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Home My WebLink AboutPermit 148 - Cello Bag - Building jack benaroya Cello Bag sitts & hill BUILDING PERMIT No. IV? 148 OWNER ADDRESS S EA 1 TLG I PHONE D 'n t •. AREA TYPE OF CONSTRUCTION BUILDING BUILDER ADDRESS _ FT, get 80. FT. ARCHITECT d ADDRESS T fY 1 T 5 {-I G 1J JOB ADD RESS STREET _ NUMBER USE ZONE LEGAL L OT SIZE fq JI! LYl�_ LOT ARE P l BUILDIN BLOCK LOT YARDS MAIN BACK BIDE YARD REAR YARD NEAREST ACCESSORY SET BACK SIDE YARD REAR YARD NEAREST DISTANCE TO BUILDING I r ^1 ( BUILDING BUILDING So. FT. BUILDING PROPERTY LINES LOT AREA SET �`� ` ` 4%ee P- � - G'I 60. FT, OA17 EXTERIOR FINISH CLASS OF WORK NF W, ,, REMARKS DESCRIPTION OF ANY WORK NOT COVERED ABOVE WARNING Notify Building Department by Street Address and Permit Number when ready for inspection. Work must not be covered before inspection and OK for covering has been given by Inspector in writing on Permit Placard. I hereby acknowledge that I have read this application and state that the above is correct and I further agree to comply with all City Ordinances, State Laws, and lawful orders of the Building Inspector governing building con- struction. Written Authorization of the owner must be pre - ,•_, sented when work is done by occupant or lessor OWNER OT x PERMIT F ES: (THIS SPACE FOR BUILDING DEPARTMENT USE ONLY) i Y X Q ( Q�� HOUSE & OTHER MISC. / G ARAGE f " ARAGE f ILDINGS f FEES f BY BOND PERMIT BOND NO.— TOTAL FEES f R __ BY TE NOTICE: THIS PERMIT DOES NOT COVER PLUMBING, SEWER, OR WIRING INSTALLATION. PERMIT PLACARD MUST BE POSTED ON THE WORK MAIN WIDTH DEPTH AREA TYPE OF CONSTRUCTION BUILDING / O �/ /� FT. ^ ` _ FT, get 80. FT. SIZE 1 . OF ACC ESSORY WIDTH DEPTH AREA BUILDING BUILDIN �( �'"•�� FT. � ` -` FT. — SQ. FT. 8Q. FT. - —.•••- EXISTING BUILDING AREA----------- - -- So. FT. TOTAL AREA OCCUPIED LOT AREA LOT AREA OCCU IED LOT COVERAGE - G'I 60. FT, SQ, FT. EXTERIOR FINISH CcNG ZwTx; OCCUPANCY r lo SE USED HOW BASEMENT S HEATED SIZE 60. FT. ROOMS TOTAL / N BEO BATH6 LIVING L.D DEN KITCHEN NOOK K•D NOOK GARAGE ATT. ❑ DET. ❑ /k ROOMS COMBO VALUATION OF HOUSE S GARAGES HOUSE . ATT. GARAGE f a OTHER f ALL IMPROVEMENTS,,900 FOUNDATION OK FRAMING OK FINAL INSPECTION REMARKS DESCRIPTION OF ANY WORK NOT COVERED ABOVE WARNING Notify Building Department by Street Address and Permit Number when ready for inspection. Work must not be covered before inspection and OK for covering has been given by Inspector in writing on Permit Placard. I hereby acknowledge that I have read this application and state that the above is correct and I further agree to comply with all City Ordinances, State Laws, and lawful orders of the Building Inspector governing building con- struction. Written Authorization of the owner must be pre - ,•_, sented when work is done by occupant or lessor OWNER OT x PERMIT F ES: (THIS SPACE FOR BUILDING DEPARTMENT USE ONLY) i Y X Q ( Q�� HOUSE & OTHER MISC. / G ARAGE f " ARAGE f ILDINGS f FEES f BY BOND PERMIT BOND NO.— TOTAL FEES f R __ BY TE NOTICE: THIS PERMIT DOES NOT COVER PLUMBING, SEWER, OR WIRING INSTALLATION. PERMIT PLACARD MUST BE POSTED ON THE WORK In CITY OF TUKWILA WASHINGTON APPLICATION FOR PERMIT Department r V pG iC A. mc- 11 4 6YA kla h ereby applies for (print or type new in full) permission to Co msxwweT - we ar r kjau& . 4 ewr- ieg; (describe in full activities to be carried out) .1 / l: l C+Rr 0 I LUM,E N b u S �0 12 '1 i 14 ��G1 -1T QF OFte� pocZ'cieN ;34 A 4m _hsV,V1A e� 2(26 12 &Q.T4 1 §n 690 5. E, L b C fo y►l /l G T (do not write on the back of this application if additional space is required use additional application forms] Applicant hereby agrees to carry out all activities described on this application in com- pliance with all applicable City of Tukwila ordinances, state and federal laws; and to allow inspections to be made by authorized inspectors. .� ( address were activities are to be carried out) (signature of applicant) 1 3C �, g VAtaic Z. 1Z (, D C (mailing address of applicant) (date of application) a CITY OF TUKWILA WASHINGTON PERMIT Department RUT _r. Tm. 1T N.J. 141,1CALFE COMPANY is h GRANTED ereby IllOMIWIREW (print or type name in full) permission to INSTALL, UNUt,;RGROUND TANKS (describe in full activities to be carried out) AT the Cello bag Company west Valley Highway Four (4) Tanks – 2t betweon tanks with 3 egyar except 5000 p tank shall _— be_covered by Aft coner ..e slab (do not vrite on the back of this application if additional space is required use additional application forms; Applicant hereby agrees to cari7 out al2 activities described on this application in com- pliance with all applicable City of Tukwila ordinances, state and federal laws; and to allow inspections to be made by authorized inspectors. Idest-Valley Highway South City limite , t address where activities are to be V �2/ carried out) ( of applicant) 19031 Pacific Highway .9 (mailing address of applicant) November 14, 1963 _ date of application) �~ +nom ^ :. EEE Atizr is DESK IGN NOTESt ROOF LIVE ,LOA.) . 25 PSF WINR,OBI YERT. bURFACE • 15 FSF. EARTHQUAKE .ZONE 2 . LATERAL SOIL PRESSURE . 25.1?SF (FOR DRAINED GRANULAR BACEFILL2 FLOOR LOAD - 300 P8)} MAXIMUM • OFFICE FLOOR LOAD i 50 PS,T MWAZANIN'i FLOOk,LOAD.. 75.pSIF TYPE IIlI E3sV1 '4Il4EER C+UiSTRUC'PIQN FOR TT.PE 7-2- OCCUPANCY SPRINELED-TEROUOEOUT ALLOWED REAMERS, ?RR PILE w'20 TONS OSNERAL NOTES: 1. PILING: -SHAT& DE -BOUND TIMBER, FIR'POLE PILING CLASS "B" IN ACCORD /NCB WITH U.P.C. STANDARD 25- 16-61. PRESERVATIVE TREATMENT SHALL BE WITH CREDSOTE.I12 ACCORDANCE WITH U.B.C. STANDARD 25-14E61 roR FOUN- DATION PILS3o PILING SHALL BE DRIVEN TO AN ALLOYED BEARING LOAD OF 25 TOES PEI: F:LLE IN ACCORDANCE WITH U.B.C. PAR. 2809 (20 TONS a MAX. DESIGN LOAD. :2HE ADDITIONAL 5 TONS IS FOR "DRAG D01N" IN ACCORDANCE WI`1'TN DAMES & !;00RE r.OF.LS REp02RT.) PILE LERGTE SHALL BE SUFFICIENT TO PRAVIDB 50 FEET OF PENETRATIOA.BEECE THE ORIGINAL GROUND SUS EWE IN AC.CORDENC& WITH THE DAMES & KCORE REPORT. • 2. CONCRETE PIPE FOR SEWERS SHALL BE ASTM C14 -57 WITH RUBBER GASKET JOINTS. LA!J G & BACXFTLL SHALL bE AS PER AMERICAN CONCRETE PIPE ASSOC. CONCEE`.lE PIPE HANDBOOK. 3. DRAIN INLETS .:PALL BE CITY OF SEATTLE DRAWING 723 -67 (OLYMPIC FOUNDRY NO. 5„:300) ?IANHOLES SHALL BE CITY CF SEATTLE STD. 4. ASPBALT PLYING SHALL CONSIST OF THE FOLLOWING: - S" MINIMUM OF SELECT ROADWA'L BORROW, 1 -1/2" OF CRUSHED GRAVEL, AND i -1/2" OF CLASS "B" ASPHALTIC C01iCRETE, ALL IN ACCORDANCE WITH THE STANDARD SPECIFI CATIONS FOR ROAD & BRIDGE CONSTRUCTION OF TEE iiA;,HINGTON STATE HIGH- WAY DEPART1$ENT. 5. RAILCOAD BED, :RACK, & SWITCHING SHALL BE.IN ACCORDANCE i:ITH THE REEUIRED STANDAF'DS OF THE C. M. ST. PAUL R. R. AND SHALL PROVIDE CLEARANCES AS EDAUIRED BY THE STATE OF WASEINGTON "CLEARANCE RULES & REGULATIONS GOVERNING COMMON CARRIER RAILROADS." 6. CONCRETE SHALL:EAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI AS DETERMINER BY METHOD OF QU,ttLITY CONTROL. CCNCRETE STRENGTH OF PRECAST PANELS AREA ERECTED EHALL NOT BE LESS THAN 2000 PSI. CONCRETE SHALL CQ!RFGEM WITH U.B.C.. STANDARD 26.11+61 TOR RSADD MIXED CONCRETE. 7• REINFORCING BEALL BE INTEP.HEDIAT.E GRADE »:FORMED STEEL BARS IN ACCORDANCE WITH U,B.C. STANDARD 26 -6 -61. MESH REINFORCING SHALL BE 6" x 6"' 10 /10'3A. COLD DRAWN STEEL WERE IN ACCORDANCE WITH U.B.O. STANDARD 26 -6-61. T .2Q,000 PSI FOP. DEFORMED BARS. 8. COVEl FOR REINFORCING SHALT BE - FOUNDATIONti: •• 3N PILASTERS - 1 -1/2" SLABS - HEAP. AT CENTER - 2" MINIMUM COVER 9, STRUCTURAL STEEL AND MISCELLANEOUS STRUCTURAL HARDWARE. SHALL; BE A -7 STEEL AND SHALT, DE I47- AC". EEDANCE WITii THE AISC S?FCIFICATION FOR THE DESIGN, FABRIC4iPI05 AND i7RF.CTION'OF STRUCTURAL $TEEL FOR BUILDINGS. 10. ALL WELDING SWILL BE DONE' BY A CERTIFIED. biN.JEet. 11. STRUCTURAL LUMIIER SHALL BE DOUGLAS FIR OR'EEB' EB1i IEEEOCK GRADED IN ACCORDANCE WITEL%STANDARD GRADING & DRESSINE N"L.FS #15 OF THE ICLA. IOFSTURE ITi?S GRADE 2 "x6" T&G, CM &ifii 6 "x12" LEDGgaS'i 2" FRAMING L"JME.s"R: JOISTS & HEADERS ,STUDS,BLOCKI.Nn, MIsc. STD. OR UTILITY , K.D., TO 15% M.iX. FOR f a3,200'PSI 90 %,. 19% MAX FOR 10% CONSTRUCTION DR/ AS MARKET AFFORDS f s 50`4SI CONSTRUCTION. 1996 WHEN FRAMED IN.: :.;t • 1500 PSI STANDARD SAME f " 3200 PSI' ALL PIEOES SBAI,L BE MARKED WITE WCLA GBEDE OR EACH SHIPMENT SHALL BE 1CCCHPANXED ,WITH A CERTIFICATE OF. GRADE. GLIIED.' LAMINA:°ED WOOD BEAMS . APiD •COLUMNS $HALL BE DOUGLAS FIR, - COMMIE NATION NO. 15-OR'STRE54 GP1:`E f,a;2200':INTER7-0:TXPE :ADHESIVE FACTORY o wIT r ru4-28Ail ici'I t+:a aJSALEL( IJJD S!ULL" HAVE IUDJSTRIAI. APPEAR ANCE. :. ALL ,METHODS -ANP MA TERIALS'.SHALL' BE IN eCC' }? AN WITH �PHE NOLA SPECIFICATIONS, U;S.C.` STANDARDS 25-21- 64,`25- 22 -61, 25 -12 -61 & 25- L3 -61i PROVIDE ii'd'x!IC INSPECTION CERTIFICATE.'•, L3 ROOFDECX LLT -GP,& ATTAC8Hk2iT 5HALL L: :AS FOLLOWS,: RANDOH LAT -UP,OF END MATCHED T&G'w:CTH EACH-PlECE-EXTENDING OV LEAST ONE SUPPORT. tiINIMU) DISTARCEcOF 4 FEAT BItTN4IN . 1OINTS, [N •ADSACE, COURSES JOINTS IN: SAME, OEti88.4. L :NE: bdHALL `Bi; SEPERATED'BT :SAT "LEAST 2: INTERVENING CURSES. , NAIL A'?', EACH BbMU}G WITS 2= 16dC0MMON NAILS.. ', 14. ROOFING SHALL' BE:2'0 YEAR CONSITRUCTION GRAVEL 'SURFACED (FU.YRNISH BOND) 15.. OYERBEAD DOORS SHALL' HE CR'AWFiIRD (.) . E,t,LAL, WWCOt DOORS WITH' NI -LIFT 16,•:.N4N -DOORS OU FRG�q THE WAREHOUSE 1V:10 TSI:, SHALL BE STEEL PANEL, STEEL FRAME 30. x.7Q z 1 -3 /4" FENESTRA OR E,OAL COMPLETE WITH HARD WARE,,. LOCI( AND LATCH. AND THRESHOLD,: Iq•' FLASHING, GUTTER . SHALL BE - 24 GIIAGE GiiVLNIZEf STEEL. SEE BE- TAILS, , DOWNSPOUTS. TO DE_RIGID PLA3TIC Ls PER ,OWNER. A it • • SPRIN &LEE SIST6'i4 -SHALE BE W82 EXETE 4- FOR OFFICE AND WAREHOUSE AREAS" AHD DRY SYSTEM UNDER `EXTFRIOE CEEOPI. 'COMP. *.T WITH:'ALL 'FACTORY :MUTUAL RU* ES. EHSTALLEIJEBTA i,ICENS . CONT.ENACTOR. 1E YI0CATIOPfS W8E88 STARING PLATES ARE NOT SHOWN EETWEEN-COLUEESANDE. EU:ES, -24' 0A. .SHEET : IETAL PLATES SHALL BE.;PRQVIDED 'F?{UAL 1N :ISEATO . TH£:COLUMN. OFFICE AREA A. EXTERIOR 1. FRONT ENTRANCE: ALUMINUM'FRAiaE KAWNEER NARROW LANE 4450 MITN SEALAI. WINDOW VENTS AS SHCEi:4, OR /k' THICS ENTRABCZ DOOR .AND.i00D P HOLLOW CORE, HARDEOOD VENEER BOTE S � BOTH SIDES. PROVIDE DOOR CLOSER & FINIS HARDWARE COMPATIBLE WITH KAENEEH FRAMES. GLASS - BOTTOM SECTION, C SAF,E'IY GLASS; UPPER SECTIONS CLEAR PLATE GLASS. 2. OFFICE WINDOWS: ALUHILITED,,SATIN FINISH, STOCK ALUMINUM WINDOWS WITH VENTS HINGED AT TOP, BOTTOM TO SWING OUT. GLASS D.S.B., CLEAR EXCEPT REST &.TOILET ROOMS, D.S. 'OBSCURE. WINDOW SIZES AS SRO.N -ON DRAWINGS. INSTALLATION PEP MANUFACTURERS DIRECTIONS. . SUN SCREE!S,:'RS=FABRICATED.STEEL TUBE FRAMES, FIELD WELDED TO CAST -IN SLAB ANCHORS PER DETAIL. LOVERS, SHOP FABRICATED. ZIIR DRIED BECdi00D IN PANEL WIDTH UNITS, COMPLETE WITH NECESSARY HARDWARE AND SUPPORT PAST INOS. MANUFACTLiRER TO FURNISH SHOP DRAWINGS AND INSTALLATION INSTRUC:I AND OBTAIN APPROVAL BEFORE FABRICATION. SKYLIGHT MATERIAL, 8 oz. ALSYN ;ORRt:LUX, FILON OR APPROVED D4UAL KITH GRANULAR SURFACE, COMPLETE WITH NECESSARY FASTENINGS, RUBBER CLOSSRE STRIPE AND MASTIC. COLOR AS SELEC u3 OWNER. B. INTERIOR 1. FLOOR COVERINGS: :OUR & STAIR LANDING: ASPHALT TILE CLASS ":" - RUBBER BASE OTHER ROOMS & HALLS: ASPHALT TILE CLASS "C" - RUBBER BAS& TOIL= ROOMS, ASPHALT TILE CLASS "C" - RUBBER EASE 2. WALLS: DRY WALL CONSTRUCTION, PLASTER BOARD WITH TAPED & FINISHED JOINT METAL EDGES AROUND OPENINGS AND AT EXTERNAL CORNERS. 3. CEILINGS: FOYER & MEZZANINE CEILIN3, SUSPENDED ACOUSTIC TILE, NON- COMBUSTIBLE PERFORATED TYPE.MAIN FLOOR CEILINGS UNDER MEZZANINE FLOOR, ACOUSTIC TILE, NON - COMBUSTIBLE PERFORATED TYPE APPLIED TO 1 x 3 STRIPP- ING AT 12" CENTERS NAILED TO WOOD JOISTS. EXCEPT TOILET ROOMS & AREA UNDER MEZZANINE STORAGE, 5/8" PLASTER BOARD WITH TAPED AND FINISHED JOINTS. 4. ENTR;JiCE STAIRS: LUMBER TREADS, REDWOOD KILN DRIED, CLEAR, ALL HEART, FINISH GRADE, NET 2" THICK. HANDRAIL & BALUSTERS, STEEL TUBE WITH STOCK HANDRAIL BRACKETS & FLOOR FLANGES. 5. FOLDING PARTITIONS: BI- PARTING, YABRIC, MODERN': FOLD OR EQUAL. 6. MILLWCREt MAHOGANY VENEER, HOLLOW CORE DOORS, MAHOGANT'VENEER CABINETS & CASES. MAHOGANY SCREENS '& OTHER EXPOSED FINISH TRIM. COUNTER TOES, FORMICA OR DsUAL. MILL TO FURNISH SHOP DRAWINGS & OBTAIN APPROVAL PRIOR TO FABRICATION. lExEl1e o_ SAs / :_; GENERAL NOTES CELIA. BAG CO. MANUFACTURDUID & OFFICE BLDG* TUKWILA :UDUSTRIAL CENTER - iUXtdILA, WASH/MOTOR for JACK a1. B d(ARO! COMpANT EASTTLE, .IiiBEimi SITTS & HILL PROFESSIONAL ENGINEERS. CIViI & STRUCTURAi 1901 SOUTH 40th TACOMA ?. WASH:NGtON DRAWN'" CHECKED. AITZEO: SCAIE: thEIE MAE 20 196 942 -63 . 0 OP .:a ua✓ vicinity map site plan cello bag jack benaroya company sitts & hill mosaic panel ceramic tile mosaic details frame elevations and sections foundation plan foundation details sections mezzanine framing plan roof plan roof framing sections details office floor plan office details miscellaneous section site plan