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HomeMy WebLinkAboutPermit 5124 - Seattle Rendering - AdditionCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done Addition Site Address 5795 S. 130th P1. Building Use Manufacturing Property Owner Ron Johnson Address 4 22 S.W. 107th Contractor Cascade Const. Address 2025 Cascade P1. W. PERMIT # 5— 1 2 Control # 87 -099 Suite # Tenant Seattle Rendering Assessors Account # 000140 - 0005 -0 Phone # 937 -4074 Seattle, WA Zip 98146 Phone # 564 -0203 Zip 98466 Tacoma, WA FOR BUILDING PERMIT ONLY Approved for issuance b S q • Warehouse Retail Other Occ. Load 1st F1. 504 B -2 2 2nd Fl. 3rd F1. Total Fire Protection: Zoning Sprinklers EI Detectors M -1 Type of Construction Special Conditions sq. ft. sq. ft. sq. ft. sq. ft. Total Valuation Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL 1st F1. 2nd F1. other other of Construction Receipt #6332 Receipt # Receipt # Receipt # Receipt # Receipt # 7,000 $ 90.00 $ 1.5 $ 150.5 FOR SIGN PERMIT ONLY [� Permanent 0 Temporary Single Face [] Double Face [] Wall Mounted Building face Setbacks: Front Side Square Footage of each sign face Special Conditions El Free Standing Side 0 Other Rear Total square footage of sign THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD 0 + ►• S AT ANY TIME AFTER WORK I5 COMMENCED. READ AND EXAMINE THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES WILL Cu PL ITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A ERMIT ES NOT PRESUME TO GIVE AUTHORITY TO ANY ' HER STATE OR LOCAL LAW REGULATING CONSTRpe ION THE PERFORMANCE OF CONSTRUCTION. Date /'4 I HEREBY CERTIF GOVERNING T VIOLATE Sig I hereby affirm that 1 am licensed under Contractor (signature) ( ) 1, as owner of the prop offered for sale. ( ) I, as owner Owner (signa e) LICENSED CONTRACTORS DECLARATION provisions of the Business and Professions Code, and my license is in full force and Date , or my e effect. OWNER - BUILDER. DECLARATION loyees, with wages as their sole compensation, will do the work, and the structure h O'Coperty ing with licensed contractor's to construc Date %- is not intended or ■ CITY .OF TUKWILA Building Division 6200 SoUthcenter Boulevard Tukwila, Washington 98188 (206).433 -1845 Work to be done 4' Site Address 5795 S. 130th Building Use Manufacturing Property Owner Ron Johnson Address' 4222 S.W. 107th Contractor Cascade Const. Address 2025 Cascade Pl. W. •r 4 BUILDING PERMIT Addition P1. PERMIT # <5 41L Control # 87-099 Suite # Assessors FOR BUILDING PERMIT ONLY Approved for Tenant Seattle Rendering Account # 000140 - 0005 -0 Phone # :J3/ -40/4 Seattle, WA Zip 9810 Phone # bb4 -0203 Tacoma, WA Zip 98466 issuance by: 1�'�r't ,�-� e 1y-����_�.v Sq. Ft. Office Warehouse Retail Other Occ. Load 1st F1. in4 R -2 ? 2nd Fl.. 3rd F1. Total Fire Protection: fil Sprinklers ['Detectors Zoning M -1 ."'Type' of- Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ Total Valuation of Construction 1st F1. $ 2nd F1. $ other $ other $ $ 7,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # 6332 $ 90.0C Receipt # $ 59.,0G Receipt # $ Receipt # $ 1.5C Receipt # $ Receipt # $ .... ._. 150.50 FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary [I Single Face ❑ Double Face [] Wall. Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side • Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERMIT BECUMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PER100 91F 1B0`DAyS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY -)HAT I HAVE READ AND EXAMINED -THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS ..TYPE OF WORK WILL BE- COMPLJED111TH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A.PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE .OR'` CA EL - -THE .,PROVIIONS ..OF ANY .,OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION ,OR' THE PERFORMANCE OF CONSTRUCTION. Signed t .. ' _� y ,- . `�-e_ Date. LICENSED CONTRACTORS DECLARATION I hereby affirm that I'am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER- BUILDER.DECLARATION . ( ) I, as owner of the prop,pr.ty; "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••thee.pi:operty,.,.dm: exclusively contracting with licensed contractor's to construct the project. �... Date Owner (signs ure) ... 1 2—.. , r'. �..K, - -- CITY OF TUKWILA Building Division. '6200 Southcenter Boulevard TukWila, Washington 98188 ('E06) 433 -1849 INSPECTION RECORD PERMIT # c2 7 Date Type of Inspection c S S 1 Date Wanted .?-5' Site Address 5 7. 2 5 5 i 3 d I< 2L Project Requestor aid Welhunurx.t Phone # Special Instructions .29'J -73SI ((r Inspection Results /Commen`ts___ Date ,02----C! _ JOB ADDRESS WORK TO BE DONE Addition OWNER CITY OF TUKWILA BUILDING PERMIT INSPECTION RECORD POST AT OR NEAR FRONT OF BUILDING PROTECT FROM WEATHER City of Tukwila Building Division 433 -1849 5795 S. 130th P1. TENANT: SEATT B.P. Control # 87 -099 Date Issued CONTRACTOR DATE ISSUED SPECIAL CONDITIONS Inspector must sign all spaces (N/1 pertaining to this job. TYPE DATE INSP. NOTES Grading (Bldg. 433 -1845) Setback (Bldg. 433 -1845) Rebar /Footing /Found. (Bldg. 433 -1845) Slab (Bldg. 433 -1845) Grout (Bldg. 433 -1845) Frame (Bldg. 433 -1845) Electrical (Wn. State 872 -6363) Plumbing (King Co. 587 -2732) Roofing (Bldg. 433 -1845) Insulation (Bld.. 433 -1845) Mechanical (Bldg. 433 -1845) Wall Board (Bldg. 433 -1845) Utilities Water /Sewer /Drainage (Shops 433 -1860) Parking (Ping. 433 - 1845) , Landscape (Ping. 433 -1845) Street Use Permits (PWD 433 -1850) Fire (Fire 433 -1859) FINAL (Bldg. 433 -1845) /!'e _ PRIOR TO FINAL ALL ITEMS PERTAINING TO THIS JOB MU,6T /BE SIGNED -OFF BY THE INSPECTORS December 31, 1987 CHALKER C. PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH IAWCETT, SUITE 301 TACOMA, WA 98402 1206)383.2797 INCORPORATED 1969 To: Seattle Rendering 5795 S. 130th Place P.O. Box 58368 Tukwila, WA 98188 Attention: Mr. Bill Hammond Subject: Inspection of 12'x42' Building Addition (1987) Dear Mr. Hammond, This is to advise that I have inspected the above 12'x42' addition on 12-20-87. See attached drawings (4- 5 -87); SH 1,2, &3; (J- 7213). My inspection confirms that this structure was constructed in accordance with the above drawings. Stairway access and railings were not part of the drawings and should be constructed per "code" requirements in order to provide safety for users or workman. Please contact me should further questions occur. Yours very truly, CHALKER PUTNAM COLLINS & SCOTT Ron M. Kroll, P.E. Project Engineer RMK:ncs J -7675 Attachments GENERAL NOTES Standards All methods, materials and workmanship shall conform to the 1985 Uniform Building Code (UBC). DESIGN CRITERIA Roof Vertical Loads: Dead Load Actual Live Load 25 PSF Lateral Forces Wind: P= CeCqQsI, Design Wind Speed = 80 MPH CONCRETE Concrete: Shall be made with Portland Cement ASTM C -150 Type I and shall be ready -mixed per ASTM C -94. f'c =2500 PSI, maximum slump 5". Metal Reinforcement: All reinforcing shall conform to ASTM A -615, Grade 40. Detail, fabricate and place per ACI 315 and ACI 318. Splices shall be 24 bar diameters or 18" minimum. STRUCTURAL STEEL Detailing, Fabrication and Erection: Conform to the AISC "Manual of Steel Construction ", 8th Edition. Steel Shapes and Plates: ASTM A -36 (fy =36 ksi). Steel Structural Tubing: ASTM A -500 (fy =46 ksi). Machine Bolts (M.B.) and Anchor Bolts (A.B.): ASTM A -307. Drilled -In Anchors: "Parabolt" by USM, Inc., Molly Fastener Division, or approved equal. Embed bolt into concrete or masonry 7 diameter minimum, except as shown. Finish: Shop paint after fabrication with an approved primer (see Specifications). Galvanize after fabrication all miscel- laneous steel exposed to weather or view. Metal Roof Deck: The roof deck shall be placed on the supporting framework with a minimum end lap of two inches. Provide "superspan" metal roof deck by ASC Pacific Inc. Light -Gauge Metal Framing: Framing members shall be of the type, size and gauge as shown on the Plans and shall be manufactured by ASC Pacific Inc. All 18 gauge and lighter galvanized structural members shall be formed from steel that meets the requirements of ASTM A- 446 -72, Grade A, minimum 50 ksi yield. All runs shall be rigidly anchored to end walls. '., At I • GENERAL NOTES Standards All methods, materials and workmanship shall conform to the 1985 Uniform Building Code (UBC). DESIGN CRITERIA Vertical Loads: Dead Load Live Load Roof Actual 25 PSF Lateral Forces Wind: P= CeCqQsI, Design Wind Speed = 80 MPH CONCRETE Concrete: Shall be made with Portland Cement ASTM C -150 Type I and shall be ready -mixed per ASTM C -94. f'c =2500 PSI, maximum slump 5". Metal Reinforcement: All reinforcing shall conform to ASTM A -615, Grade 40. Detail, fabricate and place per ACI 315 and ACI 318. Splices shall be 24 bar diameters or 18" minimum. STRUCTURAL STEEL Detailing, Fabrication and Erection: Conform to the AISC "Manual of Steel Construction ", 8th Edition. Steel Shapes and Plates: ASTM A -36 (fy =36 ksi). Steel Structural Tubing: ASTM A -500 (fy =46 ksi). Machine Bolts (M.B.) and Anchor Bolts (A.B.): ASTM A -307. Drilled -In Anchors: "Parabolt" by USM, Inc., Molly Fastener Division, or approved equal. Embed bolt into concrete or masonry 7 diameter minimum, except as shown. Finish: Shop paint after fabrication with an approved primer (see Specifications). Galvanize after fabrication all miscel- laneous steel exposed to weather or view. Metal Roof Deck: The roof deck shall be placed on the supporting framework with a minimum end lap of two inches. Provide "superspan" metal roof deck by ASC Pacific Inc. Light -Gauge Metal Framing: Framing members shall be of the type, size and gauge as shown on the Plans and shall be manufactured by ASC Pacific Inc. All 18 gauge and lighter galvanized structural members shall be formed from steel that meets the requirements of ASTM A- 446 -72, Grade A, minimum 50 ksi yield. All runs shall be rigidly anchored to end walls. WELDING Structural Steel: Code" AWS D- 1.1 -85. Reinforcing Steel: Welding Code" AWS D the Engineer. In n diameters of a "col Certification: All welders. Electrodes: Use E6 S'PFC i f L PEE TSD`I4 ST Rci r u R for L ( PI C /i)l St T e LJELtLMG TLD .n .iE OF SPECi.A L z To `t-h tf L L i -B LT7G P f SF conform to the 1985 WELDING Structural Steel: Weld in accordance with "Structural Welding. Code" AWS D- 1.1 -85. Reinforcing Steel: Weld in accordance with "Reinforcing Steel Welding Code" AWS D- 1.4 -79. Weld only with specific approval of the Engineer. In no case will a weld be made within 6 bar diameters of a "cold bend ". Certification: All welding shall be by W.A.B.O. certified welders. Electrodes: Use E60 or E70 electrodes. t ASTM C -150 Type I =2500 PSI, maximum conform to ASTM e per ACI 315 and or 18" minimum. rm to the AISC "Manual SPL C ) i3 ) TES —T (& FC UIRED cJ i 5'TRc1CT uR74L (!oN(C 4 -rE . �)\/ L ELO G ID BE 5:1^11-.-A-L_ DisPicCrtL-Db Cali L OP 5 PECIIl L ziSP q 6R-tS TO 1 cOR (AMR D D' 1-0 ti L Z -6 L17G • 53 o >: • ,cwiL. .C' ... w©: "- •m:. }: ASTM A -307. ., Molly Fastener to concrete or masonry an approved primer rication all miscel- aced on the supporting hes. Provide Inc. shall be of the type, all be manufactured by galvanized structural is the requirements of d. All runs shall be CITY OF TUi bVilfl APPROVED MAY 6 1987, iii I'ritiA) LiDI Dtn!r Dl9fS!n►+l . A bile i4 ;.•7 '+•kl.r •, u7, $4t . i'i'i.^ 'i% CITY OF TUK111r•LA Central Permit System t 1nA Vti`.;'n��L.Fv :77 �L•r,';.Oi:`� {l(I:`ZSA7� ;"TJ t7,1FJzr :j t 1 l,Jntrol No. ' 09? Permit No. FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works O. Fire Dept. ❑ Police ❑ Parks/ Recreation % Project Name 1.{ Address Se7, 0 s- 130 P1 Type of Permit(s) ,:c_,� This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: () _ () No F C./� ~: v..,C P O () () () () () () () () () Authorized Signature Date This project is approved by this department: Authorized Signature Date CPS Form 3 •11 C City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Hubert H. Crawley, Fire Chief ,C 1 i Gary L. VanDusen, Mayor April 28, 1987 Fire Department Review Control No. 87 -099 Re: Seattle Rendering (Addition) - 5795 So.130th P1 Dear Sir: The . attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) (Throughout existing and the new addition). If the submitted plans are scaled correctly, it appears that the existing building structure (96' x 132') is 12,672 sq. ft. in size. Any addition to the existing structure would activate City Ordinance #1141, sub - section F(2). (See attachment). 3. Local UL Central Station Supervision is required per (UFC 10.309) 4. All electrical wiring is to be inspected by the State, Electrical Inspector, Washington State Department of Labor & Industries. 1 1 Public Notices CITY OF TUKWILA WASHINGTON ORDINANCE NO, 1141 AN ORDINANCE ES- TABLISHING MINIMUM REQUIREMENTS FOR F IRE PROTECTION SYSTEMS IN BUILD- INGS WITHIN THE CITY OF TUKWILA USED FOR ASSEMBLY, EDU- t CATIONAL, INDUST- RIAL, INSTITUTIONAL, MERCANTILE, STOR- AGE, OFFICE AND •MULTI- FAMILY •DWEL -. • LING PURPOSES; AND • REPEALING ORDI- .N,ANCE #730 IN ITS ENTIRETY. ' NOW, THEREFORE, . THE CITY COUNCIL OF THIE CITY OF TUKWILA, WASHINGTON, DO. OR- DAJN AS FOLLOWS: • Buildlnngs within the City of Tukwila used for assembly, educational, Industrial, In- stitutional, mercantile, stor- age, office 'and multi - family dwelling purposes shall be equipped with fire protection systems which meet the fol- lowing minimum re9uire- ments. A. Sprinkler Systems Re- ("bid Notices Hljuee -Cut. D. Where this Ordinance conflicts with the Uniform Building Code require- ments, the more stringent (greatest protection) shall apply. E. Any exceptions to Items covered by this Ordinance sh all be made by the Chief of ho Fire Department and the Officer in charge of the Fire Prevention Bureau. Such exceptions must . be in writing. F. Existing Buildings: . 1. Existing fully sprink -` Iered buildings when remod- • eled or added on to shall retain the feature of being sprinklered in the remodeled or added on portion. 2. If by adding on to an existing building, the result- Ing total structure falls within the coverage of (A) or (B) of this Ordinance, the entire structure shall be fully sprinklered. G. Repealer: •.1. Ordinance #730 is hereby repealed in its en- tirety. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a regular meeting thereof this 21st day of January, 1980. Frank Todd Mayor ATTEST: Norma Booher Deputy City Clerk Published In the Daily Re- cord Chronicle January 25, 1980. T1510 qulred: • A fully automatic sprinkler system designed, Installed ' and tested, per •NFPA #13 • (Current Edition) shall be installed In all new buildings In excess of 10,000 square feet total floor area. . B. A fully automatic sprinkler system per (A):. above may be required by the Chief of the Fire Depart- ment and the Officer In charge of the Fire Preven- tion Bureau for new build- • Ings under 10,000 square ' feet total floor area when, In their Judgment, any of the following conditions exist: Hazardous operations, hazardous contents, critical • • exposure problems, limited accessibility to the building, or other items which may contribute to definite fire 'hazards. C. Hose Stations Re- quired: Hose stations (stand- pipes) shall be required In all now buildings. . 1. Hose shall be U.L. approved 11/2" diameter lined fire hose, 75 feet in length with an adjustable (fog -type) plastic shut off • type nozzle. • 2. Design, Installation and testing of hose stations shall comply with NFPA" #14 • (CLIrrent Edition) with any exceptions stated herein. 3. Hose stations shall be • "wet." That is, • water pre- ssure shall be present at the Individual station yalyes at all times, • 4. Ali hose fittings shall be ' National Standard Thread, • Public Notice" Public Notice WASHINGTON, DO op- ' GAIN AS FOLLOWS: , 'Section 1, Ordinance No. 1141, passed by the' City Council on January 21, 1980, la hereby amended as follows: Buildings within the City of Tukwila for assembly, edu- cational, industrial, Institu- tional, mercantile, storage, office and mufti - family dwel- ling purposes shall be equipped with fire protection systems which meet the fol- lowing minimum require- ments: A. Sprinkler Systems Re- quired: A fully automatic sprinkler system designed, Installed and tested per NFPA 0113 (Current Edftlon) and as ap- . proved by the City of Tukwila Fire Prevention Bureau and Washington Surveying and Rating Bureau, or any other representative designated by the City, shell bi Installed ORDINANCE NO. 1199 AN ORDINANCE OF THE CiTY OF TUKWILA, WASHINGTON, ESTAB- LISHING CERTAIN MINIMUM STANDARDS FOR APPROVAL. OF , SPRINKLERS IN BUILD- • INGS WITHIN THE CITY OF TUKWILA AND AMENDING ' ORDINANCE NO, 1141. NOW, THEREFORE, THE CITY COUNCIL OF THE CiTY OF TUKWILA, • In all new buildings in excess of 10,000 square feet total floor area. , No 'construction of such building shall be commenc- ed' until approval for said sprinkler system has been obtained. Section 2. Except as he- rein amended, all other por- tions of Ordinance No, 1141 shall remain In full force and effect. PASSED BY THE CITY ' COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a regular meeting thereof this 5th day of January, 1981. Frank Dodd Mayor Anderson • , Maxine rson • ' City Clerk , Approved as to Form:. Lawrence E. Hard pity Attorney ' Published In the Daily Re-' ` cord Chronicle January •8, 1981, T1830 CITY OF TUKWILA Building Division + DUIL iv�a rt=rivuu 1 # rrLI'.,,ti:, J11 , �} Control # / () 433 -1845 • Site Address 796— .SS_ / 61.1-11 t Suite# Floor# Project Name /Tenant ; 7•f e 40",,#0.:45,x) ,/ ✓6: ti.. Valuation of Construction ;r,E1c=�r•.':,.,,..- Assessors Account# �: Property Owner //4.1,0 „,C;;;12/11-0,1 Phone 9 ,57 - l,/G7 24/ Address // ;W 66) 19'7. 1 „5":47.71,e iv( Zip /4'4; r r Applicant ric. ;: /a',er thrief,, /i” Phone ,resv-.fi.. t.77 Address A1,04.1- /,,,,C411561 fr'ie AY,:' /(:. e',g+"' ?01 e-V Zip 94/&r Architect /Engineer J / bY , ;),, -0 p/{ •E _g�, i • .,,r/ Phone 9 7 Address 9.4170 . �..4.k 7/- gr..0/ "" j'P.f r/ci.0 / !,,,,r', Zip 'B' '/ :'t Contractor �' '.r) ^"r': ' f ` ACS' <' e d cense# &Arm 6 A ye 441 .) Phone 5 64/ - 222.2' Address 4 f / ;r'. `` s?"a / al e ele -ii✓e /, 4"."/,..4 Zip 9r4/66. Class of Work: ❑ New RI Addition ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done ,/.. /:PX ''` „4,..-1/1/ 74-14:. 4. e.iie c:74 - J .41&fr.f"1 ,/ ), %/J r'/" t "e i,,, ;V ' Type of oust/,:,- Occ. Group (UBC) Square footage o entire building nr. aLta ' �/ 63q re ootage of tenant space 504 oin Building Use ,, ',, 4eitr'7 _ /41,,,P /!,r . •-lte ,e•,,,et Will there be a change of use? ❑ Yes M-•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? ❑ Yes pe=1 No If yes, explain 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. Appl i cant /Authori zed Agent (signature) 1 .1 /.lame, 4r''�;: :;.',t+','. kt,r Date i9`;�'`� -°`.e" , (pr i nt me) 1. � '`'�* y �n Contact Person (please print) el , ,r,<;f,4.1,44,'Ara /1 0 QA Phone J641" OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 90,6o Receipt# 6331_ Date Paid —9-a-7 ,." Plan Check Fee (000/345.830) 59 00 Receipt# Date Paid Bldg Code Sur Charge (000/386.904) 1.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# \/ Date Paid V *New construction only TOTAL /5-0. s v (OWES: $ ) ,SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entirq Building: FLOOR USE /Occ Type SQ.FT. ()CC LOAD USE /Occ Type SQ.FT. Occ LOAD \ USE /Occ TVDE SQ.FT,,1nAn OCC TOTAL SQ.FT. TOTAL OCC. r . TOTAL ! TRACKING 1. e, 1 is 11 1 IMM j BLDG , `.)/4'/(�/ Approved for Issuance ype o oust. To Mahan: ���111���sss Date Approved: FIRE 1� �,���� 7 ; Approved (Initials) �� Per letter dated z e Zq(r Fire Protection: Sprinklers 0 Detectors �5 - /Z�j PLNG v� ' ��1 0 , pp oved (Initials) Approved ,Q, ■BAR ❑LAND USE SEFAltONTLT ONS Zoning Set cks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated CHALKERf PUTNAM COLLINS & SCOTT CONSULTING STRUCTURAL ENGINEERS 950 SOUTH IAWCET T; SUITE 301 TACOMA, WA 98402 (2061 383-2797 INCORPORATED 1969 December 31, 1987 To: Seattle Rendering 5795 S. 130th Place P.O. Box 58368 Tukwila, WA 98188 Attention: Mr. Bill Hammond Subject: Inspection of 12'x42' Dear Mr. Hammond, RECEIVED CITY OF ' w :',;VILA .Bl1f13111%) !3M%r.' Building Addition (1987) This is to advise that I have inspected the above 12'x42' addition on 12- 20 -87. See attached drawings (4- 5 -87); SH 1,2, &3; (J- 7213). My inspection confirms that this structure was constructed in accordance with the above drawings. Stairway access and railings were not part of the drawings and should be constructed per "code" requirements in order to provide safety for users or workman. Please contact me Yours very truly, CHALKER PUTNAM COLLINS & SCOTT should further questions occur. Ron M. Kroll, P.E. Project Engineer RMK:ncs J -7675 Attachments Ha)nmdL.Uralk r,P1, I).mirll) Puloam,P3. lanue01. ('nllmti. PI. I )nnalrl H. Sr 011. P I . I. I. "Skip " Hush. PI. Hon 61,K roll. P1. Gam t.8rrknrr, P1 ,n id 11. Inlunon, PI. AgSB Labor and Industries Electrical Section DO NOT INSPECTION REPORT REMOVE PREMISES OWN �r '. h CV: 5 P fr ii i1 PERMIT NUMBER 96/ y;.3 ELECTRICAL CONTRACTOR i i4 eerk APPROVED FOR COV (Date) (Initial) / / PREMISE Dfl 42 9 5 ry 6 // ,/ t/1 (/C, t/y APPROVED FOR ,/ ICE , (pate) �llal) \dP /E7CTTI CITY S'eec APPROVED —FINAL INS (Dale) (Initial) / / AREAS NOT INSPECTED OR APPROVED: ❑ Unfinished Basement ❑ Garage / Pump House ❑ Unfinished Upstairs ❑ ELECTRICAL INSPECTOR / i ' f rip 8797E NOTES F5W005• 10 Inspection Report 7.00 •1020• Labor and Industries Electrical Section DO NOT INSPECTION REPORT REMOVE PREMISES OWNER TO t -Ce4. to eit‘ ,nc�" ELECTRICAL CONTR R r le,e.)-1 / Al 'v er s - /� PREMISES ADDRSS9 r ! 3c4/' A CITY C./ PEenT NUMBER 70 / ,� d6- APPROVED FOR CO R (Date) (Initial) / APPROVED FOR SERVICE (Date) al) / d / c�/ APPROVED -FINAL INSPECT QF Date) (Initial) / / AREAS NOT INSPECTED OR APPROVED: NOTES Unfinished Basement Unfinished Upstairs / Pump House ELECTRICAL INSPECTOR F500.005 18'7719 Ri Ct:NED CRT'( OF TUKWILA JI\N 2V 1J GENERAL NOTES Standards All methods, materials and workmanship shall conform to the 1985 Uniform Building Code (UBC). DESIGN CRITERIA Vertical Loads: Dead Load Live Load Roof Actual 25 PSF Lateral Forces Wind: P= CeCqQsI, Design Wind Speed = 80 MPH CONCRETE Concrete: Shall be made with Portland Cement ASTM C -150 Type I and shall be ready -mixed per ASTM C -94. f'c =2500 PSI, maximum slump 5". Metal Reinforcement: All reinforcing shall conform to ASTM A -615, Grade 40. Detail, fabricate and place per ACI 315 and ACI 318. Splices shall be 24 bar diameters or 18" minimum. STRUCTURAL STEEL Detailing, Fabrication and Erection: Conform to the AISC "Manual of Steel Construction ", 8th Edition. Steel Shapes and Plates: ASTM A -36 (fy =36 ksi). Steel Structural Tubing: ASTM A -500 (fy =46 ksi). Machine Bolts (M.B.) and Anchor Bolts (A.B.): ASTM A -307. Drilled -In Anchors: "Parabolt" by USM, Inc., Molly Fastener Division, or approved equal. Embed bolt into concrete or masonry 7 diameter minimum, except as shown. Finish: Shop paint after fabrication with an approved primer (see Specifications). Galvanize after fabrication all miscel- laneous steel exposed to weather or view. Metal Roof Deck: The roof deck shall be placed on the supporting framework with a minimum end lap of two inches. Provide "superspan" metal roof deck by ASC Pacific Inc. Light -Gauge Metal Framing: Framing members shall be of the type, size and gauge as shown on the Plans and shall be manufactured by ASC Pacific Inc. All 18 gauge and lighter galvanized structural members shall be formed from steel that meets the requirements of ASTM A- 446 -72, Grade A, minimum 50 ksi yield. All runs shall be rigidly anchored to end walls. WELDING Structural Steel: Wel Code" AWS D- 1.1 -85. Reinforcing Steel: We Welding Code" AWS D -1. the Engineer. In no c diameters of a "cold b Certification: All we welders. Electrodes: Use E60 1 conform to the 1985 al SF. ant ASTM. C-150. Type I c =2500 PSI, maximum conform to ASTM ce per, ACI 315 and or 18" minimum. Irm to the AISC "Manual ksi). i ksi). ): ASTM A -307. :.,Molly Fastener to concrete or masonry an approved primer. >rication all miscel- Laced on the supporting :hes . Provide Inc. 3 shall be of the type, -Ia11 be manufactured by galvanized structural sts the requirements of Ld. All runs shall be WELDING Structural Steel: Weld in accordance with "Structural. Welding Code" AWS D- 1.1 -85. Reinforcing Steel: Weld in accordance with "Reinforcing Steel Welding Code" AWS D- 1.4 -79. Weld only with specific approval of the Engineer. In no case will a weld be made within 6 bar diameters of a "cold bend ". Certification: All welding shall be by W.A.B.O. certified: welders. Electrodes: Use E60 or E70 electrodes. crtY OF TUK: ,ILA N �1 _P,z2L /N T/4 /L `S Vie" /1/4)41. //i f t O NOT CvT C, PL' L/,Y5 Fag. pir, soN r : r/c z - -5-0C T /O' J1, /y., / /q QfiN T c PL /97Z / /y" /41a2L /N / _- .=-TS-6XG - X-3//G Ycot. ii 1, NCw 6 X CO/ $1t wzv.z /hvG�rJS .;f77cf /L d $ fa- axL,e.,//V qg "o,c. /b/,z /AI_ /N TO f? X/ S 7,, 0E 7T,4 / CO NG , NON - SN,Q /N& / 756X6 //2 c ',C ,°vA4.4/no 3X3x' 3/16 g X � /2 X /y voiras /A.x - 6" , 1, iX /s7; 8 Cork', -// .,X /2 2 - .: W/ y- 3NN -0X 6 fX, 447-$ NO 7-.E ,' ,A / 741- - .__'./GNTN/r OA DOW Coe 0775W N07O, /COO/' "04L//`/5 6 AR�A, W/9 v/2 /t"$ g /'/ , = —5C ;ells /G /c /NGi Z -S�f7 fl/95 74N W.94L frf 7?L PE.eL Mks p A " /2 "O.C. �'l,Ix• I . :DO NG'T C vT C' /CvQL//YS FOAI. p/% 31-1- 0004.4./N Q,2MT 4 /, ".i— /> /c,L - -S,OC T/ O' / '/y =f, r S 1 ..ii AvALLov am /� X '2.X /y l304. r -7 o _ G'lvl�t;iSYiU r 6" 1#9 p.E.7 -A /L. '' Th-- a- ,0.57; 8 Co /rC, " '/.2 ,r,-z .. w/ y- 3// :¢X 6 Aerr ,c90�7 5 S r•C ,dooxZL /N ?5 6X6 K 3/4 4/X 3X I // -:iOV;d. 4/N L 3x 3x %y .. . ✓'' 31/6" 134 1 3 X3x %y _ _.. 4a" 7"4 /L. , If Pena L /N f� . QS,Ii �L/?T� �FE i , 6x9 ._:-77,11:42:t tto r 4 , /rr e rfix‘ 3//6 • PLECErVED. CITY OF VAWILA "a Po4 J !,, 27 1963 GUILtfNCI bEP !, 1 jaOM,Q,s 2 ka /204 n W n NO 7'E ,' • /-1 741- ,QODi /A" , W47,4 T/4NT/`/it'SS SLDAhr d. 30777:4 oirZ -. Do VI/A, 5A0 0TS /MAONa /e /t./TY No 7€ , ,roof* /004 /NS e / ,4 , WALL I)0124/NS 8 "/964, / - i : . f ; ) L , p < 2 6 -., y 6A , "5 0.0442 544/u . - .. 4 5C ,4l1G /G /C /NC- Z - S,oflny /4ST,�M W,U4- ,pOOIc ,A.f 0•77, 4 REA A•Ix 'A CoMM,ND4T /DNS i, G /2"O.0 , A1). T/9 /1- J-7 (213 5H a/3 'I to PU��c.�N /A GA - �'_..ePUALi/" /2G4, at/ 64, fist ,00 1 �'/G,4 , i `C 0 0 ...I V t Ts dn� r3 6" /. 2, -a,. =.. 0 O/c" PL_ A A 3//(0 " = / % . O _ ifr7A7 L. S "E Pv.2G/n& /a 8 /G M 6X6 X3/16 tfr ft -7'S x6 �X.r•/ /6.. T5 6-A1C (3/ /E 7 8'E,OV4.4 //v /Y Gm, 'r Rao 6/1i1C 3 � / 6 „— / _.o ". T /A X y •• Li LZ . A00;---:-..:'.-- SE•77-4.4.4.. AS/siall4,/A4I e Tv/GINiLLiq / WA•• . CAD Cc) .7-4. Pv,tZL /N /2 G4 Do i x' 7-.5 6X6X3//6 �qGA, ,5C im c/ F/G 50,0,4 sPf' /) //a y2'- o„ F P,LA //6"=//-0 ;7779 /L. _TS 6'x6 �X :1/4 TS 6-4'4X3//44 L4/X'X //y 3 /y' ,C£�'O.c A45,0 l.. 7 7n ,A7X /57, CCV. 1 X i. T //yG PU,2 t /,y e 7.4/4. IP PCEN U) CITY JA�127 iaE18 • TS cx 6 X31/4" SE47 rL e TC)K w/LL /1 / wt9 c$ 'i /U/Q/N (%5490 8-E paga-/it.) 57,0E -;E;L '.V, 77 'Y 3 / /6 =i -.61." 5N /3 c � ' ; tele along east edge of asp, outlet not fnd. �,L`y {t7 SS -Nat Gas warn s flag pole 15 2 ;aN ..._,nom --•- -- r — r '- 1 iDica d1>h ,outlet not found le 142 Truck Scale 4Iss 4 CB Top =15, L Office FF= 17.0' 1610 SF E_- .3 } 10- Fuel Tank Power Trans. 6 `163 - ' Nat. Ga 1 11(1 1S 1; 7� =15. D, r LE. =14.3 • asp. pavement ' asp pavement t 191= • 17- $iio gong hods 1✓o ?o : =93 =i s 1 CB Top :A. S LE =15.8' `/ 6600 SF FF= trench drain -- - - -,Ik ■61= ',5 1st septic tank/ drain f,eid in this area Lot FF= 1 9.4' 16-- B\SF / roiling septic. : Silt !90 tank CB Top= 16.8 , Tap =16.3' LE. =148" �� cone. �r7 dirt 1 Drain , ToQ =lG.Z�y 1.t' =,55 Silo Silo Pad - -"-r25 Loading Dock 4,z512 GIP EE"i72F. conc. p 1 ? - °' t<,9 asp. pavement I (V ,rlbS 2 drain lire not fnd t? 4 25-0. d CB > tF 2 I conc_ ljrarn �I�.IIi�II'1�111IfIlilll�i No.18 6` .a,..�.,. 6 111111111 111/1111 I g 111111111 11111111I111111111I111111I11 6 111111111 s 111111111 111111111 9 111111111 5 111111111 f7 11111111 111111111 Z W) 11111111 T 111111111 Bid. It/9 FF= 19.3' 7880 SF tank f 9i VICINITY MAP 1 VERTICAL DATUM: . . VERTICAL DATUM: CITY OF,TUKWILA AND (NGVD). BENCH MARK: U.S. ARMY CORP OF ENGINEERS, GD 1 0.2 5A = CHISELED SQUARE IN S.E. CORNER OF WEST ANCHOR BASLI-AT NORTH END OF WOOD SUSPENSION BRIDGE ACROSS GREEN RIVER AT FOSTER GOLF COURSE. 2 3.41'. 111111111111'111! 1111111 9 • 111111111111111 ' 2 ' 1 11'1 PROJECT NO. 86-77 DRAWN BY DOS ISSUE DATE 1-26-87 LATEST REV. 41 No18 42). • • 1111111111111111 I g 11111111 T., I T 0 H1111111 T111111111 111111111 lin IP 8 L111111111111111111 '7 1111 111111111111111 c 111111111 11.113 111111111 T %'�¢ /14' ,r f 1 1D'NDT CvT..: C PURL. /N5 FDA ,. /7; 73 6X6X 3/4 L //x 3X 1/4/ rr• //2 6 i Afik I.' /0U.c21.• /r/ 3 / /y" Tt.' /c I y ?WT /!.'',f /G,: /- ('- / / /a'3»N,e, S S'4C77 0/V. rr 2�. /y //:2E14' L do/ CITY OF TTUKWILA APPRnvED MAY 6 1987 ,n, • • •, ofV#1FrelN % �a ur • / , °� f c/JL� — o S 1-f-c oe.)At L/N Efz 9 5 Pv,e 4 /,v n -6Xc -X 3 //4 ycc Z. 80.v r Ti c2 •-• /;< Om_ 4 �pb• —f NijwGx6 cv,2(3 c07Y77/ An C, = /1 /L (f ' /g X /2 x /y r _ r, yoowr�5 ro "/517; �DX)c. NON 51-/Q //'J.� 640U?.. , q� g /t b0 -C, ,Le/, FzK/ T, 8 /, .'/2 X j2 X/Z %/V y- 3/y 0X 6 ArX, ,6'0z understand that the Plan Check approvals sre ubject to errors and orn.ssions and approval of clans does not authorize the violation of any adopted code er • .ance :Receipt of c.. `/W' r'�) y copy of a•- :wed plum- oc'•owle- •d. / .r •$ h0.0 r/ Permit No..�..s t'!x779 --,QDDF /.X; , tewl7`,2 WA, sA/ t> IC) /00/v6/ /L /rY No 74E, ,04L N e ` 2 4 IA/.L1 L L ,DU.12 L /N5 _,8 /1/619 _/ 5c-• IIG /G._ /C ONC 2-5/0/1/Y Vv,1'.45 - - -.266 C4 , f45 T.rN !yAz.L.° ,p p0/c : P M ' ?'CO /`1t-1, -N ?4 T /Orals- c /z "oeC, /4)X i /9 /L �liiil i� liiiliiiliiiliii li iiliiiiliii lii iiiiiIri1 61111 iii IiTti 9i _i�ILillllli'i 6 No.18 e•—•.•••47.,77.7., , . - rrj�1 ►�� jiih1i • GENERAL NOTES Standards All methods, materials and workmanship shall conform to the 1985 Uniform Building Code '(UBC) . DESIGN CRITERIA Vertical Loads: Dead Load Live Load Roof Actual 25 PSF Lateral Forces Wind: P =CeCqQsI, Design Wind Speed = 80 MPH CONCRETE Concrete: Shull- be:made with Portland Cement ASTM C- i50:Type I and shall be ready -mixed per ASTM C -94. f'c =2500 PSI, maximum slump'5 ". Metal Reinforcement: All reinforcingshall conform to ASTM A -615, Grade 40. Detail, fabricate and place per ACI 315 and ACI 318. Splices shall be 24 bar diameters or 18" minimum. `STRUCTURAL STEEL Detailing, and Erection: Conform to the AISC "Manual of Steel Construction ", 8th Edition. Steel Shapes and Plates: ASTM A -36 (fy =36 ksi). Steel Structural Tubing: ASTM A -500 (fy =46 ksi). 1 Machine Bolts (M.B.) and Anchor Bolts (A.B.): ASTM A -307. Drilled -In Anchors. Parabolt ";.by:USM, Inc., Molly Fastener •Division, or approved equal. Embed bolt into concrete or masonry 7 diameter minimum, except as shown. Finish: Shop paint after'fabrication with'ar.'approved'primer (seee,Specifications). Galvanize after fabrication all miscel- laneous steel exposed to weather or view. Metal Roo fDe .ck::,The roof deck shall be placed on the supporting framework with a minimum' end lap of two inches. Provide "superspan" metal roof`deck by ASC Pacific'Inc. Light -Gauge Metal Framing: Framing members`. shall be of the type, size .and" gauge as shown on ,the Plans` -and,; shall be manufactured' by ASC Pacific;Inc. All,18''gauge`and ' lighter.;_galvanized structural members shall'be formed from steel'that meets the •requirements' of ASTWA- 446 -72,' Grade A, `minimum' 50 ksi' °yield. . All runs shall be rigidly anchored to end walls. 1 WELDING Structural Steel: Weld in accordance with "Structural Welding Code" AWS D- 1.1 -85. Reinforcing Steel: Weld in accordance with "Reinforcing. Steel Welding Code" AWS D- 1.4 -79. Weld only with specific approval of the Engineer. In no case will a weld be made within 6 bar diameters of a "cold bend ". Certification: All welding shall be by W.A.B.O. certified welders. Electrodes: Use E60 or E70 electrodes. S P L Idgio eT s N Y YESTa SG 1_14-8 RE0, D 64 S1RU tLRPL e b CJg-rE C ! -S -r5 uyeLmia TO BE S12EO rJ'1L. 'YNs2Et-rE D. Co PLEG o F 59 e Iiq L . rKSP R E IoM -T5 7O $� FOgu P1 Di D tC) TO Iu? 6Li9 D T • 516* VII c IIIIuI111111111 i 1111g illi1iii 6 1I11I1111111H11i L (111 1111 11 9 11:111111 i'71i111111 IlllIllll 1111111:1 g Wei 1111111-11 111111111 CITY OF TO VILA APPROVED IAY;-6 1987 AS NOTED 1.71A DING 5 e. as co g- cn C ow"• . ID c O 2 3 t0. 0 w U) (11 V, .� �®^ ofw .'UQ)N e o, gaN W EN .". .m =N 0 E 0 C9 la 0 0 uO U CJ w - -ictoki-!/.!' 42 c4 • e /90,44 /,,./ /2 04 1 6X6X3//‘ pvc /iSC Pi9c/P'/G Do Gx6Y3//g % .7 ,q 0 oF PL A A' A 7,- . . '6"z 6-4 7/172.- I S C. 46.)..te.i..../ 7'4 /L ; 6" 7:5 -r" " 6X3//6 1/e ,0 .2-4/ fi/o/q, 1 - T'S 7f/L 4Z Ao0 1 co 1 • FAO t7 T Z. vA .77o /v_ - 37/"/ - „ 1 / .2. X ‘2, - 13466. 14 5E.47 Ai C7' rog, c: "0 co/y;,-7/4, CITY OF TURILA APPROVED MAY 6 1987 AS BUILDING DIVISION //X 1 t• • Q , c £—O 0.C. / AL 50 a:04 7 77:7 AF-X/ t /06,4c / /,/ 7.5 C".,)(41x'1,/r,, Zr IL 1 /1 /L- / /i6A, (v) 401; „epfCiii.J.,7 s ..- i) ,--- - , - ., --- \ ..- . \t, -... 0 F 11 85 %1 06: III 111111 1 [1111111111111 11 I 1111111 I I 1 1111111 1111111 -11.11111 11111 111111111111111 1 2 4 6 No.18 I 111' I 'I 1111 1111111111111111111 T 1111 ill! Li 0 111111111 111111111 nil 1111 6 •'111111111 L 111111111 9 11111M1 1111 1111 111111111 111111111 111111111 E E if VA 7 / C)"/ 3//6/1=---//-0 J-713