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Permit 5902 - Bumstead Manufacturing - Mezzanines and Office
! ! /CI'.�� /� cZ / BUILDING APPHOVED FOR , .3 ISSUANCE BY: / i / . v OFFICIAL DATE: �..� I.- ?7 - W ) I hereby cert ify that I have read and `mined this permit and know the same to be true and correct. All provisions of law and ordinances governing this ork 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. SIGNATURE: �_ ,a,,it: Z./ 6 DATE: . 3 a n I '7 ' P PRINT NAME: 5 t'evL g ll4►i.5 e u.CI COMPANY: 3 'h2i t-P(id M.r'd_ PROPERTY OWNER R. J. Hal l issey Co• , Inc. (Managr) e PHONE 455 -q ?9? ZIP 98005 -1511 Zl 98188 ADDRESS 12835 Bellevue - Redmond Road, RPllevue, WA CONTRACTOR Material Flow & Storage Systems PHONE 241 ADDRESS 401 Baker Boulevard, Seattle, WA WA. ST. CONTRACTOR'S LICENSE #I MATERFS174BU EXP DATE 7 -91 ARCHITECT Cascade Commercial Company PHONE 6R2 -1218 ADDRESS 3641 Second Avenue South. Seattle. WA ZIP 98134 TYPE OF CONSTRUCTION: V -N UBC EDITION (year) 88 SETBACKS: N _ - E -- W - FIRE PROTECTION: Q 0 (] N /A] UTILITY PERMITS REC)UIRED Yes l� N o (through Public works) ZONING: C _ M BAR /LAND USE CONDITIONS❑Yes No 202,00 4285 12 -15 -89 CONDITIONS (other than those noted on or attached to permit/plans): 4.50 4285 12 -15 -89 ENERGY SURCHARGE OTHER: DESCRIPTION AMOUNT RCPT N DATE BUILDING PERMIT FEE 311.00 4285 12 -15 -89 PLAN CHECK FEE 202,00 4285 12 -15 -89 BUILDING SURCHARGE 4.50 4285 12 -15 -89 ENERGY SURCHARGE OTHER: TOTAL - 517.50 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: PROJFC f IMF ORMA f ION PROJECT NAME/TENANT Bu stead TYPE OF ❑ New Building WORK: ® Rack Storage CERTIFICATE OF OCCUPANCY NO. 1091 DESCRIBE WORK TO BE DONE: Andover Pk E BUILDI,NU PLKM1T (POST WITH INS.. ;TION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHECK #89 -434 UI FEES ASSESSOR ACCOUNT N u•r. t le 262304- 06 -03 E4 Addition • Tenant Improvement (commercial) ❑ Demolition (building) U Grading/Fill ❑ Reroof ❑ Remodel (residential) ❑ Other Install two mezzanines and add 20 feet to end of existing office. CODF COMP) IArJCF USE -0 FLOOR 4 TOTAL SQUARE FEET / OCC. SQUARE OCC. SQUARE OCC. SQUARE LOAD FEET LOAD FEET LOAD FEET ■ OCC. SQUARE OCC, TOTAL TOTAL LOAD . FEET LOAD . SQUARE FEET OCC. LOAD 33,886.00 This permit shall become null and void if the work is not commenced within 180 days from the date o issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. A I U : PROPERTY OWNER R. J. Hallissey Co., Inc, (Manager) PHONE 455 PHONE 241 -n ?9? ZIP 98005 -1511 ZIP 98188 ADDRESS 12835 Bellevue-Redmond Road, Bellevue, 14A CONTRACTOR Material Flow & Storage Systems ADDRESS 401 Baker Boulevard, Seattle, WA WA. ST. CONTRACTOR'S LICENSE # MATERFS174BU EXP DATE 7 -91 ARCHITECT Cascade Commercial Company PHONE 682. -1218 ZIP 98134 ADDRESS 3641 Second Avenue South . Seati 1e. WA TYPE OF CONSTRUCTION: y _ N UBC EDITION (year) 88 SETBACKS: k UTILITY PERMITS REQUIRED ? Q Yes N o — {t rouQ Publlc worluJ FIRE PROTECTION: QSprinklers 0 Detectors 0 N/A ZONING: C .. 11 BAR /LAND USE CONDITIONSEYes ® No 4285 12 -15 -89 PLAN CHECK FEE CONDITIONS (other than those noted on or attached to permit/plans): 42.85 4285 12- 15 -89, 12 -15 -89 BUILDING SURCHARGE 4.50 ENERGY SURCHARGE OTHER: DESCRIP ION AMOUNT RCPT 0 OA BUILDING PERMIT FEE 311.00 4285 12 -15 -89 PLAN CHECK FEE 202.00 42.85 4285 12- 15 -89, 12 -15 -89 BUILDING SURCHARGE 4.50 ENERGY SURCHARGE OTHER: TOTAL - 517.50 APPROVED FOR / BUILDING ISSUANCE BY: �, '' ' /QP< /t •. OFFICIAL DATE: I J.. �,� - if .) 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 ce ify that I have read ands xamined this permit and know the same of law and ordinances governing this Work will be complied with, whether specified this permit does not presume to give authority to violate or cancel the provisions regulating construction or the performance or work. I am authorized to sign SIGNATURE: - .' --t> > L-u.stt. , - • DATE: 7 3 an ri' ( l U PRINT NAME: S 7"i~ ve 6 on, S_ f o COMPANY: CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: SI ESS U 1091 Andover Pk E " 33,886.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT M Bumste M 2f2,36 -03 TYPE OF 0 New Building lfl1 Addition U Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: Go Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Install two mezzanines and add 20 feet to end of existing office. USE—) FLOOR 4 TOTAL t SQUARE OCC. SQUARE OCC. SQUARE OCC. F�,� 1,.QAD . FEET LOAD FEET LOAD OCCUPANCY NO. UUILVINU PhHMIT (POST WITH INSPI` ..,;TION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHECK 1189 -434 PROJECT. INFORMATION SUI SQUARE FEET CCD LOAD YALU 0 FEES SQUARE OCC. TOTAL F T _�QSp SQUARE FEET TOTAL OW, LOAD 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. CERTIFICATE OF DATE ISSUED: CITY OF TUKWILI1 Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Inspection Results /Comment Inspector INSPECTION RECORD PERMIT # Date S/ Y7^r v Type of Inspection - Date Wanted 5 %- 7 d a.m p.m. Site Address /6 ( , i e / . Q.. Project /jrn -►ns - OYt� Requestor i -c-t.& 14 Phone # 57.5"— / 9 f)l Special Instructions 7 Date ca- rwivIttats.;otia'a.. Acraftyat.;ry.4 ,,, CITY OF TUKWILA ti Building Division Tukwila,�tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection Site Address O / Requestor Special Instructions Inspection Results /Comments: // S" if T. r r% #' +n wry GI Y)'1(1�1 dev e -r INSPECT -ON RECORD PERMIT # f < Date Date Wanted Project rj C2111 S e Phone # S '-/c7SL/ C Data c y- -'S-r-) .m ‘/ 6914/S9- CITY OF TUK1L A-A ,,ontrol No. Central Permit System Permit No. 6 96.R TO: ❑ Building El Planning Project Name , ) Address /()"(i 1 : 't,+ Type of Permit(s) / . This project is approved by this department: FINAL APPROVAL FORM El Public Works lX Fire Dept. 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: ) Authorized Signature Date Authorized. ignet"ture Date ❑ Police El Parks/Recreation J J CPS Form 3 1 • ENGINE TIRING AND ARCHITE( '-TURAL`' � SPECIFICATIONS DEC 1T5 19 R (INTERIOR ENCLOSURES) PERMITCEN 1. PANELS: Panels shall be 3 -inch thick expanded kraft honeycomb core, completely modular. Interior and exterior facings of either 3/18 -inch thick tempered hardboard, or 5/8- inch thick fire -rated gypsum (type X) board clad in a wide selection of vinyl colors and wood grains*. Alternate exterior facings may be of .024 -inch, stucco - embossed aluminum, or 28 gauge stucco - embossed steel (white or beige only) or .037 - inch fiberglass reinforced skin laminated to one of the above substrates (white only). Panels are to be fully fabricated i.e. glazed panels are furnished with a variety of glazing materials, door panels are to be pre -hung with all hardware. All solid panels, door and glazed panels shall be interchangeable with panel units of like size without removing adjacent panels. Systems shall provide for panel runs in 1, 2, 3 and 4 directions at each post. All wall panels to be trimmed at top with anodized aluminum panel caps with fascia providing finished appearance as seen from the exterior. 'PANEL FINISHES: Finishes shall be .007 -inch DIAMOND - COAT ' vinyl in a wide selection of solid colors and woodgrains (see page 13). 2. POSTS: Posts shall be of substantial 6063 -T5 aluminum extrusions with 201 R1 anodized clear finish for maintenance - free permanency. All posts are to be of two -piece design and connected together with screws spaced on 24 -inch centers (max.) and notched top and bottom to accommodate base channel and panel caps. Posts are major structural elements and must support loads up to 3,500 lbs. They must also form a decorative housing for structural steel inserts capable of supporting up to 12,000 lbs. They are to function as supports for joists on storage roof systems when required, and as connectors for all wall panels. Posts also act as channeled raceways for telephone and electrical lines. Posts shall be trimmed with spring -held vinyl feature strips to match panel facings and allow maximum of 3/4 -inch of post aluminum on any exposed side. All interior post extrusions shall be factory die -cut to provide openings for a full range of electrical outlet options for future requirements. 3. GLASS: Glazed panels will be picture- window type, and unless otherwise specified, be sized to full 40- inches in height, by full panel width (on four -foot panels), and 19-3/8- inches in width (on two -foot panels). Openings are to be located 41- inches from the floor. Glass shall be 3/16 -inch tempered safety glass and assembled in aluminum frame. Glazed panels are to be shipped in three sections for economical motor Class 70 freight rate. 4. ROOF DECK: (All Models Except FLO -LINE FORKLIFTABLES): Pre - painted ribbed - steel, interlocking panels 30- inches wide, sized to width of office, 1-1/2-inch deep corrugation in 22 gauge to 12 -feet, widths to 20 -feet are achieved with the use of 6 -inch joists. To be installed with rubber closure gaskets sealing each end. 5. ELECTRICAL AND LIGHTING: Vertical electric raceways shall be provided by the factory in posts for standard switch, duplex convenience outlets and A.C. outlets, in accordance with the standard layout'. 2 -foot by 4 -foot lay -in, troffer -type fixtures shall be provided to effect light level of 100 foot candles at desk -top height. A circuit breaker panel with breakers shall be sized to meet the office requirements. NOTE: Wire, run to power source, ceiling conduit with fittings and bulbs are not part of this kit and must be provided by the electrical installer. 'Low- voltage outlets,for computer, telephones and intercoms are also available. 6. DOORS AND FRAMES: Doors, 3 feet by 6 feet -8 inches by 1 -3/8 -inch thick shall be finished in DIAMOND - COAT '° woodgrain vinyl. Door edges are to be protected with an anodized aluminum edge molding. Doors and frames will be pre -hung at the factory and assembled in panel to insure proper fit. One and one -half pair of hinges shall be installed in a mortised frame and mounted with rivets for rigidity. A door threshold is to be factory installed with a vinyl gasket around entire opening. All hardware will be installed and tested before packaging. Lock set only will be packaged separately. - 7. HARDWARE: Hardware will be commercial grade, the standard of National Partitions, unless otherwise specified. Doors will be outfitted with key, lock and one and one -half pair 3 -1/2 -inch by 3 -1/2 -inch butts. Finish to harmonize with all anodized aluminum trim. 8. BASE CHANNEL: Base channels shall be a continuous, substantial anodiz @d aluminum "U" channel and when fastened to floor wiff S ecurely support wall panels. 9. CEILING: A complete " 1 berglass suspended ceiling shall be furnished including ind trial -duty white enameled T Bar grid, vinyl -faced fiberglasss tile, and hanging wires. Ceiling panels will be 2 -foot by 4 oot acoustical panels. Panels are (NRC 75) random fissure finish. Lay -in design allows use of indirect troffer lighting. Panels guaranteed for dimensional stability, rated class 25 noncombustible. 10. HEATING /VENTILATION /AIR CONDITIONING: Heating: Two separate units shall be available, sized to meet the requirements of the area: A) baseboard type 1,000 Watts per 4 -foot unit, installed in series of up to 2 units, thermostatically controlled, fawn colored finish, UL Listed; B) wall or floor- mounted, fan - forced type for areas up to 800 square feet, 3,200 or 5,600 Watts, Spanish brown finish, 240V/60 cycle, UL Listed, both shall be compact, rugged and designed for long, dependable use, thermostatically controlled. Ventilation: Louvers 12 -inch by 18 -inch of anodized aluminum shall be factory - installed in either doors or wall panels, as desired. Satin finished to match office trim to blend unobtrusively. Also available in Tight -tight design where light is not desired. Exhaust Fans: There shall be 3 types of fans, all designed for quiet operation. Type A) wall -moun��i n 1 with built -in switch; finished in white en W. eO &l t10. -A mounted; ng -mo nt dF 260 aluminum 10-inch aluminum i um finished grrflle. Air Conditioning: National offices shall b ? ipMa$ ,tsck maintain the maximum efficiency of wall.m ted',sel ..i contained air conditioning units. When ordered National shall provide air conditioners (from 5,000 BTIQtp BTU) in a prepared panel to receive the unit of your choice. (It is recommended that central air ancymitirlittlpilln in multiplex office situations). ION Air Conditioning Preparation: Preparation for an air conditioner shall be made in one panel Inches by inches at the factory which will include reinforcing the opening to support lbs. and lining it ( to receive trim. 11. ASSEMBLY AND ERECTION: Panels shall be erected in a rigid manner straight and plumb in accordance with full instructions furnished by National. Job site to be left broom cleaned with packaging materials removed. Specifications are subject to change without notice. 7 SOUND DEADENING DATA Component Description Sound Classifi- cation Reference Wall Panels Standard Interior Panel STC25 Riverbank Accoustical Lab.- TL80.186 Sound -Stop Interior Panel STC28 Riverbank Accoustical Lab.- TL80.185 Fire -Rated Gypsum Panel STC35 UL -U317 Fire -Sound Panel 1 -45 STC45 GAWP -1070 Doors 3'0" x 61" Solid Core (Insul.) STC36 Voyce Legier -61271 SKA Door Tape Sound Seal 1/2" Wide x 1/2" Deep, Closed Cell -PVC Foam Tape N/A - Riverbank Accoustical lab.- TL68.l0/ ASTM Spec. E90.66T Base Foam Tape Sound Seal Same as above N/A Same as above Standard Roof 22 Ga. Corrugated Steel Deck w /Rubber Closure Plugs STC32 Kadaras Sound Lab. -Kai.- 224.18.65 Sound Deadening Soot 1 -1 /8" Fir Plywood, Tongue and Groove, 2.4.1, Over Steel Joist System 4' o/c with Insulated Ceiling STC46 Kadaras Sound Lab: Kal, -224.1 and 2 Standard Glazing Laminated 2 Ply -1/4" Clear Sheet Glass STC35 Riverbank Accoustical Lab.-TL68-10/ ASTM Spec. E90 -66T Sound Deadening Glazing 3/16" Plate Glass /Air Spaced with 3/8" Float Glass STC39 Voyce Legler -61271 SKA r ---- FIRE RETARDANT DATA Component Material Manufacturer Flame Spread Fuel Contri- bution Smoke Developed Listing/Testing Facing .007" vinyl Multiple Sources 14 11 1 ASTM- E- 84- 76a /UL -723 NFPA No. 255 /USC No. 42 -1 Substrate 3/16" Hardboard U.S. Gypsum Co. 76-200 110 120 ASTM -E -84 Substrate 5/8" Gypsum (Type X) Flintkote Gypsum One Hour Fire Rating ASTM-G86 Fedd. . Spec. pec. SS -L -30D Core Kraft Honeycomb Hexagon Honeycomb Corp. 15 N/A 155 -195 UL -R6989 Core Polystyrene Multiple Sources 15 N/A 45 -125 ASTM -E -84 Core Isocyanurate Multiple Sources 20 N/A 140 ASTM -E -84 Adhesive Thermo - Setting Neoprene National Adhesives Non - Combustible N/A Door 3'0" x 6'8" Solid Core - Hardboard w /Vinyl Southern Door 45- Minute Fire Rating ASTM-E-152 (Class C) Ceiling 5/8" Fiberglass Tile Owens Corning 25 20 35 ASTM Fed. Spec. SS-S-118A Grid System Pre - Painted Steel National Rolling Mills Non - Combustible N/A Root 22 Ga. Pre - painted Steel Wheeling Corrugated Non - Combustible N/A Deck 1-1/8" APA Grade 2-4-1 Exterior Fir Plywood U.S. Plywood Corp. APA "Heavy- Timber" Rated APA 6.2d /Ame Posts and Connectors 6063 -T5 Anodized Aluminum Multiple Sources Non - Combustible N/A .. ' ' : i Y ' ' . , .1- ., , -. ' r , -1 'ri •1'` -1 , ' .Vir '. No. of Approx. Watts BTU Fixtures Ft. Candles of of Size Model Provided Maintained Heat A/C 8 x 8 S64 I 1 80 448 5,000 '0 x 12 S120 3 114 840 6,000 .2 x 20 S240 5 105 1,680 8,000 20 x 20 S400 10 114 2,800 10,000 20 x 32 S640 14 100 4,480 14,000 20 x 40 S800 18 100 5,600 18,000 c db 50 40 C 20 10 GENER. SPECIFIC9TIONS 0 125 250 5001,000 2,000 4,000 Frequency in cycles- per - second SOUND TRANSMISSION LOSS CHART A. Sound- Conditioned Standard Spa - Saver construction with the addition of a low -cost sound -seal option including: foam tapes for roof, door Jam, base and solid -core door with threshold. NATIONAL has an In -house sound -test laboratory for special sound requirements In addition to those listed above. B. Sound -Stop (STC28) —Sound absorbing panel with a 1/2 -inch sound deadening board built into the panel. Recommended for use in medium noise level applications. C. Fire -Rated Gypsum (STC35) —A superior sound panel constructed of 5/8 -inch gypsum panels on each side of an expanded kraft honeycomb core. OPTIONAL— Fire -Sound Panel 1-45 (STC45) —A cavity style panel utilizing steel -stud construction with a mineral blanket of insulation between gypsum panels on each side. Achieves a one -hour fire rating. Source GAWP-1070. Note: Above figures are 'Mended as a general guide only. Occupancy, equipment. surrounding environment, traffic, etc. may affect requirements To determine heating /air conditioning /lighting recommendations for models not shown at left utilize formulas below: Heating: 7 watts psi of floor space. Air Conditioning: f. tt,'tji, I - 150 to 200 — 6,000 230 to 330 — 8,000 365 to 425 — 10,000 470 to 625 — 12,000 620 to 790 — 14,000 860 to 1,060 — 18,000 1,140 to 1,420 — 23,000 1,740 to 2,150 — 33.000 Lighting: 3.5 to 4 watts psi of floor space equal approx. 100 ft. candles illumination (one 4 tube x 40 watt fixture = 160 watts) Example: 20' x 40' = 2800 sq. ft. x 3.5 watts = 2800 watts' 2800 watts - 160 = 17.5 fixtures. CORNER POST w 40100 Ps C.SOSA RITE. UV* 04/15/85 REV. CNEC[EO IT $MEET .3 it 12 DUbIII u, LANDSCAPE DETAILS mr--_, N4 - 1 PAP T 100$ I 1t1EhIOIS. 71C.• INTERMEDIATE POST DHVI IT C.SOSA DATE. 04'15185 tEr: 10: MUD ITS SHEET 4 IF 1 It1111t It. LANDSCAPE DETAILS L I ►AMTITIO'S I IITE111ti. i1C. r e 0 ( 1 4 - trer■Adl _ F BASE CHANNEL ANCHOR TYPE FASTENER STACCERED INSTALLATION MN P. C.SOSA D11E- 04/15/85 CYELtE1 /T, AMON mimic to. LANDSCAPE DETAILS Tom D►2 i iI u ;3t =. i.c. TOP CAP 3RLVU IF C.SOSA REF: O4TE= REF= 0 I /2' I ROOF DECK INSTALLATION NO.IO x 3/4' TEK SELF CRILUNG SCREW WIDE RIB ROOF DECKING t!IE�(EO IF; LANDSCAPE DETAILS amo, ( NEST 6 • 1 11 1 1TiGIS g ►ITERIORS. IIc� INTERiIEDIATE POS = T A/ EbECTRICAL UnlanamowmomomomilmsommeWIMA 80111011. WOW ■1011.1111011■11111.111110WI: W 31•1011 ! 11 40 1 i i) r 11 If MVO r'= C.SoSA clams ME! tQ ; 1 �urtrc rr. LANDSCAPE DETAILS =Mak •il!!!1725 t i1'fll9!Q. lr.'- INN MR MIN MI Ma MI =II BEAM WIDE RIB STEEL ROOF DECK 10 a 6/es OR IN 6/5" SCRE W 3o -7/e' DECK WIDTH SPLICE SPUCE DETAIL Of ROOF DECKING TO BEAM WIDE RIB STEEL ROOF DECK 4 pa6 /S /B "Nit DRIVE sSPLICE SECTION a -o WIDE RIB STEEL ROOF DECK 7 . 10 a 6 /B s.M S onto a ens' • it DRIVE SCREW L SEAM SEAM AW*-- UTORIV x .11 . " E tap STEEL ROOF DECK _WOE a 6/S S.M.S.OR • U: DRIVE SCREW ' — BEAM SECTION b- D J pi� ROOF DECK ATTACHMENT AT SUPPORT BEAM NOTTCH 2 -7/B' A T I STEE` ANODE 4 .111 j f /S, a 2.1/2' WITH 2 -34 a 7/IS SLOTTED HOLE U2' ACOUSTICAL TILE — WALL ANGLE MAIN TEE 1/8"a -• a Wit fL.HD.MACH SOLI BUPPO111 " *SIX POST HALF B PANEL OUTSIDE POST HALF �-- 3• WALL PANEL OUTSIDE POST HALF IDE POST HALF 4" • 41 ELEVATION SACK Of ANGLE SELOW B -16 • HEX MD. • ROOF SEAM /B'a -13a 1.1/2 `-- MX HD. MACH. BOLT SUPPORT ANGLE • ROOF BEAM O UTSIDE POST HALF F NOTCH •7 /B S/S1 -Ie 11 -I/2 HEX 7 HD. MACH. 511(1. ANGLE FERSPECTNE ROOF 'BEAM CONNECTION DETAILS MITER CORNER POST r RSCIA ANGLE t -I x3- x I/b PANEL CAP CHANNEL • ` POST SOLT I/4' -40 x 1 -3/4' INSIDE CORNER POST NO. 10x 3/4' TEX HEX HEAD •OLT TOP VIEW: DETAIL AT CORNERPOST SHOWING FACIA ANGLE AND R4NEL CAP CHANCEL 3' PANEL PI AN NEW I •�C TION e•e R7CIA SPLICE DETXLL u►2� 5": r 69 FYI N15 cr,rc c ar/ m c> 36 6 .� , ,C { " 7 Yj( 'O WOF t- t" BASE CHANNEL EXTRNSION ANCHOR rj INSTALL BASE CHANNELS .9 ANCHOR TO FLOOR SLAB 1.9/16" W.R © INSTALL CORNER PANELS CHANNEL BUTT ENDS OUTSIDE CORNER EXTRUSION • O INSTALL OUTSIDE CORNER EXTRUSION FEATURE STRIP FACTORY INSTALLED I I /4" SCREWS W PRE DRILLED HOLES INSIDE CORNER ® INSTALL INSIDE CORNER W /SCREWS COMPLETED CORNER R. J. HALLISSEY CU., INC, December 18, 1989 Mr. Michael Bumstead BUMSTEAD MANUFACTURING, INC. 1091 Andover Park East Tukwila, Washington 98188 Re: Andover East Business Center 1091 Andover Park East - Tukwila, WA Dear Mike: This letter will serve as authorization and permission for you to install two (2) additional steel, portable mezzanine structures similar to those already installed. You may also add an additional approximately 200 square feet of demountable partition office adjacent to your existing demountable partition office. This permission is contingent upon you obtaining the necessary governmental building permits and installing these improvements pursuant to all regulatory agencies governing such improvements. It is also contingent upon your agreeing to remove these improvements and restoration of the premises to their original condition upon your vacation of the premises. Please acknowledge below and return one acknolweged, original copy to me. Sincerely, R . HALLISSE CO., INC. Kim M. Allen, CPM Property Manager KMA /jl cc: Martin M. Moylan ACKNOWLEDGED AND AGREED, on this 17 day of BUMSTEAD MANUFACTURING, INC. By: A- Michael Bumstead %I- L-159 Property Management And Commercial leasing � C , 19f . 12835 Bellevue- Redmond Road I Bellevue, Washington 98005 / Phone (206) 455 -9292 . E ma VANCOUVER, WASHINGTON 45. LENc t� ./ .. , ez STRUCTURAL ENGINEERS RECEIVED CITY OF TIRKWILA DEC 1 5 1989 PERMIT CENTER kiMSTAt: MANU 1"AC7.4IZ I ►4C. Ia4.11-ig TLEv IEW GLn- 1.'rR M41 tZ. ► a1.. 1..ov4 rzee.ae "AS $11 I I.,T (44Z O4 TION 5 E cl F. co caa c4 • • 4 CONSULTING ENGINEERS c-) VANCOUVER, WA. 4 w2 (206) 574-1127 • 1 , I i , i I ■ I . I.. : i i 1 1 . i 1 i I I 1 1 1 • i . , 44 , Fv4 pi pr...clia . • . - i. - , , i I; r o w , lePai4,..iii-v';%., 1-3' 'Ale ^'/. 2." E 44i • . i .". ,.e Loh , 1 1 . I , . , 3 1 1 ..i+4**404T4M PlatrviA " 1'44 tvis;r 4 I I I r 1 i ■ ; ; ..,. . ! -.t • - t • t• . 1 • .1 - 1 . , , ...,... ' A fbe-r ' GAlle.40. , , . , •!,- , : . . 1v1.4. 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( z 4 cal W • z CONSULTING ENGINEERS Z VANCOUVER, WA. w (206) 574 -1127 4 .. i a : 1.'1�. �' c 4$ JOB: b. tTTtet Fo-r ' v* CLIENT: M I DESIGNER: - rta...,_ .._ . 11111111111.11111P111 111 d c Z,O. .'!..A 10.4.;' .! .'1 p= SW = (C►.vi) ().ZIP) !V P .... ...... WT /f 1Y. 1(°‘,4 L 'x 4S • , r. 4.-$ sf'pg�l� 41 / .2 - 5 "''24∎4- Moee, WoT.: rt..a-c Y ; STALf444 Z ' 6 ' 'S ' . t0�31 /fit.. gaRculzg5 i ' .. , P Tom; l08SL t nrGs. /.t T. ►... -5... SHEET: 5 . DATE: ti°>' ''M CHECK: E. Ic , 0. E 0 W • z CONSULTING ENGINEERS cJ VANCOUVER, WA. 4.1(206) 574 -1127 G 1.1 c I� . COIL pc'ST . • - , V4 r 6..c..4 • T4 , 1 ' 1:1 X • ! • ,R v► rT. . INC,R. 1� t$G.0134451 ' . 40P c•1-4, j �.. 4.5 +C tit) 22.11 tt'f• eZrIef>■ .o5 (4G (z3 1.1 G. (3) a 3 CLIENT: ;.k.M'b'Tj7 SOS: • • . • M No DESIGNER: . ....�r 1 ��f T5. )45x 1 44 G 1 » /1 .. s� 2 (4 ( 4) 1.411 a . 1 X4,54 r, 3.64. is I�I. 3.4e 1 x em , 6 , 4 SHEET: 4 DATE: II'- re CHECK : 14 (.v4 . Pa 1e. E ‘. 4 cc cia wa r., CONSULTING ENGINEERS L • c VANCOUVER, WA. z 114 (206) 574-1127 C t .:15q c. G..4~4 emei . CLIENT: JOB: . SHEET: DATE: 2-41 et.4... • ... CHECK: DESIGNER: • 1 ESTIN . I A e PROJECT: SUBJECT: CUSTOMER: BUMSTEAD MANUFACTURING VISUAL INSPECTION INSPECTION REPORT C. 1091 ANDOVER PARK E. TUKWILLA, WA 98188 MEZZANINE BRACE WELDMENT /g 1 , ,SPA s: PMT# 19261 P.O. VERBAL Date: 5/08/90 fa VISUAL INSPECTION OF MEZZANINE BRACE WELDS AT BUMSTEAD MANUFACTURING. NO WELDS BEYOND CODE SECTION 306 UBC MAY ' ��y 0 -e<t' 3 • ESTIN . I A e PROJECT: SUBJECT: CUSTOMER: BUMSTEAD MANUFACTURING VISUAL INSPECTION INSPECTION REPORT C. 1091 ANDOVER PARK E. TUKWILLA, WA 98188 MEZZANINE BRACE WELDMENT /g 1 , ,SPA s: PMT# 19261 P.O. VERBAL Date: 5/08/90 fa Plan Check #89.434: Bumstead Manufacturing 1091 Andover Pk E THE FOLLOWING COMMENTS APPLY To„.9 BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER_,C,,,,, 1. No changes will be made to the plans unless approved by the Tukwila Building Division. 2. 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). 3. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 4. 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. 5. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 6. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic. Zone 3. 7. 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. B. 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). 9 Fastening of mezzanine decking is required as a bracing element of structural frame. Maintain all areas of mezzanine clear for inspection. 10. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 433 -1849 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 13 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 (INSPECTOR COMMENT SECTION ON REVERSE) BUILDLIG PERMIT INSPECTION RECORD CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 SITE ADDRESS: (Post with Building Permit In conspicuous place SUITE NO.: BUILDING PERMIT NO. 59O o? DATE ISSUED: PROJECT: CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE 1091 Andover Pk E I3umstead Manufacturing OTHER AGENCIES: 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. 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. ar•o "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney X 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 X14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL x 17 BUILDING FINAL PLAN CHECK NUMBER PROJECT: THE FOLLOWING COMMENTS APPLY TO AND BECOME PART THE APPROVED PLANS UNDER TUKWILA 1JILDING PERMIT NUMBER No changes will be made to the plans unless approved by - t- °•^! +ul+ Tukwila Building Division, O 2 Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, cluding all gas piping (296 - 4732), a EXIAtiTtat, Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will oe inspected by that agency (872- 6363). O 4 All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be osted at the Job site prior to the start of any construction. 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. O All structural concrete to be special inspected (Sec. 306, UGC). I)°/ All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). O 9 A 1 high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 31 Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12 Readily accessible access to roof mounted equipment is required. 13 Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 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. O Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). C o ) A statement from the roofing contractor verifying fire retardancy of rook wfll be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and 1•5 1-:)"- requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1989 Edition). 11 food preparation establishments must have King County Health eparteent 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, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the Job site. 2 Fire retardant treated wood shall have a flame 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 Building 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 -8, shall be special inspected. 22 All wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.1.C. Sew 306 (a) 7. 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 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. Fire Department Review Control Number 89 -434 (513) Dear Sir: City o f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Re: Bumstead Manufacturing - 1091 Andover Park East, Tukwila, Wa. Gary L. VanDusen, Mayor January 18, 1990 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in 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. Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exit doors shall be openable from the inside without City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Storage under exterior or interior stairwells shall not be permitted unless such space is protected on the enclosed side by one -hour fire resistive construction and sprinklered where required. (UFC 12.106(c)) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) 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) 4. 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) 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. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. PROJECT -NAr© jiwro ADDRESS LOCI E (),,t,k0OUEla • . ORDINANCE COMPLIANCE CHECKLIST Uniform Buildin Code, 198610 Edition. OCCUPANCY [Y TYPE OF CONSTRUCTION !] DETAILED REQUIREMENTS: OLr,OpaNCY [ ' T Y P E OF CONSTRUCTION S CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT e. LOCATION ON PROPERTY N/.. ex∎d rG u..) 4se. Fr' RIITI IITNC, HTFGHT /NO nf SI(18IES t .1E. -' �aR7�EO ME�.zAN1NE ENGRG. REGS. & RE MTS. EttattS> Lfueopows...e., ?-a. _CHAPTER 51 -10 W.A_C_ ti`! A. __ __ - - -. _ - PLAN CHECK NUMBER 89 ..• 54 IV 1 ✓ FLOOR AREA 151104 oFG tJppt4 COMP( ECIO% [✓J OCCUPANT LOAD rI /G 1� FXTTING RF[QLITRFMFNTS Me/2Z, NF = e.(p1Veja) za oNE mcvT Rio✓ Me= _14 L. __= _ 1200 4/.300 = + ___Qi4eWxtT Etu� Li NOTES: 6 otivL4._1gU01 u C7 %t•keirAtiatct 61smlG eiegetttv no 11 al.ACL 1 1 No_1t _cmcice. 13114.00 cmot.NC .GAT'.coAl.w.31).._ oOnis ! reA0-s. R. J. 'HALLISSEY C8., INC. August 3, 1989 Kim . Allen, CPM Property Manager for Andover East Business Center KMA /ch Property Management And Commercial Leasing The City of Tukwila Department of Community Development- Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 RE: Andover East Business Center Bumstead Manufacturing - Building Permit Application To Whom it May Concern: This letter will serve as authorization for Bumstead Manufacturing to submit a building permit for sprinkler modifications to their space located at 1091 Andover Park East, Tukwila, Washington. If you have any questions, please contact me at 455 -9292. Sincerely, J. HALLISSEY RECEIVED CITY OF TUKWILA DEC 1 5 1989 PERMIT CENTER 12835 Bellevue - Redmond Road / Bellevue, Washington 98005 / Phone (206) 455 -9292 PERMIT NO. - CONTACTED 1 DATE READY DATE NOTIFIED BY: p PERMIT EXPIRES 2nd NOTIFICATION BY: ()nit.) AMOUNT OWING 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER BUILDING PERMIT APPLICATION TRACKING PROJECT NAME rn to d Inc o4rtu r'I ri SUITE-1C10. SITE ADDRESS f oci l k ,^ f1 O V -e r Pk 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) REVIEW COMPLETED SQUARE FEET X�U OCC. LOAD SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FEET 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. PAR `1:IV ( BUILDING - initial review FIRE 0 PLANNING O PUBLIC WORKS O OTHER 'BUILDING - final review Ia-Iq- 9 i- tl -etD INIT: INIT• - -t1 -90 (ROUTED) INIT: et J, REQUIREMENTS / C CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: -N Spinkiers [ � Detectors ( J N/A FIRE DEPT. LETTER DATED:/- /� - W INSPECTOR: /3 ZONING: C _ /Yl IBARMND USE CONDITIONS? O Yes (4 No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? (l Yes �J No PUBLIC WORKS LETTER DATED: INIT: E OF CONSTRUCTION: UBC EDITION (year): v/V t t8'$ ULVV vvW {114V...V. ..svvw.u.v, . unvir..a.., vim. w (206) 433 -1849 DESCRIPTION AMOUNT RCPT.. # DATE BUILDING PERMIT FEE PLAN CHECK FEE ;3) 1,00:: au : L a';T...5 )Q 5 -741 PLAN CHECK 4 (� _ . L1 ( _� NUMBER _ I 7 APPLICATION MUST BE FILL ED OUT COMPLE TEL V BUILDING SURCHARGE 1-1,66 ENERGY SURCHARGE OTHER: TOTAL 6n.5(") SITE ADDRESS SUITE # 1091 Andover Park East VALUE OF CONSTRUCTION - $ $33,886.00 PROJECT NAME/TENANT Bumstead Manufacturing Inc. ASSESSOR ACCOUNT # a ,QQ\--i -- TO b (_. 03 TYPE OF U New Building (X) Addition Li Tenant Improvement (commercial) L1 Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Install two mezzanines and add 20 feet to end of existing office , BUILDING USE (office, warehouse, etc.) Warehouse, storage NATURE OF BUSINESS: Machine Shop WILL THERE BE A CHANGE IN USE? i:7 No • Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 56,805 Tenant Space: 16,230 Area of Construction: 12,081 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? O No ® Yes IF YES, EXPLAIN: Chlorothene S.M. Solvent (Degreaser stored in approved container) Methel Ethel Keytone (MEK) (Stored in 1 gallon approved container) PROPERTY EIMERR MANAGER R. J. Hallissey Co., Inc. PHONE 455 -9292 ADDRESS 12835 Bellevue- Redmond Road, Bellevue, WA ZIP 98005 CONTRACTOR Material Flow & Storage Systems PHONE 241 -1511 ADDRESS 401 Baker Blvd., Seattle, WA ZIP 98188 WA. ST. CONTRACTOR'S LICENSE # 223 01 MATER FS 1 74BU EXP DATE July 1991 k1 It K(OFFICE EXTENSION) Cascade Commercial Company ( 0 - (.e uel a PHONE 682 -1218 ADDRESS 3641 2nd Avenue S . , Seattle, WA (Tom Nelson) ZIP 98134 CITY OF TUKWILA Department of Community Development - Building Division :II >HEREBY HAVE READ AND EXAMINED THIS': APPLICATION:;: TRUE'AND'CORRECT AND I AM:AUTHORIZED TO ;APPLY:: FOR THIS :PERM BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME Steve Bumstead ADDRESS 1091 Andover Park East BUILDIL3 PERMIT APPLICATION FEES (for staff use only) DATE 12 -15 -89 PHONE - 1954 CITY /ZIP Tukwila, 98188 CONTACT PERSON Steve Bumstead Need ) . -- t O . X I )) 1 PHONE 575 -1954 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 nalcr at 1133 - 1551 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES (0-1-90 OW30/89 COMMERCIAL • snarl sp plan with useof each roo labelled xit doors, ; egress ng ' pattem s lew walls, :existi wall, and walls to;be demolish Construction details • • Cross secxions sho wing wall construction and method o attach for floor and celAnp Structural :calculations stamped by a Washington State iicens engineer may be required tf structural wort fa to be done (2 so Completed building permit: application (one for each structure • Assessor A ccou n t Nu mber! C Narrative descnbing existing roof, materiel being removed, an material being: Installed. . NOTE A certification letter is required prior to final inspection and s off of the hermit . :'Details `rntlene* dish a04 :fro Washington State flcens one for each structure Si p lan • Foundation Om • Root plan • Building elevatons.(all view Building :cross- section • Structural framing pfans NOTE If any utility work Is to be done provide utility permit application and plans must be submitted REROOF$ Completed building permit application (one for each structure) Assessor Account Number Narrative describing existing roof, material being removed, and material being installed �; MDI� :;5ae:,utNdy poimh : aubmittal'requi ements RACK STORAGE Completed buildin -. l Account Num enant space floor plan showin ;NOTE include dimensions of racks (height, and exltnays on Structural calculations stamped by a Washington. State 'engineer (rack storage 8' and over) RESIDENTIAL :.: NEW: S(NGLE•FAMILY DWELLINGS/ADDITI Assessor Account Number:: Two sets (2) of working drawings, which Intl • Site Our. • Foundation plan • Floor plan • Roof plan • Bulking elevations (all views • Building cross- section Structural framing plans:: Washington State Energy Code data Completed utility permit application SLaMITTAL CHECI•L.IST ken Completed building permit application . (one for each,stiudure Legal description Six (6) sets of site plans showing utilities NOTE:. Building site plan and utility site plan may be combined. ; See utility permit application and checklist for specific submittal requirements.. Addtional topographical and soils information may be required if unique site conditions. - RESIDENTIA REMODEL Completed building C Assessor Aocount:Nu permit applicadon NOTE: A certification letter's n • off of the permit ✓ Ct: a e ck -k .,/.Da - Cu■ t Zvi EiLlst> i q .J LC1C%t.l k 5 1 60 c-e , 1 per. -tai, tTh' tnl rn e D 6e F3Z LE 1 1 1111IIIl IIIII�Iflflllll ,Illllllil�llll + 1�1I1II I �), Il I�I�1 ,I� ►�I�l,iII�III,I�I,I�I,�i! I�I)I!l�I�'lil�l�''''!' III'' 11�I�I�Il I�I�l �Il l�! �ILIi' If' L ii 7 l�'�'�'i!�'Il {!it�1�l�lil�' III! il�l�l�lif�l l'l III�I 'I�'I111`!�I`l�II'jl'l►'�!I O IG THS INC:I. _ 7 _ 8 g I \ 1 11 M4BE�NGEPMkr" 12 NOT If the'rTicicfilmcd document is less clear than this notice,- ,, is cue to the - quality cr ,the - cric�iri^I c'acurr.ent..`., y Y<: ge h'e CZ ZZ to Oe EA 9L LL 91. 51. *L Fl ZL LL 0 6 8 L 9 5 +i C G L .4. 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Bc la �Qoni�� ao' offetf C.' fiia1 jM 2 -anine Over QXiS�� o f-fIct 55 10 fionvf) 11 Pig i) OD. aft ce North CITY OF TUKWILA APPROVED JAN 2 2 1990 AS NOTED BUILDING DIVISION RECEIVED CITY OF TU'KWILA DEC 151989 PERMIT CENTER +F- 'i.t. ..r `. ;��...} ... ry 1 ',c � ,+� �� . -. rd F, � ,:- .'• ::- 5 ._ r ;�.-.: , r. k - � s r`' � ..r?" 3y. .�?'. _A ay _• y. 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M e t ?anin RcIl 7 Plan l a o � Proposed 20' EAiT rsIon T lt:Dw .Ftco' / 5 Wll Door RECEIVED CITY OF TUKvoLA DEC 1 5 1989 PERMIT CENTER a 4 5- /ft 42 „ fib +� � ; fI'.' t� k lL �" " 7.,fi t'c.rz.R ^f ski G,/ !3/1 +/�1. 60'r//et (1-A t.l{ W4L./v t f tvoo, 6.24 4ZA) T-' tl `�;' oval L) !. • :.s/eWS •9 , APPROVED RV:, SCALE: DRAWN 8i REVISED I hi 4 I I1I1I1I I I1I1I1I I I111111 I IjI1I 1iI I1I 1 IjI I I j I I I j i I Ijl l l11 1 111 l l j l l l j l l l1I 1 111 1 111 : 111 l i j l l l1I I I j I I I j I 1 I 0 14 711 : INCA• 2 4 5 6 c�. wide T ac, High /..\TI()\ IIIIIIIIIIIIIIIIIIIjIIIjlI IIIII II III IIIjI� IIIIIIIIIIIIIjIIIIIIljllljllI IIIIll'i'jIIIjII ? 8 9 in 11 MAf1E IN &FRMAN/ 12 To i/if 5icle eu/ Ply wood (Yr) t3a x 7'o oycr cvt oV1 ; n C'ei li . AL 1\LRTITK)NS _NS ION SEPARATE PERMIT AND APPROVAL REQUIRED CITY OF TUKWIL APPROVED JAN 0 0 1990 Astik BUl DING DIVISION C en s trvch RECEIVED CITY OF TUKW LA DEC 1.5 PERMIT CENTER I — �.1: - ;1 ceiling ,� qe// 4 ' . ________ cut out ,.I /ft 42 „ fib +� � ; fI'.' t� k lL �" " 7.,fi t'c.rz.R ^f ski G,/ !3/1 +/�1. 60'r//et (1-A t.l{ W4L./v t f tvoo, 6.24 4ZA) T-' tl `�;' oval L) !. • :.s/eWS •9 , APPROVED RV:, SCALE: DRAWN 8i REVISED I hi 4 I I1I1I1I I I1I1I1I I I111111 I IjI1I 1iI I1I 1 IjI I I j I I I j i I Ijl l l11 1 111 l l j l l l j l l l1I 1 111 1 111 : 111 l i j l l l1I I I j I I I j I 1 I 0 14 711 : INCA• 2 4 5 6 c�. wide T ac, High /..\TI()\ IIIIIIIIIIIIIIIIIIIjIIIjlI IIIII II III IIIjI� IIIIIIIIIIIIIjIIIIIIljllljllI IIIIll'i'jIIIjII ? 8 9 in 11 MAf1E IN &FRMAN/ 12 To i/if 5icle eu/ Ply wood (Yr) t3a x 7'o oycr cvt oV1 ; n C'ei li . AL 1\LRTITK)NS _NS ION SEPARATE PERMIT AND APPROVAL REQUIRED CITY OF TUKWIL APPROVED JAN 0 0 1990 Astik BUl DING DIVISION C en s trvch RECEIVED CITY OF TUKW LA DEC 1.5 PERMIT CENTER I — �.1: - ;1 V gxl. - 4*VA pwp * ACV VI t ,,. " p14 irk: F - MV �W I I r✓ r1 . a• T Th L$x2X khf General 1. The contractor(s) shall verify all site and project conditions with architectural, mechanical, and electrical requirements existing and those shown on the design documents. 2. Any reuse and /sir modifications to these plans without written permission of the engineer is without liability to the engineer. 3. Unless otherwise stated or shown all electical and mechanical engineering is by others. 4. This structure is to be adequately braced by the contractor for wind and earthquake forces until the roof and wall units have been permanently attached. 5. Contractor shall obtain the engineers review of construction joints prior to construction. 6. Contractor shall verify all site conditions prior to starting work. 7. inspections: 24 hour notice is required prior to all inspections. Special inspections may be required per the UM/consult with the engineer. 8. This design is based on the latest Uniform building Code and Standards. 9. Shop drawings are required for, but not limited to, wood trusses, glue laminated beams, structural steel, mice. steel, precast concrete, storefronts, metal decking and siding, and other prefabricated material as may he required. Note: Submit three (3) copies of all shop drawings to the engineer for his review prior to fabrication and /or placing materials. Allow five (5) working days for the engineer to complete the review. pxi•57'I•67 FWD "r0 SUMIZT% Wt1 * 12- 24 x 2% 10. Contractor shall examine the plans carefully and visit the site of the project. Notify the engineer of possible errors and descropancies prior to bidding the project or a portion thereof. • 11. The engineer was retained by the owner and /or contractor to prepare sufficient drawings (contract documents) for review by government agencies having jurisdiction, and to secure approvals for issuing a building permit and to provide additional consulting and design services as requested 'uring the construction phase of the work. Structural Steel and Miscellaneous Iron 1. Al' -el shall conform to ASTM.A.36.70 and to UBC ' a. Tube Steel shall be ASTM A500, ey,= 46 ksi Grade B. b. Pipe, where indicated, may be A53, Grade B for structural uses. c. All exposed steel, columns, etc, shall be smooth and seamless, except as approved. 2. All fabrication, erection, and identification shall conform to UBC Standard No. 27.2. 3. Shop drawings are required. All beams, Columns and piece parts shall be numbered and the numbers shown on the shop drawing by means of a plan layout 4. All welding shall be completed by certified welders and shall conform to UBC Standard 27.6. Welders shall be certified under AWS specification. I!�IKI�T, OUM t understand that the Alan Check approvals are subject to errors and omissions and approval elf plans does not authorize the violation of any adopted code or ordinance. Roceipt of contractor's copy of approved plans acknowledged. bate 0-3 OMT 9(), Permit No 0 tuctivtp CM OF TUKWILA PERMIT CENTER " 43e r .:.. '�lr ,.,.. .,, ..,: r.J �. "' :,::. r . r < . rte C " J � -1 - � '? � 'i' .�u9Y �! IIII, I III! �i �I�Ill�lll i lll�I ,I�Illilllilllifllilli�lil ! I1IIIIlllil 111111111111 IIiittlliiiiitIii!iljliitii! iii ii III! I! III! IINIhi1I1 iFijiill!I!I!1!I!I!Iii lli 2 :"1 f I 4 5 G 7 8 9 10 11 MAIIERIGFFMANI 12 NOT I: if the microfilmed document is less deer thsn this notice, it is due to the cuality cr the oririnel c'oce ment. F,; ss � e t c 5z fie Ee zz t t,t 8t Gt 91 St � t Et zt u 5 e L 9 z �! III! III�II! I�I+ IIllill�l!! il!Iff�!Ill�i!il�lli!�!!I!�!!II !!1111 +1 ►!II�!! III!! I! nllllll! I�!!! 1I! IIIII! i! I! 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