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HomeMy WebLinkAboutPermit 5973 - Gateway North - Building 2 ShellGATEuJy N0i2TN BULoI NG BP#5q73 9A.!!IDING PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING 5c1 -15 PERMIT NO. I DATE ISSUED: ESS PLAN FEES DESCRIPTION AMOUNT RCPT 1 DATE BUILDING PERMIT FEE 3,676.00 2.389.00 1(140 ai y / 3-Q3- q.Iqq/t) O 1 PLAN CHECK FEE BUILDING SURCHARGE 4.50 WA. ST. CONTRACTOR'S LICENSE # SSGCO *249J8 EXP. DATE ENERGY SURCHARGE David Kehle PHONE 433 -8997 ADDRESS 12878 Interurban Avenue South. Tukwila. WA OTHER: TOTAL. OCC. LOAD 1st 50,390 100 TOTAL - 6,069.50 PROJECT INFORMATION SUI N VALU • eiv -U 0 $ 3325 S 116 St 1 Q68,268.00 PROJECTNAME/TENANT Gateway North Building 2 ASSESSOR ACCOUNT# Q923 �-- X99066 TYPE OF (Xi New Building (Addition U Tenant Improvement (commercial) Li Demolition (building) LJ Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: New office /warehouse building- -shell only. PROPERTY OWNER Bedford Properties PHONE PHONE 2 3 1 -1103 ZIP 98168 7 -9393 ADDRESS 12870 Interurban Avenue South., Tukwila, WA CONTRACTOR SSG Corporation ADDRESS P.O. Box 33978, Seattle, WA [ZIP 98133 WA. ST. CONTRACTOR'S LICENSE # SSGCO *249J8 EXP. DATE ARCHITECT David Kehle PHONE 433 -8997 ADDRESS 12878 Interurban Avenue South. Tukwila. WA ZIP 9R1fR USE 4 Shell /B-2 / CODE COMPLIANCE / / / SIGNATURE: /44 _ j PRINT NAME: 1 46/ i- FLOOR W SQUARE FEET OCC. LOAD SQUARE FEET OC C. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL. OCC. LOAD 1st 50,390 100 50,1g0 100 TOTAL _ 50.390 100 TYPE OF CONSTRUCTION: III -N UBC EDITION (year) 8.8 SETBACKS: N - S - E - W - FIRE PROTECTION: ®Sprinklers 0 Detectors ON /A UTILITY PERMITS REDUIRED? (through ®Yes ONo Publicworks� ZONING: m_ 1BAR /LAND USE CONDITIONSOYes ®No CONDITIONS (other than those noted on or attached to permit/plans): SIGNATURE: /44 _ j PRINT NAME: 1 46/ i- // 4 APPROVED FOR I/ ISSUANCE BY: � 'l BUILDING OFFICIAL know the same whether specified the provisions to sign DATE: n r ! .l.) to be true and correct. All provisions herein or not. The granting of of any other state or local laws for and obtain this building permit. - I hereby certify that I have read a • = xamined this permit and of law and ordinances governing this work will be complied with, this permit does not presume to give authority to violate or cancel regulating construction or the performance or work. I am authorized DATE: S — A ? '- ?C. SIGNATURE: /44 _ j PRINT NAME: 1 46/ i- COMPANY: j�� �jcQ 'Pr - Y tom' This permit shall become null and void if the work is not commenced within 180 days Irom the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. M .rA DATE ISSUED: SEATTLE•F!RST NATIONAL BANM MEMBER FPIC INTERNATIONAL TRADE OPERATIONS P.O. BOX 3977 SEATTLE, WASHINGTON 98124 U.S.A. CABLE: FIRSTBANK SEATTLE TELEX: 320249 Page 1 of 2 Standby T,C Number 77343 -G IRREVOCABLE STANDBY LETTER OP CREDIT 19 APRTT. 1990 LETTER OF CREDIT NUMRER 77343 -0 SEND VTA COURIER TO: BEDFORD PROPERTIES 12720 GATEWAY DRIVE SEATTLE, WA 98168 ATTN: NANCY KRILL BENEFICIARY: CITY OF TIJKWIT.A 6300 SOIJTHCENTER BOULEVARD TIJKWILA, WA ACCOUNT PARTY: REDFORD PROPERTIES, INC. 3470 MT. I)TABLO BOULEVARD SUITE A -100 T.AFAYETTE, CA 94549 AMOUNT :` rUSD79 , 920.00 (SEVENTY -NTNE THOUSAND NINE HUNDRED TWENTY AND NO /100 U.S. DOLLARS) WE HEREBY ISSUE OIJR TRREVOCABLE STANDBY LETTER OF CREDIT TN YOUR FAVOR WITTCH TS,AVAILABT.E AGAINST PRESENTATION OF THE FOLLOWING: 1. YOUR SIGHT DRAFT DkAWN ON SEATTLE-FIRST NATIONAL RANK, AND STATING THEt:I.ETTER OF CREDIT NUMBER. 2. CERTIFTCATTON PURPORTEDLY SIGNED BY AN AUTHORIZED TNDTVIDIJAT. OF THE CITY OF TUKWIT.A, TUKWIT.A, WA AS FOLLOWS: "WE CERTIFY THAT BEDFORD PROPERTIES, INC., LAFAYETTE, CA HAS NOT COMPLETED THE LANDSCAPTNG WORK AS REQUIRED BY THE CITY OF TUKWTT.A." 3. THE ORIGINAT. OF THIS STANDBY LETTER OF CREDIT. THIS LETTER OF CRFDTT EXPIRES AT THE COUNTERS OF SEATTLE-FIRST NATIONAT. BANK, LETTER OF CREDIT DEPARTMENT, CIJRRFNTT.Y T.00ATRD AT 800 FIFTH AVENUE, FLOOR 31, SEATTLE, WASHINGTON 98104 ON 31 JULY 1990. FORM 6034 REV. 3/86 44 Page 2 of- 2 Standby LC Number 77343 -G 11 Jy SEATTLE•FIRST NATIONAL BMEMANBERFDIC K INTERNATIONAL TRADE OPERATIONS P.O. BOX 3977 SEATTLE, WASHINGTON 98124 U.S.A. CABLE: FIRSTBANK SEATTLE TELEX: 320249 WE HEREBY ENGAGE WITH YOU THAT DRAFTS AND DOCUMENTS DRAWN UNDER AND TN STRICT COMPLIANCE WITH THE TERMS OF THIS LETTER OF CREDIT WTLT, RE DULY HONORED UPON PRESENTATION TO IJS. THIS LETTER OF CREDIT TS SUBJECT TO UCP 1983 REVTSTON TCC PUBLICATION NUMBER 400. VERY TRULY YOURS, SEATTLE -FIRST NATIONAL RANK BY AUTHORIZET) SIGNATURE • CORPUS • r • AU RUED STGNATURE Wiiumuol APR 3 01990 CITY ul PLANNING DEPT. r' FORM 6034 REV. 3 /8000 APR 26 '90 09 :16 OFFICE MAILING )RESS •1200 • Ibth AVE. N.E +711 SEATTLE., WA $18125 SEAT1LE, WA 911I7S *Wit 30 0393 C I O ' Sy CORPORATION April 25, 1990 Mr. Bob Hart Bedford Properties, Inc. 12720 Gateway Drive, Suite 107 Seattle, WA 98168 Re: Gateway North Phase I SSG Job No: 87 -24 P. 2/2 Dear Bob: Pursuant to our telephone conversation of this date, this letter is to confirm the cost of the landscape and irrigation on tho above - referenced project is $53,280.00 plus Washington State Sales Tax. Teufel Commercial Landscape is the subcontractor for this work. If SSG Corporation can be of further assistance, please do not hesitate to call. Yours truly, Donald S. Cunningh Vice President DSC:smc cc: Mr. Steve M. Gwinn Job File Corr. File 04254. APR 3 0 1990 BUILDING PERMIT APPLICATION PROJECT NAME &c .U)r_/A4' `' )ov ii /1 (] tk SITE,ADDRES PLAN CHECK NUMBER TRACKING SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. f BUILDING - initial review FIRE PLANNING --"PUBLIC WORKS tv -It-in /0'' / `yq (ROUTED) Ib -ll•89 RE CONSULTANT: Date Sent - INIT: EMMA r� .: /p -u - q Date Approved - FIRE PROTECTION: Sprinklers (1 Detectors O N/A FIRE DEPT. LETTER DATE i r --g j INSPECTOR: s ZONING: rn .. 1 REFERENCE FILE NOS.: BAFULAND USE CONDITIONS? (—)Yes MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: 0 OTHER BUILDING - Ifinal review TYPE OF CONSTRUCTION: UBC EDITION (year): REVIEW COMPLETED PERMIT NO. CONTACTED om- DATE READY DATE NOTIFIED , ,-*&& " C nnI a BY: � //�� (Init.) -CAV PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) BY: (init.) AMOUNT OWING U ' _ 3RD NOTIFICATION 6l° 5(i1(j'07) PO . 6 cC L,60 BUILDING PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) VVVIIVVIIVI YVVIV -MI V, I YIIIM I •I • VV I VV (206) 433 -1849 DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE /;0,111,6 I �/�Y�I ZIP�i`(li°-' M' t,xI PLAN CHECK vz1 ,-1 - APPLICATION ll1 US T BE FILLED OUT COMPLETELY PLAN CHECK FEE / �f /'l. v o . 9,2 t 7 ,, ,`? = /4.�:9NUMBER cirrU'i`. BUILDING SURCHARGE p ENERGY SURCHARGE OTHER: EXP. DATE Mh� )oItC) , � �� ` ( 'l. P &iiP.r' TOTAL - . t.cam PHONE 4,2.2.}51(17 SITE ADDRESS SUITE # .. ,; L) 1 Icy t VALUE OF COISTRUCTION - $ /) -/ eaj(,r✓�,. l (Ad ? 2 (, 1 t�., l in'w d ai-el 6R.SESSOR AC OUNT # ;1 -�� - �1 ,k A � �1Z� • �ac�to - IU -i0441 �,._.__...._ .,; PROJECT NAME/TENANT Vj' N iel -4 lt,r� l'lG1 TYPE OF New Building Addition LJ Tenant Improvement (commercial) Demolition (building) WORK: Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: `f fief- /Mit2Plaft 6111.044 -- r bstA., al . BUILDING D'•%1 USE (office, warehouse, etc.) Gi: i \ V I ) V S O C A ! . f . I LI Ciiil Hb N uj.e 1J eu k 1 NATURE OF BUSINESS: ,diELL, DN WILL THERE BE A Fs CHANGE IN USE? 0 No Li Yes IF YES, EXPLAIN: bl3u UV/5 SQUARE FOOTAGE - Building :p 1 ,1d Tenant Space: - Area of Construction: i U r WILL THERE : STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? :': No ❑ Yes IF YES, EXPLAIN: i IPROPERTY OWNER �:� (''''PH ONE/,`„ ))lam ADDRESS i28�o I'LUGII /;0,111,6 I �/�Y�I ZIP�i`(li°-' CONTRACTOR `�v J ao J`D PHONE .. q3 �_ ZI P(' �j .� ADDRESS f 0 C �f � ' I' ,,.-h ,r Wb 1►��� WA. ST. CONTRACTOR'S LICENSE # ���'I"" 'k /2.,11 EXP. DATE Mh� )oItC) ARCHITECT /UVi(.> PHONE 4,2.2.}51(17 C�7 ZI PG���(o� ADDRESS 2a7b Ot t, W,..l,u X16 14)0 . �iltwi Lb , Wh I I HEREBY CERTIFY;THAT,>I HAVE READ AND: EXAMINED THIS APPLICATION AND KNOW THE;SAME TO BE: •;TRUE AND CORRECT, AND 1 AM UTHPRIZET APPLY: FOR' THIS PERMIT BUILDING OWNER OR AUTHORIZED AGENT SIGNATUR DATE PRINT NAME �Ul0 IG) PHONE CONTACT PERSON ADDRESSW 10:tu ;I" o k8 .4b. Pn,r) L CITY/Z1 PHONE 3 - c17 IL$ 1.161b >- 9.1 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 Coord!nator at 1133 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architecVengineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 3- I %- 'TO COMMERCIAL SL$dMITTAL CHECKLIST ..." ' :•NEW.COIMIERCIAL • • • • .• • . . fl . • ' . mpfeted byddirig perrnitepplication(one...for each AasitssOr Aocowit Number Two sets (2) :Of. the faHowin " • • ' . . E Structural c.idoulations stamped by a Washington State Il�nsed E. Soils repori stamped by a'Wiihlrigton State: liOrinsed engineer:. •• ...Topographical survey ■•■•••••••• EnergyCitICUlations :starripedbi•eWastilrigtain"'StateliCerised • . engineer or • . . • . Legit description :Working draivingt, stamped by a Washington pl • an . ....... • Arcliitecttiral drawlngs • Structural Elevailons ................. •• . Completed utility permit appHcadon (one fOr:eritire: ...... . Six (6) sett 'Of NOTE Si. : permit apriffc;itiori and ot10.1dist foe; • submfttal requftn7ents :. :.•. ... . . •••••1.1* • • • • •.• •• • • • • •-•. • • •...• • • • .... tic utif lei exita NOTE :::,intiede dimensions e!Mci0 :and ft ways or! • •••••• •• • . . ,• . . ........ Stnicttiral calculatinna stamped by Washington State 1!ce.psed •nglneur (radi storage 81 and over) RESIDENTIAL NEW SINGLEPAMILY DWELLI/40S/ADDITIONS ■■■•■••■, ••■■••■•■• .... COMMERCIAL TENANT IMPROVEMENTS:... „.. Two (2) sets af COnatrUotiOn Overall buUdlng •••." . ......._ ".....:,• pfan . . . of adjacent(cOmmonwa footage Irctinienaiens• ........... or FloOr.lplan.otproPosed tenant . . . . . • . • Tenant space plan :with: use of each room ".::EX.It:didOntegreis:. pad4MS: • New walls existing wafl and walls to be :CI ;:•:•::•:: • . ::::•• . : . . • • NOTE lfan engineer Structural °11 n$:.$tanip to be net)! ,40: 1.*41::Pirt.. s s may • :et (11 .1showing 56 tj 1j: 6( Washington s; and meth�d�f. • 1 , .,...,....,.. .,..e • . . • • : ••• • • . ..... ubhly Work' bedoneiau ••• ••• •• " • : : •• Completed building permit apPlicadon (one for each structure) Assessor Aiccount Number •••• . • Narrative describing existing roof;rnaterial being removed, and Material being : . : • : • :. NOTE A:cottificiation letter Is required prior to final inspection and Off of t.t7f . • • :: . . • • :•• . • • . . • . : : : . . . . —iNTENNAISATELUTE DISHES.: ••• •••• Conipleted•bulkting permit aPplictition '.• : Msessor Account Number :: • . . . • • Two (2)8!"°f: plans ; which inClude::::: • Site Phut (showing bulkkng and Iocatlon : of el1!°11flafsato1:114011sh) Details antenne/Seteilife.dishend71011r401;.'d!t8dhnlen Structural calcuiadons stamped by a Washington State Hnsed e inier may bereOulted: escipllon • •• •• •• Assessor Account Number • . r-i . • ••; Two sets (2) of working drawings, which include:. .*: • Site plan . .; • Foundation plan • • Moor plan • Roof plan •• • Bulking elevations (all views) • BulkUng cross-secdon • • Structural framing plans EWashington State Energy Code data • Ej Completed utility permit application ••••••••••••• ..• . Six (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may be combined. see uglily permit application and checklist for specific submittal requirements. Adtational topographical and soils information may be required if unique site conditions. . . „ .. RESIDENTIA. L.,. REMODELS.: ri Completed building permit applic.adon (one for each structure) : • : ..• • Assessor Account Nurriber .•:.• : • : • ETwo (2) sets of working drawings, which include :. • Foundation plan • Site plan Floor piss • • Roof plan : . • . • Building elevations (all views) • Building cross-section •••••• • Structural framing plans •• NOTE: 11 any utility work Is to be dope provide utility permit application and plans must be submitted, REROOFS • • Completed building permit application (one for each structure) EAssessor Account Number . . • • . . • ,:. : . e E Narrative describing existing roof, material being removed, and material being installed.. ::: • • :: : NOTE A certification letter Is required prior to final inspection and sign • off of the permit. . • • 1.1.••••■•■■ CITY OF T1l YWILA Building( rtment 6300 Soub. .nter Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # Date -- "267,) 1 r j Type of I n s p e c t i o n 4 Date Wanted / — '—' h p •n Site Address '7I3 5. /162 Project ` e r Requestor M7-) 3171. a-r-6.- Phone # ,'LX9 -L .6c? Special Instructions Inspection Results /Commen Inspector Date )77' 6-- 7 01--F 17 '90 09:46 Carlson Asso&ates 8/17/90 SSG Corp. PO Box 33978 Seattle Wa. 984.33 REs Gatewa North, Phase 2 FBuiidiri Yg a) andr'4;/ Permit # '5973-' &}' 9 4, Job i/ 639 YOU,;; P.O. BOX 3443 KIRKLAND ;' WASH INGTON 98083 (206) 820 -1018 r, .=, J U •u .✓ AUG 201990 S$Gth. We certify that all required inspections have been made and that to the beet of our knowledge all items under surveillance comply with plans, specifications, applicable codes and ordinances. Attached are reports of inspections made between 4/11/90 & 8/16/90 on the above project. Sincerely, f �4C� achel Carlson cc: City of Tukwila David Kehle Richard Hudson • ()CT 17 '90 09:.i'' P. 3/8 t.'onstruaion Inapiction & Related Tests Carlson Associates P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 INSPECTION REPORT OF CONCRETE ❑, STRUCTURAL STEEL ❑, ❑ PROJECT 6747140 /tea¢ PeRMIT JOB e4 43 ADDRESS "33 Z S— Csti l /C� � [fd 0 FABRICATOR ARCHITECT CONTRACTOR Ar • ? • C-. IN$PZCTOP QATt: REPORT ONCr _ yf..er I' /27,1704 /A.( en.rrit/rs-. /.� a77.r, G�.J/j 0A.) 4,,,vE /4 even.. /C% /N '.... . A1O JI" � 1044 cPoo /7IAI 2..si�V- • k 1 . // 1a A ..4a i MI cfIZf I in EL 57ZT'r' , I %I ♦0 :.. 1 , J✓ . .' !/ ...• 41..- 1 V. /L :J. -i a G AA - _Av. �� 'o - . 4.'t. 4, ' ., :I 4-t-24. -.. I I.- 4e..... . i-, • 1 . . int .r ALC 4)4.)E 'AJ _/ A X4.1 . it ..._ ,.....4. t. v 4 iI 2411 A. AO +4 Jr... ' ;air. '. L/'IM. r-- '/ - .� . lest. ' K G ,d1 0 /, .y�, / ., _ a- 12co ' 9o/ c,tc ". / V r r;� 40 / � 7 flu' � w r∎... / - C_.. ........� ,,• 1'f'`'67' 0. g -'4 v' 4-/ Je - "'fr -- C42dx.r,,t,7C `Cerir ,4' ,A/7tj :, e"--5400-, i ,.e• .. . :' 4 .au,r ... ,.e -AP' - . ; /A�,.` �,..,. ___ w - '7 ; k�a rgy- 0 .-t C :3' 0 «-F, ,N S-7 11? 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UALE-c, ,1:- C- Za?—G t11- .LIN-C&A,PLiz,- k\ry irt. eda tcrk., Q.s, t I (x\p-i.t_ t"*"3 F t__ .l-•.) IP1 (5C.x..1A-t4, c:Dtt.4-q.1-, 0-CIA-- A tri->C.., -f-efe_i IV41-■14..CA. , +4..)11-111,V.A., • ( _ a • ' • _ .. I • WM • - i"'fill. '..; -'• Ing ■■• :.... ti I. •• .? ; . - — - .1, .g . - ^ op• c .k te( 4,‘ c-A,vto.e \ k4. oh ■ misvegi., '.. • - 4 k" 3-(A.,, — -4( Chlre- _ .z..,7.ii,Aulleatta $11- 1-t-kr--v,t4\-60P,m. Ort-lk--■---+_... -c- c-.E) u'kt› c t.e- 41.4. cravic-T . c_it-> oir- t 041151— __-... • . • 'MEM ' "• , . - • - PIM...,,, 1-7. qA1.) 94 M it-Z - Al '..r., ...7X0/5i0 b./..K. e0A) &Alt rt...e:;it, 4ele 11 5-4(■-•-• _ZeL4.4.._4AJ 0.._..._Er.di_t a i 8 zr-44 d 1 7 ISvnied,tsrc.. si4-r..2. /3 7-th • 2„, .• , , / AiZ 4 '47 A 1 1' 1 - ., 4 Le a 9 A moo '. . 4 1 -. I .0 ' NIA 4. I . ,A f / ' . ' :---4/-- D / 61,7i 0 r f--,v Z , Als....c d 5 /E, aedap,- / i-1,045,...2_,Egz__ eifil 3 Wi. 7F.4•7 44. jJZk P 1740 hreC . /.4#0/,*iri) pi-Ala...01,11-0 cr-e- /.., corriftt #1-14 SKI (-14/apt ZAg "110CFmo Wle2 eliesAlco is 7 E . be/y//.g 4Py, -r--0 INSPECTOR BATE REPORT ' 44_,J744* 4 Cl. ......6. ... z.:50 . i-retrt , z43 i S4tc • i 14* ..„... . C.XIMME1-41Z44.*r475-421 - • 'At " , 6215WX-X-•-----.2241.---014-V4--anair-i dr (Mite-kb-D.9E r-g7ter3 II ilEi) n 421114P - S. .'') C- e' TL- 7-) a c,it/ c.../...) e -7 .c. , v' ,.._--,- ... L:t ri !,•• — .-,,,,/ 4/ 4..,:: L. • • A /6. e'ci • r -3 ,- - st 6 , . - .._: .....r..e,t c-- -- 7-- , ,: ,;;! , ., • , .. • '4-)..; l ‘ — / 17 — 216 . i 1 7.' ') - - • , - - , 1 i 4' VA': . . . - ... ...... ...:441(2.,......._‘./ 1 -...:.' -. .. , ...:, - 4 ' : -'r--- . .,- • Zi.,. . • -ei f I f..7 . AZ . .., .• of ./ .' ..0 .. _, w _ .. / 11111 IP f4Piri III e — 4 ‘ ' r Sy( , ......_! ' • 1' • r _ • -4 . ::!! .. A ir If ...j, ., - .- ....* d., ' d .., di. -d . de 1PCLIA.61j es. 416- ..... a 4,1112 ,/,' 1.. ii ,. -1 44 I I I P P — i if .of ,,,_ , I. i . .."-i . , • 4 .0 ;,4)7,,Z - -' - - , . ..- ...- •....., • .,-, _. • AI 7.1 „rt.-. _ ,..c• - er .../ . 14 I . A li, ..0 ....A..— r 1 2 7__ v=4 .g...........k.44,..--, Fr WO _.„ ' • / „ • , ,.. I Al/ ; - $ / , AP, / A:a I 4/ . CV .■ .. 1 .A.f4._A, Allid , A • 0 Ir., ■$.4 , , 1.111M.MISIMINLIMINNIIWIi 11,-In-i' "IF , i I • • 4$ 1 -JP. a 4f -/ 1 law - • . ..a. -, . Al .., 1 • = .d.--. 4 ..• " • , a .. - --- ...,.. • _di., .i, .1 •, / ' ..7........ri ., .61)._ ..'' ... . 0 Oils-. 4 0" • ., , . • Zal 1 "gadaciiki 1042d ---- -.... /V c7 „ , /..., / .0 - •• , s - .0 ./ , • _. .ilw , ,#' ..1.4 ...t ."... C./ • /; rl v INSPECTOR -- (---i'e�) V" `KZ II OAT 1 REPORT �] /• !T Nom/ LG^/ �.T- r �� Y.� /4 4 �7 „o V4. .., . -. . ( & --._ - - 1J1(J14 6. r—. iar..1 ;1 / .,)./ l.., .. JliJf laa+ . :r, J if i . / .$ . :/ - / p / I t tat .00, ". 4.416- l.., i '_ r _ e w' L.,.J Sri /.! Gn , F3 aan,. A- r.0 Air- -.? Jim f&*.. /..IV r iy1/a CA'7 #ON • _ y L4 G- 747- `1CJ i a 6.244?JL 71�2=, G 4 e . - • . ". 4. . / . 1 a. i ; Vince, /10.....,J 0•■■ i . ""�..._. c...f -0 << 1/ .. t7 4 ?t * /.. . -� a1../.. 7. .I • 40 -- r.• d- • ii1C .. '..Ka_ •, _': .I .rr • .4.,I J � A/ MSG 4ViADtiC .." • .1.L�ff _1' , .1 L /.!.ice... . .. a .iJ . ..... 4fi " N / I .. • 1 / /.1 tJ14. A ./ I .. ./ .- J % /. I. ' ,a - Ai.' J► J 11;60 .4_, I AS " .' 14 4 r % _ i 1 • / 0 .I. OW.- e4A(' 1 717..., ' re Y . .....%.40 iz -W .. .. A � -_./../ 1 ., z L ..fir ail .nh 'ALA Ali J 4 • 4 .•j feV r go r r Jr - 0J A . f► ',. 1 / • I / - /1 Id�C1' e LI _,�.., - , . - r„, .►�s . ii I • 1r ! •`ti .r - ... . , / ,M 7! e a ../A r r Arr • - , sr - / 1 /.... / GK ,/ / ' �]pyl/S�iIYIr1'1�_ /,I.•/�i � ,i/itr /4 �{ �I) } E.--.1 ','tea. . /,J ' 4" 7 3W; T - ,es 0 �" A,-3/1S-e- LC /7^ / � i'04,1 • J 1 -y", 7 _ _........ ___. — .. - INSPECTOR . . DATE -.... REPORT ?-4-. #. 41(6 .4 1 . 1 . .e....a.,.....-5- , • tt ...7-a- _.. . .. ....? _ . • • _ .. _.. , ../ .0 r - . ..e, ..L.of..-. ,-......r. .4, . . 4. .1 " Arr g 414" -.4.44.4.0PZ-zL 4 — .... ....... 7/ - / - - - - — - . / / _ , . _. i_ 7 I 4) 4 . 4 al .0,1 ' - .... . ... -. 4 -. - 4 411.-14444fe-4C*4.44.4‘ .ar 4 4 . 1 ____„_________ .. . ..., / •1•6.- .4e .4' el i a" . . . • , a.'e.f ) 0 ...1 we Az C / -,----i..4.- . . ...., • _ / _. - .,....... _-_-, .._ ...,, / 4 ..4, ..4i .e.-4, .. . • / / -.11 ' -11111-..,-.6 ? -- a Zil: e 4 c ...--.014.-w•;.2r—,44 ...4•__A,444 itie-r-.4__...-- ,,...41.,.14-.41/ ( 0 '. ....ei.. 1/4 killild ill ilAy le 7" 04) 1255. .7 f V e /MIX? We E //'' 'ger eW". &ys 340 0 ... s. 4E-, g -JO _ 5.. ./ ' .., / ' 1 ..• • 41 4,4/6 .7 . -Ii-,/..71 .. I 416-' • 44 he r • 41;frii J ,., (..". fr)e)_alc.' #94,3911-; ../ 44/ At .. .. ., ,_ ar A # I d Ler'. .-.1.41.■-• NM/ .•• -.........-....—•-•.--- /* —de •fl..• -....0 • • . • ..-. • - , d , — • L / ' -.. 4 ...-.4._ - . • - -.. - . ... 411111W d. ...........444..,,,......12,3L...4,0....2. • . ,.. e,, . ' /1 . .1".'' .1 ‘e •e-, -- • szees , ,.........t.-... OCT 17 '90 09:54 • • P.8/8 - INSPICCTOR DAT C r RgPORT iii , ..).•ziv cr, ..-•"1-.., . ., _ ., . /9 I eit *c_340_4_45:Z. VOrene_j21/4_44/242eagait_00 ..,_ .4g2Vdtt474 1 at., hAl-spi NG,' DOC-le /4441 4 1 , _,AT im-01, /144:_filerolyirrA121401-41,7i. c4A4/a77 opaulAwL_47e40,4/&d, 46 cyt /A *-_= xieMC_____ 0 .1., 4' 4' ALA . _,./ ..i, .. • . . .) A. A( . At / . ^ • , , .if? - Z.' / .'r' . —... / / i do V Pr 4' , i ___________ --. ----- . .• ----- ....___ 4.-.—*nnnvw••-••■•r■mwexrwre,..■■••..•■■•■■.Oaa =ram., , urro ...ara.m....■rmaw..—..a.m.. smv.mwmorro ira -24 -'90 WED Pacific Star Roofing, PACIFSR t79JA City of Tukwila Building Department c/o SSG Corporation P. 0. Box 33978 Seattle, WA 98133 20 R i g N•B O W F E D E R I NC . 12902 Highway 99 South Everett, WA 98204 353.5158 Shakos • Bullt•Up • Composition • T11 October 24, 1990 P - 0 1 Attn: Tom Pacific Star Roofing, Inc., has installed roofs on the following: Gateway North, Building 2 3325 S. 116th Street Permit #5973 Gateway North, Building '4 3315 S. 116th. Street Permit #5974 Both buildings have Owens - Corning 31 NC, Class A, Built -up roof systems. Sincerely, PACIFIC STAR ROOFING, INC. Dave Salter OWf NVCO "N,N4 FIBERGLAS Neilablla /Cap Sheet Asphalt 33 -NC' Parma Mop 33 EMNC' PERMA PLY R 32- NC' ,1.-PC:. 32E -NC 31L .4Ca PERMA PLY-8 PERMA PLY-IV 4 I1 .L e • InlarmtrdI t Fulanm te•' o,e Nominal Installed Weight -177 Ib/ 100 ft' Nominal weights provided for dos(gn consIdoretIon, Application of Base Ply' Apply PERMA PLY base ply with 2" (min, 1 ") side leps J and end laps, Mechanically secure maximum 9" o.c. at aide laps and maximum 18" G.C, on two linos 11.13" from oath edge (staggered). Mechanical socuromont using mechanical fasteners recommended by the dock manufacturer, Large-hood Simplox nails (minimum ",," hood diamaterl, the 13orryfnst Tapefast system, or the Sonco Fastening system may be used on wood or plywood docks only, To minimize wrtnklos and buckles allow enough time for base ply to relax unrollod prior to ettachmont. Application of Plies Embed two plies of PERMA PLY In shingle fashion (starter sheets requirodh lapping 19" into uniform solid moppings of hot bitumen, using 23.451bf100 fe per ply, Starter pllos should be cut to dlmon- sions so ea to preclude coincident side lops to the base ply. Piles rnav bo loft exposed up to six months without surfacing. Application of Mineral Surface Embed nominal 12.ft, lengths of PERMA CAP (18.ft, In Aroa 1111 with 2 (min. 1.1 side and end laps Into a uniform solid mopping ut hot b,tumon, using 20.30 Ib/100 ft? PERMA CAP end laps Shall be ataggerod minimum 3 ft. ' 3.1 Nt, true" 32 NC We tacoMMondod over lightweight car urota In the rulluwurp oraloe Texas, Goorol*, South Carallno, Alabemo, Louisiana, Mieuns,opr, Florida. Calllornlo Aroa 111, and Arizona Ara. 116 31 NC n ,tat wcommandod for application over lightweight concrote Base Ply may be epoclllOd PERMA PLY No, 28, PERMA P .Y•IV, PERMA Rae. or PERMA PLY•R. If PERMA PLY No. 28 bolo shoot not used, bola e plv uioe must bo the sumo es the ply talte. 44 Areas 11, 111 Interpiy/ Surfacing/ Slope Bitumen TM() Materials per 100 ft2 Interply Base Ply' 1 ply Felts 2 plies Bitumen 0 -Ya" 11, III 50 ibs '/2.3" III 50 Ibs 0.3" Parma Mop 50 Ibs 3 -6" iV 40 Ibs 3.6" Parma Mop 40 Ibs Surfacing Asphalt 0-3" 111 25 Ibs 0 -3" Parma Mop 25 Ibs 3 -6" IV 20 Ib3 3.6" Parma Mop 20 Ibs PERMA CAP 75 tbs General Note All general Instructions contained In the General Requirements Section of Owens- Corning Bullt•Up Roofing Products Reforonee and Applieetlon Guide, Pub, No. 5•R•13121 shall be considerod part of this specification. Drainage Roof docks must be graded to drain all water frooly, Drains shell be sufficient In number end size to assure rapid elimination of water from the roof surface, Nailing Ply felts must be beck nallod on Inclinos oxceoding 2" per foot. On slopes betwoon 2' end 3" per foot, beck nailing shell not exceed e foot on center. On slopes greeter then 3" per foot, bock nailing shall not exceed 49" on cantor. Felts are to run parallel to the incline and must bo secured 18" In from the back edge of the felt. Each nail must bo covorod by suecoeding plies. High temporstur..roes may requlre nailing on lower alopos. + „ „ ", ape To � ",y y Ayo RAMA PO ruu PNN•' P,Y Fleshing. Soto Flashing Suction of Owons. Corning iullt.Up Roofing Products Reforonee and Application Guide, Pub, No. 6•RW. 13121, P . 01 CITY OF TUKWILA Builds n Department 6300. .center Boulevard Tukwi 1 , - r1A 98188 (206) 431 -3670 �1 c Type of Inspection /4-711 (1.161 -- P-Ft 7-• INSPECTION RECORD PERMIT # {` t '� 3 Site Address 3?-1S t Requestor {fit „per Special Instructions '3.3-1-5_, ✓. ff /((o Date /(c. 'TO Date Wanted (O-1•7 -�i'f? Project 64.-I,G ...,,, A/. Phone # 2�c(Ce . 6,6 T6 a.m. p.m. Inspection Results /Comments: !Z /,' "4 C94,7 Inspector _ Date %Q.- -, x-177 CITY OF TUKWILA But14f-� Depert.ent 6300 (1 thcenter Boulevard Tukw 'ra, WA 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # -39 Date Type of Inspection 1.1NAL-ik.lci Site Address X31 S S. Requestor �,ab Special Instructions Date Wanted - -1- - '1r) (9. par Project Phone # Inspection Results /Comments: E c. C2W.G, --- ,�.e.�.Sl,�,.p 64- - i c4rv4-r. Inspector Date -?.A — 9U CITY OF TUKWILA duildj�- Department 6300 (j hcenter Boulevard Tukwi r, WA 98188 (206) 431 -3670 Type of Inspection Site Address 3�f � 1 ( (, Requestor (f\}Z-ee- Special Instructions INSPECTION RECORD PERMIT # Date Date Wanted Project G Phone # FAR/ 96 •RI• Inspection Results /Comments: Inspector Date YkP /`!'v Type of Inspection Site Address Requestor Special Instructions CITY OF, TUKWILA Department 6300 1,....Acenter Boulev rd Tukwila, WA 913188 (206) 431-3670 1;4\ INSPECTION RECORD PERMIT # D.1 7 3 Date - - 9 o Date Want tq-qo p.m. Project Z-- Phone # 2;242 0 —Ce 9 : C)L4r1.4 - Inspection Results/Comments: Inspector Date CA- k) • CITY OF TUKWILA Built(/, ' Department 6300 1., .hcenter Boulevard Tukwila, WA 98188 (206) 431-3670 INSPECTION RECORD PERMIT # Date Type of Inspection Site Address Requestor Special Instructions Date Want 3- 7 Project Phone # (Q6-, p.m. r 5 Inspection Results/Comments: (PIJ Pcl-crk-ItC,-) A-1,49 1iercc- 7) i4 -a-'7-C7 l •A---t-TvE - PrZ-t■ Inspector Date CITY OF TUKWILA vartment 6300 S enter Boulevard Tukwila, WA 98188 (206) 431-3670 Type of Inspection Site Address Requestor Special Instructions INSPECTION RECORD PERMIT # Date Co r€- .51-r-Vp • 110 -61- AI\ 'ffv,kftn V00( cdsD Date Wanted a.m. p.m. Project a LAJCA kiCji Phone # C;)LA WV1 (19 Inspection Results/Comments: ch- 1-0,J1.441, Inspector Date CITY OF TUKWILA Builds apartment 6300 S ._.,center Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # 7 3 Date 7ZO Date Wanted 2 ` C ,1 Project Phone # Type of Inspection Site Address Requestor Special Instructions �Z. Inspection Results /Comments: • . —14.4 (—La Tnsoector Date %' 2'(- 7a 'ype of Inspection site Address equestor special Instructions r CITY OF TUKWILA Buildin`'nartment 6300 So Inter Boulevard Tukwila, WA 98188 (206) 431 -3670 �v :�M1N iI.•.'. Jai.. Kl• tt��. S.:. tAt`. ..I�• :.'!S,'In + :'. =.fi':.a^k.•t i'J.' :�t;l'l•. ?'.. :.. `.'.`u• ) '5 :�.. INSPECTION RECORD PERMIT # 3 Date Wan ed /7 � a. p.m. V Phone # <-((e — Cie Ca-.q (e nspection Results /Comments: cC, (`e- f�ry s ( \rr LA-La-3\1:4'r � Q� y3 WI • l i It f�a�S s P tom. r--rA4' [nspector Date 7(2-3/`' 6 CITY OF :(MILA Building 'rtment 6300 Sou Ater Boulevard Tukwila, WA 98188 (206) 431-3670 Type of Inspection (6( Site Address Requestor Special Instructions 471111.11111MIN - INSPECTeN RECORD PERMIT # Date /7 Date Want 7 -/ . . p.R Project Oti_1(2 ay /1) Phone # C.? 30 Inspection Results/Comments: Inspector Date CITY OF TUKWILA Bui I di OK lartment 6300 So _miter Boulevard Tukwila, WA 98188 (206) 431-3670 Vi INSPECTION RECORD PERMIT # 691?-) Date 1— Type of InspectionL7(t)LA Date Wanted 1- (1 p.R Site Address (Ueth <3/ Project Requestor ncnc-I-LA- Phone # Special Instructions LOGO_ hialkA,LQ a() 0L-1 (ne4ketkcji/ Inspection Results/Comments: Inspector Date 7 (0 /70 CITY OF iliKWILA Building ,srtment 6300'Sou —Jriter Boulevard Tukwila, WA 98188 (206) 431-3670 Type of Inspection Site Address Requestor Special Instructions /(b INSPECTION RECORD PERMIT # s? 7 3 Date Date Wanted (a - --?a .m. Project gCAje., Phone # P.441(jo Ci Inspection Results/Comments: Date CITY OirTIIKWILA Buildi apartment 6300 S 6.ocenter Boulevard Tukwila, WA 98188 (206) 431-3670 4■• Type of Inspection Dv ( 0 ,n. e is Site Address 3 _2 Requestor ( (J/ . Special Instructions INSPECTeN RECORD PERMIT # 597 3 Date "7-/o c„, Date Want -d Project Phone # Inspection Results/Comments: • Inspector 24,1—‘, Date 6- CITY Of TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection Site Address Requestor Special Instructions v 5t1 f_LitD • ( INSPECTION RECORD C97 S 0 Sqt PERMIT # Date ?inliNIIIMI1 Date Want Project Phone # C,IL.,//lit. • nnin p.m. 411111' • Inspection Results/Comments: VIA AA. i , V Cty r Gt4Lx— -1-ktartjA Inspector Date ".-r 7'6 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection Site Address Requestor Special Instructions r'Ui +!�AL;.4:.2'r.$d A:.;. %ls:,_Iaa.t ,�, _:'f. �i.:i /•'.SS�;!...,..�.. INSPECTION RECORD PERMIT #x,n� 7 Date S — —C( C� Date Wanted - �/�-�}'0 .n ,/ p .m, Project it � �� Phone # MOB ayvi . no n rup fcc.al Inspection Results/Comments: L..4/?. vLct ■de S Inspector Date S /i' i?4 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 INSPECTION RECORD PERMIT # •73 Date Type of Inspection 54 (Ap- rj4-4-- Date Wanted 5-77A d p.m. Site Address ."".:5-2-5 5 //6-1:- Project 1,,IA, ,J 42- Requestor e,2; Mai; - Phone # 2.4(t- W74 Special Instructions bt211 . et..5, Inspection Results/Comments: e;26-crp (u:k, r 49-AXJ, 4)1Z77 rhAAA- 4R-Wv-b Vic CA-34-Av• 0.4-■%,%:• C-.•■•2-A- V 10 r 161-cki.‘. ig-VO 4-X-4dkl-‹) • -ikk-0-10-A-ok 01- . . Inspector Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection 292CA.-- Site Address Requestor Special Instructions t14 INSPECTION RECORD ( PERMIT # -317/c6i--frLd Date 6#363MC) Date Wanted 5/1 //6 Project Phone Inspection Results/Comments: ecC L:2) "Crt..1— Inspector Date cr CITY OF TUKWILA Building Division 6200 Tukwila,,tWashington u198188 (206) 433 -1849 Type of Inspection _ �!)(� Site Address Requestor Special Instructions 1/ I it f'i r NH- INSPECTION RECORD 9 7 PERMIT # Date Sf Date Wante Project Phone # ("Y) . Inspection Results /Comments: 4-#L- Y C r• CLa- CA .r�. -- S- .3cy.. N-r4 Inspector G- Date 4.(2> (�a CITY OF TUKWILA Building Division 6200 Tukwila,,tWashington ul98188 (206) 433 -1849 Type of Inspection �OGllb� Site Address Requestor IY Special Instructions INSPECTION RECORD PERMIT # 9 7 :3 Date Date Wanted `—C r(� ` �D a�.r�. p .m. Project Sc ie Ll �Q,% _ _ ( r l ' r +f V1 .� Phone # , / --,Jc? ( % 4e i -C 11�1( s Inspection Results /Comments: r» .fie -l-iC FE /JO P4V K__ Lrve tSP_�vV wIDA /VO (5 PC-C-1. i / r4 S62 —Mx-- • Po w rc._ wars HR-t -i'F12 Ap P a e x, . / () 1411 Ns - i t r�'i t L. ik hi F-1-0 R -en-Ni osr— C43 c /ho C /1-(kYi -t v Ep . H-ET TN T Ck!`. c-t'- ' .— io L.4--ce yi T A ' 714 f dun.- tiv '3 u m Gp .0 LA i2-4 1,16_ i 5 i mi PA-G cr t v.rock -01) weyt -ve- moor' p- 7114-7- cam$ 6D19 tram.49 t 1. #444J1) rn A V....1-o,^i r.1r l (beD L c' 1 N�j r Inspector r Date /4AZ 0 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 104 • Type of Inspection Si te Address 332E3 S 6:5-f2N Requestor ekAar4-1A.A.) Special Instructions INSPECTION RECORD PERMIT # Date L4-2.0 --clO Date Wanted —47.0.0P•m•_ Project MD. Bde.2 Phone # Inspection Results/Comments: Date INSPECTION RECORD CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 PERMIT # Li 73 Date —17-90 Type of Inspection cx t1C Date Want9..di a .m. Site te Address 53 5 <2 -S I Project t_—_*--f- Requestor 1 ry)(1.1, 7L7) Phone # — (0 Special Instructions (-)K) /Lk Inspection Results/Comments: kJ 6' 0 cArt-pa t.c) _ e Inspector (::;; - Date 4tcT CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ..,.,....,... n... .w,.u...,..........�,.,....,a.. wr,,.... . y e.. ....,. ,r:,:�.x..rrc...�ar:..r.�•...n�: •.:�.,.•::�..:'•7`r+,.r ".5 X•::. '^5!!X :' INSPECTION RECORD c� PERMIT # c�....9 7 Date ti-1/ -90 Type of Inspection Date Wanted ) z ` a1 . p.m. Site Address ��— Project (. —, Requestor &Min /= I Phone # � r CO& 9 Special Instructions Inspection Results /Comments: /A -- c -n u a (2/+.4e,Aa-Al 1717b77,24 cS a../ �rvw1_ X11 /04/12C-PwS Inspector 4i(2 /io .4 Sit)2. Date 4r7 ;21(id CITY OF TUKWILA INSPECTION RECORD Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection Site Address Requestor t 1 Special Instructions Pc PERMIT # ,09 7 3 Date C Date Want% Project N Phone # Alow 64(0 Ce (le Inspection Results/Comments: CT) -7-1 OGS-- enpecl; c) ES .Er_,T13 Yrv44-14._ .1 EET, ae: cvs-pLAloS ArSANM7 Inspector Date it\ lc? City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Control No. %' " C Permit No. '.% ; V Project Name //'?/e Address • i r2. r / / is /./.1 Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: /i / Hood & Duct: A., Halon: n% Monitor: Pre -Fire: Permits: L..i Authorized Signature '2--- /// Date /(,;(-) CJ FINALAPP.FRM T.F.D. Form F.P. 85 gi-0-777/-14- 597 ( SSG CORPORATION P.O. BOX 33978 SEATTLE, WA 98133 223- 01- SSGCO * *249J8 (206) 367 -9393 TO City of Tukwila 6200 South Center Blvd. Tukwila, WA 98188 LETTER: 1F TRANSMITTAL DATE Oct 30, 1996-1JOB NO. 89 -19 SUB NUMBER ATTENTION To Whom It May Concern RE: Phase II - Gateway North GENTLEMEN: WE ARE SENDING YOU ® Attached ❑ Under seperate cover via the following items: ❑ Material Submittals ❑ Prints ❑ Plans ❑ Specifications ❑ Color Samples ❑ Copy of letter ❑ Change Order ❑ COPIES DATE NO DESCRIPTION 1 10/24/90 Roofing installations from Pacific Star Roofing. THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as noted ❑ Resubmit copies for approval ® For your use ❑ Returned for corrections ❑ Submit copies for distribution ❑ As requested ❑ Approved as submitted ❑ Return _ corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 RETURNED AFTER LOAN TO US REMARKS PLAfJn!!r ;. COPY TO: job file 89 -19 / corr. to city SIGNED: George Minniear 11 enclosures are not as noted, kindly notiln us at once. 1 Pacific Star Roofing. RORR 179JA City of Tukwila Building Department c/o SSG Corporation P. 0. Box 33978 Seattle, WA 98133 Attn: Tom t, 12902 Highway 99 South Everett, WA 98204 353 -5156 Shakes • Built-Up • Composition •''Tlls M1 1 11; 4) L• ; h \ our 261990 October 24, 1990 ate;.. V.. •..J Pacific Star Roofing, Inc., has installed roofs on the following: Gateway North, Building 2 3325 S. 116th Street Permit #5973 Gateway North, Building 4 3315 S. 116th Street Permit #5974 Both buildings have Owens - Corning 31 NC, Class A, Built -up roof systems. Sincerely,' PACIFIC'STAR ROOFING, INC. �q4! \ / GQ N • Dave Salter CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 RECEIVED CITY OF TUKWILA OCT 2 5 1990 * *REVISION SUBMITTAL ** DATE Ie,• •1? PROJECT NAME Wm ib FI • al10 u4 Z4 ADDRESS PERMIT CENTER CONTACT PERSON 2A6 - PHONE 3 -2P111 i ARCHITECT OR ENGINEER NI (2H L5 PERMIT NUMBER V11- W' kV", (If previously issued) PLAN CHECK NUMBER 5T-13 J 5 cfl LI TYPE OF REVISION: Mein CHbilue moo 111tx, T Ill 11111eDL 11 -lb �- SHEET NUMBER(S) 'E ►.►5r1ti R ' "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: G�i 1-111-1 L! david ke architect`' October 23, 1990 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 90180 Attn: Mr. Ken Nelson Re: Gateway North - Bldgs. 2 & '1 Phase II B9 -T -1'l & 15 Dear Ken, RECEIVED CITY OF TUKWILA OCT 2 5 1999 PERMIT CENTER The standard electrical room Framing as shown on the permit set was to be 2x'1 studs @ 16" o/c and 2x12 ceiling joists @ 16" o/c with plywood on top. This was designed to accommodate potential light storage (125 psF live load). The contractor, Campbell and Campbell, made a change to steel studs and steel joists. They have included the Steeler, Inc. ICBO Report #11389, which includes the design load limits For both steel studs and steel joists. The joists used were CW 10 "x 1'1 GA. at 16" o/c which span 11' -9 ". Per page 28, joists table For CW sections, the deflection limit oF L/180 was used with a 1'1 GA. loading in excess of 260 PLF at 16" o /c, the live load capacity is greater than 125 psF (167 PLF). The studs used were SS 350 x 20 gauge at 16" o/c which span is only 10'. Per page 7, table NO. V., the stud is capable of taking 2000 pounds of load. At 125 psF, each stud will only take 1000 pounds of load. By inspection of these tables, the installed steel studs and joists are capable oF meeting the original design criteria. I trust this will answer the inspectors questions. IF you need additional information, please call. David Kehle DK /mc Enclosure cc: Bob Hart George linniear Field - Tom Smart w /enclosure (206)433 -8997 0 12878 INTERURBAN AVENUE SOUTH 0 SEATTLE, WASHINGTON 98168 Drywall Specialists Working on Your Scheduling Needs TRANSMITTAL FROM: CAMPBELL AND CAMPBELL, INC. 5521 116TH NE KIRKLAND, WA. 98033 206 - 822 -8707 CAMPBCI112D2 FILE NAME: DATE : OCT 22r RECEIVED CITYOF TUKWILA OCT 2 5 1990 PERMIT CENTER TO: ,�•43.i/11> /E /? 87' Ave S ATTENTION: JOB: WE ARE SENDING: ATTACHED SEPARATELY DELIVERED BY MAIL QUANTITY DESCRIPTION 1 TRAN.SMTTTAT, REMARKS: A47144,4.5 ../6)($'7 S ids ,. /(,'�u.�. CAMPBEjLL AN i CAMPBELL, INC . BY : l (u) /O '')(4g/0. x a::4, sa /a.01 -s Less 1144,-) /z VAL S. CAMPS PRESIDENT (206) 822 -8707 • FAX 822 -8746 5521 - 116th AVE. N.E. • KIRKLAND, WA 98033 Carlson Associates p 'onstruction Inspection 6? Related Tests REPORT OF CONCRETE TEST SPECIMENS Date Molded. 8 -16 , 19 90 Client. S•S.G. P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 Job. No.CA 639A PERMIT NO. 5973 Project. Gateway N. Phase II. Bldg. 2. Address• 3325 S. 116th St. Tukwi72 Contractor: S .5.G. Sub- Contractor• Architect: David Kehle Engineer: Concrete Supplier: Ocean Const. Cast by• _151 Jeong Weather: partly cloudy Temp. high: 62 Temp. low. Location of Concrete Placement Low retaining wall for loading dock. Strength Requirement: 3000 Cement Type: I Admix, Amount: Coarse egg. size : -7f 8" Brand: PSI @ 28 days Slump: 411 No. of sacks. dAsi E91 Entrained Air Type :_natuna•. Admix, Amount. Brand• Fine Agg. Size. h1 dg Specimen No. Sps,;imsn Type Test Q Days Register Number Date Reed. Date Tested Total Load Area Unit Load PSI Report No. #f29 A 6x12 •6 8 -1 8 -2 0•• • ••• B 28 7970 7971 9_13 9_ij 110,500 111,500 3910 3940 64 64 C 28 D E F Remarks: FRANK W. CARLSON PL/ Associates istruction Inspection 9 Related Tests REPORT OF CONCRETE TEST SPECIMENS Date Molded: 7-24 , 19 90 Client: SSG Project. Gateway N. Phase 2 Bldg. 2 AUG a 1990 PEA .lob: No`: LA-- 639A P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 5973 Address: T325 S . 116th St . Tukwila Contractor. SSG Sub- Contractor Architect: David Kehle Engineer. Concrete Supplier: Ocean Const. Cast by mark Jeong Weather: Cloudy Location of Concrete Placement. Temp. high: 63 Closure slab on ou Temp. low. :._ -0 Strength Requirement. Cement Type: 1 Admix, Amount: Coarse agg. size. 7/8 2500 PSI @ 28 days Slump. 4 1/2 No. of sacks: Design Entrained Air Brand: Admix, Amount: Brand. Fine Agg. Size. Bldg_ Type: Natural Sp.cim.n No. Sp.cim.n Typ. T.st(i Doys R.pist.r Number Dot. R.e'd. Date Tooted Total Load Ar.a Unit Lood PSI R.port No. 21 A 6 x 12 cyl. 7 7882 7 -25 7 -31 103,000 28.27 3640 43 e 2R 7Rfl3 8 -21 r 8 -21 —. C 28 7884 - D E F Remarks: FRANK W. CARLSON C Carlson Associate r ° ^onstruction Inspection & Related Tests '.--q[PV/F13 REPORT OF CONCRETE TEST SPECIMENS ! AUG 10 1990 . Date Molded: 7-30 , 1990 ' —job. 'No. CA 39 Client: SSG P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 5973 Project. Gateway N. Phase 2 Bldg. 2. Address. 3325 S. 116th St. Tukwila Contractor: Architect: SSG naviri Kehle Concrete Supplier: Ocean Const. Sub-Contractor. Engineer: Cast by Mark Jeong Weather: Fair Temp. high: 70 Temp. low. Location of Concrete Placement. Clousure slab balance in entirety. Strength Requirement: PSI @ 28 days Slump. 5 tt Cement Type: I No. of sacks: Design Entrained Air Admix, Amount: Brand: Admix, Amount: Brand. Coarse agg. size. 7/8 Type: Natural Fine Agg. Size Bldg. Specimen No. Specimen Type Trust Q Days Register Number Date Reed, Dote Tested Total Load AfeO Unit Load PSI Report No. 23 A 6 x 12 cyl 7 7915 7 -31 8 -6 90,000 28.27 3180 47 B 28 7916 8 -27 C 28. 7917 8 -27 D E F Remarks. FRANK W. CARLSON 171- Carlson Associates ( 'Instruction Inspection 9 Related Tens REPORT OF CONCRETE TEST SPECIMENS Date Molded. 8/7 , 19 90 Client. SSG Corp. Project. Gateway North, Bldg. 2 Address. 3325 S. 116th St. Contractor. SSG P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 Job. No. CA 639A PERMIT NO. 5973 Architect: David Kehle Sub - Contractor Engineer: Richard Hudson Concrete Supplier: Ocean Cast 6y. Harry Ness Weather: Clear Temp. high: 65 Temp. love Location of Concrete Placement. Section od slab at sprinkler valve and footings for 4 dumpster ericlosures. Strength Requirement. 2500 PSi @ 28 days Slump. 4" Cement Type: I No. of socks: design mix Entrained Air Admix, Amount: Brand: Admix, Amount: Brand. Coarse agg. size: 3/4 Type: natural Fine Agg. Size. bldg. Specimen No. Specimen Type Test (i Days Register Number Dote Recd. Date Tested Tool Load Area Unit Load PM Report No. 25 A 6 x 12 cyl 7 7942 8/8 8/14 81.500 28.27 2880 50 B 28 7943 9/4 1101500 3910 60 C 28 7944 9/4 110,000 3890 60 D E F Remarks: FRANK W. CARLSON Carlson Associates 4 'onstruction Inspection S Related Tests REPORT OF CONCRETE TEST SPECIMENS Date Molded: 8/10 19 90 Client. Project• Address: SSG Corp. 1 Ir: 'i!II hJ t' lid 5EP 13 1990 if,AT IVs t.: CA. .639"A DEPT. P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5973 Gateway North, Phase 2 Bldg. 2 3325 S. 116th St. Contractor: SSG Architect: David Kehle Concrete Supplier: Ocean Sub-Contractor. Engineer: Richard Hudson Cast by• Mark Jeong Weather: Clear Temp. high: 70 Temp. low. Location of Concrete Placement. Low retaining wall and footing at loading clock Strength Requirement: Cement Type: I No. of sacks: design mix 3000 PSI @ 28 days Admix, Amount: Coarse egg. size: 7/8 Brand: Admix, Amount: Type: natural Slump. 4" Entrained Air Brand: Fine Agg. Size bldg. Specimen No. Specimen Type Test (l Days Register Number Data Reed. Dote Tested Total Load Area Unit Load PSI Report No. 27 A 6 x 12 cyl 7 7963 8/11 8/17 102,000 28.27 3610 52 _ B 28 7964 9/7 100,500 3540 62 C 28 7965 917 inn 3540 62 D ,5nn E F Remarks: FRANK W. CARLSON 01' Carlson Associates REPORT OF CONCRETE TEST SPECIMENS _ _ Date Molded: 8 -16 , 19 90 Jo No i,9A. r,rPT• Client: S.S,G. i,c:,,, AUG 29 1990 Project. Gateway N. Phase 11. Bldg. 2. Address• 332�i S. ll6th St. Tukwila 'onstruction Inspection 9 Related Tests P.O. BOX 3443 RKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5973 Contractor: S - S . G. Sub-Contractor Architect: David Kehle Engineer. Concrete Supplier: Ocean Const. Cast by Mark Jeong Weather: partly cloudy Temp. high: 62 Temp. low. Location of Concrete Placement• Low retaining wall for loading dock. Strength Requirement: 3000 PSI @ 28 days Slump. Cement Type: ]: Admix, Amount: Coarse agg. size: 7/8" Type:_natUra1 No. of sacks• d si gn Entrained Air Brand. Admix, Amount: Brand: Fine Agg. Size. hlrig,. Specimen No. Specimen Type Test Q Days Register Number Date Reed. Date Tested Total Load Area Unit Load PSI Report No. #29 A 6x12 7 7969 8 -17 8 -23 82,000 28.27 2900 56 B 28 7970 9 -13 C 28 7971 9 -13 D E F Remarks: FRANK W. CARLSON e -bnstruction Inspection & Related Tens Carlson Associate ( P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 REPORT OF CONCRETE TEST SPECIMENS PLANNING 820 -1018 r, ; , Date Molded: 7/31 , 19 90 '�06: N•. PERMIT NO. 5973 Client. SSG Corp. Project. Gateway North. Bldg. 2 Address. '3325 S . 116th St . Contractor: SSG Architoct: David Kehle Sub- Contractor: Engineer. Richard Hudson Concrete Supplier; Ocean Cast by Harry NP.SR Weather: Overcast Temp. high: _ 60 Temp. low. Location of Concrete Placement. Dumpster Panel Strength Requirement: 3000 PSI @ 28 days Slump. 5" Cement Type: I No. of sacks• design mix Entrained Air Admix, Amount: Brand: Admix, Amount: Brand' Coarse agg. size: 3/4 Type: natural Fine Agg. Size. hi dg. Specimen No. Sp.cIm.n Type Test Q Days Replstsr Number Dow Reed. Dots Tested Total Load .r.o Unit Lood PSI R.port No. A 6 x 12 cyl B C 24 D 7 7927 8/1 8/14 84,500 28.27 2990 49 E 28 7928 8/28 125,000 4420 59 F 28 7929 8/28 123,500 4370 59 Remarks: FRANK W. CARLSON Carlson Associates i',I(c;i0101 SEP 4 1990 REPORT OF CONCRETE TEST SPECIMENS CITY-6cr Date Molded: Client. SSG 7 -30 , 1990 IT teruction Inspection o Related Tens ob. yc NI6 §qAE T.....__ P.O. BOX 3443 IRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 5973 Project. Gateway N. Phase 2 Bldg. 2. Address' Contractor: Architect: 3325 S. 116th St. Tukwila SSG navid Kehle Concrete Supplier: Ocean Const . Sub-Contractor Engineer: Cast by. Mark Jeong Weather: Fair Temp. high: 70 Temp. low. Location of Concrete Placement: Clousure slab balance in entirety. Strength Requirement: 2500 PSI @ 28 days Cement Type: I No. of sacks. Design Entrained Air Admix, Amount: Brand: Admix, Amount: Brand. Coarse agg. size: 7/8 Type; Natural Fine Agg. Size. Bldg. Slump. 5t, Specimen No. Specimen Type Test p Days Register Number Dot. Reed. Dote Tested Total Load Arno Unit Load PSI Report No. 23 A 6 x 12 Qyl 7 7915 7 -31 8 -6 90,000 28.27 3180 47 B 28 7916 8 -27 105,000 3710 57 C 28 7917 8 -27 105,500 3730 57 D E F Remarks. FRANK W. CARLSON Carlson Associate REPORT OF CONCRETE TEST SPECIMENS Date Molded: 7 -24 , 19. 90 Client• SSG Project. rg-g\y/7.1 AUG 241990 �.. ^onstruction Inspection 9 Related Tests Job. No. CA 639A P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 5973 Gateway N. Phase 2 Bldg. 2 Address: 3325 S. 116th St. Tukwila Contractor: SSG Sub - Contractor: Architect: David Kahle Engineer: Concrete Supplier: Ocean Const. Cost by: Mark Jeong Weather: Cloudy Location of Concrete Placement: Temp. high: 63 Temp. low. Closure slab on south end of Bldg. entirey. Strength Requirement: 2500 PSI @ 28 days Slump. 4 1/2 Cement Type: 1 No. of sacks: Design Entrained Air Admix, Amount: Brand : Admix, Amount: Brand. Coarse agg. size: 7/8 Type: Natural Fine Agg. Size. B1.dg Spielman No. Spielman Typ. T.st (i Doys Register Number Datn, R.c'd. Dot. Tested Totol Load Ar.a Unit Load PSI Report No. 21 A 6 x 12 cyl 7 7882 7 -25 7 -31 103,000 28.27 3640 43 B 28 7883 8 -2lr a -21 144.500 5110 54 C 7aa4 144,00h 090 K4 D _28 E F Remarks: FRANK W. CARLSON /(31 Carlson Associates ( instruction Inspection 9 Related Tests REPORT OF CONCRETE TEST SPECIMENS 8/10 , 19 90 Date Molded: Job. No. CA 639 A Client: SSG Corp. Project. Gateway North, Phase 2 Bldg. 2 Address. 3325 S. 116th St. P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 5973 Contractor. SSG Sub-Contractor Architect: David Kehle Engineer: Richard Hudson Concrete Supplier: Ocean Cast by Mark Jeong Weather: Clear Temp. high: 70 Temp. low. Location of Concrete Placement' Low retaining wall and footi ng at 1 oarltng clock Strength Requirement. 3000 PSI @ 28 days Slump. 4" Cement Type: 1 No. of sacks: design mix Entrained Air Admix, Amount: Brand : _ Admix, Amount: Brand: Coarse og9. size: 7/8 Type: nattirpl Fine Agg. Size: bldg. Specimen No. Specimen Type Test p Days Register Number Date Rec'd. Date Tested Total Load Area Unit Load PSI Report No. 27 A 6 x 12 cyl 7 7963 8/11 8/17 102,000 28.27 3610 52 B 28 ?964 9/7 C 28 7965 9/7 D E F Remarks. FRANK W. CARLSON Carlson Associates 8/17/90 SSG Corp. PO Box 33978 Seattle Wa. 98133 RE: Gateway North, Phase 2 Building 2 and 4 Permit // 5973. `w& 5974 Job # 639 P.O. BOX 3443 KIRKLAND 'WASHINGTON 98083 ( -s6) 820 -1018 NMEMP AUG 201990 CITY OF T 3.1(VVitik PPLA Cdr ._.. -- We certify that all required inspections have been made and that to the best of our knowledge all items under surveillance comply with plans, specifications, applicable codes and ordinances. Attached are reports of inspections made between 4/11/90 & 8/16/90 on the above project. Sincerely, achel Carlson cc: City of Tukwila David Kehle Richard Hudson .onstruction Inspection 6/ Related Tests Carlson Associates PROJECT P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 INSPECTION REPORT OF CONCRETE �0❑, STRUCTURAL STEEL ❑, //��� G❑� 64 nu m, ilmt5E -fi--. 6 )&- X JOB NO. C li 3 / 4- PERMIT NO. 7 3 ADDRESS 3 3 z S ' / v . / • f itiektk ARCHITECT D4 1)/L 4--#4421E ❑ FABRICATOR CONTRACTOR r • S &-. INSPECTOR DATE REPORT JoNCr ..4u rcib '7t*✓' inl # MICITi%rc , -o -' c.1 ow.) 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II 14 - , I-- 4 / _ - _.; 4.-- „ . . . &JA1 6-• jg 70 5",•"1,-/ T.-T rlr_e . 4 0 e4. a(a4.//4 iNcerCit4) 47•11A2 Ofie / 41_,-,140fid./411-(00$/pelle/M 4/4a4/6i14__ tSky_G-_______ 7-'r- CI 7r),A01•Art seki/e&L.47/.6,A/ C Wiri/iIi5. /46 edv47647WAvritaru GV-Zi.,442114/4" 7 to': - ' ..‹....._ 1. 4 - / , A - - . r7 . ../ 4 .14,4° 4■ / , .. - _E-41LlitSeacte. 3(4ell.,74- $, Cr c) 44, - ... INSPECTOR DATE REPORT 41(i419/1) C2' --- 72_ 1 - 1___ 1 I j14/3 ferir-P /CAPt2 V e t. 41 itA , y - switfecev 2,,61,-, / 7_60 (.4 ap4y(9 41-lLitiodIN6- #41-1,64.0VIZLEfet. caiirtemer_ ///c.-4.40940.-6- . _ ./_-_: _At-- 11. 1149°161. -.11-7a-- 721,15, / ;AI Aro . 4.-4./ ...:.. , dr Ad -- 7 A ..z., - 44,U ci'C G rs O'4i-c3f4..1 to-NSA IC tfe7 -a-1914-t Tip /Z-. Ar6 A1M .r.... .. .... " r/ Zb ' 9060AOLLV21).49p/' 4 l 4 • - 40 .„„ „„, „ ,, dVrce..)Tt-,..) 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U( • .4ir air./ .."- / 4 I A ' • /1 141/1 I '.. ertr7 1 w 4/ aor C .4E4 -, 14-1. .Z... , . .in _ /40 /Ai' • 41t' lil OV7Intiq- al/ Pr ' 7-49 d ?-- M Al4tor 0 , .' 0 0.95-A-kiApf) ?Ake EbifrArr er-2 ,C-4‘ al_ ,1--cots.,r, Pr-17 6r-A) , I i X a / I ., . -- . . , I . . • .c.44.fir A/ . Ii Y i. ' 4tS; m, I /' -d • i 070-cs_ A JAW. I4 1 I .. /A. 6/11-7 3 04 Tr-rr i 1 $ 0i) - A 3 lig e • ZUrril-._ a / INSPECTOR DATE REPORT • - - . / - i . . • . / . , / Cr 'a , ..-- - . - -- - t4-11 41 'C 45-Z1-/, J/2,-'6,-e._-0--er, A Z r7 era c) ,c• e / r '' ele.e/t...,.... ...., . - .4d .4d . . .. . .... .:e .. . . -.• ill 40 elk • .:, • ..... _ ., _ . - -- - 4■1 Air .0.1or -. 7(7/ c. .. / . / / .• ./....e./. -- .., .-..+1 - _-- • - • trecel ...r; / ,./ e•-”71' 11111,../.11Mr -14.4.1 _IL,/ .■e.=A ,,,e......4&C_Zer 02/ ..AN/ .." / 0 ....../AL 0 ..0 .. I •-at ' . •■••••1 . _...... . • __ _ . . ... . c.--..--, e-0? .7 -,, -.I-14-- -, . /1 . --...._ e• - p-iz..e2401-- - -,r_2"1-t4 AO-ti--t.-- ...0....e 0/ Z 0 4 it( SAO/ ,/,..iv re 7 r.4) M-57. ripe /97110 ,MCE/t9,A/7 .enve? e -/0 lo ,4-- /9 --3-s-, ow ,2,/ * ego4(e34 r 7 f- GID ci /go sr& . 1 ,A (d)u) MacilAftluo—, i I-49/0-1 , A. (- 97.--9e„ic. 4t*47i A iv 4 .49a.-.e ! • JO .- ■ T AP40-4 _A I '-)Gel 4- ••• L - C l! IIWMI (fjc/1/ r-r - eizs-.7 i a 7 tit.5 . e-...d.A7 .0 ,, , e Al / , -4.-. - 4 ' .. '' . . - .. . ... - I .41L-. ..o. NV ..., , . / ....,/ / .._. .. ../ 1.....i......4„.Z...g-ed ..../1"11-ett..-Ir..ele cil-e el i'a e - . ..-• - .. • -I a• . . .4 Pe 0 e. 4 INSPECTOR DATE [ REPORT ata ...j k d itl.g,47.__ e-- v .. ____. 4ffT /1,3%Silr,Z • , .14 ■ .1 14p c 3,e99e er..E._,_ _yavo ,. . • f ./ -• . , ta.. ....zEprezz...w. _ 'A-e/L aia,/bLermAtEz_..ziriattzt 4R7.4ei , - . . .;2: ., . 1 - ..,..-, •., . -- _ags7_3s_r , - ,f. ..-■ . , .......... I A — .-.:Ole / i ■ III Ir7 ■•■ / I . ' / ..-. L Carlson Associates Associates nstruction Inspection 9 Related Teti REPORT OF CONCRETE TEST SPECIMENS / AU G 17 1990 Date Molded. 8/ 7 , 19 90 Job PERMIT NO. 5973 CITY ul- TJKWiLA Client: SSG Corp. p1 ANNING DEPT. Project. Gateway North, Bldg. 2 Address 132 5 S . 116 .h S . . P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 Contractor: SSG Sub-Contractor Architect: David Kehle Engineer• Richard Hudson Concrete Supplier: Ocean Cast by. Harry Ness Weather: Clear Temp. high: Location of Concrete Placement. 65 Temp. love Section od slab at sprinkler valve and footings for 4 dumpster enclosures. Strength Requirement: 2500 PSI @ 28 days Slump. Orr Cement Type: 1 No of sacks• design mix Entrained Air Admix, Amount: Brand • Admix, Amount: Brand• Coarse agg. size: 3/4 Type: natural Fine Agg. Size• bldg. Spaciman No. Spseiman Type Tast p Days Register Number Date Reed. Dots Tested Total Load Area Unit Load PSI Report No. 25 A 6 x 12 cyl 7 7942 8/8 8/14 81.500 28.27 2880 50 B 28 7943 9/4 C 28 7944 9J4 D E F Remarks: FRANK W. CARLSON /2L/ ( Carlson Associates AU G 17 1990 Job.(N�'Y <6�3 jQ(K1NIc.A REPORT OF CONCRETE TEST SPECIMENS Date Molded. 7/31 , 19 90 PLANNING DEPT. Client: SSG Corp. ----- Project. Gateway North . Bldg. 2 nstruction Inspection 9 Related Tests Address. 3'325 S . 116th St . Contractor: Architect. SSG David Kehle P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 5973 Sub - Contractor Engineer: Richard Hudson Concrete Supplier: Ocean Cast by: Harry Ness Weather: Overcast Temp. high: 60 Temp. low. Location of Concrete Placement. Dumpster Panel Strength Requirement: 3000 PSI @ 28 days Slump. 5n Cement Type: I No. of sacks• design mix Entrained Air Admix, Amount: Brand. Admix, Amount: Brand: Coarse agg. size: 3/4 Type: natural Fine Agg. Size• hi dg. Specim.n No. Sp.clm.n Typ. Twit Q Days Replete, Number Dot. R.e'd. Dot. Tested Total Loud Area Unit Lood P51 Report No. A 6 x 12 cyl B C .24 D 7 7927 8/1 8/14 84,500 28.27 2990 49 E 28 7928 8/28 , F 28 7929 8/28 Remarks. FRANK W. CARLSON Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: 6 -18 Client: SSG Project: Gateway N. Phase 2 Bldg 2 11,E '1; i. JUL- 24 1990 I i r;, Job. No.-- CA• .63.9 A Address. 3325 S. 116th St, Tukwila lesuitt ettett Impaction S Related Tens P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5973 Contractor: SSG Sub - Contractor: Architect: David Kehle Engineer Concrete Supplier: Ocean Const. Cast by Mark Jeong Weather: Cloudy Location of Concrete Placement. Temp. high: 65 Temp. low. Precast wall panels type 1,2,3,4,6,9 & 19 inentirety. Strength Requirement: 3000 Cement Type: I Admix, Amount: Coarse agg. PSI @ .28 days Slump. 4" No. of socks. Design Entrained Air Brand. Type: Natural Fine Agg. Size. Bldg. Brand: Admix, Amount: Specimen No. Specimen Typ. To.t ! Doge Rotistor Number Data Reed, Dent Tested Togs Load Ar.o Unit Load PSI Report No. 17 A 6 x 12 7650 6 -19 6 -25 95,000 28.27 3360 34 B ,7 28 7651 7 -16 128,500 4550 41 C 28 7652 7 -16 129.500 4580 41 D 7 7653 6 -25 94.000 3330 34 E 28 7654 7 -16 125,500 4440 41 Fy 28 7655 7 -16 126,000 4460 41 Remarks FRANK W. CARLSON () arlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: h -8 , 19 9n Client SSG Project. Gateway N. Phase 2, Bldg. 2 Address. 3925 S. 116th St, Tukwila Contractor: SSG Architect: David Kehle Concrete Supplier: remotes Inspection a Related Teets ' i i'�' \_ I�!ii.i���.' -.'ill 1. . =' . JUL 131990 Pt pro 'IT ' i DEPT. P.O. BOX 3443 IRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5973 Ocean Sub- Contractor: Engineer. Cast by. F. Bengco Weather: Overcast Temp. high: 59 Temp. lows Location of Concrete Placement: Precast wall panels 16 each t e 7A, 6 each type 7, 1 each t e 8, 3, each t j e 5 and 7 e -ch storefront panels. Strength Requirement' 3000 Cement Type: Admix, Amount: Coarse agg. size. 7/8 PSI @ 28 days Slump. 4" No. of sacks' Design Entrained Air Brand: Admix, Amount: Brand: Type. Natural Fine Agg. Size. Bldg. Specimen No. Specimen Type Test ! Days Resister Number Dote Reed. Deb Tested Tebl Load Ares Unit Load PSI Report No. 16 A 6x 12 cyl 7 7584 6 -9 6 -15 93,500 28.27 3310 31 B 28 7585 7 -6 124,500 4400 37 C 28 7586 7 -6 125,000 4420 37 D 7 7587 6 -15 97.504 3450 31 E 28 7588 7 -6 145.4500 5150 37 F 28 7589 7 -6 144,500 5110 37 Remarks' G I1 7 7590 28 7591 6 -15 98 X000 7 -6 142,000 14 000 3470 5020 31 37 s,1 FRANK W. CARLSON 1 Carlson Associates urretles Iwspeetiore S Related Tests REPORT OF CONCRETE TEST SPECIMENS Date Molded: 6 -18 , 19 90 Client. SSG Job. No CA 639 A Project. Gateway N. Phase 2 Bldg 2 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 c JUL 021990 Address: 3325 S. 116th St. Tukwila Contractor: SSG Sub - Contractor: Architect: David Kehle Engineter: Concrete Supplier: Ooean Const. Cast by Mark Jeong Weather: Cloudy Temp. high: 65 Temp. low. Location of Concrete Placement. Precast wall panels type 1,2,3,4,6,9 & 19 inentirety. Strength Requirement: 3000 PSI @ days Cement Type: I No. of sacks. Design Admix, Amount: Brand: Admix, Amount: Coarse agg. size. 7/8 Type: Natural Slump. Orr Entrained Air Brand. Fine Agg. Size Bldg. Specimen No. Specimen Type T.,, p Days Register Number Dare Reed. Date Tested Total Load Area Unit Load PSI Report No. 17 A 6 x 12 7 7650 6 -19 6 -25 95,000 28.27 3360 34 B 28 7651 7 -16 0 28 7652 7 -16 D 7 7653 6 -25 94.000 3330 34 E 28 7654 7 -16 F 28 7655 7 -16 Remarks: FRANK W. CARLSON (i, Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: t —R , 19 9n Client' SSG Project• I,� irt) 1'J t S 1_91 townies Inspection i Related Tani J U N 221990 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO, 5973 Gateway N. Phase 2, Bldg. 2 Address: 3325 S. 116th St, Tukwila Contractor: SSG Architect: David ICehle Concrete Supplier: Ocean Sub-Contractor Engineer. Cast by F. Bengco Weather: Overcast Temp. high: 59 Temp. low. Location of Concrete Placement: Precast wall panels 16 each t e 7A, 6 each_ type 7, 1 each t o 8, 3. each t o and 7 e ch storefront panels. Strength Requirement: 3 0 0 0 Cement Type: T PSI @ 28 days Slump. u'tr No. of sacks. Design Admix, Amount: Brand: Admix, Amount: Coarse agg. size' 7/8 Type: Natural Entrained Air Brand. Fine App. Size Bldg. Specimen No. Specimen Type Test. Days Resister Number Date Reed. Demo Tested Tete, Lend Auto Unit Load PSI Report No. 16 A 6:: 12 cyl 7 7584 6 -9 6 -15 93,100 28.27 3310 31 B 28 7585 7 -6 28 7586 7 -6 D 7 7587 6 -15 97,,500 3450 31 E 28 7588 _ 7 -6 F 28 7589 7 -6 Remarks: G H I 7 7590 28 7 591 28 7592 6 -15 98,000 7 -6 7-A 3 470 31 FRANK W. CARLSON v Carlson Associates RECEN V E tJ 1v TUKWILA PUBLIC WORKS REPORT OF CONCRETE TEST SPECIMENS Date Molded: 5/11 , 19 90 Job. No. �CA 639A PERMIT NO. 5973 Client: SSG Corp. Project: Gateway North, Phase 2 Bldg. 2 Address: 33 �5 S. 116th St . mnurwett«, Inspection It Related Tens P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (208) 820 -1018 Contractor: SSG Sub-Contractor. Architect: David Kehle Richard Hudson Concrete Supplier: Ocean Cast by. Mark Jeong Weather: Cloudy Location of Concrete Placement. Temp. high: 50 Temp. low. Slab on grade lines C to E from 1 to 18 Strength Requirement: 2500 PSI # 28 days Slump. 4 1/2 0 Cement Type: I No. of sacks. design Entrained Air Admix, Amount: Coarse agg. size: 7/8 Brand. WRA Type: Admix, Amount: Brand: natural Fine Ali. Size. bldg. Spoein�on No. Spielman Type Test. Dsys Rglsror Numbs. Dsh Ros'd. DON Tested Total Lead Aroo Unit Lied PSI Roper/ No. 10 A 6 x 12 cyl 7 7320 5/12 5/18 81,500 28.27 2880 15 B 28 ?321_ 6/8 120,50o 4260 28 C 7322 _ 6/8 120,000 — 4250 28 D ,28 E F Remarks. FRANK W. CARLSON ) ' naenreei•w /aapoctiss I Related Tula Carlson Associate REPORT OF CONCRETE TEST SPECIMENS Date Molded: 519 , 19 90 Client• SSG Corp. Project: Address: Contractor: Architsd: Gateway North P r_ n JUN 111990 cI"I Y lob. .No:<.vv'L A 6 i► 9 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5973 Phase 2 Bldg. 2 3325 S. 116th St. SSG David Kehle Sub-Contractor: Concrete Supplier. Ocean Richard Hudson Cast by. Mark Jeong Weather: Fair Temp. high: 50 Temp. low. Location of Concrete Placement: Slab on grade between lines A to B from 1 to 18 Strength Requirement: 2500 Cement Type: I Admix, Amount: Coarse ogg. size: 7/8 PSI Q 28 days Slump 4 1/2 " No. of sacks: design mix Entrained Air Brand. natural Fine Agg. Size. bldg. Brand: Type: Admix, Amount: Specimen N•. Swinton Type Test 9 Days Resister Numb•► Doe R•�. Don T•et•/ T•t•I Lead Ar•e Unit L••11 PSI Report No. 10 A 6 x 12 7 7299 5/11 5/17 82,500 28.27 2920 12 B 28 7300 6/6 115,500 4090 26 C 28 7301 6/6 116,500 4120 26 D E F Remarks: FRANK W. CARLSON C%7 (: Carlson Associates toutrwction Inspection • Relater! Tens REPORT OF CONCRETE TEST SPECIMENS Date Molded: 5/1 , 19 90 Client SSG Corp. P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 Job. No CA 639 PERMIT NO 5973 Project' Address. Contractor: Architect: Gateway North, Phase 2 3325 S. 116th SSG David Kehle Concrete Supplier: Ocean Sub-Contractor Richard Hudson • Cast by John Floren Weather: Fair Temp. high: 62 Temp. low. Location of Concrete Placement: Foundation footings lines 1 to 6 - D to E Strength Requirement: 2500 Cement Type: I Admix, Amount: Coarse agg. size. 7/8 PSI @ 28 days Slump. 4" No. of sacks. 4.8 Entrained Air Brand: Fine Agg. Size Brand. Type: .Admix, Amount: natural 96 bldg Specimen No. Srecinton Tyre Tess Q Days Resister Number Date Reed. Dot. Tested Total Laud Ana Unit Laud PSI Rout No. 7 A 6 x 12 cy1 7 7199 5/2 5/8 89,500 28.27 , 3170 7 B 28 7200 4 5 2e 128,000' 4530 22 C 28 7201 5/29 127,500 4510 22 D E F Remarks. FRANK W. CARLSON y Carlson Associat REPORT OF CONCRETE TEST SPECIMENS Date Molded: 5/11 , 19 90 Sl'i[i`'Iii'i((ii,l MAY .29 1990 1 ^.onnruction Inspection 9 Related Teets rye 9A P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5973 Client SSG Corp. Project Gateway North, Phase 2 Bldg. 2 Address 33 �5 S. 116th St. Contractor: SSG Sub-Contractor. Architect: David Kehle Engineer Richard Hudson Concrete Supplier: Ocean Cast by. Mark Jeong Weather: Cloudy Location of Concrete Placement. Temp. high: 50 Temp. low. Slab on grade lines C to E from 1 to 18 Strength Requirement: 2500 Cement Type: PSI @ 28 days Slump. 4 1/2 No. of sacks. design Entrained Air Brand. natural Fine Agg. Size. bldg. Admix, Amount: Brand: V1RA Coarse agg. size. 7/8 Type: Admix, Amount: Specimen No, Specimen Typo Test @ D.ya Resistor Number Dots R.e'd• Dote Toiled Total Lood Ar.o Unit Lood PSI Report No. 10 A 6 x 12 cyl 7 7320 5/12 5/18 81,500 28.27 2880 15 B 28 7321 6/8 28 7322 6/8 D E F Remarks: FRANK1V. CARLSON 1 Y-J2 Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded' 4/23 Client' SSG Corp. , 19 90 "'onstruction Inspection 8 Related Tens Job. No CA 639 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5973 Project' Gateway North Bldg, 2 Address. 3325 S. 116th Contractor: SSG Architect: David Kehle Sub-Contractor. Engineer: Richard Hudson Concrete Supplier: Ocean Cast by. Mark Jeong Weather: Cloudy Location of Concrete Placement' Temp. high: 53 Temp. low. Step footing on line 1 to 8 from A to B Strength Requirement: 2500 Cement Type: I Admix, Amount: Coarse agg. size. 7/8 Type: PSI @ 28 days Slump. 4't No. of sacks' design mix Entrained Air ay. Admix, Amount: Brand' Fine Agg. Size• bi dg.__ Brand: natural Specimen No. Specimen Type Test @ Days Rsplster Number Dote R.c'd. Date Tested Tool Load Area Unit Load PSI Report No. 4 A 6 x 12. cyl 7 7154 4/24 4/30 95,500 28.27 3380 4 8 28 7155 5/21 138,500 4900 16 0 28 7156 5/21 139,000 4920 16 D E F Remarks' —FRANK W. CARLSON O'D Carlson Associates - MAY 3 1.1990 REPORT OF CONCRETE TEST SPECIMENS Date Molded: 4/27 19 90 Client: SSG Corp. nnttwctlon Inspection S Related Torts P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820-1018 PERMIT NO 5973 project. Gateway North. Phase 1 Address: 3325 S. 116th Contractor: SSG Sub- Contractor. Architect: David Kehle Engin�ti► Richard Hudson Concrete Supplier: Ocean Cast by• John Floren Weather: Overcast Temp. high: 55 Temp. low. Location of Concrete Placement: Footings for bldg. 2 on grid E 10 to 12 Strength Requirement: 2500 PSI @ 28 days Cement Type: I No. of sacks. 4.8 Admix, Amount: Coarse agg. size 3/4 B r a n d : Admix, Amount: ),n Slump Entrained Air Brand. Type: 1J2 .ttLa1 Fine Agg. Site bldg. Spielman No. Speclawn Type Toot p Days Resistor Number Dote Reed. Dote Tested Tool Load Area Unit Load PSI Report No. 6 A 6 x 12 cyl 7 7184 4/28 5/4 96,000 28.27 3400 6 B 28 7185 5/25 131,500 4650 21 C 28 7186 5/�5 132,000 4670 21 D E F Remarks: - FRANK W. CARLSON Carlson AssoSates onstruction inspection 9 Related Tests REPORT OF CONCRETE TEST SPECIMENS Dote Molded. 4/26 , 19 90 Job. No. CA 639 Client: SSG Corp. P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5973 Project: Gateway North Address: Phase 2 3325 S. 116th Contractor: SSG Sub- Contractor: David Kehie Richard Hudson Architect: Engineer: Ocean John Floren Concrete Supplier: Cast by: Weather: Overcast Temp. high: 58 Location of Concrete Placement: Temp. low: Foundation footing for bldg. 2 on limas B to E on 18 on F. 13 to 18. B to C on 1 Strength Requirement: 2500 PSI @ 28 days Slump: 4" Cement Type: 1 No. of sacks. 6.8 Entrained Air Admix, Amount: Brand : Admix, Amount: Brand Coarse agg. size: '3/4 Type. Fine Agg. Size• hl dg. Natural. Sp.cim.n No. Sp.clm.n Typ. Teo (i Days R.pist.r Number DON Reed. Dat. T.st.d Total Load kite Unit Load PSI Report No. 5 A 6 x 12 cyl 7 7166 4/27 5/3 103,000 28.27 3640 9060 5 18 e 28 7167 5/24 143,000 C 28 7168 k/24 142,000 : 5020 18 D E F Remarks: "FRANK W. CARLSON Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: /11 , 19 90 Client. SSG Corp. "onstruction Inspection & Related Tests 011;1-14\40 (MI4Y 151990 Job. n'o CPAA639 t ^, (P T. _. P.O. BOX 3443 KI KLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 5973 Project: Address. Contractor: Architect: Gateway North, Phase 2 B1dE. 2 3325 S. 116th St. SSG Sub-Contractor David Kehle Richard Hudson Engineer: Concrete Supplier: Ocean Cast by. Mark Jeong Weather: Overcast Temp. high: 55 Temp. low. Perimeter footings on line A from 1 to 14, on A -18 Location of Concrete Placement. and shear wall footing low half. Strength Requirement: 2 0 PSI @ 28 days Slump• 6" No. of sacks• design mix Entrained Air Brand. Type: natural Fine Agg. Size bldg. Cement Type: Admix, Amount: Coarse agg. size: 7/8 Brand : WRA Admix, Amount: Specimen No, Specimen Type Test (i Days Resister Number Dote Rec'd, Dote Tested Total Load Area Unit Load PSI Report No. 1 A 6 x 12 cyl 7 7074 4/12 4/18 10€9,500 28.27 3870 1 B 28 7075 5/9 140,000 4950 8 C 28 7076 5/9 139,500 4940 8 D E F Remarks: FRANK W. CARLSON (Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: 4 -12 , 19 90 Client: S.S.G. ^onstn+etion Inspection 8 Related Tats MAY 15 1990 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO.5973 Project• Gateway N. Phase II Bldg. 2 Address. 3325 S. 116th St. Contractor: SSG Architect: David Kehle Concrete Supplier: Ocean Const. Sub-Contractor. Engineer: Cast by • Mark JPCng Weather: C1oUdy Temp. high: 55 Temp. low• Location of Concrete Placement. Perimeter footing on line A from 14 to 17.8. Strength Requirement: 2 00 PSI @ 28 days Slump. 4 t. Cement Type: No. of sacks• design mix Entrained Air Admix, Amount: Coarse agg. size Brand: 7/8" Type: Admix, Amount: Brand. Fine Agg. Size. bldg, natural Sp.cim.n No. Spielman Typ. Test @ Days Register Number Dots Reed. Dat. T..I.d Total Load Areo Unit Load PSI R.port No. 2 A 6 X 12 7 .7096 4 -13 1 4 -19 5.10 5 -10 100,500 141,000 142,500 28.27 3560 4990 5040 2 9 9 B 28 7097 c 28 7098 D E F Remarks• FRANK W. CARLSON Carlson Associiates ^onsttwctton Inspection 9 Related Tests Ilia .,�Ij ���Y 21990 P.O. BOX 3443 KI KLAND, WASHINGTON 98083 REPORT OF CONCRETE TEST SPECIMENS —T •– ' (206) 820 -1018 Dote Molded: 4/18 , 19 90 Job: -No- FGA'= �-r }4 �- l PERMIT NO, 5973 Client: SSG Corp. Project: Gateway North, Phase 2 Bldg. 2 Address: 3325 S. 116th St . Contractor: SSG Sub-Contractor Architect: David Kehle Engineer: Richard Hudsm Concrete Supplier: Ocean Cast by Mark Jeong Weother: Partly Cloudy Location of Concrete Placement' Temp. high. 57 Temp. low. Interior column footings entirety and upper half of shear wall footing. Strength Requirement: g q 2500 PSI @ 28 days Slump. 4" Cement Type: I No. of sacks• design mix Entrained Air Admix, Amount: Coarse agg. size. Brand: 7/8 Type: Admix, Amount: natural Brand. Fine Agg. Size hld Specimen No. Specimen Type Test @ Days Replsler Number Dote Reed. Dote Tested Total Load Area Unit Lood PSI Report No. 3 A 6 x 12 cyl 7 7123 4/19 4/25 83,500 28.27 2950 3 B 28 7124 5/16 120,000 4250 14 C 28 7125 5/16 121,000 4280 14 D E F Remarks: FRANK W. CARLSON fY Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Dote Molded: 4/26 , 19 90 Client: SSG Corp. Project: Gateway North Construction Inspection 9 Related Tests ti II fit,...), 1 I ;III Phase 2 JoblMAY 07 1990 Job. No. _CA 639 CITY ()t Pt DEPT. P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5973 Address: 3325 S . 116th Contractor: SSG Sub- Contractor: David Kehle Richard Hudson Architect: Engineer: Concrete Supplier: Ocean Cast by John Floren Weather: Overcast Temp. high: 58 Temp. low Location of Concrete Placement. Foundation footing for bldg, 2 on lines B to E on 18 on E 13 to 18, B to C Qn 1 Strength Requirement: 2500 PSI @ 28 days Slump: Cement Type: I No. of sacks• 6.8 Entrained Air Admix, Amount: Brand: Admix, Amount: Brand. Coarse agg. size: 3/4 Type: Natura; Fine Agg, Size. Ott hl dg, Specimen No. Specimen Type Test p Doys Rollos, Number Doe Reed. Dale Tested Tool Lood Areo Unit Lood PSI Row No. 5 A 6 x 12 cyl 7 7166 4/27 5/3 103,000 28.27 364o 5 B 28 7167 5/24 C 28 7168 5/24 D E F >- Remarks: FRANK W. CARLSON 101tarlson Associates REPORT OF CONCRETE TEST SPECIMENS Date Molded: 4/23 client. SSG Corp. , 19 90 tion Inspection 8 Related Teats Job. No CA 639 v n.. , K P.O. BOX 3443 RKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 5973 Project: Gateway North Bldg. 2 Address. 3325 S. 116th Contractor: SSG Architect: David Kehle Sub-Contractor. Engineer: Richard Hudson Concrete Supplier: Ocean Cast by• Mark Jeong Weather: Cloudy Location of Concrete Placement. Temp. high: 53 Temp. low. Step footing on line 1 to 8 from A to B Strength Requirement: 2500 PSI @ 28 days Slump• 4" Cement Type: 1 No. of socks• design mix Entrained Air Admix, Amount: Brand: Admix, Amount: Brand. Coarse agg. size. 7/8 Type: natural_ Fine Agg. Size• hi d, Sp.cim.n No. Sp.eim.n Typ. T.ot Q Days Register Number Dot. R.e'd. Dat. T..t.d Tool Load Ar.o Unit Load PSI Report No. 4 A 6 x 12 cyl 7 7154 . 4/24 4/30 95,500 28.27 3380 4 B 28 7155 5/21 C 28 7156 5/21 D E F Remarks. FRANK W. CARLSON (:/%1 Carlson Associates----- REPORT OF CONCRETE TEST SPECIMENS Date Molded: 4/27 Client: SSG Corp. 19 90 MAY 111990 Giirdb.( o- 1'�ia' °X39 pLAwimcl Construction Inspection 9 Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5973. Project: Gateway North, Phase 1 Address. 3325 S. 116th Contractor: Architect: SSG David Kehle Sub - Contractor. Richard Hudson Engineer: Concrete Supplier Ocean Cast by• John Floren Weather: Overcast Temp. high: 55 Temp. love Location of Concrete Placement Footings for bldg. 2 on grid E 10 to 12 4" Strength Requirement: 2 00 PSI @ 2 days Slump. 4 Cement Type: I No. of sacks: 4.8 Entrained Air Admix, Amount: Brand: Admix, Amount: Brand. Coarse agg. size. '3/4 Type natual Fine Agg. Size. bldg. Specimen No. Specimen Type Test @ Days Register Number Dots Reed. Date Tested Total Load Area Unit Load PSI Report No. 6 A 6 x 12 cyl 7 7184 4/28 5/4 96,000 28.27 3400 6 B 28 7185 5/25 C 28 5/25 D _7186 E F Remarks' FRANK W. CARLSON Carlson Associates 'onstruction Inspection 61 Related Tests REPORT OF CONCRETE TEST SPECIMENS Date Molded: 5/1 , 19 90 Client: SSG Corp. Job. No. CA 639 P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO 5973 Project. Address: Gateway North, Phase 2 3325 S. 116th Contractor: Architect: SSG David Kehle Concrete Supplier: Ocean Sub- Contractor' Engineer: Richard Hudson Cast by: John Fioren Weather: Fair Temp. high: 62 Temp. low. Location of Concrete Placement. Foundation footings lines 1 to 6 - D to :E u Strength Requirement: 2 CC PSI @ 28 days Slump. 4 Cement Type: I No. of sacks. 4.8 Entrained Air Admix, Amount: Brand: Admix, Amount: Brand: Coarse agg. size. 7/8 Type:_ natural Fine Agg. Size• bldg Specimen No. Specimen Type Test @ Days Register Number Dote Recd. Date Tested Total Load ken Unit Lood PSI Report No. 7 A 6 x 12 cyl r-- 7 7199 5/2 5/8 89,500 28.27 3170 7 B 28 7200 5/29 C 28 7201 5/29 D E F Remarks. FRANK W. CARLSON Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Data Molded: 4/18 , 19 90 Client• Project. Address. SSG Corp. 1 APR 0 0 1990 041'' 6 ' ....3� Construction Inspection & Related Tests P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5973 Gateway North, Phase 2 Bldg. 2 3325 S. 116th St. Contractor: SSG Sub-Contractor. Architect: David Kehle Engineer: Richard Hudsm Concrete Supplier. Ocean Cast by Mark Jeong Weather: Partly Cloudy Temp. high. 57 Temp. low. Location of Concrete Placement' Interior column footings entirety and upper half of shear wall footing. Strength Requirement: g q 2500 PSI @ 28 days Slump. 4" Cement Type: 1 No. of sacks: design mix Entrained Air Admix, Amount: / Brand: Admix, Amount: Coarse agg. size. 7! 8 Type: natural Brand. Fine Agg. Size. hld Specimen No. Specimen Type Test (i Days Register Number Date Reed. Dote Tested Total Load Area Unit Load PSI Report No. 3 A 6 x 12• cyl 7 7123 4/19 4/25 83,500 28.27 2950 3 B 28 7124 5/16 C 28 7125 _5/16 D E F Remarks: FRANK W. CARLSON Carlson Associates I APR 3 0 1990 I REPORT OF CONCRETE TEST SPECIMENS Dote Molded: 4 -12 Client. S.S.G. , 19 90 (.•I �639 Construction Inspection S Related Tests J P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO.5973 Project• Gateway N. Phase TT Bldg. 2 Address. 3325 S. 116th St. Contractor: SSG Sub-Contractor. Architect: David Kehle Engineer: Concrete Supplier: Ocean Const. Cast by Mark Jenne Weather: cloudy Temp. high: 55 Temp. low. Location of Concrete Placement. Perimeter footing on line A from 14 to 17.8. Strength Requirement: 2500 PSI @ 28 days Slump. 4" Cement Type: I No. of socks design mix Entrained Air Admix, Amount: Brand: Admix, Amount: Brand. Coarse agg. size. 7 /8et Type: natural Fine Agg. Size. bldg. Specimen No. Specimen Type Test p Days Register Number Date Reed. Date Tested Total Lood Area Unit Lood PSI Report No. 2 A 6 x 12 7 .7096 4 -13 4 -19 100,500 28.27 3560 2 B 28 7097 5 -10 c 28 7098 5 -10 D E F Remarks: FRANK W. CARLSON Carlson Associates REPORT OF CONCRETE TEST SPECIMENS Dote Molded: /11 Client SSG Corp. Project: Address: Contractor: SSG Sub - Contractor David Kehle Richard Hudson Architect: Engineer: Ocean Mark Jeong Concrete Supplier: Cast by , 19 90 1 APR 3 0 1990` Job. NcOt`i',6r�9�.,r`f�a Construction Inspection i9 Related Tate P.O. BOX 3443 KIRKLAND, WASHINGTON 98083 (206) 820 -1018 PERMIT NO. 5973 Gateway North, Phase 2 Bldg. 2 3325 S. 116th St. Weather: Overcast Temp. high: 55 Temp. low• Location of Concrete Placement. Perimeter footings on line A from 1 to 14, on A-18 and shear wall footing low half. 6" Strength Requirement: 2 00 PSI @ 2 days Slump 6 Cement Type: 1 No. of sacks• design mix Entrained Air Admix, Amount: Brand: WRA Admix, Amount: Brand Coarse agg. size 7/8 Type: natural Fine Agg. Size• bldg. aye Specimen No. Specimen Type Test p Nye Register Number Dote Rse'd. Dots Tested Tool Lood Arso Unit Lood P51 Report No. 1 A 6 x 12 cyl 7 7074 4/12 4/18 109,500 28.27 3870 1 B 28 7075 5/9 c 28 7076 5/9 D E F Remarks: FRANK W. CARLSON ,r. Plan Check #89 -268: Gateway North Building 2 3325 S 116 St THE FOLLOWING COMMENTS APPLY TO Alp BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER__,S.1 _. 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Building permit is issued for building shell only. Tenant improvements to be accomplished under separate permit. 3. 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). 4. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872 - 6363). 5. All mechanical work shall be under separate permit through the City of Tukwila. 6. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 7. 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. 8. All structural concrete to be special inspected (Sec. 306, UBC). 9. All structural welding to be done by W.A.B4O. certified welder and special inspected (Sec. 306, UBC). 10. 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, 11. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report. Soils engineer of record shall make inspections and tests as noted in structural notes. Sign -off by engineer is required prior to placing of concrete foundations. Gateway North Building 2 Page 2 12. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 13. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition), 14. 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. BUILDE1G PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING 5913 PERMIT NO. DATE ISSUED: 3-Q3-9D SITE ADDRESS: SUITE NO.: PROJECT: 3325 S 116 St Gateway North Building #2 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 433 -1849 X 2 Foundation 433 -1849 X 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 X 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 X 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 13 x 14 FIRE FINAL Insp: 575 -4404 X 15 PLANNING FINAL 433 -1849 X 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296-4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 04!2840 PLAN CHECK NUMBER 09-26.8 oz PROJECT: THE FOLLOWIND COMMENTS A ►PL TO AND 1ECOME PART OF THE APPROVED PLANS UNDER TUKWILA,9UILDINO PERMIT NUMBER "X' REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Stab and/or Slab Insulation 4 Shear Wal Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing ' 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 X 14 FIRE FINAL !nap: 15 PLANNING FINAL x 16 PUBLIC WORKS FINAL 17 BUILDING FINAL u_ z clod Li), cp. WU Q Oc W z W �1 cg- La Z _ 11)4' eAll mechanical work shall bt under separate permit through the V City of Tukwila. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 63631. �Al! permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. (� When special inspection is required either the owner, architect or �N 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. 02 All structural concrete to be spacial inspected (Sec. 306, USC). All structural welding to be done by N.A.8.0. certified wilder and special inspected (Sec. 306, UBC). OAll high - strength bolting to be special inspected (Sec. 306, UBC1. 10 Any new ceiling grid and light fixture installation is required to mast lateral bracing requirsaents for Seismic Zone 3. 1! Partition walls attached to ceiling grid must be laterally braced if over eight (0) feat in length. 12 Readily accessible access to roof mounted equipment is required. l3 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. alirAny exposed insulations backing material to have flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report, is l9 A statement from the roofing contractor verifying firs retardancy of roof: 011 be required prior to .final inspection Ise. attached rocedurs). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1980 Edition), Uniform Mechanical Code (1900 Edition), Washinnton State Energy Code (1989 Edition), and Washington Stas Regulations for Barrier Free Facility (1909 Edition). All food preparation establishments suet have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 294-4787, at Last three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. Fire retardant treated wood shall have a flag() 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. 20 Notify the City of Tukwila iluiiding Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.B.C. Standard No. 43 -0, shall be special inspected. All wood to remain in placed concrete shall be treated wood. All structural masonry shall be spacial inspected per U.B.C. Section 304 (a) 7. Validity of Fermi :. The issuance of a psrsit or approval of plans, specifications and computations shall not be construed to be a psrsit for , or an approval of, any violation of any of the provisions of this cods or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor November 8, 1989 Fire Department Review Control Number 89 -268 and 89 -269 Re: Gateway North, Bldg. #2, #4 and Bedford Properties - 12870 Interurban Avenue South, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1-6.6) (UFC 10.301) 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) (UFC 12.101) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) There shall be no enclosed usable space under City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UFC 12.109e) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) 3. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) Sprinkler system to be installed per City Ordinance #1528. Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) Fire hydrants are required as detailed in City Ordinance #729. Local UL Central Station Supervision is required per (UFC 10.309) This office is to be contacted to witness flushing of underground piping 200 psi pressure tests on all sprinkler system piping. (NFPA 13, 1 -10.2) (UFC 10.307) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 3 Protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #729) Please provide electronic "Tamper" supervision on all PIV and OSY sprinkler valves; or secure these valves with inexpensive chain and padlocks. (UFC 10.301) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) (UFC 10.307) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4-1.1.1) (UFC 10.302) All control, drain, test and alarm valves shall be provided with identification signs of the standard design adopted by the automatic sprinkler industry. Install the following (NFPA 13, 3-14.3) (UFC 10.301) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.307) Hydrant spacing in accord with Tukwila City Ordinance #729. Hydrant installation per City Ordinance #729. 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) All electrical wiring is to be inspected by the State City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 4 Electrical Inspector, Washington State Department of Labor & Industries. (UGC 10.104) 5. If the building is to be used for the storage of high-piled combustible material (as defined in UFC, Sec. 9.110); automatic fire - extinguishing systems, smoke- removal systems, fire protection and fire separations are required per Uniform Fire Code - Article 81. Smoke removal capability shall be provided in buildings used for the storage of high -piled combustible stock and protected by an automatic fire - extinguishing system and shall be designed to provide a minimum of six changes of air per hour at 100 percent exhaust to the outside. (UFC 81.107a) 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 the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 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. CITY OF TUKALA DEPARTMENT OF COMMUNITY DEVELOPMENT IMiL 1411E U UY PROJECT 1.10iniGal-D. 2 .504GAre__Crettfeel / ADDRESS CATE PLAN CHECK NUMBER 89-268 ORDINANCE COMPLIANCE CHECKLIST Uniform Buildin Code, 1988 Edition. DCCUPANCY (Rntil) / Tgoicseo. cFc,/ OtAsE. TYPE OF CONSTRUCTION Ur- N afRINKLERgP CLAILtmccao OceEtig ?ION) >11 LOCATION ON PROPERTY 6 ALL > 40' OAK RIITI DING HIFGHT/NO of _SIIIRIES__OgE -sun 614ELL (..) MOI510145_Ksr. >11 FLOOR AREA 6014.10 X OCCUPANT LOAD LOO (360 (.4314ae. ItA4C-.L.L . XI FX IT NG RNLI T RFMFNTS (. 9 ca. 00 Numele.g. OF ex ITs -Reaultzeo_bme._D tQi4P (straft4se CF 7n2AueL/. IN 7:4$_ CASE ZOO° [11] Ke) > 200' jAy_ryikt.4712 _Pga_UAM0 f_ eXATINci C?4K, Li LI Li r] DETAILED REQUIREMENTS: nesupAry 6vVolie deN1t44 1 lob) 169 e s 1 43 recto -Fcropiseo => 54, TYPE OF coNs_CA..423-A4 _zezikeco vi2eacoit-.. le_ 3204. X ENGRG. REGS. & KgMTS. rvjj4it 'W541.A/0 ---144S+E4 r.:TO E MED On* 1T .r% wokey... CoostDeRell____ uReareo a'aPCXC-e- Act° MIN. ?.-EGO FOL 12fa I S911.1ele-4.-, 1 t4 _CHARIER 51-1.0 W..4-C-.-pap_wple-Twoo11)613 Qviuktv:it-e41263sS -411-900W-5 Q. ORAce, Li NOTES: 11;g0QM., Figee 10 tZ GL ri !. I -1 '71 LI Ij IF:hat I diF November 14, 1989 TO: The file 89 -268 and 89 -269 FROM: Darren Wilson, Assistant Planner RE: Building Permits I will request the applicant to submit a landscape plan. This plan shall describe the following: * screening along the South side of the property * landscaping needs to be divided every nine parking stalls * landscaping between the parking stalls shall be a minimum of 5 feet wide and 9 feet in length. Other concerns are on the design of the parking lot which stalls are designated as compact and handicap. The location of the dumpsters on the east side of the proposed buildings 2 & 4. I have decide to include 20% of each building as office space or restaurant for future development. The reasoning being to eliminate any future parking problems. I have figured out the number of parking stalls required for warehouse and office space /restaurant. BUILDING 2 proposed 82 parking stalls while 37.1 are required and with the 20% increase leaves 26 stalls for overflow. BUILDING 4 proposed 126 parking stalls while 50.39 are required and with the 20% increase the parking stalls comes out even. This building permit will /cannot be approved without the proposed 89 -8 -BLA and the short plat approval which has not been assigned a file number. Darren Wilson Assistant Planner TO: FROM: DATE: SUBJECT: 7 CI of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 QOM 433-1800 Gary L. VanDusen, Mayor MEMORANDUM /7-U 7.v - # 0•"/ /eeJ £au- q-0202-v89 Va a i /Ft- CaJ C 5- 56,34U 6 Tv,/(2-e_ � ,Ilt N 5 01 ,3QO d j a /. vo = . § 1 , 0 b V 'i'l3Yt &dt 3(0 76.00 04.'eM.i rz a3sq.00 15.00 1) go .00 ./ LJ _4 -4 pi-i-zwal_ 414 -rA 37, /60 .6 32, 100.6 / c2l, ?BG ,5ao 1/a hick, -x. AI (IA, aLt d° 18 5ti, 00 (a t° ,640 To ,t -2q .op (10 /T2.MEMO) CITY OF TUKWILA 1'3UILLUIi FtNMl A (POST WITH INSPEL. (ION CARD AND PLANS IN A CONSPICUOUS LOCATION) Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING sci �3 PERMIT NO. DATE ISSUED: • FEES DESCRIPTION AMOUNT RCPT a DATE BUILDING PERMIT FEE 3,676.00 21389.00 ,aai ID (140 -7/ ?i-Q3- 1113 PLAN CHECK FEE q•Ia•s��J j BUILDING SURCHARGE 4.50 ADDRESS ' ENERGY SURCHARGE SQUARE FEET CCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET i3n,390 OTHER: 1st 50,390 100 TOTAL • 6,069.50 v' - 1 PLAN CHECK 089 -268 S 3325 S 116 St PROJECT INFORMATION �. SUI VALU • •T•l -- , PROJECT NAME/TENANT Gateway North Building 2 ASSESSOR ACCOUNT N 111' 11 _ :11:: TYPE OF CXf New Building LJAddition 0 Tenant Improvement (commercial) U Demolition (building) • Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: New office /warehouse building--shell only. PROPERTY OWNER Bedford Properties PHONE -1103 ADDRESS 12870 Interurban Avpnuu southY Tukwila, WA TP 98168 PHONE 17-9393 ZIP 98133 EXP. DATE 49fj PHONE 433 -8497 CONTRACTOR SSG orporation ADDRESS _ P.O. Box 33978, Seattle, WA WA. ST. CONTRACTOR'S LICENSE # SSGCO *249J8 , ARCHITECT David Kehle ADDRESS 12878 Interurban Avenue Sostth� Tukwila_. WA ZIP 9R16R USE -4 , . / ; - / CODE COMPLIANCE / / regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. / 1 nap �► SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET__ OCC. LOAD SQUARE FEET CCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET i3n,390 TOTAL OCC. LOAD . 100 1st 50,390 100 - + g 1 TOTAL r •r st TYPE 6F CONSTRUCTION: U1_4UBC EDITION (year) 88 SETBACKS: N - $__ E - W - FIRE PROTECTION: ®Sprinklers 0 Detectors 0 N/A UTILITY PERMITS REOUIRED?® Yes O No I ough- ks public Works) ZONING: fb_1BAR/LAND USE CONDITIONS oyes ®No regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. CONDITIONS (other than those noted on or attached to • - rmit/• Ians): 1 APPROVED FOR BUILDING ISSUANCE BY: % `, r , ,(, OFFICIAL DATE: -1 I hereby cent y that I have read a • =xamined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. If SIGNATURE: Xt---4.,-.4-- ✓ DATE: — 2, ? - YO PRINT NAME: T ' ( ✓T" COMPANY: - 'c1'/& 4 -'' r • This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last Inspection. LEGE . L STOREFRONT MAN 4■, MVANDOOF �► DOcKHIGH DOOR D DRIVE-1N DOOR Ab DRIVE-IN DOOR. rig 0 E FILE COPY tiJ `'mil 4,,l SEPARATE '�(��(�(,. PERMIT AND APPROVAL MEcMAttc L REQUIRED R-01\45‘14C4,. 1 understood that the Plan Check approvals are M b1 t tD errors and omissions and approval of plans Wes not authorize the vtoletton of any ddeptod cods or ordinance. Receipt of contractor's My of approved Ons acknowledged, -� -'c 6/Q16 ttt51:55 -��j ) Nit NoSb% v/ 4 I, 5C1-7 �L( Imeoressmors 1_ foil Ski _�y h..7 241- li 241- Ali 1-0111j-14 411..011-61F-11-1-011 2. SI ID drr z41-611 r---� Io! 01I 11 ?Iq! 0 2¢1 . 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PLAN SECTION A- 2 CAL t, 5/4 "0 o" RIOWIND 111171M10351 se AS8OCI2438, CONSULtINCI ENGINEERS . , 1011211-1 AVENUE, Slarg)8 SE/.111,E, WASHINCITON 9814 .vr44013410046444.moWMOWRIMItharftimentWUti;14‘aW,Y,..:VeireItftwort" Wr'reeV:kor)**.t,*-"FriAki/1-10 1111111111111111111111M1111 0 len" INCH 2 " 3 41:: tit. 1111111111111111-11111R11111111117-11771117717771111111111111 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. 9C 12 9Z GZ hz ce ZZ OZ 64 1 1 IL 01, 6 8 4 I „ Iiiillillh1111011611110 Ir 221- O "> 4 G. LE' I~R 21'--3" DETAIL A-3 20' -5` ►] • TYP. .ar��uno �r BUILDFNG 1* 4 ROOF FRAMING PLAN SCALE: 1/1b"?.. NOTES: FLEVP.TIONS OF PRP+,MING. REPS ENCE 4d4 ROUGH DENSE D.P,•I 618/-4J1/8"% Use 57/8x I3% a' MINIMUM. IF31• IC,�a, 4s6 LEDGER 0 ix" PELICAN MILL - O.S.I. (NOTE t FURNISH FULL' V2. 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COMMON PENETRATION INTERMEDIATE a ,q lc: AT DIAPHRAGM E SUPPORT: ID ALL NAILS TO; ESE 104 (jq8" <D, 15/E" MINIMUM INTO FRAMING. 2) PROVIDE IOd 0' 12"%' ALONG FRAMING MEM13ERS_ 3 PROVIDE 2 ROL4S IOd BOUNDARIES. 42,...t4 0 INTERMEDIAfi F4.O F6.O KO F O F4,0 F6.O 5i-0" CLOSURE STRIP CONTINUOUS PANEL EDGES ARE ALONG 4f PLIRLINS (TYP.) u0tHER' PANEL EDGES ARE ALONG 2 x;. STIFFENERS (TYP. } INTERMEDIATE FRAMING F5.O r -5,o 5'= CONC. SLAB F1Nl5HED $L ELEV. i REPERIw_I NCE DATUM =1 NO Sty, PE, IN - CLOSU e STR1 P F5,0 TYP. D'4 F5.0 Fs:o F5.4 NOTESt I FiN(SHEDD FLOOR SL.F t /�T ELEVATION Is . REFEReNcE DATUMI. • 2) ELEVAT'IONS .SHoN N "THUS C' OF FOOTING EL VATION EELObs REPJ ENCE DATUM. CITY Of TU tW LA 'APPROVED . F50 F5.© F5A P5o 211 -6 S le 14 TEL ( ?O6) 324 -6160 13 ILD DI SI4N ..: CONSULTING ENGINEERS AWR F"`sa+�*tt1 4 'lame, r cYi1 . 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SIDE W /V4ii(1) M:e). 7 /e" e>RG f 6 x4 X` %a. x I' -6" W/ 4 1/2" C1 x 4 "1.4.H.S. 44 #6x2' -o" PC. PANEL RE ; PLAN 10 SIMPSON 16 NAILS SECTION i\-5 3CAL,.E, : 3//4 10 L6''% -- -, �2- IO8. @.4 " °. G F -SA) CaRiD 11 13[_DC1 42 PURUN RE, $ PLAN W /He HNGR (TYP.) /SKEWED PURL (.e SIM, SEC::. I,ISE HWU SKEWED `. HN,GR n.. VAR 1E5 ] • • GLC3 • s7TiJdN SCALE.: 3/4 "_ I' -Q" 2 x4 a 24" Irl/ F 24 N HNGR (Tc(P.) --- GL , RE ; pLAN F F-5A 6 -114' STIFFENER fe (3 EA.51DE)sN • . PANEL 1 a 11 11 11 11 `l1 1 ,,,� If Fr r_► ,tom Ll e_t u t G1-6 Pc. 'PANEL 2 -I04 4t. 4li% GL I3 P ;PLAN • 2 6 • PLAN 4 x PuRLliv RE PLAN WI-115 HNGR, EX END (HWU WK,EWED HNGR e 5-•5P.) E E'f PLAN <RE PLAN> P. C. PAN EL -- ---- 4 x 12 LEDGER W / 7/g '► A. 6. x. 244 % (EM PEED 51' MIN,) 4")EXP Wij L3n3 x)'I6 x0' -6`' (EN94ED 5 ") SEISMIC NALL TIE - 48''7 a 5-5A SECTION 5-5 (5-5A SCALE : P.C.PANEL PL. A N EXTEND 2 - GAR'S TO PARAPET -o" DE.T. g E-.1 TIES 4 -' #7 VERT. bP. 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GROUNDCOVER SHALL BE INSTALLED CONTINUOUS UNDER SHRUBS AND TREES. 4. LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL APPROVAL. PER THE CONDITIONS IN THE SPECIFICATIONS. 5. LANDSCAPE CONTRACTOR SHALL MAINTAIN LANDSCAPE UNTIL FINAL APPROVAL. PROVIDE A ONE YEAR LANDSCAPE MAINTENANCE FEE AND SERVICE PROPOSAL WITH THE CONSTRUCTION BID. ONE YEAR MAINTENANCE PERIOD TO COMMENCE UPON FINAL APPROVAL. 6. LANDSCAPE CONTRACTOR SHALL OBTAIN AND 'PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK 7. LANDSCAPE CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPtRTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS AND, PAVED SURFACES. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTILITIES. 8. LANDSCAPE CONTRACTOR SHALL" VERFIY THAT POSITIVE DRAINAGE EXISTS IN ALL LANDSCAPE AREAS PRIOR TO INSTALLATION OF PLANT MATERIAL. IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF ANY ADVERSE DRAINAGE CONDITIONS WHICH MAY AFFECT. THE HEALTH OF PLANT MATERIAL TO BE INSTALLED. 9. REFER TO CIVIL ENGINEERING PLANS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS FOR GRADING AND UTILTIES INFORMATION, REFER TO SHEETS 'L -4 AND L -5 OF THE PLANS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS FOR PLANTINGS ADJACENT TO THE DUWAM I SH RIVER. 10. REFER TO SPECIFICATIONS AND PLANS FOR ADDITIONAL NOTES. Designed Drawn Date 10.4. 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LANDSCAPE CONTRACTOR SHALL MAINTAIN LANDSCAPE UNTIL FINAL APPROVAL. PROVIDE A ONE YEAR LANDSCAPE MAINTENANCE FEE AND SERVICE PROPOSAL WITH THE CONSTRUCTION BID. ONE YEAR MAINTENANCE PERIOD TO COMMENCE UPON FINAL APPROVAL. 6. LANDSCAPE CONTRACTOR SHALL OBTAIN AND 'PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK 7. LANDSCAPE CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPtRTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS AND, PAVED SURFACES. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UTILITIES. 8. LANDSCAPE CONTRACTOR SHALL" VERFIY THAT POSITIVE DRAINAGE EXISTS IN ALL LANDSCAPE AREAS PRIOR TO INSTALLATION OF PLANT MATERIAL. IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF ANY ADVERSE DRAINAGE CONDITIONS WHICH MAY AFFECT. THE HEALTH OF PLANT MATERIAL TO BE INSTALLED. 9. 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