -85 DESIGN AND MANUFACTURING. USE COMBINATION 24F -V4 (DF /DF) Fb=2400 PSI FOR SIMPLE SPAN BEAMS AND COMBINATION 24F -V8 (DF /DF) Fb =2400 PSI FOR CANTILEVERED BEAMS. BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. MATERIAL MUST BE OBTAINED FROM AN APPROVED "FABRICATOR. ALL GLJ -LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. PROVIDE AITC STAMP ON EACH MEMBER AND SUBMIT AITC CiERTIFICATE. ADHESIVE TO BE "WET USE ". INDUSTRIAL APPEARANCE GRADE. PLIVOIQD ALL ' PLYWOOD TO CONFORM WITH U.S. PRODUCT STANDARD PS 1 -83 AND AMERICAN PLYWOOD ASSOCIATION (APA). TYPICAL ROOF SHEATHING 1/2" CDX 32/16 (5 PLY) TYPICAL MEZZANINE PLYWOOD 1 -I /8" (STUD --I- FLOOR) T & G ALL NAILS SHALL BE 10d COMMON (9 GAUGE, .148" DIAMETER) WITH 1 -5/8" MINIMUM PENETRATION. SPACE AS SHOWN ON PLANS. DUN WEE3 TRUSSES OPEN WEB TRUSSES SHALL BE TRUS -JOIST AND SHALL CONFORM TO THE MINIMUM STANDARDS OF ICBO REPORT NO. NER -148. FABRICATOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY AN ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS BEING BUILT PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT PLANS. CALCULATIONS SHALL INCLUDE TRUSS END BEARING AND UPLIFT. INCLUDE MECHANICAL AND OTHER SPECIAL LOADS AS NOTED ON PLANS IN DESIGN. PROVIDE ADDITIONAL TRUSSES AS REQUIRED. PLYWOOD NAILING INTO TRUSS CHORD SHALL CONFORM TO TRUSS JOIST REQUIREMENTS FOR EACH SPECIFIC TRUSS. PROVIDE DOUGLAS FIR TOP CHORD. TRUSS BRIDGING AND BLOCKING SHALL BE AS REQUIRED PER FABRICATOR'S SPECIFICATIONS. THE TRUSS ENGINEER OR HIS AGENT IS TO VISIT THE SITE TO VERIFY THAT TRUSSES HAVE BEEN FABRICATED AND INSTALLED IN ACCORDANCE WITH THE TRUSS ENGINEER'S DESIGN. VERIFY ALSO THAT SPRINKLERS, ELECTRICAL, PLUMBING AND MECHANICAL UNITS HAVE BEEN PLACED ACCORDING TO DESIGN PARAMETERS. THE TRUSS ENGINEER SHALL SUBMIT A LETTER CERTIFYING THE ABOVE INSPECTION OCCURRED AND THAT THE ABOVE REQUIREMENTS WERE MET. WINDOW WALLS WINDOW WALL SHOP DRAWINGS WITH CALCULATIONS, ALL STAMPED AND SIGNED BY A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER, SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW ALL ADDITIONAL FRAMING, BRACING, CONNECTIONS, ETC., REQUIRED FOR WINDOW WALL ,..r•._ SUPPORT . ()POJJ amPt smcE., The. equeput.t. GOAmitataz Vi .l. cOkFm4. Burn+ t;14:. - tTER - }" zom EmegUE NO; INSPECTIONS ARE TO BE PER UBC SECTION 306 AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ENGINEER. - FOUNDATION: INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS PER GEOTECHNICAL ENGINEER DMMENDATIONS. CONCRETE: TAKE CONCRETE CYLINDERS As REQUIRED, VERIFY SLUMP AND STRENGTH. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. CONC. ANCHORS: ALL FIELD INSTALLATION OF CONC. ANCHORS IS TO BE IN ACCORDANCE WITH ICBO AND IS TO BE CONTINUOUSLY INSPECTED. CONTRACTOR IS TO HAVE A COPY OF ICBO EVALUATION REPORT ON SITE FOR CONC. ANCHORS USED. ROOF & SHEAR WALLS: CALL BLDG. DEPT. AND ENGINEER FOR NAILING REVIEW PRIOR TO ROOFING OR COVERING WALLS. WELDING: INSPECT ALL FIELD WELDING. VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. A SHOP DI AW1NGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: GLU-LAMS, STRUCTURAL STEEL, MISCELLANEOUS STEEL, REINFORCING STEEL AND TRUSSES. SPECIAL CONDITIONS ~NM IIMIMPOMPIIM 011001101,1•1110117.~.~ 11111 CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. Ii.{QIE,_TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. ASBB IATIONS B. OR BOT. C.I.P.• .CLR. CONT. EL. OR ELEV. SYMM. E.F. OR EA.F. E.W. OR EA.W. F.O.C. F.O.W., FTG. H. OR I.C.B.O. I .F. ERECAST R.ANFL NOTES 1 ,ci. w utout 13th. s� T4.tt,: = BOTTOM = CAST IN PLACE = CLEAR CONTINUOUS = ELEVATION = SYMMETRICAL = EACH FACE = EACH WAY = FACE OF CONCRETE = FACE OF WALL = FOOTING = HORIZONTAL = INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS = INSIDE FACE = NOT TO SCALE = OUTSIDE FACE = REINFORCING = SIMILAR = TOP TOP OF FOOTING = TYPICAL AT ALL SIMILAR PLACES U.N.O. = UNLESS NOTED OTHERWISE V. OR VERT.= VERTICAL V.I.F.= VERTICAL INSIDE FACE V.O. F . = VERTICAL OUTSIDE FACE W.A.C.O.= WASHINGTON ASSOC. N.T.S. O.F. REIN,= . SIM. T. T.O.F. TYP. OF tLJR.t I 0FFIC.VASS PANEL ELEVATIONS SHOW INSIDE FACE. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FORMING PANELS. 3. PROVIDE ADDITIONAL HORIZONTAL REINFORCING PER PANEL ELEVATIONS AT OPENINGS WITH HORIZONTAL TRIM BARS EXTENDING 2' -0" BEYOND EDGE OF OPENINGS. VERTICAL TRIM BARS TO RUN FULL LENGTH. 4. PANEL LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR WHO SHALL PROVIDE REINFORCING STEEL AS REQUIRED FOR HANDLING AND ERECTION. USE STRONGI3ACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. 5. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS UNLESS OTHERWISE INDICATED ON ARCHITECTURAL DRAWINGS. 6. PROVIDE 3 COATS ASPHALTIC PAINT OR A 3" MINIMUM CONCRETE COVER AT ALL CONNECTIONS EXPOSED TO EARTH OR WEATHER. 7. PROVIDE 3/4" NON- SHRINK GROUT BETWEEN BOTTOM OF PRECAST PANELS AND TOPS OF FOOTINGS. 8. MAXIMUM DEPTH OF REVEAL STRIPS TO BE 1/2 ". SEE ARCHITECTURAL DRAWINGS FOR LQCATION. 9. PANEL CONNECTIONS FOUND ON SHEET S -7 . 10. PROVIDE 1/2" CLEARANCE BETWEEN PRECAST ELEMENTS UNLESS NOTED OTHERWISE. 11. SHOP DRILL (1/4" DIAMETER) AIR RELEASE HOLES IN EMBEDMENTS AT 6" o/c AS REQUIRED IN ORDER TO DISPLACE ANY VOIDS IN FORMWORK. 12. REMOVE ALL WELD SLAG AROUND EMBEDMENTS EXPOSED TO WEATHER AND SAND- • BLAST. PROMPTLY PAINT WITH 2 COATS OF RUST INHIBITING PRIMER PRIOR TO FINAL PAINTING. 13. WHERE REINFORCING STEEL IS NOTED AS E.F. (EACH FACE), PLACE 3/4" CLEAR TO INSIDE FACE AND 1 -1/2" CLEAR TO OUTSIDE FACE. NOTE- CO m pew c j1 5 1 M At? O RDA NEC. yv Mt" ' The PC ' I 0 fit$ OF 'rte. U B Csg cr 23 ii) NORTHWEST C ry z z � ENGINEERS - NORTHWEST INC. P.S. CONSULTING ENGINEERS t U1 6869 WOOD ;.AWN AVE N.E. • SEATTLE, WASHINGTON 98115 • 12061 525 7660 ,r•: ? '' vim. 7 III II1 III !II I � � !II 1,1 III !II III 11.1 .1 1111111 j III !Ii 11'111 II( I li lI "11 �� III l l 1( I'I?!jliI i l il f 1 111 l � l �I i�1{III IL Iii III I•�f ill iflfl�''i 111 III (�I f�►�f 0 16TH31HLH 2 3 4 5 6 7 8 9 NOTE: If the microfilmed document is Less clear than this '?) notice, it is due to the quality of the original document. OE 6Z 94 LZ 9 S 4Z £Z ZZ IZ o� 6L 9L Lt 9t S: i1 Et ZI IL 01, 6 e L 9 £ b C Z I Vi" 1IIII1lilitill11H19 Illi 1111 !111hIii 111ii,9111 Illi 1{11 II1,1111 ! i!!!h ;lt Il111111111111111li111I1 !! 1111111 1 1111ill111111Iii11iII� 1l III!Iliilll) 9.111) 1!. 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' BY: (_61C-- CITY OF TUKWILA APPROVED NOV 5 1990 U L ` NC DIVISION E@EINRri 3€P 2 67990 MAHAN & DESALVO, INC, HARTUNG P;TEIMPERLINE . 17800 WEST VALLEY HIGHWAY TUKWILA • WAS HIINC TDN RE iSIONS: q-/ ALFRED CRODIO GUIST ARCHITECTS ONE UNION SQUARE BUILDING SUITE 3404 SEATTLE, WASHINGTON 98101 C2083882-2590 SHEET I1O: Sa l OF �� (4 0 ' .•) ,) F00771(16 5C HEDL ILE - I REIAIFORCIAIG 1 MARK FOOT/ AlG 5IZE .? DEPTli F5.5 5 5 )< / 4# 6 BOT EA IdAY 1 C-75 7?-6" x r-6," x / 7 eor EA kti AY F a.o F 8 5 8 x 8'-o" x P-7" 8 7* 6 80T EA. KAY 5 - 8' " / 9*6 eor tA. kiA F9.0 91.-0" / O" A i- 9 " /0 807 Ot, LiA-ii /72 0 /2`-0" x /2'.-O' x V-3" /6 0- 6 E3OT E.A• !< . / Ay ..3'-e_a"x '- OL//" 3 ' a07; ‚A.1-1A1 7' . - cv" x 7L . 4.0" )< I'-1,;o 4.40 4$ 4- /2 *r... Tor EliAis /::-. s )( -7 /c.5 )(1.5 S'-c,"7 - 7L-c,"x P-5" 5 '-c)iix / /L9" 4 1 - 41 . 5 13c. .5. G.). 3 -*.e., 450•; P4,9 -4'-.0" x 1 x i'"-/" . ho- 0 6,154:›7: 5. vi. 5 5- 6 &2r&) Jr ,..... l' Di s 6? 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N.E. - SEATTLE, WASHINGTON 9$1 i 5.1?O6) 525.7560 flr=III DATE:$' ef"- . iti"5�y 1" sae r BASE j: SCHEDULE ALFRED, cP Q QvI ST ONE UNION SQUARE BUILDING 3464' SEATTLE;, • WASHINGTON 98101 206)682:;—,2690 A `I 4 . I j • x,'!49... .. -- - POJECT PlO: • iZ -.-- - ------ -- - - - . - - • . HARTUNG -TEMPERLINE • /'%\ ;ricrs: 17800 WEST VALLEY HIGHWAY '. 5Qb TUKWILA WASHINGTON \ : : � � �� TZ!;,��► T i ± '; /7 ;o -_- A CRDeNQUIBT ARCHITECTS . :' ONE UN*ON SQUARE EUIPNG UITE 3404 - ---------- - a- - ®ATE:&you - EATTLE, WA5HNc3TON X2101 cqs3632.2aa_ • • • Sii905 C') [1 i R /1(.1F PER 1311 @ /4'G 5 P [ T i £ [i41 6i/2. /-ADD 4 *l .' @ „% T'r'F' 2 PLACE5 --, F 5 { L 6,1/z 0 to THI INCH II II IIII IIIItIIIIIIIIIIIIIIi1 IIi1 }tI 11 I 1 2 3 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the .original document. �z ez zz �z (}� s� 91 ++ u 9 St 'L Et zL a Ol s a � I I ) II I I i + 4 I I IIII� { { {n , lL,Ii�ii.. 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NORTHWEST W)) I ...____ .`... -- Z ENGINEERS -- NORTHWEST INC. P.S. CONSULTING ENGINEERS 1L 6860 WOODLAWN AVE. N.E • SEATTLE, WASHINGTON 98115 • (2061 525.7560 #5 e !4 "t. Y -#4 e 2# 7 5EC i iD,U A N r /O *5 (5 6 f - ) � 2 FL.AI_ES s ` 5 e :4 ".2; V 2 .#, _7 7 2 #7 2 I No sc.x DATE: g co - `t0 L z. 1/2 . 1a 13(0 g,r 4 ( — • - 4 d 9 .'LPe r WA GI_ 4, • z-_ TYP WALL 4 ARTUN . TE E LI '. . 4 17800 WEST VALLEY HIGHWAY TUKWILA WAS H I N TON ALFRED CROONQUIST ARCHITECTS ONE UNION SQUARE BUILDING SUITE 3404 SEATTLE, WASHINGTON W3'101 _ C20636632- 2690 6=6 YL CITY OF rU�cYy�L,; APPROVED N 1990 D BUILDING r !VISION MET NO .2 5&E' 5 cT P -Q', 5 # 7V 4 EP #5 /4"4: - 5 1 ; 7V 4 6 Gl A/44.c Z #5v(4EF) 45@ /a" , y 50.16 /4 "t 1. 111111 I1!L!I!I! !_ il!1!1!I!Ii111!Ir'!I'l t I [,!,I:ri,II1, !;f,!.! r ., I ' !I r 1 I ! 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S LEY H I G H WA o �C �� w ! : W 8 WA S H I -i.G6s9,/,A A 9 1 : 7 t> 0'� ALFRED CRDDNQUIS ARCHITECTS ` Re PO- ONE UNION SQUARE BUILDING SUITE 3404 DATEe 70 SEATTLE, WASHINGTON 19B1O1 mom 62- 2E390 RO /Aa 1=0 :�. ._.. ...r?� . ..1ca.. ork # c_ _.E R. nJ (ES A ,eDV R NG ' ,--4 L._.L ©Ik`/ O.C) , 0.4 E `' IN I L L.. f :'.g , ve. •r-n c.0 i f�E %CIl' Pn w.4LL_5 w -r_ .q ogz • • • &BOY. PROJECT NO: DAZE: 8 - 0 GINEERS NCItHWEST (NC= P.S. CONSULTING r`NGINEE i$ j66869 WOODLAWN AVE, N,E. • SEAftLE, WASHINGTON 14115.12Q6) 5264560 o ALFRE CROONQu i ARCHITECT UNION SQUARE BUILDING SUITE SEATTLE, WASHINGTON 98101 (206)68 I' • • f; ' r 4 • r' SIDES ONLY /1/4 , 6 •+t 3/8 x 1'- O' w/ 4 —#5.1 2 = 6" at 3 "a /c „ TOP CONN. • TO i;L.SE I HORS TOP & BVT. 1/4 I, PLAN TYPE A CONN. 2" CIR. TYPE CONN --- 1 1 /2" RECESS 70 REBAR SURFACE 1 "CLR.TO EDGE OF EMBED TYP. ON EXPOSED FACE. FLUSH ON OTHERS Ifr� %'i x Wap 154/ 1- 5 x2'--G" MAT.' 4- $5x2'-1' I4a 1Z. Z2- E, 5.) 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J • 'h' f •.f - r r. tiz. 1111111 • i iII1 I111111 111111111I111I 9 10 11 la► 12 r3 x 3x 1 /4 xO' -6" w/ 2 —5/8 "9 x 6" W.H.S. at 4 "o/c Ft 6 x 6 x 1/4 w/ 2 —5/8"0 x 6" W.H.S. at 4" GA. 11 1 .08^40,1 » fe)..qo ctit UKWI Lam,► tasrYii +�'.. ,. p , w•....r'7.:asiid.'���:a H777 R 12 x 1/2 . x 12 w/ 4 —3/4'0 W.H.S. at 9" GA. E.W. 1/4 ft-. c..o s y4- u c? - c.v . 7nrr w /a- #� x 4-n '•' .. d 9" x 1/4" x 9" CONN. FL w/ 1/4" BEND ti 17800 EST VA LL EY W GT CITY Ot:TUKVviLM APPROVED NO 5 1990 BUILDING DIVISION e: • LOC.AT ION OF' �Kl�'I"iNCI VAULT. II IrcriDoe croetreoteDoliztaw .... it 0 I C ii V F , T Ittl tIlk 10 lip o c o l f o 0 1 re, '0 (:) 0 P '42• �0 0 qii 0 O O ASTSto„ r,r 0 0 0 a• 0 1 0 I - I PLANT SCHEDULE Quantity 22 Acer platanoides 'Parkway'! Parkway Maple 81 Photinia frasrri/ Photinia 46 Priinus laur ^:erasus 'Otto Luyken'! Otto Luyken Laurel 16 Rhododendron 'Dora Aroateis'/ Dora. Amateis Rhododendron 69 Viburnum clavidii/ David Viburnum • .. ,. j ......,...,.. . 6 � II Botanical Name /Common Name Pyrus calleryana 'Chanticleer'/ Chanticleer Pear Ilcdera Helix 'Hahn's fah It's Ivy Rubus calycinoides,' N C N Sod Lawn - per specifications hy, Size/Remarks 2 -1/2" cal.; B &B; Well branched with straight trunk & central leader 1-1/2" cal.; B &B; Well branched with straight trunk & central leader 15 " -18 "; B &B; Full and well branched 15 " -18 "; B &B Full and well. branched 18 " -21 "; B &B; Full, and well budded 18 " -21 "; B &B /cont.; Full and well budded 4" pot; Minimum 4 runners per plant; Plant @ twenty -tour (24) inches on center, triangular spacing. 4" pot; Minimum 4 runners per plant; Plant O twenty -Pour (24) inches on center, triangular spacing. * Where civantit.ies are not shown in the plant schedule, it is the Contractors responsibility to determine the quantities'of plant mhterinls. _ — rib r a'ar��yl.rr �^ O ' ice lfr-lA•( NEW HAPTL,l1'4G - TEMPERLIP I BUILDING • I 9 EXISTING HARTU G TEMPERLINE BUILDING i' 2 r l'c , ow( _I, .t, 1 o y, e -43 IS c ,ce - TW A MN t • 1 In 201- 2 • ra" 14 1_ 0 (l Fie-fro II t -p`` 15 ,/ ((to � � x c IIII�IIIIIIIJIII !II�II �th!1IIItILI 2 3 0 16 THS INCH i IIfI'IlI1PI'! I{IIII ILrilfli'iIIL - II , II ` II r r 1 , I ll I I I�iIIIII�IjI1II�ili�lll�1 4 5 6 7 8 NOTE: If the microfilmed document Is less clear than this notice, it is due to the quality of the original document. IZ 0? 61 Ell Lt 91, 5l 1 71- el El tt 0!. 6 iI( II! illlllll l_ Illllllill1Il�Ii111111I1111I1 1lll1lllil{ II; III1II1�llilll11111.'1111I111i11111111t1 i1 11111II IIIIillll `J)It!Ill t Z S + • 4 .,. r :'.(.- r st;.. ✓' , ... .`"�� 'C7:��: -! � ,i sr, - 9 II1IIIII(i I1IIII1IIIIIII1IIIIIII !IIIIIIIIIIIIIl 11111 . 9 10 11 IAADE IN GERItINY 12 L 9 S '7 e Z f I 1v4 U Ilii�lllllllll�IIII III�IIIIIILIIILIIiI !Illlilllfl!!illllllll{I� t.- • 11 Ci PA r f £ k tl ft eKPArr j(bSic -ifr F- Fllt.Q S C eP5 • tS( -4r4 K I Beck& Baird /Seattle landscape Architecture Planning Urban Design 1000 LENORA STREET, SUITE 516 SEATTLE, 'WASHINGTON 98121 (206) 682-2439 DATE: • OC,TODEK. , NNal StATE,OF wAS 4iN3TON REGISTERED LANDSCAPE ANCHITECT FRED L. BECK DER'PIF :CATE No Q•X 1 ' LIVED TL 5S9 of wASkt Opt_ ED kit REVISIONS: PROJECT NO: 17;.- DATE: I d Af UHEa w i VV/ ALFRED CRCIC3NQUIST ARCHITECTS ONE UNION SQUARE EUILDITSJ3 SUITE 3404 SEATTLE, WASHINGTON G8101 MOM SE -2890 SHrnt'I' NO: V ✓ ` CITY OF TUKWILA APPROVED NOV 51990 As NOTED 3UILDING DIVISION •iti ;gy „ . r RECEIVED CITY OF TUKWILA CT I 7 1990 PERMIT CENTER r it • ;" . r t ?11.4 t o(t '/ *" 4 M1-e, A y cir 1xo al xleoP C(IG GUI it se, i H FRAME DETAILS REMARKS • I :1C" ham 4 - 067 (0006' v a ?,43 6, ee Orei 5 Ve 00710.0M *- oft r , 0070,06. (ftt AreA y) - 7 Ht's [ M 14V I i l � 1 ON/ -i, . 7 IZGVANItc 4 %004J g - a ► 'H 6 a (� DEsCRIM's`TiIQN 1:1011 I oOM 14 FINISH ®,PE NOrdTH CH.M • WALLS �il�.: • i:' FIN +TEN • A FIN. I►�IAT 2=1211E W 121111111111 II M NOM 111111E1 .. N . ' !_' iii' ' _ maw aminommi IMO 111111111111111111111111111111111 ACT U1111 ILIOni211111ffinal r lf� 111011311211Mmillinlinaluilin wo1 ' y r it •WE B'i' MA cegun L HEIGHT REMARKS 5eg HT'. 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CR r• + i 3f r r•: 4 RED TL-6 rnEV1$i NS' 6 -1to -0 11 - - II_1 - ip DATE :7z.q P".'K y�1MfwMJnMMM`� HARTUNG InTENIPERLINE 17B00 WEST VALLEY HIGHWAY TUKW I LA WA S H I NIGTON ALFRED CROONGUIST ARCHITECTS ONE UNION SQUARE BUILDING SUITE 3404 SEATTLE, WASHIN►3T .. = > '1_... ry MOM 8182-1B8 9Q 1' ed KW I A u Y 2 Mil ERMITCENTER Of l • 4 low r • t i L. -! kAe..,f') O1vt6i 17 44,a cr e4 I21 -oil Eat WINO `lid -l✓! . p9A �l QlsTke DlW ` lam `/! -tf P.x.t 3 LA C a _ . 2 1 -7 • net' e ogio 4 I H kicrre,1. E \�I�llJl�l �,, ,T pc -Lc - F Ta L-I1.1F '7 1 ” °ta 1-k-914---1 WO Jl.1\46 A 07 1 Gp or 162 =- c? 9 � l la T General Contractor shall verify all dimensions and building conditions . before commencing work. General Contractor shall furnish and install approved }ir"otective pipe guards around P.I. valves, Fire Department connections, electrical transformers and gas meters. • General Contractor shall coordinate with his Subs all bases, curbs and access openings as required for mechanical and electrical equipment. " . Chamfer all corners on exposed concrete walls. All work shall conform with applicable codes and regulations. See mechanical shop drawings for location and size of roof openings for mechanical equipment. Ventilation per the 1985 Uniform Building Code. • Chemical fire extinn;iishers N.I.C. (Not In Con.tract). All Ftud walls and partitions, including furred spaces, shall be fire stopped per code. 9 All doors, including exits, shall be marked per OSHA standards. 0. Exit door hardware shall conform to U.B.C. Section 3303(C). Y Complete fire alarms, hose stations, sprinklers and extinquisher layeuts shall be submitted per separate permit and approval of Washington SUrvey and Rating Bureau, Factory Mutual, and the governing Fire Department. Fire lanes, hydrant locations and protective devices shall be submitted concurrently for required approvals. Mechanical and electrical systems"' including exterior surface and sub - grade - improvements shall be soh itted for separate permit. Underside of roof structure to remain exposed until moisture content of roof structure material reaches 13% or less. !- 4 r 2. .) l=t r1Ut ' i�I 2 1�3 . retz.0 7 1-10 "s\ 0 fit..LEV Vu4 &Pep 6.61 1 5 111 FILE COPY 1 understand that the Plan Check approvals et.blect to errors eel omissions omissions approval are of f plans does not authorize the violation cf any adopted code • • - ance. coPY of A tractor's B y... Date..4�,,�:� .......................................... Permit No ISION it, Te 14 J "'itlezANiNe rinN 1711 4 e,o.qo r3(t ; ; • - tot 0 rc7, I"l�{r /1 1+r ;�-I .. I 1c, c . i (c. .air Af9RoOb 1 CITY OF T'UKWILA I AP'PROVED'I MAY 23 19C1 LPL r l `G i ' I, iON