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Permit 5531 - Southcentert Mall - Taco Time - Kitchen
CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /641 BUILDING PERMIT Work to be done Site Address 896 SOIITHCFNTEI? MAJ L Suite enant s Building Use RETAIL Assessors Account # Property Owner JACOB VISCONSI JACOB Phon�630�4�0?�0�3 Address 633 SOUTHCENTER MALL TUKWILA, WA Zip 98188 Contractor J. -LOVE RUTIDFR #JLOVEB *150BL Phone # 226 -6656 Address 1911 MAPLE VALLEY HWY RFN' N, WA 1 ZiP 98055 T.I. PERMIT # S S Control # 88 -389 YK 3 ) S) FOR BUILDING PERMIT ONLY Sq. Ft. 1st F1. Office Storage/ Warehouse Retail Other Occ. Ar 2nd Fl. Load 3rd Fl. Total Fire Protection: Sprinklers [] Detectors Zoning C —P Type of Construction (.� L) Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other S other $ Total Valuation of Construction S 80,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #1,4,-,/ S Receipt # 6863 S Receipt # S Receipt #74,2,/ S Receipt # S Receipt # $ 550.00 358.00 3.50 TOTAL $ 911.50 Special Conditions FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary ❑ Single Face [❑ Double Face ❑ Wall Mounted Building face Setbacks: Front ❑ Free Standing ❑ Other Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions 2< THIS PERMIT BECUMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION UR rURK IS '0,S .'EMUEO OR ABANOONEU FUR A PERIOD OF 180 GAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY HA j I HAVE READ AN GOVERNING TH YPE (fJf WORK W1L BE VIOLATE CANCEL THE PRO 'S Sign !NED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU JROINANCES 0 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A ERMIT S NOT PRESUME TU GIVE AUTHORITY TO ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUC� itrr, PERFORMANCE OF CONSTRUCTION. Date ENS a CONTRACTORS DECLARATION I hereby affirm thi 1 am tic Contractor (signature)_ ( ) I, as owner of the pro offered for sale. ( ) I, as owner of the propert Owner (signature) ellusiness and Professions Code, and my license in fx11 Date ` 1� P. or my employees, eci 7 and effect. OWNER- BUILDER DECLARATION with wages as their sole compensation, will do the work, and the structure is ratting with licensed contractor's to constru the "ct. Date not ,nded or CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - 849 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address T.I. 896 SnIITI4rENTER MALL RETAIL PERMIT # Control # 88 -389 U3) S ,5) Suite enant JACOB VISCONSI JACOBS 633 SOUTHCENTER MALL Assessors Account # �6� 0� 20?��083 Phon 3 Contractor J -LOVE RIITI IIFR #JLOVEB *150. -- Address 1911 MAPLE VALLEY HWY TUKWILA, WA Zip 9R1 FOR BUILDING PERMIT ONLY RFN7N, Wq 8R Phone # 226 -6656 Zip 98055 / , % ice. Sq. Ft. sit "FT. Offi'Storage/ Office ce , Wfrehau se Retail Other IOcc. Load 6 Ws 8 -,2, 3 2nd F1. 3rd F1. Total Fire Protection: Ug Sprinklers ❑ Detectors Zoning e .,P Type of Construction 1. - Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ Total Valuation o Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL 1st F1. S 2nd Fl. $ other S other S f Construction S 80,000 Receipt #7C-(.c7/ Receipt # 6863 Receipt #i Receipt 071,29 Receipt #► Receipt M S 550.00 $ 358.00 S S 3.50 MINIM =EN-Mitselmemp $ 911.50 Special Conditions FUR SIGN PERMIT ONLY 0 Permanent ❑ Temporary 0 Single Face ❑ Double Face [] Wall Mounted ['Free Standing Building face Setbacks: Front Side Side [] Other Rear Square Footage of each sign face Total square footage of sign Special Conditions y THIS PERMIT BECOMES NULL AMU VOID IF WORK OR CONSTRUCTION AUTHORIIEO E5 NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION UR wURK 15 •.5%Eh0EO OR ABANDONeU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 15 COMMENCED. I HEREBY CERTIFY GOVERNING TH VIOLATE Sign I HAVE READ AN WORK MIL BE THE PRO ' S DIED THIS APPLICATION AND KNOW Till SAIL TO SE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU JROINANCES 0 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A P�EEMIT S NOT PRESUME TU GIRE at,TdORITY TO ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCj4O s _I,i , PERFORMANCE OF CONSTRUCTION. Date I hereby affirm MITI are l is Contractor (signature)____, ( ) 1, as owner of the pro offered for sale. ( ) I, as owner Of the prop Owner (signature) CONTRACTORS DECLARATION usiness and Professions Code, and ray license in fy11 Date 1� OWNER- BUILDER DECLARATION y, or my employees, with rages as their sole compensation, will do the work, and the ratting with licensed contractor's to constru Date and effect. structure Is no. or Co-8Q-63.2 11 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspectio 1N11-41.1 J Site Address 671',6 Requestor Special Instructions INSPECT ON RECORD PERMIT # Date 4//26,—/19 Date Wanted ,tiMp�J a.m. Project. irdWa 77 ivli Phone # p.m• Inspection Results /Commen Date ."-//4i!/ �f CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPEC(",ON RECORD PERMIT # �3 Date -4//2E9479 / Type of Inspection ��' /���� Date Wanted /,1t�," a.m. Site Address . 9/4, y ,J,IL L-- Project 7;96 42' 7) >,e- Requestor Phone # Special Instructions Inspection Results /Comments: 7?) 6-0 1)//-9- Inspector �L Date ZP f 7 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washinoton 98188 (206) 433 -1849 INSPE'1ON RECORD PERMIT # 5-3-3/ Date 4/-7 Type of Inspection s( Site Address q‘ Requestor Special Instructions Date Wanted M0x- y- / o 5 Project --t-n- e c Phone # ?3 G Inspection Results /Comments: Inspector lyrr..�rwro��,. --.� Date ` ,� CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection INSPECCION RECORD PERMIT # cs-s- Date -y— G- £j Date Wanted Project Tcit.c_o -%t:> .ct Phone # Y6 — G L SG F-w14,7 Site Addressn 1/ ij 746 / Requestor Special Instructions Inspection Results /Comments: ,X01/41 WO— 'II is Inspector Date /`— °�( CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washlnoton 98188 (206) 433 -1849 INSPEC ION RECORD PERMIT # Date s, /ePy Type of Inspection /mot %"/ 4/44,12. Date •Wanted .1-64077 a.m.��.rl Site Address b y e S / � .& Project 1, 0 f %�er_f. Requestor Phone # Special Instructions Inspection Results /Comments: //,/n4 !' ?GJ kit4140af/ /9 /`4u/t".gilai vas dit/ "Avet.9' „J it)._ / j &,- t) Inspector_ Date /�'h Ft CITY OF TUKWILA Building Division Tukwiila,,tWashingtonu198188 (206) 433 -1849 Type of Inspection Site Address PAI L- Requestor INSPE(„ LION RECORD PERMIT # Date 3—/,P5' 1.e/�— Date Wanted 3 -- /!i- 09 Project 7744' 972isite Phone # • ,.• Special Instructions Inspection Results /Comments: )1/ si a. :44,7;;; e— 5.i7r%iJi ///9/, 654e/s14 "64tis 45) it/ Ci / /ii 5�� Inspector !!..A.7;,;:,..„ Date CITY OF TUiNILA Central Permit System Control No 3 S 1 Permit No. 55 '3 ( FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works Fire Dept. ❑ Police ❑ Parks/Recreation i Project Name Address Type of Permit(s) - a 60 7, -e. 396, E w. c c >1 "-// 7-: 7- S-'k' r / J r9 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: () s `'♦ ( ) .-3N . `"'i %1 /,P �,[.- }�+... .�✓ (� "i t, ( ':l• "it/n ey. z 4' - ( ) ( ) ( ) ( ) ) O O O ( O Authorized Signature Date This project is approved by this department: izp Signature Date ey CPS Form 3 284 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS (BXUV)-- Continued Dwlon ` No. 0222 Restrafned'Assembly Rating --2 Hi. Unrestrained Assembly Rating -2 Hr, Unrestrained Beam Rating -2 Hr. •r FIRE RESTS' 13, Hold•Down Clips (Not Bh clip on each side of panel 'Bearing the UL Classification Rest Unre: r 2 -1/2" t • • • 'eaem- W8X24, min size. 1. Normel•WeIght Concrete - Siliceous aggregate, 147 ± 3 pef unit weight, 5000 psi compna sive strength.. 2. Welded Wire Fabric- 8xe•W1.4xW1.4. • 3, Metal Lath -% in. rib, 3.4 Ib /sq yd expanded steel; tied to each joist et every other rib. sal midway between joists st side Isp with 15 SWG gale steel wire. • • • 4. Steel Joists -Type 10J2 min size: spaced 24 In. 0.C., welded to end supports. • 4 A., (Not shown)- -M en .,ltemste to Items 2, 3, 4 and 5 the following components may M used: . • • (1) Welded Wire Fabilo -6x6. W2.0xW2,0, min. (2) Structural Steel Member,•- Hsmbro joists, min and nom depth 10 in, max 'padre ' ' ' • 45% In. d.C. Cen.m•H•mbrl Sy,Nrhe -Type D•500. The concrete Is cost on removable plywood ' I.. forms, Min'oonorete deb thickness for use with 4A(2) le 3 In. ' • 5. Srldgln5 -'MA. dicta steel bars; welded to top and bottom chords of each foist. 5. Hangar Wire -0ON steel;' 12 SWO min diem rowed 4 ft O.C, on mein runners. Hanger vim ;,. •• • siso required near mein runner splices, near ends of mein runners end cross tees at *silk $ corners of light fixtures, and 24 In. 04. ,round air-duet outlet. 7. Steal Froming Member' --Main runners, nom 12 ft long, spaced 2 ft O.C. Cross tees, none 1 h Tong, Instilled (p.rpsndlculsry) between main runners and.spsced 24 In. 0.C. . Donn Corp, -Type DXLH,msln runners and Type DXL cross tees.. . • National Rolling Mile tno. -Type FST•8000, •e000A, •8000, •8000A. , • Roper Eastern. Sub. of Roper Corp. -Types V, VA, V-1.101). VA•MOD. For Types' , . , MOD, VA-MOD, en eddytlonel hanger wire is required adjacent to each main no nor iplic", • 0. Alr Duct -Min 0,025 ink thick (22 :pkug.) gab" steel. Total are. of duet openings not to • ' • coed 57 sq In, per asch 100 so h of ceiling area. Area of Ind duct opening not to exceed 111 gauge) Mintded steel chs nells spaced 45 DUct suspended ded by 11�2 in. SW0 galr� eel wire 111 9, Damgr -Min 0.155'In, thick •111 gauge) gaiv steel. Protected on both surfaces with ' /sin thick ceramic fiber paper and held open with Fusible Unk (!baring tin UL' Listing Madd Damper to overlap duct outlet 1 In.'min. 10. Fixtures. Ramrod Light.-Waring the 4!L Listing Mark). Fluorescent Tamp type, steel houghs , 2 by 4 ft size. Fixtures ,paced so Melt arse does not exceed 12 eq ft per 100 sq ft of c45 area. Wired In conformancewith.the National Electrical Coda. Fixtures end ballasts must Is considered for these.amblent tempsrdur conditions before Installation. 11. Fixture Protecdori =5stte and lianki(s•- 1r/. In. thick, cut Into pieces to form i founsided• closure, trienguler In crges..ctlon, es follows: One 4'/% by 24 In. piece pieced et "itch end 4 'fixture, one 2 by 45 In. peas laid along each tide of fixture against the cross tee and two 11 by 48 In. pieces laid tent4lki, over and on uch side of fixture and adjacent ceiling pare" The pieces are held together by 15 8W0 gab, steel wire. The overtop on adjacent panels b1 In. USG Aeoustloal Produots CO. ; • • • + ' • r r r •: • 11A. Alternate FIxtur•Proteetierm-Aoeuetoel Materiel•-% or '/. in. thick. cut Into plume form . five -sided enclosur,,,trapeotdel In cross-section, with sufficient depth to provide a si • '/. Iq. clearance between ills top of the fixture and the enclosure. The protection encloses . ,,.. consists of .one 0 In. (or; wlde4,by, 23 %. In. ppiece placed at each end of fixture, one 7 la 1 wider) by 47'/% id. piece placed Rang 'soh side of fixture. and one 15 in. (or wider) h 47'/. In. piece placed over the fixture. The top edge of each fixture protection side piece roe be provided with s 1 In. deep by 0 In. long notch,neer its midpoint, The side and top pleas ' are laid In Olive Ind are secured together with two Id mills along each Side. The end piece ' ere held in place with three 5d nails 'pierced through the end pieces Into the top and 06 ' pieces; (5).eurleo. perforations. U80 Acoustical Products Co. 12. Wallboard, OYMum•-Norm 2 by 2 h• lsyIn panels. Border pen 1s supported at wells by 14 • • • MS0 sheet steel engls with "/e Im.I.gs• ' „ • . Donn Corp. -Type '/ .4A 08.,v United States Gypsum Co. -Type '1. In. FC .CB. 4001tIt!Oti MARK ON PRODUCT; 5/13" . 4' 1. Normal•Welght Concrete '' strength. zq 2. 8t el Joists-Type 10J2 r r,.3. Metal Lath -y. In. rib, 3. .r. -.13 SWO lath clips, and n .71 on alternate, conugated•at supports 15 In. O.C. using face of the concrete to th• 4. Welded Wire Fabric-Ss* i4 " 5. /rldgl111 -Steel bars, '/, 1 0„,, , hanger thee intersection of suet ref h cross tees. ., 7, AN Duct-No. 22 MSG r w,. per each 100 sq ft of ce, Mac dimension of openin .,r' spaced 48 In. 0.C. susper 4, 5. Damper -No. 18 MSG gr ' ramie fiber paper and hel. , overlap duct outlet 1 In. n J<' In lieu of the dampers der t..,. the Design Information Se 8.. Steel Framing Members' m,• long, Installed perpendicu tees installed parallel wilt .'.•- In. cross tees Metalled p► centerline of outlet. kq p ` Donn Corp. -Ty hi 10, flxtu ee. Roomed Light. 1' :;• .2 by 4 ft sire. Fixtures sp area Wired In conformal considered for these .mb 11. Fixture Protscten -Acot enclosure, trapezoidal in sufficient depth to provide Gold Bond lull 12. Acoustical Materiel• -N, by min 0.016 In. thick (21 MSG) palntsd•steel them MI. surface perforations. • , Armstrong Wo or 20 by 001 13, Ho•Down Clip. -No. 21 uniformly pieced over bu tech cep to be cut off wf light fixture. +20 by 80 In panels for us. spacing. leering the UL Classification LO( cilia' ' THE FOLLOWING COMME. - : )PLY TO AND BECOME PART` Li rHE APPROVED PLANS UNDER TUKW I LA BUILDING PERM F -NUMBER [ l_ -_ • z 1. NO changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that. agency .(including all as piping). Electrical work to be .inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. . All mechanical work to be under separate permit. r. • All permits to be posted at job site prior to start construction. . Any new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. 7. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. • Any exposed insulation backing material to have Flame Spread Rating of 25 or less. All air duct connectors above one -hour rated ceiling shall be Class I, and bear U.L. listed mark. . 9. Ali construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986. 'Edition), and Washington State Regulations for Barrier Free Facility (1986 Edition). 10. _ Approval of plans, specifications and. computations shall not be construed'to be a permit for or an approvalof any violation, .af. , the provisions of this Ode or of ,any other ordinance of; this Jurisdiction» any City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor January 4, 1989 Fire Department Review Control Number 88 -389 Re: Taco Time - 896 Southcenter Mall, Suite #K, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. * ** FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10 The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10.301b) 2. * ** EXITS * ** - UFC Article 12 Exit doors shall be openable from the inside without 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 & 12.114. EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) 3. * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) 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) All sprinkler piping shall be hydrostatically tested. Test pressure shall not be less than 200 psi for two hours. Sprinkler protection shall be extended to the area above the false ceiling if there are electrical motors, signs or other electrical equipment. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.307) Local UL Central Station Supervision is required per (UFC 10.309) 4. * ** ELECTRICAL * ** UFC Article 85 - NFPA 70 - NEC Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 10 -22) (UFC 10.104) All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) . +a WILA 1908 City of Tukwila FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 3 All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (UGC 10.104) 5. * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) When fire dampers are required to maintain fire resistance of construction, fire dampers shall comply with the requirements of UBC Standard 43 -7. (UFC 10.401) 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) All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) All wall and ceiling materials constructed of wood, shall be fire retardant treated. (UFC 10.401) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 10.208) 6. * ** GENERAL * ** - UFC, UBC, NFPA A fire protection system is required to protect ventilating hoods and ducts and cooking appliances including cooking surfaces, deep fat fryers, griddles, upright broilers, charbroilers, range tops and grills. , • .. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 4 plenum space within the hood above filters and exhaust ducts serving the hood. That portion of the fire suppression system required for protection of the plenum space within the hood beyond the filter and within the exhaust duct serving the hood may be omitted when approved listed grease extractors are installed. Carbon dioxide, dry chemical and liquid agent (other than water) systems shall be interconnected to the fuel or current supply so that the fuel or current is automatically shut off to all equipment under the hood when the system is activated. Shutoffs, valves or switches shall be of the type that require manual operation to reset. A readily accessible manually activating device installed at an approved location shall be provided for dry chemical, carbon dioxide and liquid agent (other than water) systems. The actuation device may be either mechanically or electrically operated. If electrical power is used, the system shall be connected to a standby power system and a visual means shall be provided to show that the extinguishing system is energized. U.L. Central Station monitoring of this fire protection system is stongly recommended. (UFC 10.314) A smoke detector is required for the HVAC system. The detector shall be installed according to the provisions of N.F.P.A. 72E. Upon smoke detector activation, the HVAC system shall shut down sounding an audio /visual alarm horn located at the front of the store. U.L. Central Station monitoring of the duct detector is strongly recommended. Submit cut sheets and drawings of fire protection systems to the Tukwila Fire Department for approval City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 5 Gary L: VanDusen, Mayor This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. Yours truly, (mow The Tukwila Fire Prevention Bureau • + •, Thcoi M Ceklowe Co' coal. 284 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS (BXUV)—Continued ; ONIgn NO. G222 , ;! Restrained Assembly Reting -2 Hr: Unrestrained Assembly Rating -2 Hr: Unrestrained Beam Rating-2 Hr. 'r Ij FIRE RESTS' 13. Hold•Down Clips (Not Sh clip on each skis of panel r 'Bearing the UL Classlficstlon Rest Unre: r 2 -1/2” 5/8" • • •'11Mm— W8X24, min size. 1. Normal•Wslght Concrete — Siliceous aggregate, 147 ± 3 per unit weight, 5000 psi comps► sive strength: • 2. Welded Wire Febrlc —e x 0•W 1.4 x W1.4. 3. Metal Lath --% In. rib, 3.4 lb/sq yd expanded steel; tied to each joist et Ivory other rib, aM midway between joists at side lap with 16 SWG ga'v steel wire, • 4, Neel Joists —Type 10J2 min sits; spaced 24 In. 0.C., welded to end supports. , 4 A., (Not shown)—As an Alternate to Items 2, 3, 4 end 6 the following components may be used: , , • . (1) Welde Wire Febrlc —axe. W2.OxW2.0, min, (2) Structural Steel Member•— H.mbro joists, min and nom depth 10 In., max swim 49'A In, d•C, • ' Csnem•Hambre Systems —Type D•500. The concrete Is cast on removable plywoN L. forms; Min concrete dab thickness for use with 4A42) le 3 In. ' • 5. Orldging —'MA. distil steel bars; welded to top and bottom chords of each joist. 0. Hanger W're --GaN steel, 12 SWO min diem spaced 4 H O•C. on main runners. Hanger wire ,•� • • also required near main runner splices, near ends of main runners and cross teas et walk, a corner* 01 light fixtures, and 24 in, O.C, around alr•duct outlet. • 7. Steel Fronting Members•--Main runners, nom 12 N long, spiced 2 ft O.C. Cross tees, norx 1 ft long, Installed (psrpendlculary) between mein runner* and spaced 24 In. 0.C. . Donn Corp. -Type DXLH,maln runners and Type DXL crow tees, National Rolling Mille Inc. —Type FST•6000, •6000A, .8000, •6000A. , Roper Seatarn, Sub. of Roper Corp. —Types V, VA, V•MOD, VA•MOD. For Types k • MOD, VA•M0D, an Idd(tlonal hangar wire 18 required adjacent to each main no net S. Air Duct —Min 4029 In: thick (22:{jbugs) gees steel. Total area of duct openings not toe • coed 67 sq In. Per each 100 sq ft of ceiling wet Arse of Ind duct opening not to exceed 111 sq In. Mee dimin lion 6f opening 12 in. Duet supported by 1'h In. min 0.053 In. thick (11 ' gauge) Painted heel channels spaced 411 in. O.C. suspended by 12 SWO gals steel wire. S. 0a,nW —Men 0.169 In. thick (5 pugs) gels steel. Protected on both surfaces with '/w k thick ceramic fiber paper and hold open with Puelble Link (Searing the UL Listing Ms% Damper to overlap duct outlet 1 In. min. 10. Fixtures. Rsesseed Light - (Searing the CIL Listing Mark). Fluorescent lamp type, steel house% .2 by 4 h site. Return spaced a their arse does not exceed 12 sq N per 100 sq N of coil arse. Wired In conformance with the National Electrical Code, Fixtures and ballasts must M considered for these.amblin% temperature conditions before Installation, 11. Fixture ProtectIoSatte and 61ankete— 1'h In. thick, cut into pieces to Norm s ri = fouraldsd • closure, triangular in crime - action, al follows: One 4' /, by 24 In, piece placed at each end •'r 'fixture, one 2 by 45 In. piece- laid along each tide of fixture against Me cross tee and moll by 48 In, pieces IIId tentlike, over and on each side of fixture and adjacent ceiling peek The pieces ere held together by 15 SWO ask steel wire, The overtop on adjacent pans kl In. USG Acouetlest Produo• CO. , 11A. Alternate Flxtun•Protection•- Aceustoel Meterlal•—' /. or' /. In, thick, cut Into 'pieces a form five•elded enclosure „trapetoldel In orosseection, with sufficient depth to provide s S 1/4 iqq. clearance between the top of the fixture end the enclosure. The protection encloses consists of .one .b in, for• wideij,by, 23'/. in. piece placed at each end of fixture, one 7 in., wider) by 471/4 In. piece placed /Tong each side of fixture, and one IS In. (or wider) h 471/, In. piece placed over the fixture. The top edge of each fixture protection side piece kit be provided with a 1 In. deep by In. long notch ,flear Its midpoint, The side and top plc ' are laid In place Ind are secured together with two Sd nails along each sids. The end pima are held In 'place with three 56 nalN'pierced through the end pieces Into the top and de ' places. (S)t•surface perforations. ' USO Acoustical Products Co, 12, Wallboard, Gypsum•—Noel 2 by 2 ft IsyIn paresis• Border panels supported at walls by 21 • • MSG sheet steel angle, with "/s Im.lege, • • • Donn Corp, —Type '/d iA, DS•.+' r • United Stets Oypeum Co. —Type '/t In, FC•C0. 4OOKi tFOR MARK ON PRODUC1 i •, r, • a ` 1. Normal•WNght Carteret* y: strength. 2. Steal Jolata —Type 10J2 ,,.3. Metal Lath —' /, In, rib, 3. it a• • 13 SWG lath clips, and n an alternate, corrugetsd•si k supports 16 In. O•C. using k'; face of the concrete to the 4. Welded Wire Fabric —ex( 1 e S. Srldging —Stet bars, '/e 1 ' '04• Hanger Wire --No• 12 Sit 0.,,,,,to the intersection of sus' j h cross tees. -, 7, Air Duot —No, 22 MSG r .. ; per each 100 sq N of ern 4 Max dimension of opsnln •" spaced 49 In. O.C. susper 94 IL Damper —No. 18 MSG gr mimic fiber paper and het. ,1 k r overlap duct outlet 1 In. n tr •In lieu of the dampers der ki the Design Information Se 11 9. steel Framing Members' " m,• long, installed perpendict E•t tees installed parallel will . In• grog tees Metalled pr centerline of outlet Donn Corp. —T1 10. fixtures, Recessed Light 2 by 4 N size, Fixtures ap area. Wired In conformer considered for these amb 11, Fixture Protection —Acct enclosure, trapezoidal In sufficient depth to proved. Gold Sand Pull 12. Acoustical Material' —N, by min 0.01* In. Mick (2r MSG) palnted•stsel chin (S)••surfsce perforations. • r . Armstrong Wo or20by00i 13, Hold0own Clips -No. 21 uniformly placed over bu each clip to be cut off wt Tight fixture. +20 by e0 In. panels for uar peeing. 'Searing the UL Cleuillcetion LO( r - c TELEPHONE MEMO RE: c j C )LO C r( aCcA (tyliAt PERSON CONTACTED: o. ,t&.Iioti r() 2Zlo -00(05 PERSON CALLING: DATE: 12 -27 -PS INFORMATION ITEMS: �PEc _ON PkopcSED LJ L, epTg Q CAS p . c, S CAI ??4 ts5 CALL Q21,2- T225 !/V1 A-LL s [JS 422oZ ` ro&D tpQdD ?)e ci k,/ uo ua- 5-E-C) A cov9 Kv •ft ?ate-( TcZ NS/ +o(21tt6vecliDN oki c...0 - A() . cF t o MaN K� d - 4 - ) s (Pal — LL, atza s e> .. v , Co t fLA:Q__■-1E1A �7 44alki5olsi 6rJ;t1-1 rz*vp2pocoe_ gente(A a ► -13 -- got Attituatek G -z z V, L Dre cvtty Ar ORDINANCE COMPLIL CHECKLIST Project:TACO Ti NISI 3o,CT42. Ron Coii 1. OCCUPANCY GROUP: 6;(.GES5Cj (k -2,l Sheet I OF File #818-389 2. TYPE OF CONSTRUCTION: T..- tsm NCi n* 6112. oy t- N2 c�It.. Ffecfre -tol Cri■ 3. LOCATION ON PROPERTY: Wc., 4. BLDG.HT./ NO of STORIES: t,Ii/L 5. FLOOR AREA: TEt.10.AT = 51(ot' clec% .roairCA OCCUPANT LOAD: S7& /2.0o -as , ---> 6kel-cm6.4,2_ t.,()pGt✓ too0L,r) DETAILED REQUIREMENTS: Occupancy c, L 'ype of Construction E (iZm. ".actin GO M M t✓+c•l d L- K 1 rCk E.crl ting Crc LT, . =? < ONE- t Xil" b. CORY-, F L) it -) ✓ 0,K. t�p'r d► K, t - 4E 61 t`&4 C / NAIL r v - put'TS. er Engineering Regs. & Reqmts Compliance w/ W.S.E.C.. O Compliance w/ Chapter 51 -10 W.A.C. NOTES: .(:)uTb ..3N0 -1"" 0 lb „,,+ . -i. •CITY Of TUKWILA Butidlnq 01v1sion �`4's� Tu00dIro,ewashingtonu1evard Bit DING PERMIT APPLI( TION Control # ?Y.-3 (206)- 433 -1849 15citp,x ixti ery ti IM LL l N %u � ' .f#-) Site Address ` A, ccvC' o,,ckt\ " _--\ Suite# e, � Floor# Project Name /Tenant '-\---0,4.,‹ , -\--\\,/,..4„c_ Assessors Account# (2,3( - n2, 6, Valuation of Construction c -..) (-�g, (zp Property Owner "� cc_db V k scc.) A.% 'Zc. c_c)\c, Phone 214(p -7LJ0G Address 33j 60azyiCPftt /i'YI di} a.(�l�.0 10J `Ufr- ziP 98/Y8 ,k , Applicant c,),.1c=1s-- -KCE v' j y-t. Phone 9 -6656 Address 1411 YVZAy( vok,L ,e L( l-k �y c)rA Zip SS ©SS �j Architect /Engineer c,,�.a.■ GC,,SE_ / Phone L4.-E., ..v7 Address \V VC, =t "t-1c Sc:-,`,, ( Sc_s. ;.k_ "-a (2)-- Zip 9. g LI c e' Contractor ;'S - K5\e.. (&),,∎` er.i(' License# Phone 0_0.6 -665- Address 1C.\\ G (� Licll_Le Vls.vJ )/. Zip $0SS Class of Work: ❑ New [ Addition [Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done Vc,5 �c.`L..,. c)c).v kz- (:_kc c - 4:-.1n.C^r\ Cv‘..l`/ Type of Const. (UBC) \\ '\ Occ. Group (UBC) Square footage of entire building Square footage of tenant space G O'S" Building Use �'�ot,.■ Will there be a change of use? ❑ Yes [.lo 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 EN 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. Applicant /Authorized Agent (signature /�/1�� � yy Date / '--/_S. - FS--- (print name) ONcS., '* V1ACA, n Contact Person (please print) Ni-v\c,j - r- \--a-,v\Y-. LY.\ Phone 2 L - (3(a.5:6' OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ S U,00 Receipt# 74/24q Date Paid /-/Y - Plan Check Fee (000/345.830) 3 5- Ft,cn) Receipt# 646,3 Date Paid j._ /,g_Qg Bldg Code Sur Charge (000/386.904) 3.50 Receipt# -27,-(2./ Date Paid j' .2T9 Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction ?only(' ti3 1NB ' TOTAL / / / , 52) (OWES: $ .553.5' ) .s SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entirq Building: , FLOOR USE /Occ Type SQ.FT. ON LOAD USE /Occ Type SQ.FT.,LOAD MC' USE /Occ TvDq SQ.FT. _Lola OCC - TOTAL SQ.FT. TOTAL OCC. , TOTAL TRACKING /1 • • p' 1 p' ei OMMEN BLDG 12-14 -88 IZ 23-a3 Approved for Issuance. Type of Const. 418 To Mahan: Date Approved: ► -13-el FIRE 12-27-85 12 -21/40 Approved (Initials) Per letter dated /-y-six Fire Protection: rin ers Detectors 63 PLNG Approve. nitia s ■ BA' • 'NI • I I IN Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: aWD Approved (Initials) Per letter /plans dated LOCATION: $ERVtNO. :. LOAD DESCRIPTION AMP : VOLTS . PHASE vilii MAIN . -ll�in :.. • ;1 9 : rilizItlitionerem I' !► 21 '.._ ,� _.. ...:.. 23 "`" , _ 1 26 . _... !! �.... Y :,. 29 31 _. 35 : P-.r�"" r 37 ° ..M13'w :.: cifFk.1 Idt .b 210 AiFcrilaw • 6 8 10 12, 14 16 I' 18 '20 22 24' 26 28 30 32 34 36 38 40 42 101.01441n401... , REMARKS' . `.I:. . VNia z,". L 1.11 . CONNECTED L DEMAND LOAD EIECTft3*tir : 6F.iiEVuE, *1SIt ' AD: • li#t► : KVA .1 6,. - AMPS 1% . ?. kVA ., ':.1 ... AMPS FORM NO A84 BUBBLE RTES ecv.11 Pm Jr r.71,3 gooP, F errAc.t,E1;, , »:r ENiAre r`1/ x t.lt�'r1E�►.J'P', ezat:11 Pm .4.JT st°aca.Ge. , (1- PAsJ.L1PI I� fat":. 1t.:- P.,ie 3.14 1P1ta LIGHTING FIXTURE SCHEDULE iMM _ InalMek`til•L..u)4 laM pa *. 1 tk1'110 iJ MotANTI MG• V4 1401,.R% .S' OdoP, RF4'iC7 torrAkr 0•14.1.1otr'1` 9'. i' 4Q' I.& I449%i�lY t-11412.41.. irrALLLK M/t4 41.I.L. • 2 Glc - - 12t - LE'S ■ r.. ..�rY�pc Pi litimA TIG. 1.41 -1 s 4 S +P1e> A�►i. ei�‘.•67'3r. \ . - _.. • ,, _ .. � �s r� -HLot gte lift. i.. VG.- 162 !NI/ C.4 4. 41..0 247 014-11 1 1001 Ito . lettAtI es/ .- 1.14.4114,611101 ault4itrr I eivi *5 , WH1110 G.L..O4,S. _ 43. ^- 19.4414 v .. PSNo,'rrr %1T' p_ ra. K6It, V.4020. L.110 Pt-7c -400 -RP ; seMe9.4or►.4Gr( p, 4C ,, (24 -Lo 1•J ?614 n.0 14.1 N.A.. eRMN Cwi61.1Gt( 101) P.a,'MRtI L.t-r • ALt1- 1 t .o Mit,.1..lci MTO. "PPR.o Yc. ,o` s--- Ems" t1El -tl7 'Tie1�ll�t.rT SP".4W' rc PNt. 1,60014 006.44 2” Co. F7c1 *?'Cs PE,.m.4.., (4) $ WO PPcam Mst-TVER - € -to P'•1- 16L -'1' tAtiern6L e,A! 6t P4.-12. P`KOVI i -r R Pot ixonL.rrT' Rea ulRltl.+lviieli 120/' oervs -2; 4 W. ELECTRICAL DISTRIBUTION DIAGRAM PI M M.a."f 40 FLOOR PLAN r._.... -._ oat. f 6-rIvf -1 "AI LIGHTING ,...ursI...ArfthEiects. = 53 1 '1'1'1'1'111111111111111111111 111111111111111111111111111111111111111 1 1111 III 111111. , I 111 I 1 1111 1111111 111111111II111111111111 11111111111111111111111 . ,_, E3 9 10 41, f Q�r If the microfilmed document is less clear than this f ,t e�, ; it is due' 'to the quality -'of the origin], document. ✓ - 4, --- W,+..MMhr"f�� .- '4"a.m.Yv STx.a. .1.4i/:0'1pb.'.. or-----6-,-- B a,a �.�.; �,.�,,M- �,.:... L�•:rr�:s�.:l �l t7l tit �.l 11 +� IIIIIIIIIIIIIIIIIII11111I11III1111I 1IIIIl!III 111(1, 111111111 1.111111111I;11111111(1911111 Ji 1111f4111111∎1111111111111I1I11 r 0E: F +I. riG 12 9<' SL +/L 111111114 111111I11111111111III11111 1111111111Ii1111111111I111111111ii11 111111111111nI ..7 11111111111111 111 11 MAflE:HGFRMM Y 12 4 a 0 PAUL J. CASEY MA 10116 36TH AVENUE S:W. SUITE #203 CRICK i v sot4 ENGINEERS 27i9 Rochester St. W, Suite 2 Tac . WA 98446 00615644040 Architecture and Planning a:. L 9 S £ Z'' t v0'4 111111111I111111111I1I10111111111111 111I111111II11I1111 1.11101111Hl1111111111 ifw.,...:Y.�rf.?.A / .s.'w�i Tt .,nic'.'�i.�- 't.*n. �?.r w{4. i✓.aiC .Mi494,:4V. COMPLETE LINES 122213 BUBBLE INOTES (I ) •Ji.1E,G,T r.i45 V. '°.+A•.11-tA.t2,Y TC X15PI+•.iCri 0 i zjo,IJ 1 i/P Z - -IO2 -�' ! r 41,ou.n..- *'1Tr). f7 6-f -.1 E,E0.1 t°= 10 ! ql iO- I , J c7 •r J4,ao I 4 ° 104 1,.1hr,��_i•-F «.t1 ..lAai' i �4 r u., "PG?4•AMA�' lit-1 PI- I +�G -qr'3/ f °�A!t.�li"AAi�.i �► °7 . Ca I -1 i •.1 ;,.I,Q.•r E{ i+. ` 'i:. 5� r� P e)cr C;X7r2.1's . ,4w t✓il�yl�.. t i!~t /-� .•i G-�w *. C) 1 P.4 i ~i..0052 e RJ , J R 5MI tf t t°1 /1.1 PLUMBING 'FIXTURE SCHEDULE `f IOL fszl >'?VIIa a. W. DESCRIPTION RE1-1,ARKS °'' I 11121110.RES us mac FLOOR DRAIN tea) •. (4% .. P:Os,e• Fula„ suPPLY LP l P-0„; II.L f ,./441- IA' " VOL DAI(?ER (V.03 1111110111 P-4 , �.; t' .J/• iJ� *r-�> sIwPY Asa -DUCT DOWN 1;'x,1 Tiz.AP r . ca-101 i rev '✓4A1` it �' f [� E.i..Ir eai+.Jp1 ij rf ' Eng . I °I(7 _ (2t, f VICA ✓.� J►%^ W /41.0 wilizzi 111 . :/ 1.! #)/1 , Wt..i.t.A.- e4t.1FJ( -' V' Gsa c_okih.l , tr',°10 3 VUC T/ P)L- 6.,Ji., V',,' p- I F l i I'>h+.1'f•A,►.J i;.ak✓ 4-A, ,, 14 ►'!' z. r e- VS i 1.*.fa0 kJAc' ,I► w; i . lie Ii: ii" 6, / -:1 , COc , ~ . r?, EL4 f'r1C0 5 ►E..,5 Ft S.-r01:7- -It. I.{aL.i.. Pais- f:'CZr7vlr;er, 3+Y G, 'S p•(.b.. E'yGt,)TC t vrAkt. -L. ' LA_ P- -nzA P.I P •. TAIL. t!rcE6, 5TQP Lv�ob Ia! -lef) . P)Y LEG snot. DESCRIPTION 1 S'!'M901. DESCRIPTION �.: us mac FLOOR DRAIN tea) •. (4% suPPLY LP l REx, DUCT 167444 111, E3G4AUST/itZiURN AIR -DUCT U!' " VOL DAI(?ER (V.03 Iltin�c sIwPY Asa -DUCT DOWN FLOW CON1RO1. VALVE C HAUST /RETISIN AIR -DUCT DOWN SOUNOLIAIM = VASTE tfi SAPS. SEWER IlIZSI I iliolook E AP4CH -SIDE CONNECT)O I '44'r .0 AIR �'. SIZE, TYPE CON OAS • . � �. 1 .r5 0— 0:$ Alitr . of . i. .7 qr...; ?IT two.) , • ,,,,...tit? I ® THERMOSTAT (T. STA7) t 71,lN(i Al Sif�3t tNA£- SQUARE I VEN1 t\L) ;A R (c 1 _44_ GATE WANE (G1i) .. . ; rw -w-•- • HOt TER 06t8 I HOT 4 Q I "v .---` Itom ki '2 , fU eI(? I i✓1 �J , R 9F --I 11•1111/1.. 411.11•11110. FOUNDATION PLAN SCALE : I/4f� I -0 Aurnrv,A-ric. 6hiL 1-o ReauIPEQ C3 tgoop-roP ,..,1N r, CIA'', ,..-I ....A'S` ,...4C..,nch....1...0 g U.M, C. sGC . 1049 C00qQtsi) TPNA*aE, M /!.:'iC,00 totai.C' ?Ca7 GM ! ..1 r4... ,...L. G o M F't --e: : f"/ P;.JL.I.• MOr7U,.1 -ru Jc, GGL'%I 0t -tl2'r -------- o- too ('!.h A Ai tflalrRtG ' N !e4itto JF' 1V ,.t lv "r A.*I�iTIC7�i A4a R r" 7 -r?7 -7-c? i l \i t • - 1`Li%iXl F�(,E GCO.i�aEGTIC�" 4e. , U1 P TO f }u r L.1, ; : os1 o,h E.0 u,.j FA "O T� wpj i %‘"T Io J A IC r'21-e1-4-012. t k i rate..,-rtjo. r 11 `- Iki. G>%ii,: 2'v- -$ 4- -Z,,v. 2' ►f'221 I I 1 r --1 i I I ., I I F i 4;: c I a..; r ?. I 4--- k,.t.1, nO4 —. AST A47- r:.4.1. n-o iQY • C I, /24v, 1/1:1 1 ".-i,a(.. . is! . -90, TC) WAX }c= P- fc-A -f I1/4UC,. J. A fir. !t.1 AV) - -- __.. .__._ ..r _ ._. _4.1 �.x:. r I fJ ci 3\,', Coi.it i e- r -re> r.^,cigyrI.Jc, i'v. I 0, 2 II t 41' ,--- - - -- 1/2:c.1,1, - 0J1 • 0 (?)1).'";-7 Prip5 in." V. �1�- -- 15" c i% C-+- ---4 , 0 i •2 t-i/W 1 fn'1 4' r.?. PLUMBING FLOOR PLAN t --"ff r�Psw, r.i i.t. F4�1E Ica Pr v s 'T. E MP'c E� r�ETH1�4, SCALE : 1/44=11-0' ✓,/ PAS C. 4& X2a4!1 idvG r1,1 1 1 r1,�C:1i' rz r rJ� 50P Iiz'IX; z)' �s'CIC't GRAY -r 1-4/ C�FfP *r: i t•2Qe, vat:o Gi=M - r)c -4-J'j C> Ge{ 1,.ich PAG.Ec.,•a !ooze_ a.oap 5‘4*, T7-r-1 -4i~C- .1-- Zcx/F, t 3, I 5.1r. TT *1 - 4 rG II PLUMBING R DIAGRAMMATIC ttA SER DIAGRAM L° FURRED CEILING PLAN-HVAC SCALE : 1/4- 14 : r2, aoPYor° U J 'fed PXITTC3t -i li;?.Tli:z.1.1 771.4GT `;$1- tAt..1. `51"P4 r.1A-4- :5TP,i.1G'rtir AL. • -er tACA Us L l.« Aci ts:Mae-K (itt�ptcAL.. AU. nvrL'odor Corloec.Toat,) 14''C- 1? vk - I,J r -, A.:-, Cas©cw REFLECTED SCALE I /411 =Ii —ON w wit)) Arch (v.4 '..1. fi r.PM Cr- II:U.At CEILJNGPAN - I-lVAC PAUL J. CASEY MA CRICK EVENSON ENGINEERS 2 rr :9 per St W., Suite 2 Tacoma, a. 554 -4040 Architecture and Planning DEC 1 3 i988 +' .'.'si � ''}} �.�✓ .b/•.T.; Fr.".i; A. '- iG��.. N." S. t. �Y+�`+«i:'r�".��wr�citi�:,Xrs'" i • II'I'JIIIII 2 `IiII iII il1 III LIa Lii lI Ili' .. IIi!I • -.il. .I. I: ti...i I1 i i III Iii Iji Lill III III iii II. iII III III IIIIiII III III III �lilll�l III �I II IIIIlIIIIIIIIi� , 10 1 1 MADE I'IOEf7MAY! 12 .0:-') If the"'microfii.raed document is `less clear than thin i. a it is a to the' ua i,e of; the on inal document ! .. "1' 4'1'.>' .*�... <!i xf *eynvta'a.;raa�nsr,,..r, 171:. KxsY.,z:vr+' B(- ,n,.., *::7+ � `[ : L. 9 `9 f7 C Z I "01 0 II{ ! I I 1 I, III! Il IIIIIIIIIiIl IIIIIIIIIIIl II11nnIIII! II! IIIIIIIIIIIIIII 'IIIIIIIn1IIIIIIIIIIIIII IIIIII!iIIII!i IIIIIiIIIlIi!I!II;!III !I I I.: nlllilllllll111n1111 III! I, IIII11I11illl l�IIIIIIIIIIII.IIII1lI!L ill. llllllllllli!LL. .. . - , ,.., 0E: E: c' f3G LZ (J, e, SZ VZ £Z IIIIII111InIII II IIIii IIlllilllll lltill ll IIIIIIIIIII !III!I)IIIIlIIIlliil�Illli r. [ 4,10011116............■...............................................................................**. ............./...-■••••■•................. • .1 METAL e _Toy -Type RV 5" PAP 9r1 �. YF'E log to" 11.149 LTr=R Vot)6LE WAU. 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(T •L 1'1 Lad. SE= e 5 u?" c.oLUMN F4491-tiNCl t'E TAIL v t'xx.Y t_FWJ el. 7o 6,44.11 JoI�T N/t Iii N Gl GON *-1 1 N'vi P Gll 4 � .oN 17Fa15G j �) ME1I-HOD t F-o _ Fz- ii:s befwEF-N IS-50 1.115. 4 1,5001.94: fork WEI( H T ) t Not Xedp wt♦erl oreCi dwiIIIN b "orJo!1. �- WNEN anisk5 r 0)ECTs FE?ori4 JO14T Mom 11lAM ta' ExTeNP LHANNi-sL To NeXT' Joi9f. MEpHoa (1 IGDL t'-c"At411,q FOF'- t U's UP To 1F o LE°;05.. 10'161. weiclNr) - PLAN UK AL IO /8l. ser e.vgb LEVEL. Wrf110 W41/ M.ANUF=19C1lmez Peouw_EM(1414 -) SFt_IE11T C(AhiLET Gnt‘i TIN UbU5 - 2 FULL EPtiE 1"ER IzOO fOP .o EaUttPtISN T cuR' 4M toeK �RAMINC� ti '/IC.LI % EUe A.�u ) 0.014 DEN‘iA1e t '•A1h1 (FUU 4rt-LE) N1-y. Exlt>(6. coLuMN' MAY ©GGl)IZ, ' FLhN Foz Noy', - fi ovic)e 6144EL f. 1-iIM4 *(wEEt.1 111 MOD GUILD 4 GNANNel. e 'l.4 O.G if ,L Ii _._ II I! I I! /t:vcr>NORK :l I - = =• (1.ti 90C-1 - NNECTI F117 E() WOOD NAIL aY ON(1 NIANU HILTURf�' SEE Gt1R8 =Yt 2AK6 - ¢IG.11? tNtiUL. TO Me><TcH 11411-V-4•4 11* op /0 COM r uri 11•111L.. TO t•le- T W002 FloC.YJN6 r tzar Nt71 5.4b.l fT. .- .41n1aNEL 5E6Urtf W RIB - _ C1{/91451. 0,61.4-10,m M iN. 4j F t 1,44 Fj ' �40 •. ' a.c etx,i €1ibNNC1 To iptyj' w eltaiNe ) 1 1 4 W ,.PO aciikaL 3 x 3x'/4 aMLt4ikC4 /SLL 4IOe9 Df' PU`T figke 1vflc i, elt O Dg. . /N, 70 P-U- . e c.'• pr�pENDiGUL. 1<. a 1 5 o ALLOW TO LLA To 10 ON Top or- 0111►: L r� ANGtks f0 Jc)14 tlJ,t4M Q ee Cetil `(EP OIN 'AM OP 17UGT PI $ W G wr 4RIN %s' GF .ir%Wt. < Y.aa:_. ;:z, . • ?tKbwa :.'?s9yNtdfi�:i4t� ^^ -ri 3 1IIIIIIIIIIi�llll !�IIIIIi!�!IIII I II IiII I I 0 R.r U. iota& fraeEL 0 1, TH•• ir,( .. 2 1IiII1111II !1111111111116IIIIIIIIIII !ill S? 7Z III I!I I!IIi exte,T 14. Jolii r \� - figt 'f1 bTEV WV? P1.04.41N61. ALL 441 44Of \ To M 7t-' I I4ui'TLc�1 11 K NirK i ±ir..sWt�yg, 1 GFNER.A. AQr L.l Fet.0 VF:.P.IF y UIMDLoW" I2DVE.p LixA'rtcr.l OF N�TD r► DLOLVy'S VEP SNTb�IVE GR TO 2) UNLrr55 nai7ICAIED 114E OTIA)CIV12.61,. 1>4vG'S, t1+ MA1t. 7cxrA . we;6 1 of c UN tT I i E',CO i . t)5E iitUL. ne. uNt°r4 vmexe, w XCFEp� '1 tom. 3.)%e. eusr'4• F <S0. 1■V NI rl1ti. 0C2 �ut�TING OPeNtN ti 1) -CGvE D W1114 A MtN. 0� 20 CQLvANI21P Rbie . R ItJ i � LAi A ' T Di Mei,W 4 ca ' y<s. coil. opie4in C .otie- Fito Lt. AAi(7 G(b.►JC,. t�S xtvil t.4 . • - .1 J0141- . I I {1 ii 6fG..4i) 16 5, a ON % w r N - w Cot, am 1�P - . --`'� Nevi I N4 U L.Ajl�l PLAN OF EXI4TINC, ME--ft. ROOF 2E:C..K New rLooF IN4UI.ATION 6 k E GT I oti 1.1 (frt. oFtt4 th164 16° AND 4,r4m.i110 New Hof- IN9JLS11,a4 e'iwf: L We. (A?ovIPy IF NONE! EXIyt4) PRDMI:�� I G" ION (rte ofs,stt 4 -no .t4 W`) 2 .- 2 �-- NEMJ ti 1 L C cg. 116:1-C.11 FILE At- ' c Alxe. (areg.44-re. Forgo reiLtilreP VIOVIDCP r'iZb 1e WILL NEyr w UK/ N. E a%wrIti. cf. - At,' erl F3L`( p1 =T�ijc : 2) NEW FNisL1L.s1ION '(o MATO4 L�11I4TIN( 1N4Eat 4Ot4 WEIGFltr AND ci f1i;r i5t°'fl✓, og. 4 'I' `(I•FI tbt 171 'f&IL.e. ViiWt• 3) gnortNGt 1b De INrlr,:lue.D •NP ras- •1ED -114 WITiI M91l114Ath lb MATC111 ay.i61IN41 . iNgrbil. MATE946.L? PLR- PIANOr?cru Ralui g,EcoMM E.AL)6 11 14. 4) METAL c0.. IN 4 MAK. 114 M 1 NOT AVAiLAOLE, CST to trz? tn1N Z.. REPAIRS 22_24E y�E'AL 2CK 4Y'1M <z, 0 1I. 4. a.Y iavtLT -uP lzco1 WITh F Iirz GLAD F IT '. ►N'( Ll. 1N ot,401WANCt, NOl4 OW.w'r OCAINcc 'i l,. NO. 413 I.e.. /:wMFNVM. 11bp14QLr 0060.1? [:u. TiNci •. I. GiAL../ 100 &L. FT -4/4'r 8 W HOT MQFpeP ro j=1c> 'T 1..lsj+l i» ©F 0,1SJ1,6.11oN N eTAL 7 -CX -- AND 1VO 1.2 fAVIS(J4'(,ANtl2446 i'Ag44-1,411clitly AffiNC.tle17 TO 1A AL �tsLK No 1. 11.415 126TM. 1 �t� 1 TYPICAL. MAY � tT1ON 1,k84164 � N tYN . Ft~L G-vV � .1' ti -lo . '( 2. ALL PLI1CN6, To t; . rt N A M 1 �\t :� t$1.1. exTero t-1114. 12.0" tyU D. EXI S'1NG NCO AML\L 8/56 EC . 3.198 A REPRODUCABLE COPY OF THIS SHEET MUST ffiCLUDED AS PART OF TENANT'S SUBMITTAL TO LANDLORD. i _.., .v _ -. _ 3Y /r;- "� f ', . �,. _. .'. :..r ! ��, . ,, .K _ �� ,LSCfi��,a%i��ls3ts"*!..i: -.: .2 Illlliljl ljl ill ill Ijl.11l,.,l.� ia.j'�iII�I.IIIIL �.IL -II I IIII�111i11 111 111 1jl l�l 11111!11 111! 111! �1111III�IIi111 !1II!�111q!11�11111111111► ii III I 1 Illllii -.i i1 - 5 6 7 8 9 1() 11 MA"tINIIIPMSN' 12 :.NOTE: If the microfilmed document is less clear than this ttbt ;pct', it is due to the quality of the original document. ce Z e' Id .0? Oil 81 LL 9l Sl hl C ZL LL O1, 6 0 L 9 Si ', t: LL ww U I!IIIII11,111111111 I!II'!II! 111111IIIIII111111IIIIIIIIII IIIIIi 111111111111hh1111111IIIIi IIJIIIIIII111111IIIIIIIi! IIIIIIIIIIIIIIIIIIIIIII!IIIIIII 11111111!I11I1111I1 IIIIII I!IIII Ii11I11I11!1!Ilih 111111IIII111111 IIIII!!!!II!I1111I11 REVISION. -... ` 1 o00 f I • 0' CC vd- t° .: t Not Xedp wt♦erl oreCi dwiIIIN b "orJo!1. �- WNEN anisk5 r 0)ECTs FE?ori4 JO14T Mom 11lAM ta' ExTeNP LHANNi-sL To NeXT' Joi9f. MEpHoa (1 IGDL t'-c"At411,q FOF'- t U's UP To 1F o LE°;05.. 10'161. weiclNr) - PLAN UK AL IO /8l. ser e.vgb LEVEL. Wrf110 W41/ M.ANUF=19C1lmez Peouw_EM(1414 -) SFt_IE11T C(AhiLET Gnt‘i TIN UbU5 - 2 FULL EPtiE 1"ER IzOO fOP .o EaUttPtISN T cuR' 4M toeK �RAMINC� ti '/IC.LI % EUe A.�u ) 0.014 DEN‘iA1e t '•A1h1 (FUU 4rt-LE) N1-y. Exlt>(6. coLuMN' MAY ©GGl)IZ, ' FLhN Foz Noy', - fi ovic)e 6144EL f. 1-iIM4 *(wEEt.1 111 MOD GUILD 4 GNANNel. e 'l.4 O.G if ,L Ii _._ II I! I I! /t:vcr>NORK :l I - = =• (1.ti 90C-1 - NNECTI F117 E() WOOD NAIL aY ON(1 NIANU HILTURf�' SEE Gt1R8 =Yt 2AK6 - ¢IG.11? tNtiUL. TO Me><TcH 11411-V-4•4 11* op /0 COM r uri 11•111L.. TO t•le- T W002 FloC.YJN6 r tzar Nt71 5.4b.l fT. .- .41n1aNEL 5E6Urtf W RIB - _ C1{/91451. 0,61.4-10,m M iN. 4j F t 1,44 Fj ' �40 •. ' a.c etx,i €1ibNNC1 To iptyj' w eltaiNe ) 1 1 4 W ,.PO aciikaL 3 x 3x'/4 aMLt4ikC4 /SLL 4IOe9 Df' PU`T figke 1vflc i, elt O Dg. . /N, 70 P-U- . e c.'• pr�pENDiGUL. 1<. a 1 5 o ALLOW TO LLA To 10 ON Top or- 0111►: L r� ANGtks f0 Jc)14 tlJ,t4M Q ee Cetil `(EP OIN 'AM OP 17UGT PI $ W G wr 4RIN %s' GF .ir%Wt. < Y.aa:_. ;:z, . • ?tKbwa :.'?s9yNtdfi�:i4t� ^^ -ri 3 1IIIIIIIIIIi�llll !�IIIIIi!�!IIII I II IiII I I 0 R.r U. iota& fraeEL 0 1, TH•• ir,( .. 2 1IiII1111II !1111111111116IIIIIIIIIII !ill S? 7Z III I!I I!IIi exte,T 14. Jolii r \� - figt 'f1 bTEV WV? P1.04.41N61. ALL 441 44Of \ To M 7t-' I I4ui'TLc�1 11 K NirK i ±ir..sWt�yg, 1 GFNER.A. AQr L.l Fet.0 VF:.P.IF y UIMDLoW" I2DVE.p LixA'rtcr.l OF N�TD r► DLOLVy'S VEP SNTb�IVE GR TO 2) UNLrr55 nai7ICAIED 114E OTIA)CIV12.61,. 1>4vG'S, t1+ MA1t. 7cxrA . we;6 1 of c UN tT I i E',CO i . t)5E iitUL. ne. uNt°r4 vmexe, w XCFEp� '1 tom. 3.)%e. eusr'4• F <S0. 1■V NI rl1ti. 0C2 �ut�TING OPeNtN ti 1) -CGvE D W1114 A MtN. 0� 20 CQLvANI21P Rbie . R ItJ i � LAi A ' T Di Mei,W 4 ca ' y<s. coil. opie4in C .otie- Fito Lt. AAi(7 G(b.►JC,. t�S xtvil t.4 . • - .1 J0141- . I I {1 ii 6fG..4i) 16 5, a ON % w r N - w Cot, am 1�P - . --`'� Nevi I N4 U L.Ajl�l PLAN OF EXI4TINC, ME--ft. ROOF 2E:C..K New rLooF IN4UI.ATION 6 k E GT I oti 1.1 (frt. oFtt4 th164 16° AND 4,r4m.i110 New Hof- IN9JLS11,a4 e'iwf: L We. (A?ovIPy IF NONE! EXIyt4) PRDMI:�� I G" ION (rte ofs,stt 4 -no .t4 W`) 2 .- 2 �-- NEMJ ti 1 L C cg. 116:1-C.11 FILE At- ' c Alxe. (areg.44-re. Forgo reiLtilreP VIOVIDCP r'iZb 1e WILL NEyr w UK/ N. E a%wrIti. cf. - At,' erl F3L`( p1 =T�ijc : 2) NEW FNisL1L.s1ION '(o MATO4 L�11I4TIN( 1N4Eat 4Ot4 WEIGFltr AND ci f1i;r i5t°'fl✓, og. 4 'I' `(I•FI tbt 171 'f&IL.e. ViiWt• 3) gnortNGt 1b De INrlr,:lue.D •NP ras- •1ED -114 WITiI M91l114Ath lb MATC111 ay.i61IN41 . iNgrbil. MATE946.L? PLR- PIANOr?cru Ralui g,EcoMM E.AL)6 11 14. 4) METAL c0.. IN 4 MAK. 114 M 1 NOT AVAiLAOLE, CST to trz? tn1N Z.. REPAIRS 22_24E y�E'AL 2CK 4Y'1M <z, 0 1I. 4. a.Y iavtLT -uP lzco1 WITh F Iirz GLAD F IT '. ►N'( Ll. 1N ot,401WANCt, NOl4 OW.w'r OCAINcc 'i l,. NO. 413 I.e.. /:wMFNVM. 11bp14QLr 0060.1? [:u. TiNci •. I. GiAL../ 100 &L. FT -4/4'r 8 W HOT MQFpeP ro j=1c> 'T 1..lsj+l i» ©F 0,1SJ1,6.11oN N eTAL 7 -CX -- AND 1VO 1.2 fAVIS(J4'(,ANtl2446 i'Ag44-1,411clitly AffiNC.tle17 TO 1A AL �tsLK No 1. 11.415 126TM. 1 �t� 1 TYPICAL. MAY � tT1ON 1,k84164 � N tYN . Ft~L G-vV � .1' ti -lo . '( 2. ALL PLI1CN6, To t; . rt N A M 1 �\t :� t$1.1. exTero t-1114. 12.0" tyU D. 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IIIIIIIIIIIIIIIIIIIIIII!IIIIIII 11111111!I11I1111I1 IIIIII I!IIII Ii11I11I11!1!Ilih 111111IIII111111 IIIII!!!!II!I1111I11 REVISION. -... 1 f I • CC vd- t° .: 011 Ti 1 id SOUTH CENTER- MALL FOOD COURT TENANTS TUKWILA WASHINGTON MECHANICAL DETAILS AND SPECIFICATIONS 2 OF 3 Lii z 0 •. 0 ii' o z . y. to, III �qr��p o _.u) 4I�L ... 1_- 3 Z 0 '0 ts- 3 A „, "'us z0 . ,.. �' a -at 1-1 wY'Le CC Ui in z' I z 146. 0 DRAWN taYt OAT[, SCALE' JO! NUM®fRt 66 -I(, 2. • ' ASvilfrOt DAM 12/2./68 ,DRAW •i ORAWING SOUTH FOOD I'1 %1.UMeltR1 NUMBQAt CENTER MALL TTM3FC COURT TENANTS :4T #-P ■••• e;.■-• 4 2'. \Arzliw LW - L2 JONT4 Lo P EV/T Tr J.,. - - " 1;4- • GC." ; A N r:0`. • .1 "?1: 2." wax: S)IEET MTht 4,17-64" (15 (At.) r-Ax:r Ae;ovE F cuge, wooD Nt\I'l.F_ 4.4 f UNCI EKXT" . E..16,041: IV- 0E NOTec: - 2A. ■40-V.Ne.' czcop cALuev., izoo - • -- Est, hi" (. ‘2)FR.,-vz:T e„ XI 1.-.7114 • ; W •!..,ra-U" i'V..!L; cove- &Nit) .901.1E-.12fi) i-itwe 2." 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