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Home My WebLink AboutPermit 5583 - Cello Bag Company - Slab1 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -Wg 154.9 BUILDING PERMIT PERMIT # SS�3 Control # 89 -053 Work to be done T.I. (51c1 Site Address 17100 W. VAIIFY HWY Suite ! Tenant CELLO BAG Building Use WARFHO(ISF Assessors Account # 252304 - 9052 -0, 9055 -0 Property Owner N,1a WFST yiuiFY ASSnCTATFS Phone # 583 -2765 Address FTRST TNTFRSTAIF CFNTFR q99 RED. SUITE 4125 SEATTLE. WAZip 98104 Contractor NORTHWEST CONCRETE #N9RTHCC1790D Phone # 251 -8666 Address 10812 S.F. 248TH AUBURN. WA // )7) ZiP 98002_ FOR BUILDING PERMIT ONLY APPROVED FOR ISSUANCE BY: /1/ . ( ?/' 71�/, DATE: Sq. Ft. Office Warehouse Retail Other Occ. Load 1st F1. 2nd Fl. 3rd Fl. 117 Total _ Fire Protection: ❑ Sprinklers ❑ Detectors Zoning Type of Construction Special Conditions sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # 0(03, $ Receipt #8597 $ Receipt # $ Receipt #7767; $ 3.50 Receipt # $ Receipt # $ 6.590.00 90.00 59.00 $ 152.50 FUR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary 0 Single Face ❑ Double Face ❑ Wall Mounted El Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANOUNEU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SANE TO SE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING Of A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEI%JTHE PROVIS10$S 0 OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signed Date LICENSED CONTRACTORS DECLARATION nder p oviisiionss of he S mess and Professions Code, and my license is in full force and effect. ! Date I hereby affirm that I am llcen Contractor (signature)__ OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA (, Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /go BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address PERMIT # S ,13 Control # 89 -053 17100 W. VAIIFY HWY u to enant CELLO BAG WARFHOIJSF Assessors Account # 252304 - 9052 -0, 9055 -0 N,1A WEST ILAJ J_FY ASSIlCLATES Phone # 583 -2765 FTRST TNTFRSTATF CFNTFR X193 RED. SUITE 4125 SEATTLE. WAZip 98104 NORTHWEST CONCRETE #NORIHCC1790D Phone it 251 -8666 10812 S, E, 248TJ I AUBURIL. WA ' " Z i P 98002 APPROVED FOR ISSUANCE BY: >ji FOR BUILDING PERMIT ONLY DATE: Sq. Ft. Office Storage/ Warehouse Retail Other Occ. Load 1st F1. 2nd F1. 3rd F1. j Total Fire Protection: ❑ Sprinklers ❑ Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. 0 other $ sq. ft. @ other $ Total Valuation of Construction S 6,500.00 Bldg. Permit Fee Receipt #C;(03 $ 90.00 Plan Check Fee Receipt #8597 S 59.00 Demolition Receipt 0 S Surcharges Receipt # 77; S 3.50 Other Receipt #) S Other Receipt # S TOTAL $ 152.50 FUR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary ❑ Single Face ❑ Double Face [] Wall Mounted Building face Setbacks: Front ['Free Standing ❑ Other Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR MURK IS SUSPENDED OR ABAN00NEU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 15 COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SANE TO 81 TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEI%rHE PA0V1S10$S 0f A3 OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION THE PERFORMANCE OF CONSTRUCTION. Signed Date` %= L__... LICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 M licen nder p oviisions of tthe 8 iness and Professions Code, and my license is in full force and effect. Contractor (signature),_ _ �G —�� l� Date OWNER- BUILDER DECLARATION or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or am exclusively contracting with licensed contractor's to construct the project. Date ( ) 1. as owner of the property, offered for sale. ( 1 1. as owner of the property, Owner (signature) CITY OF TUKWILA Building Of tment 6300'Southdw, ar Boulevard Tukwila, WA 98188 (206) 431 -3670 INSPECTI N RECORD PERMIT # �S3'cg3 Date Type of Inspection /4;45 tie / Date Wanted %-?D-- Pe p.m. Site Address / 7 /G2D Lam, 1.4 4Ket., 440,7 Project //o ," Requestor / Phone # Special Instructions Inspection Results /Comments: (:-:e7 / ( /2:::::7„.1140 a _ ../ ...._ Inspector Date 7 CITY, OF TUKWILA Building Oiv'ision 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requester Special Instructions INSPECTIr RECORD PERMIT # 3'Y.3 Date Dem Date Wanted Troae. 414.4 a /91 Project cyj6 Phone # 5 / kG eG .m. Inspection Results /Comments: /i'Gf %l% 450,1-'" 5:4Gii 474/ ve /Ye,'4 L Ci N/ /15 /; Lt l' Inspector,. -�. Date e--.2,27 T SEE FIELD G- 00 .cy CASCADE TESTING LABORATORY, INC. REPORT No L I 1 TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 N.E. 126Tw PLACE KIRKLAND, WASHINGTON 90034 EVERETT (2061 823.9000 12061 259.0817 TO` rV\LO PA& CLO. .71 oa W. \ALLE7 ,s rgs�ci TU KW \LAI, ATTN. THE FOLLOWING WAS NOTED: WNCL!TE FIELD TEST DATA N9 52304 DATE\Af GC111,32.;L.lUI'ci M?'1 �l �'G7 CERT. NO. Oqk 'l0 7 SLUMP PROJECT t \ . ._ .41EW MACIAIME, FWh AT1C% LOCATION 7 100 W VALLEY eta . VEILD CEMENT FACTOR BLDG. PERMIT NO. 55S OWNER LEU._ Y AIR (0 h WEATHER ' Z7� 1*\11\1 � ( / TEMP. _ AT AT AM PM ENGINEER evPELT EA& 33 r WATER ARCHITECT CONTRACTOR M.U. COIJATE 7_0 TRUCK SAMPLED 007 TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR (0 h �yi` -- — — SY�u'.K. 33 r WATER 7,3 TOTAL 7_0 Mb 006' 5 /t6 9515 5- 31 2.0 Hose° q 9 90 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS SL MOIST ADJUSTED WEIGHTS CEMENT 5 V7 STRENGTH PSI SET N0. FA. e Lo S --/O 7 C.A. '�0 I WV 9300 33 r WATER 7,3 TOTAL 7_0 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET N0. Al3 '''- S --/O 7 LXIZ 9300 33 r _ 1S'p"1 S -31 7_0 Mb 006' 5 /t6 9515 5- 31 2.0 Hose° q 9 90 PRODUCERS: CONCRETEWLE� AEA -- ADMIX CEMENTT I CAC12 CU. YARDS PLACED 10 % DESIGN STRENGTH Z IOC f',‘7, PLACEMENT AREA IL NOTES NEW MhCNINE VOU1MkTIOU G1Lhg.,. Po IF (-7- c COPIES TO: Ce `-� �Tu\ S-^/ _l INSPECTOR: T ''4.4 1 {".' UG/ Z • ^Zr/ SIGNED: { CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 NE. 1267.. PLACE KIRKLAND, WASHINGTON 96034 EVERETT TO• 1�1.� L/AU . CD, 1-7100 W. VALLEY en TV KWI LA VIA 12061623.9900 12061 239.0617 ATTN' AS REQUESTED BY' F014 17 " THE FOLLOWING WAS NOTED: PREVIOUS - REPORT No. N°_ 50040 DATE WEVAIEC CIA/ -- MAV t al C1 CERT. NO. GrR)ht 'l0 7 PROJECT t •.EW M i1NE Ft:IN N LOCATION 1+1 \00 \Al , J E'/ ED N.W1 LA BLDG. PERMIT NO. 5583 OWNER WEATHER *alN Y TEMP. AT AT AM PM ENGINEER IL PEST EN/r. ARCHITECT CONTRACTOR 1\1,W. C lL E I L.. QLLAIL111\1 N W MA C,1-111\1E. FOUN'DAT1 Dial �L ALA WA I N CDN FOBA • AWE W17-1-1 APPWVED PLAN. NEET- A- OF 7. GQNLL1 L: 5Y7. ACIk 11/1(X EOM MILE_ WAS PlMF1' kT TI1E MAE 12 CAT1 PN MECHAIV I CALLY WELL VI TELL LAgT3 - f X1 Z WT I-1 MMY a.,UMP AT- 417 AP SLUMP P?N&E liE -5O &A .Wks,: AT i1TE TO T )CK I I Z AMD COKT AC.;T AMEf 10 &A. Ab PUMPED 1N1Ajam- 1-t , ' LINE PU P.11'1& NA 1 x . L`11 -MA CTOP_ AME'Q \O C:k V TEE_ )0 MN. 007, RECE VED CITY OF ItIKWILA SEE TEST REPORT NO. 62:504/ HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY ,:(1G.!98a ammo Dept INSPECTOR: 4---:-/i1,112.;) COPIES TO: C-6 C9D - Tu4®D l I� FIELD ► . PO SIONEO• CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 96034 EVERETT TO: C LL r ✓ CO . \-1 1 WLVALLEY fL TL'11C.W IL A t WA. 12061623.9600 (2061 259.00 17 ATTN• - THE FOLLOWING WAS NOTED: Ch5W2ETE FIELD TEST DATA SEE FIELD ` aa3 REPORT No vv N2 52 "99 DATE Fpizmp NA./ Lc?, i° 3&J A CERT. N O. S'1 :7 - L SLUMP PROJECT 1 ILA TOQJE UNIT WEIGHT LOCATION 1 -100 w. \LIEYI CEMENT FACTOR BLDG. PERMIT NO. 5-5-5-5- OWNER - AIR WEATHER ✓ kIM �( TEMP. _ AT AT AM PM ENGINEER V�EETL. �A 1/ 1Uf V V . — ARCHITECT 3 S3 '7 CONTRACTOR MTGE.� WATER C. AND 1 C Otv`T TRUCK SAMPLED .14 TRUCK TICKET No, 2.0 G-4 J& TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR 1 TEMP. CONC AIR 1 p M A' rz 7 - — Lea v o 3 S3 '7 C.A. n1 1 0 I O WATER Zk0 s- a(e, zo TOTAL 99 3 3 - ZS _ COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS 1'. MOIST ADJUSTED WEIGHTS CEMENT 50 STRENGTH PSI SET No. F. A I Z75 s'-- LS 7 1.1)10 t o Lea v o 3 S3 '7 C.A. n1 1 0 I O WATER Zk0 s- a(e, zo TOTAL CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS S12E WEIGHT TOTAL LOAD STRENGTH PSI SET No. ''l 9 3 1 it -ZB s'-- LS 7 10 xIZ Lea v o 3 S3 '7 — 9I?L ,.. s- a(e, zo 99 3 3 - ZS _ PRODUCERS: CONCRETE yTMANInY CEMENT -TYPE 2E, ADMIX. \ E ` LS- CAC12 PLACEMENT AREA i NOTES I tv 3 I'vTEL\o"- FTG-.' W " ' " C,V R , AEA CU. YARDS PLACED DESIGN STkIelT1 CITY OF 'ti U WILAA 1 1� T� CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE. 126,., PLACE KIRKLAND. WASMNOTON 99034 EVERETT To CLLLO & CO. 1-1 00 W , VALLEY PI), TU I�U�ILPc t 1NA 1Z061623.9600 12061 239.0617 ATTN• AS REQUESTED BY: CARL THE FOLLOWING WAS NOTED: PREVIOUS C u..51 T REPORT No. L l N2 50035 DATE F kinirl A 1L LS CERT. NO. gQk -67 PROJECT k1618'1 ikW... �TOe_AI7E LOCATION I -11 DU W. VALLEY EL BLDG. PERMIT NO. 5-555 OWNER CELLO WEATHER �/ cJVV1U J I TEMP. AT AT AM PM ENGINEER �n C�}1� EUP C_� vb, ARCHITECT CONTRACTOR C, INvn n e CTCL.. NTEEO W» allie_h,S WA, I N COMFO MAk)C , \MT\-t C\T M'PKOVED PLAIU�1 ?ME b g. CDIONT-TE -D1000 PI (v11, DESt&Ni MM Fla/1 1C) JE,VJAY \N A PLACED A-T THE, AF�\/E, LO CAT101�. b . r i-G-s. V1) ELE MMCN AN e,hLLY \N LL, Vl YAP_. A TED , CAevT .5 -(0X I Z 1 LTT It\MPLE.S AT TAU CK CK U L. \MT1-1 P\ �LVNIQ P_MNLbE VJPS S Z.,- (Yz, ". CD1tiTCTOL ALLEL I S \ N A T E ? A T 5\ \ k . SEE TEST REPORT NO ' LI HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY RECEIVED CITY OF UKWILA ! G BUIID111144 DEPT. INSPECTOR: COPIES TO I. I - .a -c i I,i •TICK -11) '"-) FIELD .FPO - - �- SEE FIELD CASCADE TESTING LABORATORY, INC. REPORT No DDS D N 52304 TESTING 9s INSPECTION / ENGINEERS /GEOLOGISTS 12910 N.E. 126tH PLACE KIRKLAND, WASHINGTON 96034 EVERETT TO• (T 1_O g/ l& LO. 1'1100 W. VALLE' an , 12061 023.9000 12061 209.0017 ATTN• THE FOLLOWING WAS NOTED: CQNCE1_TE FIELD TEST DATA DATE v\ a- uizLJphy MM'1 \tOGI CERT. NO. Oqa '&7 SLUMP PROJECT . - ; AIEW MACINE FWR AT1CN LOCATION 17100W VALLEY Eh . SLOG. PERMIT NO. Ss. OWNER LEU_O TEMP. CONC WEATHER r--)V1\110 TEMP. _ AT AT AM PM ENGINEER euPELIT DOI - r��uc ARCHITECT WATER 7,3 CONTRACTOR TOTAL TRUCK SAMPLED 007 TRUCK TICKET No. TIME SLUMP %AIR UNIT WEIGHT VEILD CEMENT FACTOR TEMP. CONC AIR IC h kyz' - - - r��uc 33ro WATER 7,3 TOTAL ZS (C1S 5-31 z8 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED A WEIGHTS CEMENT ,, 17 STRENGTH PSI SET NO. FA. 410 0 5 -/O 7 C.A. 1 WO 93so0 33ro WATER 7,3 TOTAL ZS CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SI2E WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1k?3 q " 5 -/O 7 Lxlz 93so0 33ro 1S'N S -3 1 ZS (C1S 5-31 z8 PRODUCERS: CONCRETE ra1-E. � CE MEN TDEE- 1— CU. YARDS PLACED It, AEA ADMIX. CAC12 % DESIGN ST PLACEMENT AREA a NOTES NEW MhCN INE VCUMThfTIOU GL /I". F'Q r (� 1% oco '71 1 � F 'aKWa9A outuon CEP% INSPECTOR: COPIES TO: C`) — UILrC THE FOLLOWING COMMENTS APPLY TO ANPBECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 5 k3 1. No changes will be made to plans unless approved by Tukwila Building Department. 2. All permits to be posted at job site prior to start of any construc- tion. 3. When Special Inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. 4. Whenever concrete is to gbe placed, notify the Tukwila Building Department 24 -hours in advance. This requirement is in addition to any special inspection otherwise required. 5. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the soils engineer. 6. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code. 7. The issuance or granting of a permit or approval of plans, specifica- tions and computations shall not be construed to be a permit for, or an approval of, any violation of the provisions of this code or of any other ordinance of this jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this Code shall be invalid. U.B.C. Sec. 303(c). cocaTi_ .®®rrha@- CONSULTING ENGINEERS /CIVIL AND STRUCTURAL [ @o Structural Design Calculations • of Machine roundation for Cello Bag Company Tukwila, WA March 1989 R.E. Job No. 903-044 FILE COPY 1 understcncl 'r';1af f11e Plan Check cpprova is are su bIec;,to errar.. <:ti Gw °1.i�'7� :nd z;1 proval of piers deer ! i 'i +:. i'[ {:i "t;. I;'t:i' vi 1 .. ... .i �� ., t.: •.ilia Gl�r�J copy Li C: R Date ...r. Permit No CITY OF TUKWILA APPROVED AP 0 1-M3 BUILD! C DI l'SlON RECD CITY OF TUKWILA tiiAR 3 1 1989 BUILDING OEM r 1501 MistVr,llr :y FlIghwn>y North /Suite 101 Bost Office Box 33.6AAuburn, WA 08071 2013. +03.7776 RUPERT ENGINE INC. 1501 W. Valley Highway, 1 *: Ste. 101. P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 JOB i SHEET NO CALCULATED BY ASP OF DATE CHECKED BY DATE SCALE 3lL'�lezt ; i i 1 I i } I I I 1 1 1 I 1 i ; . ... ....... I ........... j........... ..�.......... ........ P.n ∎- ... S. .-1Ng4,?........... .. 1 I .i 1 f i i I i i i 1 1 1 i i 1 1 1 ,.$ ,Grr,?....... F" ? ,.- ......__o I........ ..........4� tiN "' .,8.......1717 .....ir )/57 -\ CS. n.f..........!P...A.+p...,..... ,............ ra.c ........ I......... ,.. ..:..... ...� 1 .moo .........p JI Nts ..S..........-7._. = ....._.! ...5.....k....... t ........P...tc., ..... Sl, i i fir"'° . ?.�.i. .................... �... ¶.... "CV►.V�.1,.r,..... 1 "—D SLAVS r 1 4\SCv4ziL ■5�7C�.`.'. ......... ............. S4` ir VgA • NN001KT TON pveirW I.c., fang, Mut 01411. RUPERT ENGIN `~ 1, INC. 1501 W. Valley Highwa N. Ste. 101 P.O. Bok 36 AUBURN, WASHINGTON 98071 (206) 833-7776 JOB 0�4- SHEET NO L i OF CALCULATED BY A-..**"Q DATE l4,/ • ( / $Q CHECKED BY DATE SCALE -t-A) . `> \.-; (.(e'�r{ V St 11i, ..0 li..' L- Y K��7 �S J �L (o ' .... dC�►�0 ...CSC., \' .- ,......." k' ............._1............. bd , mom 1,0M 1 Baas ir, G101111, ww 01471, ( / • e...N<A,S.-C M.-Xs V‘416...r.....1.1.■■-7 . 4., 4%1.....k% Sv-k-. ; 3/- v ( f-- e v CV-CT% 1/4.7‘..nta OV- e u acco 44 . k.4..71:4....V..A‘),■‘4 • • I , E-la:St otb--L.— A.& 1' / 3 N L—V4-11/4,VV --P•■■ta. Lszr S u Stv1/4-V V c-Xiz Si- " -ro %)u—n=s■.5.."T'LKL.A.E.S) • S. PL.., cOV" e u —\\ or- v.-7E-14-D •• 1 1 1 — c-wf) 1' /4.--Vc't■.C.-14■ • ! uJ 0 C—Nt■Scc-. . . Qtau4. ic:›orkeva,. isx-xp ITV OF TIJ :PPROV , RUPERT ENGINEE( ., INC. 1501 W. Valley Highway N. ' Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833 -7776 JOS — SHEET NO OF CALCULATED BY A'F""P DATE CHECKED BY SCALE DATE 1 • ..I • • i I � 1.... ................. c: '*.� c3......- �?.... } CITY.. pF...TUIMI AP'PR O.......E. A' a? A BOIL IN(,./. I.S! ....N... IMO *$i (Ji 471N, Wm, r.. EIH, 1 „ • NL. . ... _.....-- �,•■.+•.. .rte -• GENERAX NOTES S/1 All materials and workmanship shall conform to the drawings and the specifications (if any). During. the construction period the contractor shall• be responsible for the safety of the building. The contractor shall' provide adequate shoring, bracing, and.guys in accordance with all national,• state, and local safety ordinances': Any deviation' must be 'approved prior to erection. A11 erection• procedures shall conform to. OSHA standards. Any deviations must be approved by OSHA prior to erection. • The contractor shall. be solely responsible for,•-all excavation procedures including lagging, shoring, and protection.of adjacent .property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances The contractor shall be responsible for coordinating the.work of • all trades and shall check all dimensions. —All discrepancies shall be called to the attention of the Engineer and be resolved before proceeding with the work. , Shop drawings required•.by. these notes shall'be submitted to the Engineer for review prior to fabrication.' Drawings indicate general and typical• details of construction. • Where conditions. are not specifically indicated but are of similar character to details shown, similar details of construction shall be used subject•to review by the Engineer. See mechanical,. plumbing, and electrical drawings for size and location of all openings required .for ducts, pipes and all'"pipe sleeves& electrical conduit,.and._other items to be embedded in concrete'or'otherwise incorporated in. structural. work. Provide openings and supports, as required for heaters, mechanical equipment, vents, ducts, piping, etc. All suspended mechanical equipment to be sway or laterally braced. 1 ,t. •1i All information shown on the drawings relative to existing conditions id' given as the best 'present knowledge, but without, . guarantee of •accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Modification of details of construction shall not be made without written approval of the Engineer. Architectural and mechanical plans are considered a part of the structural design drawings and are to be used to define detail configurations including, but not limited to relative location at members, elevations, location of all openings,* etc., and must be used in the development of shop drawings. Skylight and storefront contractors shall submit structural design calculations and drawings for all framing members and' connections (including connections to structural' members), to structural engineer and building department for their approval prior to fabrication. Calculations and drawings shall comply with all requirements of latest applicable building code. These drawings shall be designed and signed by a civil engineer registered in the State of Washington. FOUNDATIONS All footings shall bear on undisturbed ground or structural fill. All footings shall be a minimum of' 18 inches below grade unless noted otherwise on the drawings. Fill under footings and slabs shall be compacted to 95% minimum of maximum dry density per AASHTO T- 180 -D. Compaction of fill shall be in lifts not to exceed 8 inches loose thickness. Each lift shall be tested for -compliance with compaction requirements by ""an* approved laboratory. ,. Foundatkon excavations shall be examined and certified by „the soils engineer or his representative prior to the placement of any reinforcing steel or concrete. Compaction: material for filling and backfilling. shall consist of the excavated material and /or imported borrow and shall be free of organic matter, trash, lumber, or Other debris.' Backfill around the exterior walls shall not be placed until after the walls are supported by the completion of interior floor systems. Do not proceed with backfill until. 7 days minimum after the 2 tam completion " of(., }_erior floor systems are adequately braced. Backfill shall not be placed until after completion and inspection of dampproofing.. Fill and.backfill shall be deposited• in layers not to exceed 8 inches thick. Properly moistened to approximate optimum requirements and thoroughly rolled or compacted with approved equipment in•such a manner and extent as to prod!ce a. relative compaction' of 95% of. maximum possible density for optimum moisture content as determined by AASHTO T -180 -D method of compaction. Hand tampers shall weigh at least 50 lbs. each and shall have a face area not in excess of 64 square inches. Hand tamper may be operated either manually or mechanically and shall be used where larger power driven compaction equipment cannot be used. CONCRETE All cast in place concrete shall meet the following requirements: Quality of concrete shall•be determined by Table•26 -A, Section 2604, UBC 1985. Minimum 28 day compressive strength' shall be 2000 PSI. Use 5 1/2 - 94# sacks per yard of Type I cement with 6.6 gallons of water per sack of cement. Maximum slump= 6 inches. All methods and materials per 'UBC Chapter 26 and . UBC Standards ' 26 -1, -2," -9, and 13 -85. Provide one set of 3 cylinder tests for each four hours of concrete placement or for each'pour. Copies of test reports shall be sent to the Engineer and the Building Department. " Concrete shall be maintained in a moist condition'for a minimum of five (5) days'after placement. Alternate methods will be approved if, satisfactory performance can be assured... . Keyed construction joints shall be used in all cases except slabs on grade. All construction joints shall be thoroughly cleaned and all laitance shall be removed: All vertical joints shall be . thoroughly wetted and slushed' with a coat of_ neat cement. - immediately before placing new concrete. All concrete with.a designated strength exceeding 2000 psi shall require continuous inspection by an inspector approved by the building department and the Engineer. Pipes other than electrical conduits shall not. be•embedded in structural concrete except where specifically .approved. REINFORCEMENT. Reinforcement shall be deformed bars in accordance with ASTM A -615 Grade'60, UBC Standard 26 -4 -85 and made from new billets. V Welded wire fabric shall be in accordance with ASTM A -185 and UBC Standard.26 -6 -85. Wire mesh shall lap one full mesh at sides, and ends. Lap•all reinforcing.bars'40 diameters at all. splices,., corners, and intersecting walls, unless noted' other wise. Cover over reinforcement shall be .a minimum of'3 inches for concrete placed.on ground, 2 inches for concrete exposed to ground -or weather After' removal of forms, and 1 .1/2 inches unless noted otherwise.• Anchor bolts, dowels, and other embedded items to be securely tied -in place before concrete is poured. Submit shop drawings to the Engineer for review before fabrication. RUPERT ENGINEE9Fir 'NC. P.O. Box 836 /Zip J' 1501 W. Valley Hwy. North #101 AUBURN, WASHINGTON 98001 (206) 833 -7776 FAX (206) 939-2168 TO T D LLIEl a.- CIF ITRAMOSIOTMEL DATE 3 / Z.°l. (Q,"l JOB NO. SsQko.1. CAA- /-- OSG ATTENTION RE: DESCRIPTION WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Copy of letter Prints ❑ Change order ❑ Plans ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION .. --1-. -- \-Lt..c.1 ,\.■-.)E;: • %,-;_l0-•••. C..,A■.CS A . S13zwS'-t i°F' L< AS>o f 1J • • . s L-C'‹._ sP %.-ia*.... THESE ARE TRANSMITTED as checked below: ,For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints . ❑ For•review and comment ❑ ❑ FOR BIDS DUE • 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS � \cktt>vE. • A. �--1 �"9� �S"C * .�� C oN-triE1-SGS RECEIVED CITY ok A'l olvitA 'I�R311��`J aul[Lriwe OEM COPY TO now not but/Inw &AA mat 01111 SIGNED: fJ.1�.p.�.,,*-77 PpEr If enclosures on not .o noted, kindly notify fie et once. Date: g-- t()-pfl File: # 69 -05:3 Sheet 1 of ORDINANCE COMPLIANCE CHECKLIST Uniform Buildin• Code, 1905 Edition. PROJECT. A LLO 1JAc 7 C;n .- t%,ie,. T� 11 t nD ■1ALLEt l I4LO( f 1. OCCUPANCY GROUP. I a 2. TYPE OF CONSTRUCTION• Dr-3. LOCATION ON PROPERTY. 2-4. BLDG. HT./ NO of STORIES• Ea" FLOOR AREA . OCCUPANT LOAD. [Er7. EXITING RE Q MTS: EEJDETAILED REQUIREMENTS 8. OCCUPANCY: 9. TYPE OF CONSTRUCTION. 10. ENGINEERING REGS. & REQMTS:DE61,C4CCItnc � 4aTIF 'O,K.+ �R ?Ro n \-0 aPs . - 11. COMPLIANCE w/ WS EC ! a` 12. COMPLIANCE w/ Chapter 51 -10 W A C NOTES: 1A- l�[AU.c ct4I - 1,10 C. RE SaFelii Sv(E5 BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER PROJECT NAME (moo ocr9, (.5/4-b) SITE ADDRESS 000 W U ' /4, c�ti�u�. 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 ". SUITE NO. 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. RI BUILDING - initial rev i e • FIR'FD . B-3)-01 ROVED (ROUTED) lUIRME CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: (J Sprinklers [ J Detectors ( JN /A INIT: FIRE DEPT. LETTER DATED: INSPECTOR: O PLANNING ZONING: IBARMND USE CONDITIONS? ( )Yes [ ] No INIT: REFERENCE FILE NOS.: O PUBLIC WORKS MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? S- E- W- Yes No INIT: PUBLIC WORKS LETTER DATED: O OTHER g BUILDING - final review INIT: T- UJ 9 INIT:` REVIEW COMPLETED TYPE OF CONSTRUCTION: UBC EDITION (year): IctS5 ffic PERMIT NO. CONTACTED W L-- DATE READY L( _ n 0 _chi ) DATE NOTIFIED A(_ J 'i BY: (init.) PERMIT EXPIRES q - -3b-Ss") 2nd NOTIFICATION BY: (init.) 3 AMOUNT OWING #Q,.3. 3RD NOTIFICATION BY: (init.) 1.111 UT IURAILII 20dlog hiislon 6 BUII. ING PERMIT APPLIC 6200 v, 0 Southcrter 8o:�lcvard t Tukwila, Waseiiingto 48188 § (206) -133 -1849 -TION• Contt rol # Site Address \`A: �cx� Vs`t „�� F °� �l��t, TLxt�Ll�Suite# Floor# Project Name /Tenant c..> .-A-A—C2 4.-C71.A-rp '-( / Valuation of Construction a*G cxl, - Assessors Account# ZSL k- _'1o51. -ol Property Owner ��S P. �, <-� `.1P■\,�,.. Phone SE'S. - Address F �cls� lti�"C�- R��r�'R`.. t.t.r:AN., )421a, � S.�CC� 4 - \1..5 Zip I2,0°cr Appl i cant Gam. 'C��.” A, C,c,a- �� \''.�+•ti�� , Phone Z5\ Address Y73, ti L7 ��.ES.i \ w._�._iL �• �i ,l-() -tom � url� A w ts. Zip Architect /Engineer R.,v��..(,-�r,��,,��.�.� Phone 'e.'.- Address Y.)l,e ' � f �s�.�,�c�.�. � l vP. . Zip ''�'2xa \ Contractor License# Phone Address Zip Class of Work: [] New C1 Addition Qt Tenant Improvement J Remodel (residential) J Reroof D Demolition [] Interior Demolition 0 Other Describe work to be done V...6_1-10\,t. '- I(" h 8 -o" >x ti-P,p,,,, oFr s4,Afs ay..lr.) 'jl .r_'.E'_L• l�f,. t v ;f /-t1 &' y n4 X 9" r.›P e_15 -u.Jv: 5*71- rt_it4c3 4\l _ Type of Const. (UBC) Vt..) Occ. Group (UBC) ( L Square footage of entire building c..F.,\L, SF= Square footage of tenant space 4‘,c, ,5 Building Use v-t...A.c.,y..��t.S,. Will there be a change of use? [] Yes E No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? (g] Yes [] No If yes, explain p(?._.,\L„-t' `�� , \Lk__ 1, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature) (print name) t.NJ F"• FO.- Contact Person (please print) ,tat..t•.�_� � 'C"t: , Dom L.)t(, ?(t $444 Date 3 /z.-°I (81 Phone -1.0;.-730c7\4. OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ Q,00 Receipt# T(4) 3 Date Paid / -;) /- S-' Plan Check Fee (000/345.830) 4K „9,OO Receipt# `r� c Date Paid BRUNING 44 -232 %..xu�:,w rv. ...,..,... ..:F. ♦ "�:,"' S teTlw ST t + I • TK t MINKLER BLVD: ' 144allGZY-topUG•17 VT - t r HEAL rti cc ! +iMERGENCY CENTER ; yZc r Q_P ! • I .' 'A� VICINITY MAP �xls� tau t,-r7I -4 IT"I r-1 KI 1,1 WEST VALLEY HIGHWAY ° ; S' 247" NEw kAcHINe FoIJNQATlorti GULATIoM4 5 Fog. FUg,i H E,. I7Ei'Ahs.I Ls `1 z3 4 ca s emu' l ii r N P --j= -. 2,0 t--4 v4 ff t--r-,. Bmint SITE PLAN FILE COPY understand ti Pla n sulk = c t c.nd copyc -' - •,�..- •...t..,, 6y. • U. • .• p r ovai s are Date. `2' 9' Permit No .)2 CHECKED JOB NO 00.03 .: 04+ • 1, ,i: s ,L.T • ....'.�5�..._._._. _* f��._.._.r, ,ri r;: - 1. +'..5�:.'y a`:r "� .r':.t.r'k.`'ZvY•' , :.W, 'fk� 'ti` ry x.: zt', �� ;�" 'Y. _ �.. .J.. 19. e„<I;'. •.� — �.: .•�, F :4 . l... �. -�... :�',•.. r ,. ..a,.r ..,.. ;' I.. -'+.Nt r {rr k,K: �.' rtll -Y :' .'`•w f�F+�,4"+ a^''�'44/t':i fir. :./,f Y %%i -y. �.• 'y•+ a'�• ..C..i.,. �. tv...) �L ._ .. ,. .. ..„ ....... -_•.' ... .,. -r.. •. ,..,...f. ?.. r..i v r:.,,. .�. 1. r', a�.- s ^�F ��t, t" �;� '¢,' ,.. ;c'. -+; r',. .t. r' ,- =;r -,t ,4 .tr•'_. t.�A �'+ f. t #•'.9. � i,'�1. � ti: .y :t:• .N^ u _J ri.��irl i�i !r, •.lS.. s..... »� t.. �! III !I! IIl I�I�ljIIII! I I ! I�I I I�I i lIIIII`I I I�IIIJ! I I ICI I {I �lIII1 ".' ,. ' -` ". �`. ,.,,.i. • ....::..:. .....• .:.t .:- : "'�':� ,;:� ,'.'.:f. ..:�t _ I► 1 I r I VIII!) 1II!`!III!II+IIIIII! 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