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Permit 5087 - Jack in the Box - Building
CITY OF TUKWILA 1 Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -244% f $q BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address New Restaurant 16400 W Valley Hy Restaurant Foodmaker, Inc. PERMIT # 5037 37 Control # 87 -367 (513) Suite # Tenant Jack In The Box Assessors Account # 8/UZU39008 2395 American Ave Hayward, CA FOR BUILDING PERMIT ONLY approved for issuance by: S q • Ft. Office Storagee Warehous s Retail Other Occ. Load 1st F1. 2nd Fl. 3rd Fl. Total Fire Protection: L] Sprinklers Detectors Zoning Type of Construction Special Conditions Phone # 415 - 783 -5680 Zip 94545 Phone # Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd Fl. $ other $ other $ Total Valuation of Construction $ 105,732 Bldg. Permit Fee Receipt # 011(4 $ 660.00 Plan Check Fee Receipt # 9200 $ 429.50 Demolition Receipt # $ Surcharges /BuildilRgceipt #177q $ 3.50 Other Energy Receipt # n: $ 15.00 Other Receipt # $ TOTAL $ 1,107.00 FUR SIGN PERMIT ONLY LI Permanent J Temporary ❑ Single Face [] Double Face [] Wall Mounted ❑ Free Standing L( Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDUNEU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL T E 0V1 N5 ANY OTHER STATE OR LOCAL LAW REGULATING CONST U TION THE PERFORMANCE OF CONSTRUCTION. /gned 0— Date_ '�, -- — LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER - BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date_-,____ r: 'CL OF TUKWILA y 'Building Division 6200, Southcenter Boulevard Tukwila, Washington :98188 Nm (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address New Restaurant i.b4UU W Valley Hy BUILDING PERMIT PERMIT # 5.031 Control # 37-367 (513) Restaurant Fooamaker, Inc. Suite # Tenant Jack In, The Box Assessors Account # B /UZU39Uu3 2395 American Ave Hayward, CA ■ FOR BUILDING PERMIT ONLY approved for issuance b. y: S Ft. Office Storage/ �' 'e'tiT�h q • Warehouse 1st F / 2nd F' • Occ. Load 3rd F1. Total Phone # 415 -783 -5680 Zip 94545 Phone # Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other '$ Total Valuation of Construction $ 105,732 Bldg. Permit Fee Receipt # $ 660.00 Plan Check Fee Receipt # 9200 $ 429.50 Demolition Receipt # Surcharges /BuildiiRleceipt #617 §, -,' Other Energy Receipt #, ni Other Receipt Fire Protection: ❑ Sprinklers BE Detectors Zan'i ng - --- Type " -of Censthuct icon Special Conditions TOTAL 3.50 15.00 FUR SIGN PERMIT ONLY ❑ Permanent C1 Temporary t] Single Face Double Face [] Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Square Footage Side Side Rear of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A•PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. s 1 HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COM LIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTINGiOF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR _CA NCE'ry]L T E ,�OVI t NS ANY OTHER STATE OR LOCAL LAW REGULATING CONSTjRU TIONI QR THE PERFORMANCE OF CONSTRUCTION. igned_-- =a,< •- --+ Date ` 1 t -- LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signature) ' OWNER- BUILDER DECLARATION ( ) I, as owner of the property,, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Date_ _ —_— — - -- -- -- Owner (signature)_^___ f,a.. CO-?3-09) CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection / Site Address Requestor /1/ Special Instructions INSPECTION RECORD t,y PERMIT # &O Q 7 Date 3 —ate- ZrIf _ Date Wante Project Phone # .2s a.m. 7 idex Z3 ./ /e3 Inspection Results /Comments: Pita P -P_ -co. /� 6O /-4*, �...,,r e4, <4.47- e-1.e. e e ..fi t .-c� _��. 1.�'.a! .�'.�.%i.,,ye Inspector ,e5,i'477 Date 3 .Z-S 0/ CITY OF,TUKWILA Building Division 6200'Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor /4090 049 , 9S, , INSPECT(`/ \')N RECORD PERMIT # ,5-0c) % Date 3/// B � 2 Date Wanted ,3.2 /fie a.m p,m. Project _Ac 4 ,��. / idey Phone # .235—x, /O Special Instructions Inspection Results /Comments: ('od,.txa' ;. Inspector )01.441,. Date a 2/ fLYBMi�Y7S�Y4tdtT1' s} "y�(Hi�n� /ul�utac>.s:+tvrl,ssnt br awzaxu:• b:. r.. a, cn..,..., w.. n..<.. u. ewu.»........ w....•»..«....«...,. �.«..»............ �....... o.. w. ...,.....,........«».....� »_.w. _._»...,_.. -__ CITY OF TUKWILA .Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT PERMIT # Date N RECORD Agfr7 Type of Inspection 6.—e ;11 Yi Date Wanted ; v� .m p.m. Site Address )UIOO 1) o (r.,y 14 ,,,t) Project.)(, f i rt P, �M. (1 kid t o°��- l Phone # .. ,5-T /-1 6 Requestor Special Instructions Inspection Results /Comments: , ,�,Q,R. �, Y J vt4 ,.7 . A /11- etEity g,'' a� Inspector Date 3//g/Or . ��f. RiY�' tYdiYYi 'NS+PJ7Yi6R1'Jl!'rddasftr VM CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washinoton 98188 (206) 433 -1849 Type of Inspection /4 Site Address //414,1410 & ,� ;:,'--- Requestor Special Instructions -tee f tkbdf'S:Y7'S �INSPECT`ION RECbRD PERMIT # 6- --'forr7 Date ;72524k Date Wanted /2S� Project Phone # a.m. p.m. Inspection Results /Comments: /mow 494, oiizey' 5f4d 77i35. e,/ . $ ".,4 Date— '`,��jr =ePP CITY OF TUKWILA ,Building Division ' 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ;U, ors Type of Inspection INSPECT C -1,N RECORD ��y PERMIT # b--2007 Date " e§7O" Site Address /6.'/0e) 46/. / Z4 h'A /Y ,V Requestor Alr i /%I 1..r vt/ Special Instructions Date Wanted e,? --A2,„:7— Project U e4f /v ?" :,yr ,jam Phone # Inspection Results /Comments: " / 2 ,Q'crfr Inspector Date ^ •�.� ^ D ' CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection oeti Site Address /0 x042- & Requestor INSPECT; )N RECORD PERMIT # 506-'7 Date ��/ ft Date Wanted ,/ /4 /jf Project Phone # Special Instructions Inspection Results / Comments: /7-744,0/71 7/719(...111/1, /4")," Date 'Ve5LePc5? CITY OF TUKWILA Building Division 6200 TUkwila,,tWoshinotonu198188 (206) 433 -1849 Type of Inspection Z i-c trru-ci /1/2 Site Address /c.,-( Po (A). a�1Q1 Requestor Aa- Special Instructions arileLL INSPECTION RECORD ) PERMIT # 5-0 8 7 Date .2 - ( 4-_ S j Date Wanted(}. 4 -(74,y a.m Project_9(iej L Afp 74A. f ( Phone # 2 3 s'- - l 2 i p p.m• Inspection Results /Comments: Inspector Date AGQb erl at tn.2 4,155lSVMA:1143ct,soal!FCrr.tkr :v. ozv iw•w enw, rwv..,,v xv ...er.•em...•......�.»•..... -. . CITY Of TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection f 49c' A/a/ i Site Address 16 090 Rik? sE r/sa,y Requestor INSPECTION RECORD \ \; PERMIT # 5o '7 Date Special Instructions z//67.7 Date Wanted .2//08" Project Te/Q 274.€ ,rte Phone # a.m. p.m. Inspection Results /Comments: _4.1_, i., Date 2 //ei CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washlnaton 98188 (206) 433 -1849 Type of Inspection Site Address Requestor INSPECT /I,ON RECORD l PERMIT # S O fs' 7 Date - / / -k /6 -(ao . lia L' Special Instructions Date Wanted lit. --g a.m. Project Phone # e:2. 3 r— Inspection Results /Comments: G/< /'mob Inspector Date ^/..4 ^6./7 • CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address /4,400 Requestor Special Instructions L'A,1v6 04"12(44 INSPECTrN RECORD PERMIT # ,S70 2f7 Date .7 -/t /Jh Date Want ,w a,m. p.m. Project -i /- ./V -T //:: -( . Phone # _ x s: i , a Inspection Results /Comments: ci 5 Inspector Date v2. /2 ^PP ?Cf1 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions INSPECTION RECORD PERMIT # ;S'6 8' 7 Date —1( (Jo tips,/ MI Date Wanted 'T,{O '/q /is) Project 4-4 In 7`/. Phone # /s- p.m. Inspection Results /Comments: 1i / 5 j / KJ ar i =.1 Inspector Date — p6P CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT,IoN RECORD PERMIT # / Date Type of Inspection ,9' ; W Y A 6 w , i _ . / / , ' , z 4 ' _ . Date Wanted „ —3 z7 Y-) ,m, Site Address /10,W /,(% // , /,.,t /47 Requestor Phone # Special Instructions Project 27irci '4) J1 t uX Inspection Results /Comments: z///y./-,V ,4 , f/'' //� ©34 /- ,/. /t/S Inspector Date -c)- `,;;;P • CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206), 433-1849 INSPEC""'N RECORD PERMIT # .50 s27 Date .2/// F Type of Inspection , 491- /1/c2/ Date Wanted 2 8 F Site Address /d5/00 5 va /ley Project Jamk ,h �' 7e .Caxc Requestor A?;"-- G4idmro/lo--)-) Phone # 2 35-- /lo Special Instructions Inspection Results /Comments: Inspector. Date .2 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address / 6 ,-(oo Requestor Special Instructions ,area: w: <wa:ITS NI,%Y".CPP.1171 INSPECT(1N RECORD PERMIT # .5-d ST Date - a7 5 Date Want t� %htu�,o. /-.2P•U • p:m. 14—e 64 J-; c Project 20-(A �,, i Qom Phone # .23s-- ' ��o� o Inspection Results /Comments: i5i '-- zedei--( oil 21'4944 -` G1 t 1/trrc.44 ,,-, 4e_4 (2., -, t' o , 44 ‘ r* Co-c.' 'E3GJ`eit i CITY OF TUKWILA Building Division 6g00 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ...._..��__._......_.... _. _...... ,. r...._......,......,......,.. w. >.,u.�c:.:r:.+.u�c<t.l!e.Ntr' rYC, d4.124Y]Y°',Ski`iA�.'��.tif:::.. INSPECT!N RECORD PERMIT # 5'D 46,7 Date /— /9_ P8 Type of. Inspection Cd'ccsr//% /iidvt/ Date Wanted /_J9,_52 a.m. p.m. Site Address /l"/ '& - God. /7' ,9if/7 Project Ilj9c,K Requestor Phone # Special Instructions Inspection Results /Comments: 7Z .p .c.e� -.� QY.rdit �c fg-/;;r6itita Inspector Date / CITY OF TUKWILA Building Division Tukwila,,tWashingtonu198188 (206) 433 -1849 Type of Inspection �f Site Address f6 y'02) Requestor Special Instructions /7/ (I) faf A,„ r2e;ced , INSPECTION RECORD PERMIT # u a 7 Date ! —(6/-54 ` ei, Zs/ Date Wanted ,4 %zJ f—i -- / Project 9 7,1 r . Phone # 3 � - / 21'0 hit Inspection Results /Comments: Inspector 72,'441 id- Date //a/c7q' CITY OF TUKWILA Building Division 600 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection /�ivtiki,e zv- Site Address /6 yao e e sz �/a /� hkwa Requestor Special Instructions ..,.._......... ....._....�...�__- ........__.,. __..._._....._ .... ,._......__..._,.......».... ow... rs..« wrxa .rtrktHt4'fN.Y'k!?tGyla` `;' INSPECTION RECORD PERMIT # Date //07eF Date Wanted Wgg a.m. Project Jack -1`,. �Q -60-X Phone # p .m. Inspection Results /Comments: • CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection j/O, 1,0,/J ,/ti 72,2L-. Site Address 4/eyp (2 hiui Requestor Special Instructions INSPECTrIN RECORD PERMIT # 6'08 7 Date /;-3,0,-.97 Date Wanted ,J, .3 -‘5? % a.m. Projects / %t/ ./7"Zr" /')( Phone # P.m. Inspection Results / Comments: L� 't/lj� /x0 5e9t,2$ /7# f�%/l5/ -79 /) 5 /1' * 7 r? /ice /7/./ /9/5/o,'/�. We/!r J //Y F1� %/s/ /]$ /7-741i44//',1/4- jc2(11 Q NiM1r) ,y/t112 /7/M 4G/ 'e/9 '#t% /:' /h1 Inspector 4.L��►�i Date //Z ^, ^8% A�Wx!<+:w:hn:r.�u,wmw cv�w..,• nw. u,_ v,. �.: cF.» t. msw. ss. �.:.«:... r... ��. �. u...« �. �......- w....,-. t•». ��ae.. u., e. w�..........»..:......... �. �+ n....,*.,.......,..>... e..,....,. «......- ............. „CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection C INSPECTI N RECORD PERMIT # g-00;17 /a? 7-P 7 Date Wanted 7 a.m. Date xvtlauWWAtalmelagr Site Address //0,//d G/l. lJ,fr�ly /� Project vie../(' /I/l�i 4 4P)( Requestor / Phone # ,7.1 - etcP f Special Instructions p.m• Inspection Results /Comments: �h ,A /s ;1)5A6r,,t/ y-2::) Am) iidA vor1( yi D /1 <70' TA/5.4cidlr' ova Ailiai73' o r✓ ,/ '/,/� ('p /447 7144.11,o 7V / FA/ /21.4 2 Inspecto Date ,•CITY OF TUKWILA Building Division Tukwila, Boulevard (206) 433 -1849 Type of Inspection c / .4f�' Site Address /6,1C,0 /,//, ��1/,�' /7/ Requestor AV /" // Special Instructions C/, /( dfri B/72! /0( /7G /L' /M/7- 7,e9/) INSPECTI(V RECORD PERMIT # Date / 2 ^..? --g7 Date Wanted /.Z ;.Z P -127 a.m. Project /'r/ ,/,x Phone # 97.2 -• 0 85" i Inspection Results /Comments: ,57) ,��.. G� /_fi���•iJG /��/���+��— // W Inspector�. Date //N - -7,20/2^,� CITY OF TUI4if/ILA Central Permit System ;,ontrol No. 17- 3&.7 Permit No »' -7/50$`� FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works ' Fire Dept. ❑ Police ❑ Parks/Recreation Project Name < !� Address `i�'r/ Type of Permit(s) 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 This project is approved by this department: • Authorized Signature . 0-4. t . ' ,M Date CPS Form 3 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (2Od) 433 -1500 Gary L. VanDusen, Mayor MEMORANDUM TO: P 1e, Sof,%t-14-et166(?"� FROM: kl1L.6) DATE: SUBJECT: ('±fon /Fen eal(;Wtoaki / OIL 4. i. ,:. J .., ..d .. U,bC ICI 35 eLt4 bon) lam, la?' I/L)tctAA rcult Tbpae, cariaryu al, 'al ,2 iio t atom_ !GI.4.C1 ' L2c 5O iipSao JACK IN THE BOX (* THE FOLLOWING COMMENTS APPLY TO AND BECOME PAR OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be maed to plans unless approved by Architect and Tukwila Building Department. 2. Plumbing permit to be obtained through King County Health Department and plumbingwill be inspected by that agency (including all agas piping). 3. Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All mechanical work to be under separate permit. 5. All permits to be posted at job site prior to start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of the appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall be submitted in a timely manner. Reports shall contain address and permit number of the project being inspected. 7. All structural concrete to be special inspected. (Sec. 306, UBC) 8. All structural welding to be done by W.A.B.O. certified welder and special inspected. (Sec. 306, UBC) 9. Any new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. 10. Engineered truss drawings and calculations shall be on site and available to Building Inspector for inspection purposes. 11. Any exposed insulation backing material to have Flame Spread Rating of 25 or less. 12. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the the soils engineer. 13. All 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 Facilities (1986 Edition). City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Hubert H. Crawley, Fire Chief Gary L. VanDusen, Mayor September 30, 1987 Fire Department Review Control Number 87 -367 Re: Jack -in -the -Box Restaurant - 16400 West Valley Highway, 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: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 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 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, 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 -6.9) When, in the opinion of the Fire Prevention Bureau, building contents or operations therein are of a hazardous nature, additional extinguishers (in excess of NFPA requirements) may be required: (UFC 10.301b) 1. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. 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 Hubert H. Crawley, Fire Chief Page number 2 Gary L. VanDusen, Mayor the use of a key or any special knowledge or effort. (UFC 12.104b) 2. An approved fire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) Local UL Central Station supervision is required. (City Ordinance #1327) Maintain square foot coverage of detectors per manufacturer's specifications in all areas including; closets, elevator shafts, top of stairwells, etc. (NFPA 72A, 1 -2.2 & NFPA 72E) The range hoods should be connected to the fire alarm system. Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.209) 3. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 4, All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) 5, 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 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Hubert H. Crawley, Fire Chief Page number. Gary L. VanDusen, Mayor Appendix VI- Ctables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204). Yours truly, /4z The Tukwila Fire Prevention Bureau cc: T.F.D. File. nod City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor OCTOBER 7, 1987 MR. DAVID S. HILLS FREIHEIT AND HO ARCHITECTS EVERGREEN ONE 10940 N.E. 33RD PL., SUITE 202 BELLEVUE, WA 98004 \--- V) rC] {fJ;hlll.Il i M tQCi 9 19871 1 T_ `T,„ J ; .. ". l (..ice PLANNING E, ::-..j..........d RE: JACK IN THE BOX SITE DEVELOPMENT PLAN - FOODMAKERS, INC. SITE PLANS SD-1, SD-5 AND SD-6 DEAR SIR: THE PUBLIC WORKS DEPARTMENT HAS REVIEWED AND APPROVED YOUR PLANS PER THE FOLLOWING CONDITIONS AND REQUIREMENTS: TWENTY -FOUR HOURS PRIOR TO BEGINNING YOUR CONSTRUCTION, YOU OR YOUR CON- TRACTOR SHALL PICK UP THE FOLLOWING PERMITS. PRIOR TO PICKING UP THESE PERMITS, THE BUILDING OFFICIAL AND PLANNING DIRECTOR SHALL APPROVE THEIR RELEASE. BECKY DAVIS, THE PERMIT COORDINATOR, SHALL BE CONTACTED AT 433 -1851 TO HAVE THE PERMITS PREPARED PRIOR TO PICKING THEM UP. 1. SANITARY SIDE SEWER PERMIT (PERMIT FEE $170.00) SPECIAL CONNECTION FEE IS WAIVED BY THE DEVELOPMENT OF THE COMMON PROPERTY FOR A SANITARY SEWER MAIN EXTENSION THROUGH A PUBLIC EASEMENT. AS PART OF THE APPLICATION FOR THIS PERMIT, A COPY OF THE EXECUTED SANITARY SEWER EASEMENT SHALL BE PROVIDED ALONG WITH A LETTER FROM THE PRIMARY DEVELOPER FOR THE SITE FOR PROPOSED PUBLIC SEWER MAIN THAT GUARANTEES THE CONSTRUCTION OF THE SANITARY SEWER MAIN TO YOUR SANI- TARY SIDE SEWER AS PROPOSED. 2. STORM DRAIN PERMIT (PERMIT FEE $25.00) PUGET POWER AGREES TO THE DISPERSION TRENCH PUGET POWER PROPERTY PER LETTER (REF. JOUFLAS' FILE). 3. PROPOSED PUBLIC WATER MAIN EXTENSION /FIRE HYDRANT (PERMIT FEE $25.00) NOTE: HYDRANT SERVING PROPERTY BUILT UNDER JOUFLAS DEVELOPMENT TO THE NORTH. TURNOVER DOCUMENTS REQUIRED FOR THIS WATER MAIN ARE SHOWN AT THE END OF THIS LETTER. MR. DAVID S. HILLS OCT. 7, 1987 PAGE 2 4. CURB .CUT /ACCESS /SIDEWALK PERMIT (PERMIT FEE $25.00) INCLUDES ASSOCIATED CHANNELIZATION AT SOUTHEAST CORNER OF STRANDER AND WEST VALLEY HIGHWAY. SIGNAL MODIFICATIONS AND PRIMARY PAVING AND ACCESS TO BE ACCOMPLISHED UNDER THE ADJACENT STRANDER DEVELOPMENT PROJECT TO THE NORTH (JOUFLAS) AND MUST BE ACCOMPLISHED PRIOR TO OCCUPANCY. TURNOVER DOCUMENTS REQUIRED FOR THE PROPOSED PUBLIC SIDEWALK AND CURB AND GUTTER WITH ASSOCIATED DRAINAGE SHALL BE PROVIDED AS OUTLINED AT THE END OF THIS LETTER. ADDITIONAL EASEMENTS FOR SIDEWALK BEYOND CURRENT UTILITY EASEMENT SHALL ALSO BE PROVIDED AT TIME OF TURNOVER. 5. WATER METER PERMIT - 1 -1/2" WATER METER SERVICE (PERMIT FEE $500.00) THE SPECIAL CONNECTION FEE IS WAIVED BY DEVELOPMENT OF PROPOSED PUBLIC WATER MAIN. BY THIS PERMIT THE DEVELOPER SHALL COMPLETE THE BACK OF THE PERMIT. THE DEVELOPER IS OBLIGATED TO CONSTRUCT THE ENTIRE SERVICE LINE AND METER BOX UNDER THIS PERMIT. 6A. LANDSCAPE IRRIGATION PERMIT (PERMIT FEE $25.00) 6B. SEWER EXEMPT IRRIGATION METER (IRRIGATION METER PERMIT FEE $0.00) THIS IRRIGATION METER BOX AND SERVICE SHALL BE BUILT TO CITY STANDARDS BY THE DEVELOPER. TURNOVER DOCUMENTS SHALL BE PROVIDED FOR THE WATER AND SEWER MAIN EXTEN- SIONS AT THEIR COMPLETION AS FOLLOWS: 1. AS -BUILT PLAN 2. REQUEST FOR TURNOVER TO THE CITY BY THE DEVELOPER 3. SIGNED -OFF PERMIT 4. BILL OF SALE 5. LIST OF MATERIALS 6. COPY OF EASEMENTS. IF YOU HAVE ANY QUESTIONS OR I CAN BE OF FURTHER ASSISTANCE, DO NOT HESI- TATE TO CALL ME AT 433 -1856. PHIL FRASER, SENIOR ENGINEER ENCLOSURES: 5 XC: DAVE GRACE /TED FREEMIRE PAT BRODIN DUANE GRIFFIN RICK BEELER BECKY DAVIS BRAD WILLIAMS PERMIT FILE CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 433 -1845 SITE ADDRESS c UTILITY PERMIT APPLICATION (please print) NOT ASSIGNED (SEE LEGAL DESCRIPTION) CONTROL PROPERTY OWNER F00DMAKER INC. ADDRESS 2395 AMER! AN AVE., HAYWARD, CA ENGINEER DAVID EVANS & ASSOCIATES INC. /DICK LOWE ADDRESS 301 716Th AVE SE 417O BELLEVUE._ WA CONTRACTOR ADDRESS PERMITS REQUESTED Sewer Main Extension (private) Sewer Main Extension (public) water Main Extension (private) Water Main Extension (public) Excavation (in public right -of -way) Fire Loop /Hyd.(matn to vault) No: Sizes: Landscape Irrigation Sanitary Side Sewer No: 0 Water Meter - Permanent: No: Sizes: Ilia Meter Address (if different-from site address) al Water Meter - Temporary: No: Sizes: HA Water Meter - Exempt: No: J_ . Sires: " Meter Address (if different front site a ress) WATER METER DEPOSIT NAME "the . ADDRESS /1,t4'S $ 1 h A.4 CITY, ZIP- u,1, 4a �rni ff1 R.lt PHONE 445 -JOS. Shy PHONE(415)783 -! ZIP 94545 PHONE (206)455 - ZIP &sou4 PHONE ZIP Curb Cut /Access /Sidewalk Channeltzatian /Striping /Sign Hauling Moving an Oversized Load Storm Drain Other Other WATER METER BILLING /REIMBURSEIENT NNE I+4€r bfa ADDRESS 1�GS .itiAw. Auer CITY, ZIP ��crd cA ef44 4g" PHONE slay- bfer, MONTHLY SERVICE BILLINGS ® water ® sewer ['metro Q standby NAME 3C. r - PHONE 4114 ADDRESS ZIP r�i 45µr DESCRIPTION OF PROJECT Q Single Family Residential Q Multiple Dwelling: No. units al Hotelx Apartments Other CSI Commercial /Industrial: Office ❑ Warehouse Retail Hospital School /College /University Church 0 Manufacturing Other ksyr ;- M1CCELL"NEOUS INFORMATION NINew Building: Square footage • tIID Remodel /Addition: Square footage o original building space Square footage of additional building space King County assessors valuation of existing structures f Valuation of work to be done $ ❑ Condominiums 1 HEREBY CERTIFY THAT I HAVE READ THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. Applicant /Authorized Agent (signature) al c3 . i•4 -•ilk (print name) V'� • Contact Person (print name) 1011:4,72- Address lOgso� $e(ctwe i (23 /UPA) DATE di. 1(. 0-7 PHONECI;'1 kim PHONE ZIP Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624 -8150 November 13, 1987 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -08 (Foodmaker Inc.) Dear Mr. Griffin, fECENFD CITY OF Tuto;vitA BUILDING per; We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. We have no further comments. Sincerely, MAHAN & DESALVO Bridget Smith 5 cc: Foodmaker Inc. 9330 Balboa Avenue San Diego, California 92123 David Hill Freiheit &.Ho Architects 10940 NE 33rd Place, Suite 202 Bellevue, Washington 98004 C November 5,1987 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 RE: Jack in the Box Restaurant/ Tukwila Dear Mr. Griffin: RECEIVED CITY OF TUKWILA !407 1987 BUILDING DE i"`o° We have recieved plan review comments dated 11/2/87 from the consulting firm of Mahan and DeSalvo, and the following corrections have been made: STRUCTUAL 1. Please see attached letter from Ritten- House -Zemam stating the expected lateral capacity of the piles. The pile tip diameter shall be 8" (see sheet A -13). The soils engineer shall be retained on site during pile driving (see sheet A -13, Note #3). 2. Drawings have been stamped and signed. 3. Special inspection shall be provided for concrete with an F'c of greater than 2000 psi (see sheet A -13, Note 1). 4. Grade beam is referenced to detail 2/A2 from sheets A2, S1, and 52. 6. Please review information provided by Nelson - Bourdages regarding lateral calculations and location of shearwalls. REGULATIONS FOR BARRIER FREE FACILITIES 1. We have moved HNCP parking stall to opposite end of row and have provided ramp and handrail within the sidewalk. 2. The sidewalk at the northwest side of the building has been revised to 5' 0" width (see sheet SD -1).. WASHINGTON STATE ENERGY CODE 1. R--8 slab insulation is shown on details on sheet A -2. Please call me if you have any questions.. Sincerely, FREIHEIT & HO ARCHITECTS INC. Mahan &DeSaavo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 November 2, 1987 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -08 (Foodmaker Inc.) Dear Mr. Griffin, 7I -(r NOV ~3 19871 OF i UKW ILA PLANNING 17;:47. We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following in itemized letter form and resubmit any necessary calculations and or drawings. Structural 1. The soils report received is identical to the previous preliminary report submitted. The soils report states that more detailed information can be provided if a pile foundation is chosen. Provide, in the soils report, lateral capacity of the piles. The drawings call for a pile tip diameter of 7" and the soils report calls for 8" tip. Clarify the discrepancy. Call for the soils engineer to be retained on site during pile driving. 2. Provide a signed architectural stamp on the architectural drawings. 3. Call for special inspection for all concrete with an F'c of greater than 2000 psi. 4. Provide a reference to the structural drawings for grade beam reinforcement. 5. The lateral calculations do not appear to correspond to the conditions on the drawings. Please review the calculations and the drawings and show adequacy for lateral loads. Provide map of shear walls used in the calculations. If it is intended to use interior walls as shear walls, show adequacy of the foundation. Regulations for Barrier Free Facilities 1. The ramp is projecting into the parking stall dimensions which is a violation of Section 7503. 2. 3' -6" sidewalk is an inadequate dimension at the entrance for barrier free access. November 2, 1987 Duane Griffin City of Tukwila Re: 87 -T -08 Page Two Washington State Energy Code 1. Call out insolation at foundation. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Foodmaker Inc. 9330 Balboa Avenue San Diego, California 92123 David Hill Freiheit & Ho Architects 10940 NE 33rd Place, Suite 202 Bellevue, Washington 98004 Mahan &DeSaivo. FR$IHEIT CAS 110 ARCHITECTS, INC.. P.S. [evergreen One, 10940 NE 33rd Place, Suite 202, Bellevue, WA 98004 (206) 827 -2100 • October 23, 1989 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 M E LOCI" 26 1987 CF°TY OF T'UKWii_A PLANNING r :PT. ATTN: DUANE GRIFFIN RE: JACK IN THE BOX RESTAURANT / TUKWILA, WASHINGTON Mr. Griffin: We have received plan review comments from the consulting firm of Mahan and DeSalvo, and the following corrections have been made: STRUCTURAL 1. Enclosed is a copy of the final Soils Report with final recommendations for pile foundations. 2. Provided structural notes regarding plies, trusses, glu -lam beams, and call for soils engineer inspection of pile driving. See Sheet A -13. 3 Enclosed is a copy of the Structural Calculations as prepared by Nelson - Bourdages, Inc., P.S. 4. Sheet A -2 is shown for dimensional purposes. Sheets S -1 and S -2 locate and dimension pile caps. Structural slab will be 7" deep S. See Sheet A -13 for revised foundation notes. 6. Foundation reinforcing is referenced to details on Sheets S -1 and S -2. 7. • Attached are Lateral Calculations' as provided, by Nelson- .Bourdages, Inc., P.S. (J LETTER TO CITY OF. TUKWILA 'October 23,' 1987 REGULATIONS FOR BARRIER FREE 'FACILITIES Handicap_ parking stall has been revised to 9' -0" width with adjacent 3' -6" width access ramp. See Sheet SD -1. •Sidewalk fronting handicap stall access.to building entrance . has been revised to S' -0" width. See Sheet SD-=1; .See Sheet A -12 for grab bar dimensions. .See'Sheet A -12 for clearance dimensions WASHINGTON STATE ENERGY CODE See Sheet SP -1 "Insulaion Notes" for well..and_roo.f insulation.'. If you have any comments or questionsconcerning the above .list of revisions, please feel free to call me: directly.. Sincerely, FREIHEIT AND HO ARCHITECTS, INC., P.B.. David S. 87184.DG. Hills Mahan&DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 September 30, 1987 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 87 -T -08 (Foodmaker Inc.) Dear Mr. Griffin, We have received plans and calculations for the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following in itemized letter form and resubmit any necessary calculations and or drawings. Structural 1. Soils report has only preliminary information for piles. Provide soils report with final recommendations for pile foundation. 2. Provide in structural notes: Pile and foundation information; call for soils engineer to be retained on site for pile driving; truss notes; glu -lam notes. 3. The structural slab calculations appear to contain only the summary sheets. Please provide the complete calculations. Show the F'c used. The structural notes are incorrect for the grade of steel used and appear to be incorrect for the F'c used. 4. The foundation plan does not correspond to the plans shown on Sheets S1 and S2 for pile cap locations. Please clarify. Foundation plan calls for 4" and 7" slab; clarify if and where there is a change in slab thickness. 5. Foundation notes on Sheet A2 do not match structural notes on Sheet A13. Correlate. 6. Detail 1 /A2 calls for 2 - 115 cont T. & B.; the detail shows 1 - /15 cont T. & B. Please clarify. 7. Provide lateral calculations. Check drawings to correspond with calculations. Ordinance 1. No violations were noted. September 30, 1987 Duane Griffin City of Tukwila Re: 87 -T -08 Page Two Regulations for Barrier Free Facilities 1. The parking stall is in violation of Section 7503(d). The ramp cannot extend into the required stall dimensions. 2. The sidewalk at the entrance has an inadequate width for barrier free access. 3. Provide grab bar length. 4. An inadequate clearance dimension is indicated for the lavatory. Washington State Energy Code 1. Specify, on the drawings, insulation used at walls and roof. Sincerely, MAHAN & DESALVO Bridget Smith. cc: Foodmaker Inc. 9330 Balboa Avenue San Diego, California 92123 4 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard MECHANICAL PERMIT APPLICATION Tukwila, Washington 98188 (206) 433 -1845 CONTROL# 89-36P Site Address NOT ASSIGNED (SEE LEGAL DESCRIPTION) Suite# Floor# Project Name /Tenant JACK IN THE BOX. RESTAURANT Valuation of work ,(/ ) Assessors Account # 8702039008 Property Owner FOODMAKE Phone (415) 783 -5680 Address 2395 AMERICAN AVE., HAYWARD, CA., Zip 94545 Applicant SAME AS ABOVE Phone Address Zip Architect /Engineer FREIHEIT AND HO ARCHITECTS, INC., P.S. Phone (206) 827 -2100 Address 10940 NE 33RD PL., #202 BELLEVUE, WA Zip 98004 Contractor License# Phone Address Zip Describe work to be done Indicate the type of equipment to be installed, rating /size of equipment, and number of each: TYPE RATING /SIZE 89,000 Btu /Hr 2,000 CFM 400 CFU GAS HAVC UNIT EXHAUST FAN EXHAUST FAN NUMBER 2 ;Za. !� 2 4 Lr0 1 Two (2) sets of plans must be submitted meeting the application requirements of Section 302(b) and (c), 1985 Uniform Mechanical Code. Roof -top equipment work requires submission of building elevations. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CURRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATIONN ,TO DO THIS WORK. Applicant /Authorized Agent (signature) � AT 1-7; Date 4'7 (print name) DAVID S. HILLS Contact Person (please print) DAVID S. HILLS Phone 827 -2100 OFFICE USE ONLY FEES: Basic Permit Fee (000/322.100) $ / Receipt# Date Paid Unit Fee (000/322.100) 35 Receipt# Date Paid Plan Check Fee (000/345.830) ):2,600:3 Receipt# Date Paid Other ( / ) Receipt# Date Paid TOTAL -- a, (OWES: $ G934 3' TRACKING 1 ' IMILWILIAND1111 OM 4j' BLDG ...f(/ ,Q - l� Approves or ssuance INK PLNG 'pproves nitia s MIMMOMMIIMMEMMUNIM CITY OF TUKWILA 6200,5outhcenter�0oulevard BU': SING PERMIT APPLIC`- TION '] Buildin idkMlla, Naihington 98188 Control #19-3 /.P ' ?06) 433 -1845 Site'Address NOT ASSIGNED (SEE LEGAL DESCRIPTION) Suite# Floor# Project Name /Tenant JACK IN THE BOX RESTAURANT Valuation of Construction /05,73.7.4 Assessors Account# 8702039008 Property Owner FOODMAKER INC. Phone (415) 783 -5680 Address 2395 AMERICAN AVE. HAYWARD, CA Zip 94545 Applicant SAME AS ABOVE Phone Address Zip Architect /Engineer FREIHEIT AND HO ARCHITECT, INC., P.S. Phone (206) 827 -2100 Address 10940 NE 33RD PL #202 BELLEVUE, WA Zip 98004 Contractor License# Phone Address Zip Class of Work: HMO New ❑ Addition ❑ Tenant Improvement ❑ Remodel (residential) 0 Reroof Demolition ❑ Interior Demolition ❑ Other Describe work to be done CONSTRUCT NEW BUILDING Type of Const. (UBC) V -N Occ. Group (UBC) A3 Square footage of entire building 2110 Square footage of tenant space N.A. Building Use RESTAURANT Will there be a change of use? [] Yes p2i No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes ❑ No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS I'IORK. Applicant /Authorized Agent (signature) /(74 Date q' 4 •er7 (print name) DAVID S. HILLS Contact Person (please print) DAVID S. HILLS Phone 827 -2100 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ (o(90.60 Receipt# Date Paid Plan Check Eee (000/345.830) ,f5 Receipt# g9lT7 Date Paid Cf -q-87 Bldg Code Sur Charge (000/386.904) •.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) l Receipt# Date Paid Other ( ) Receipt# Date Paid . *New construction only TOTAL (OWES: $ ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entirq Building: OCC OCC OCC FLOOR USE Occ Tape SQ.FT. LOAD, USE /Occ Tvpe SQ.FT. LOAD USE /Occ Tvoe SO.FT. Inn TOTAL TOTAL SO.FT. OCC. `TOTAL I KMI,KI NG N111•11•11 71IMM■le, DEPT. - DATE IN DATE OUT BLDG ✓61,30 FIRE PLNG qA-f7 PWD °I 0 ff; 0 7- COMMENT pprove or ssuance -01.1 ype o onst. To Mahan: a Date Approved: II-13-.461 Approved (Initial ) Per letter dated Fire Protection: ❑ prin lers 2'Detectors j3 pprove nTtia s I °il O Zoning c-2, Setbacks: N G)L/ S -7`; E ;r W j y Parking stalls required for: Site '',: .Tenant Space Parking stalls provided: Site -n ;Tenant Space ADDITIONAL PARKING STALLS REQUIRED: JIMOMirml Approved (Initials) Per letter /plans dated L -c.ct C.r vl' 10 —v 106000 r V PW4. MAR 7A- 68 SEAT TUK»HILLA, 1SYMBOL UST STUD WALL_ BATT INSULATION RIGID INSULATION (`7. . GYPSUM BOARD ::.......... ........... z O MIN CC O CERAMIC & QUARRY TITLE STEEL CONCRETE ASPHALTIC CONCRETE PAVING EFONDT11 APPROVED SUBJECT 10 ORDINANCE tuG 31 1987 EATT' _ KING CO. K: HEALTH BY... NOTIFY HEALTH DEPARTMEN1 ;zL, Il'JSPECTtO N COMP .'g WORK. P1 -I0NE %. A:i OW en14 NS / NOTES O R(nii • j I=L /\44 ARCHITECTURAL A -2 FOUNDATION PLAN & DETAILS A -3 FLOOR PLAN. GEN. NOTES & DETAILS A-4 SCHEDULES A -5 REFLECTED CEILING PLAN A-6 A-7 ROOF PLAN & DETAILS ROOF 'DETAILS A -8 ROOF FRAMING PLAN & DETAILS A -9 TYPICAL SECTIONS & DETAILS A -10 EXTERIOR ELEVATIONS A-11 EXTERIOR DETAILS A -12 INTERIOR DETAILS & ELEVATIONS A-13 A -14 STANDARD STRUCTURAL DETAILS DECOR SHEET SP -1 z cc O SP: = ICATIONS SP -2 SPECIFICATIONS PLUMBING PS -1 SITE PLAN P -1 LEGEND. SPEC'S. & SO-EDULES P -2 FLOOR PLAN & WASTE VENT PIPING P -3 FLOOR PLAN & GAS & WATER PIPING P-4 KITCHEN ROUGH -IN PLAN & DETAILS P-5 M-1 SPEOPICAT1ONS MECHANICAL SPECIFICATIONS M -2 SPECIFICATIONS M -3 EQUIPMENT SCHEDULES M-4 I HVAC FLOOR PLAN & HVAC ROOF PLAN M -5 DETAILS & WIRING DIAGRAMS M -6 EXHAUST 1400D & DETAILS M -7 MISCELLANEOUS DETAILS & SPECIFICATIONS M -8 HOOD FIRE SYSTEM ES-1 kLECTRICAL E -1 E -2 SITE PLAN SINGLE LINE DIAGRAM. LEGEND SPECS & SO-EDULES ELECT. ROOF PLAN. SO-IED. DET. & NOTES E -4 l 103 1 ROOM .1 UMEER ROOM NAME COLOR & MATERIAL SEE COLOR SCNED DETAIL NUMBER SHEET N'.;. -+tfR DOOR NUMBER SEE DOOR SO-ED OWNER: FOODMAKER. INC. FMI) NOTE: ALL VERTICAL DIMENSIONS ARE FROM TOP OF SLAB INTERIOR ELEV. NO. SHEET NUMBER SECTION NUMBER SHEET NUMBER X08 % LEGAL .JURISDICTION: BUILDING CODE: BUILDING AREA: SEATING PLANNING ZONE: OCCUPANCY: TYPE OF CONSTRUCTION: PARKING REQUIREMENTS: 4 V 1__, LIGHTING PLAN, SO -TEU. & DETAILS POWER PLAN, EQUIP. SC} ED. & NOTES ELECT. EQUIP. PLAN. DET. & NOTES z O E-6 ENERGY MANAGEMENT PLANS & DETAILS E-7 POS SYSTEMS PLANS & DETAILS E -8 FILE COPY I understand that the Plan Check approvals subject to errors and omissions and approva pans does not authorize the violation of any adoptcd ccde or ordinance. Receipt of contra copy of approved plans acknowledged By ... :-.)--.-xvo---)-?, 1 ----)t-- , 2,-. Date ".t f 11: Permit No .) torn X FOOD SERVICE 2 3 4 5 EQUIPMENT PLANS SCHEDULES SO-ECL i ES EQUIP. ELEVATIONS EQUIP. ELEVATIONS EQUIP. ELEVATIONS i�- wit CO EQUIP. ELEVATION S & POWER COLUMN K -7 EQUIP. ELEVATIONS z In 0 co N 1 N 0) 0 w_ 0 z 9330 BALBOA AVENUE r w LAI Cle CL w (1) OV MOO NprtIOVED ht0V MI AS S'4UttU PARKING PROVIDED: MISC. KITCHEN EQUIPMENT DETAILS MISC. KITO-EN EQUIPMENT DETAILS MISC. KITCHEN EQUIPMENT DETAIL GRIME STAND DETAILS 6UILOINO 01vIS1ON 131111.011113 DEPtf "' i� 111 111I1►1 t 1 (11 i 111111111111111111111111 `'I H1111111 w 1111 9 11111111111 111 1111 1 106496 Scale 1"-20' 0' 20' 40' 60' • -- 03x- 26 Power Pole Sanitary Sewer Esm't per S.P. 084 -85, Length not dimensioned *ALSO PUBLIC UTILIT!ES ESM'TI AFN. 87021804.18 • 23 A.L.T.A. SURVEY A Portion of Gov. Lot 11 in the NE 1/4 of the NW 1/4 of Section 25, Township 23 North, Range 4 East, WrM. City of Tukwila, King County, Washington CONTACT LIST LEGEND Boundary Line Set rebar /cap, L.S. #23856 Spot Elevation Contour Line Conc. Pipe Fence Line Edge of Pavement Tree P.S.P. & L. 230 KV Transmission Line 2a.() 5 0 22. S.E. cor. Lot 2 --) Fnd. iron rod w/ cap marked "ESM 15661" Pipeline test prob liA w- Petroleum 229 tt ,�I 3 ---� -- -- - -N 0 1 .2. -1 - --9..._..11�! -- ___ ..____�A - _ �a ;s... p f} - -� _ IC Petroleum Pi elfin sign - r - - - - - ! -Co c. pad warning sign Power vault (1.7 tall ) City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 General Information: (206) 433 -1800 Byron Sneva, Public Works Director (206) 433 -1850 Dyane Griffin, Building Official (206) 433 -1852 Rick Beeler, Planning Director (206) 433 -1849 Don Morrison, City Administrator (206) 433 -1832 Puget Sound Power and Light 2255 South 223rd Street Des Moines, WA 98188 Neil Parke, District Engineer (206)824 -6200 a2 Power Pole w/ g 2 5.00 i 2a. , 2x.6 60' 23.1 2a. Test Nit # I .ale _ 173.84_ 11 'yam r2a I t', Power vault (0.75' tall) 16' / 23 / " * 2b• PUBLIC UTILITIES EASEMENT AFN. 8702100645 4" m apple tree -1 / 1/ 1 1 - ` 1 \ 1 v } \�J ` , / ( , \-)• r1, '- r 2a.Q t --- • ) y 1 � 23.6 f. . `1 ' \rte \ ' ` . -; \ - � 1 ~ J �„or es) Toe posat ./ \6e v, V No .r CO 0 ma C CCS u#„ PUBLIC UTILITIES ESM'T. AFN. 8702180420 A=91 °13'32" R r_, #3 1 3 Barbed wire fence 2x.2 a• y 00' L =55.73' Le% Water valve 26 c 2� ''..s. FiII PiJe- \ y • .1 • o 2a Test Pit #2 Utilities I~ sm't A.F. #6525398 Power pole w/1.0' x-arm 6,.1 overhang, lines 'N -S 3.61x 6.3' conc. pad w/ 4.5' tail metal traffic control box on top 2a. \ 6110 x 3.0911 tele. "J " box I2 "Ii x 3.5' tall �.-- � � 2a��/ 6052,o®tt ' a�9 y.h E.dge Fog L the '0 2q, N 2ar�'I Petroleum top of ® n. vi N1ox r (.4 r 5 234 1' a• ti) Q.oD J• ° of gravel fill for power 1�' a substation to south '-al' 2,, ec ,.ism LO cc c0 Test Pit #4 23.a 23• 3.5`x 2.5' lid for traffic signal box Painted Crosswalk 26.0 .0 ,T raff� c signal light on 2 p base 25.h e W - anitary M.H., rim= 26.19' �� I.E. 8 conc. from N. 19.09 , I.E. 8 conc. to S. =18.89' I.E. e" conc. from W. = 19.09' bet 26 `t Turn Lars - a 6 ea �_,._- tS -Water vaive 391.5 41. Ana M.H., rim = 25.24' pipe =16.24' 0 'p Cyclone fence Petroleum line paint marks Tele. p ai nt mark y Pacific Northwest Bell Telephone 1 100 Olive Way Seattle, WA 981001 Any customer service representative (206) 345 -3459 State of Washington Department of Transportation 9611 S.E. 36th Street Mercer Island, \VA 98040 Tim Wicks, Engineer (206) 233 -2349 Olympic Pipeline Company 2319 Lind Avenue Renton, WA 98055 (206)226 -8880 ZONING This property is zoned C -2 (Regional Retail Business) Building Setback requirements are as follows: Front yard: Side yard: Rear yard: 20 feet 10 feet 10 feet Landscape Setback requirements are as follows: Front yard: Side yard: Rear yard: PARKING 10 feet 5 feet -0- The parking requirement for this site is 1 space for each 50 square feet of gross floor area. I.L. 12" cone. 2a 5 ru INert= 23.40' ---- - •---•- - - Ditch - 5 - liighway S.R. I.E. 12" conc. \ culvert =23.54' Fnd. iron rod w/ cap marked "ESM 15661" West extension S. line Lot 2 i} 26. 8i) Sanitary M.H. , rim= 25.67 I.E. 8"conc. from N. =16.97' I.E. 8" conc. from W.=16.57' I .E . 8" conc. to_ S. '0 o`L 26°_Water valves Fire hydrant "39 ', 2 6'Pet'roieum Pipeline Water M. H ., rim = 25.94' top of vaive wheel =21.94' SURVEYOR'S METES AND BOUNDS DESCRIPTION (Not to be Used for Conveyance of Property) A tract of land in Section 25, Township 23 North, Range 4 East of the Willamette Meridian, King County, Washington, being Lot 2 of the Glacier Park Compal)y Short Plat, City of Renton Short Plat No. 084 -85, recorded under King County Reconlittg No. 8702039008, and being more particularly described as follows: BEGINNING at the Southeast corner of said Lot 2; TI -FENCE North 01° 21' 49" West, 189.94 feet to the Northeast corner of said Lot 2; THENCE Westerly, 158.94 feet along the arc of a 970.00 foot radius curve concave Southerly through a central angle of 09° 23' 17 "; TIIENCE Southwesterly, 55.73 feet along the arc of a 35 foot radius curve concave Southeasterly through a central angle of 91° 13' 32" to the Easterly line of \Vest Valley Highway (SR -181); THENCE South 08° 52' East, 136.90 feet to the Southwest corner of said Lot 2; T1IENCE South 87° 52' 29" East, 172.02 feet to the POINT OF BEGINNING. SUBJECT TO easements and reservations as depicted on said Short Plat No. 084 -85. LEGAI. MSC I :IPTION Lot 2, Glacier Park Co. Short Plat, SII. PL- 084 -85, according to short plat recorded in Volume 53, page 249, in King County, Washington, under A.F. No. 8702039008. Situate in the City of Tukwila, County of King, State of Washington. BENCFIMARK DATIIM Benchmark is City of Renton Benchmark #909 Railroad Spike 1.0 up \Vest face Power Pole at the Southwest corner of building receiving arca of Cello'ISag Company on West Valley Highway - Elevation = 25.66' ® Site benchtii`ark is railroad spike 0.50' up East face Power Pole at the East side of West Valley Highway near center of West property line. Elevation = 26.61' BASIS OF BEARING Basis of bearing is the South line of Lot 2, Glacier Park Co. Short Plat, SH. PL.-084-85. AREA CALCULATIONS. Total Site Area = 33,330 sq. ft. (0:765 acres) Areas shown have been rounded to the nearest 10 square feet, or 0.001 acre. This is consistent with boundary line dimensions to the nearest 0.01 of a foot. NOTES This site lies within seismic Zone 3. Easements and reservations shown on this map were based solely upon a title report provided to Barghausen Consulting Engineers, Inc., by the client and no further research by Barghausen Consulting Engineers, Inc., has been attempted. FLOOD PLAIN Per City of Renton copy of FEMA Map No. 530088 -004B, this site is in Zone C, "area of minimal flooding." - >' -;_'- Catch Basin, rim - 23.18' 1.E.12" conc. to N.= 21.38' 31 JULY 87 "sign ADDED ESM'TS. NOTED AS " *" HEREON FROM TRANSAMERICA TITLE INSURANCE CO. SECOND COMMITMENT DATED MAY 12, 1987. - , .,� �' 1 . R.W. MURSELL PLS. #23856 5087 CERTII,ICATION To Foodmaker, Inc.; and TRANSAMERICA TITLE INSURANCE Co. l`hereby certify that on the'ttth day of June, 1987: (a) this map of survey is based on a field survey made by me on the ground in accor- dance with the Washington State code of practice and correctly shows (i) the boundaries and areas of the subject property and the size, location and type of buildings and improvements thereon (if any) arid the distance therefrom to the nearest facing exterior boundary lines of the subject property; (ii) the location of all rights -of -way, easements and any other matters of record (or of which I have knowledge or have been advised, areas whether the subject property showing the number oof parkin the perking parking provided ar ^ ` thereby; (iv) All abutting streets providing access to the subject property whetter public or private, together with the width and name thereof; and (v) all other significant items on the subject property; (b) except as shown on the survey, there are no 0) encroachments upon the subject property by improvements on any adjoining properly; (ii) encroachments on adjoining property, streets or alleys by any improvements on.the subject property, (iii) party walls, (iv) no streams, rivers, springs, ponds, lakes, ditches or drains located or bordering on or running through the subject property (v) gaps, gores or overlaps between the boun- daries of the subject property and the boundaries of and adjoining parcels or roads, highways, streets sr alleys and (vi) all parcels which comprise and subject property are contiguous; (c) All required building set back lines on the subject property are located as shown hereon; (d) All public and private roads, highways, streets and alleys running adjacent to or upon the subject property are shown; (e) All physical evidence of boundary lines and lines of possession or occupancy have been shown ar.,i proper notation made where in conflict with the legal description of record; (f) except as shown on the survey, there are no discrepancies between the boundary lines of the subject property as shown on the survey and as described in the legal description of record and there are not deficiencies in the quantity of the land described in the legal description of record; and (g) except as shown on the survey, none of rho buildings and improvements shown on this survey violates any setback requirements, laws, rules or regulations. � r � Richard W. Mursell P.L.S. #23856 1 TITLE CO CITY OF iu1 UI A. BUILDING DEPT, RECEIVED CITY OF TUKWILA SEP 4: 1987 BUILDII Deer: r cr, cc- w x. o stt co I° o Horizontal 4"- d .g o .0 a 0 < 0 111111! (jl�lll�I1t1 I;1 IIII 1l i.2 t1 t: 1111111111111 1 7, 111/1111 111 111 1 3 1 11 (IT (c f1, 11111111 1,111 IIII !li' IIII I11■11ill 1111 1 111 111i 111111 111111 111111 III 4 No.,„ fir 91, S'l 61, 1 il!1illlliii1II 1 111111111 IIII 11,11 6 1,w 1111 nil mthill STAMP • C mom e, ve V C1, aD c e . W .MM M C lW w to r SL ; o RI *a 0) to C " C.. Blrs ® o°. eit 0 -C1C vitt, 3 a .0 0 C) L SEP 4 1987 INFORMATION FOR OWNERS USE ONLY Site Plan Notes SELECTION DISPLAY. INTERCOM STATION STANDARD POLE SIGN (CONDU(T AND WIRING cBoYNEIL.ERC.). CONTR. SIGN IN L L & STAATION HOOK-UF) BY SIGN 2" x 4" REDWOOD HEADER. REFUSE CONTAINER, SEE DETAIL AERIAL LIGHTS. (SYMBOL ) CONCRETE DRIVE AND CONCRETE CURB. - 1/2" 6 x 6 10/10 EWM - #4 BAR AT TRAFFIC EDGES 6" CONCRETE CURB EXISTING CONCRETE APPROACH TO REMAIN. EXISTING CONCRETE APPROACH TO BE REMOVED. NEW CONCRETE: APPROACH, EXISTING CONCRETE SIDEWALK. NEW 4" CONCRETE SIDEWALK. STERILIZE SOIL WITH WEED KII 4' F (:*fu._ g, CENTERLINE OF 4" WIDE WHITE PAINTED LINES. PAINTED ARROWS WHITE. ALL. CONCRETE WORK ON PUBLIC PROPERTY TO COMPLY WITH ALL LOCAL STANDARDS. 6'O" LONG PRECAST CONC. WHEEL STOPS. General Conditions GENERAL CONTRACTORS SHALL NOTE THAT ALL WORK TO BE DONE SUCH AS EXCAVATIONS, TRENCHES, CAISSONS, WALLS, ETC. AS INDICATED ON DRAWINGS IS SHOWN WITHOUT KNOWLEDGE OF UN- DERGROUND UTILITIES ON THIS PARTICU- LAR SITE. THE ARCHITECT AND OWNER ASSUME NO RESPONSIBILITY FOR DE- TERMINING THEIR LOCATION, SIZE, DEPTH OR HAZARD. CONST TYPE: v. N PROP. ZONE: FIRE ZONE: Legal Description: . . _ Lot 2, Glacivr Pari; Co. Short Pbt 45 according to 0011 Plat recnfdtql Ve3ru-blii51;pnge 2 t9, in king C'ounty, under- A F Ninv.--X"*To-NlittObit. Si LUAC...itt..3.ift. Cit)' of I uk.wiI.h ..State -\‘'-a-shillAtoll--- : C 11321'49'4 189.94' 5,...eNakpmar,17 0-12,211 ; Desk t t441 "VI /2 • ;,fn rot,' 11 :+0, kr• . , 4;4%r r Ca; 91,„ N.0 fr.'1 rey t !I .....f_ _AR ? 1.1001... OM.. M V 01.040...........",........."11.........................414.................~ ...MO ..MW 0 .WOOMOW...0411WW04....M.',# ...11.1. TRASH ENCL. PER,- DTL, PLANTER PLANTER S87.052'29E 172.04' TRANSCO I\ MER ON CONC. PAD \ ) .5111.- PLANTER CONC. P V 117'-0' 1 SP A.C. PAVING OF- Ivei'VVA'r 0E12. 14.w L2' ift.EPHONE 'J BOXS TO BE RELOCATED 1.11" 11' tie"..a...11te 014 1.51 PLANTER SIGN PER 10/SD4 AMI PLANTE 24'-O' • , POWER POLE 4.5'R Roar OVERHANG T YP, A 4- \k \ ' ‘1(.• \pc4±7.-c..17-7: enm• "TL..41..V4 L rw 8'R (q) PLANTER D'R PLANTER C5 ti or roalows0.1whoopow.....wm.omorroo.tomoo , , romPOIrewmorWouto00....0.01.4""" 17 50 OYitiNe) Or4iveWAry To, L tt L Da-Mx:9023V' R=97.00' Lx185.94' STRANDER BLVD, (UNIMPROVED) DV OTHERS 1 DEL TA-2,91 piy 32' TRAPFIC SIGNAL LIGHT TRAFFIC SIGNAL SOX rriexpe.)4,„ 431 7 4:74-4 yv.b. Fir-e ,wyrit2,-4,0,4T SITE PLAN SCALE: 1/16° 11-0" e:"AN ".; irtEcrivrr) c•ty Or OK JAILA BUILDING DEPT, cr LL. 0 LU 5 4 0 REGISTERED OH, cc 0 3 0 • ••• ■• • • .• , • .4" i_144f.4.' • 4 - S.t 11111111111 1 11 1111111 1111111 21 1 y.111111111 1 1 1 1 1/ 111 1 1111 111 ' 1 1 f 1 ! 1 1 1 1 f (6..; 1 1 6 , 1 1,11 , di ft di 011 1 6 8 1 19 19 IV - 1 IH11,1■1'111,11f11111111Y,11111,11■ii1 Ifrili1H11111iiiilfh1111MHI 1111111111H Hifildidlli1HP.111111111111111111111HHHIIHITI1 EASE EDGE s3 CONT. A. C. PAVING .3 CONT. 1" RAO. ISOLATION JOINT MATERIAL FORMED KEYWAY NOTE: IF JT. I5 SAWCUT CUT MUST BE MACE WITHIN 24 FRS. OF CONCRETE POUR TOP OF PAVING NOTE THICKEN EDGE ONLY IF WI EEL LOADS CAN CROSS TI-1E JT. NOTE: Jr. FORt CO WITH REMOVEABLE MEMBER. NO PERMANENT METAL. PLASTIC OR W000 FORMS. (5 Z 10) TAPERED CONCRETE GURU SAWCUT AT CONCRETE CONCRETE AGAINST LONG CONCRETE CONTROL JOINT 3/8• RADIUS 1 ,JOINT Is TROWELED 6:06-.1010 E,W.Wii. ATE WALK RAM' DOWN 8.33Z MAX 1433Iu1 EROCH FINISH PEfVlDIC UR TO SIVE ITI✓ r b C. L STOPI1 DRAIN THRU S .0EWALK ISOLATION JOINT MATERIAL 1MF RE tOCAM NOTE: SIB PLUMBING DRUG. FOR LOCATION OF PPE ( ROOF DRAINS x PAINT SLOPE WE 14 LTYP. NOTE; SO4 ON PAVEMENT OF PARKING SPAS VERIFY OESION Wa LOCAL. AUTHDRITY TYPICAL CONCRETE CURB STORM DRAIN UNDER CONCRETE WALK EXPANSOtI JOINT AT CONCRETE HANDICAP RAMP AT CONCRETE CURB PAINTED HANDICAP SYMBOL AT PARKING STALL tai tO SCALE 0 IP ♦ STL. PIPE. FILL L i+/ CONCRETE CO ICO eEENT WASH CAP LACIOBT MESH AT 1L► ok I tIZ. S/4" 4 STL. Rota. WIELD TO13•fSTE.a rAft WEA1HEFFROOF RECEPTACLE HOT WATER HOSE 8IBB i ItW.HB. ) 4•�PIPE WWI '5 AT 68' We VERTICAL. GROUT ALL CELLS SOLID F.D. -T' r C.I. 3O �Sy O SEWER BUILDING 3,4. L.W. � 2' 5d/4• ANGLE FM ME £ BRACES r 4 SM.. PIPE. WE ..L' TO ANGLE tft 1 0 14 1 r MASONRY WALL C FACE O330< TO MATCH BLOC HIES FOR CAW I30L.TS GRACE THICKF 4 AC PAVING to C z 5 03 /� Pr o' :` d• 0,0 J� .. 0 '' t O 00 Y < `444,111111111.9;01/41 • Ocy SECTION — TRASH ENCLOSURE PLAN -JAM TRASH ENCLOSURE SalLe i vr=v -0' 6• STL. PIPE. FILL W/ CONC.. PADNIT 3/4` , STL ROD WELD TO V j 5TL. PIPE SLIDING LATCH ( OOLCO •207 2X2WA 4• ANGLE RINE 0 cc T -1-11 SIDING W/ ix W000 TRIM AT EDGES W/ S/8°' 4 CARRIAGE DOLTS TO FRAME t icam MORTAR JT. LEI BRICK TO WATCH BJtONO K RTAR .R. 2, 001'C. BOO( MORTAR JT.TO OE RAH & SMOOTH 3, SEE SITE PUN FOR LOCATION OF TRASH EtCLOSURE acINE BOLTS c STANLEY •ioio -Ie• 1 PAIR 4• CONC. SLAB W/ t0/10 C W.Wx T+ ii stow it EDGE TRIM WASHER r, tECOVED CITY OF TUKIMIL A S E P 4. 1987 BUILDING DE r; w CONCRETE COMDRETE CAPE AT GATE POST WL,Es Yoixi' r ' , 'DWI-01NQ DO* 1 11 1 1 1,11111111111 1 1 1 1 11 :!L 7,L TL I 0 1111 1111 WI 111111111 1111111!1 1 1111 111! 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If IRR1OATION BLUEVE IDCTASL ur, VG ArAlTS 211 V CONDUCTOR TO AUPa L PSI' 0F• EX1WI SLACA 1AI WIE TEA bCI-1 80 PVC NIPPLIf I PvcuMi4 nn- 1►li '1 xSx OR `ib" EA.. 3X` H 2141 cvm. APE LODER WIELEcncicAL TAf'E _ ay WRAP6 . 1bit 3 -111.170 4TIC If:�3 AM TK VANE Sc( ! rE SCI CATOhl WA m001/40 RncK UTO ATIa VALVE ; P SERIES Alfa. {AV 4t, AC`' SIZE 149 SWUM t L' P-UP E 7' HMO h. '1a 1.: —90' PVC, eLeeki E is tvl4-fCH ffisco i L4T RRL Llt'E Ala LEND .. " �VIOj�J�iOE, Q1. 0 IVO 9 DIICdIPTIQN /5 5.2/x' 7ES, 4'» -f :'P gwr~/3/eDL.4G -/A /5 , -LE-ie' ,4:5-' ?'rapyi P�7- -xy, .5_,/ /r 1' ,r ,, s. c p / : - 5Ea e % E S , „ ' 1 . lie @_ /5f , . r- /T2/P ES, /7 um- pow n. yen /e /e_` er.„ec s: / %&S7 -, q•X /5 @ /_5PS /, / 33I77- ei/A-s /77 /5.L's? 4)< /3 @ /5 /5- ` - P51, (1 �`.7, 4 JG @. 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WASHINGTON REGISTERED LANDSCAPE ARCHITECT metal s-140 L Alfa SO 6' 7 IIECED crrY of TUKW1LA SEP 4 BUILDING 0' I 1/ tf • DRAWN BY: w 0 03 Z 0 6 1..L z uJ CD w co 0 0 —I CO Ling co 0 PO P* 11141ILIIE ASSEMELY IJTS IR .. R1IATiQN ... SEP4 1987 r 111111111 1 1 11 1111111 ill 1 1 4'11 7,11 r 1 !'llil!!lh li!!!W{11ll!I! 1!1!1111! 1111 111 2 111 1j 01 I!Iliill!11�i1 1'11111111 111 4 9 l! ill J 1111 111111111 No 12 1' 111111111 fr 1111 6 If 6111111 • .t•tt' ,t• : :( —4— \. 24' 40 40 06 5 C,01-1T. t A r47:47i1T7r; 11 g.2 41,e, Re{ ()R.C.0.-1a1-17 ts ' Lo ED tA; 3 (2') .-14 C.:i:2107.. r. -:•i- — ---1 ,... I _ • • — • - I i • _..1 -I I "V • •.„._,.., 1 1 .- F1 L. F.' CA r" 71.--i r:=2) • 1 - 1 J Fe)R g is' 5 Vt-1-\1■1 (;:l 0) 0 0 w (3: w 1 Lj - 1 Oki La7:1 () 61_1 €3 GUI?, F3 F - 4" FrILe cAr. ---- > A .1 C.11Z, EA/,‘ r r t w w -- 4 -4- 1 -X- 1 cc 0 z cc 1) 4 _ '511;0 00 —1°11..."..fg.10r. 1 -471R1P Cof. 4 7 '- z'- a' 1 0' - t.. COL. ' FDere, I 5ptsr fii I 57.1RUC-TU RA LASPLA \I\ 1 - E.) k--:11NIF 31-10VA4, -C* 3 FOR 13ALANC..E.- OF -11P-1F, 2 - j 21-a 6 410" 1) 0 Li LE F7I (:A F EC-- 1 DNA • 2 1 1 tr. (4-.4 - REGISTERED HI riECL.,:tit7X) CITY OF TUKWILA ,) V.Icty • . 'BUILDINO DEPT. o , !,.r. '.. ■•• - 4.. c,' ....1 , i ' '' \ r I' ,-' i„: rk• 1 1 ., '.`, .. I ,, i'l, ' '." s 1„ Z• .:..i.e' '71,, • It \ ' , : 1 .• C3 w /..,.........".., **a..., 4.4,4.4....4,1 -; , - A • S • , . • 11111111111111111111111111 '1 .li1,1 t.1 ILI 1 •1 1: 2 4 3'. 1111111111111111 I 4,3 ! , L0,',1 1 i /1 ! ! 114 ;$) ; 17, uJ)tI 0) 0 1 LL tV11.8 "44 (44g, 5a 10' -CP IV , ' eweeAel. 44",re hl ei2R. cuges peTA,IV, (6. • 1 )4ta 6 # Cls.oLS15. 0,11 KM. weeel.e.10.101.001.111,1110eMa* 111E,7,PLE COL VOZIP 5c-cse Mi() I, 2.c.a rilD0 541 6 qrs f74.RTIAL STRUCTURAL SLAZ, /44 = e>if T. e,-JeNti(-11,4F, HaNJ, '& t4„1-4,4‘14e OF 5087 Ft As Kt i I 1 11 z 11111111111,111111111111111111 1 1 111111111 2 1 1 111111111 1 01 11111111111111 111 11111(i 8 111111111 1111 4 rE$11.linf_R ffiLff G S641-10J IL, 1) !!" is 7, 110) 1 11111111111111‘1111;111111111111111111111111111111111111111111 011111 I" 0 1.- 01 r.:-/--),""ir- 1 k / -11- ! 11 \J 1 \ x 1 - r'ILr4 4470 • if •••••■111.142.011.,..111.. REGISTERED RI HARD 0. FREIHUT S1M Of WASHISSINI 111ECLIVED eny OF TUKWILA 'BUILDING Mvr 1' (r) z 0 ISSUE DATE: BUILDING TYPE: JOB NUMBER: /0101•11.....000.0.11,1194 .th. z 0 cc LL 9330 BALBOA AVENUE .3-4Q " :›fe ts- 32'-6" 7/8" STUCCO ( PLYWOOD, WHERE OCCURS ) E.N. / WALL WHERE PLY1N000 8. stt.ca) OCCURS (TYR) 2x6 STUOS AT 1.6" o/c FINISH / PLAN 2x6 P.T.SILL PLATE W/ 5/•4 x A.f3. AT 48'o/c U.N.O. PER SCHEDULE B.IMINATE CURB AT SLAB/PLAN oulap amowara forrox,,,, •■••••••••• 01111104c 1111BANOP .10■14,00 .41.4•M". .4101•4011.110 •Party 3/8 DIA. POWER RIVEN PINS AT 60' O.C. 3i.Oi4 F.O.S. SEE NOTE FOR STUD 1'-9 V4*LAYCUT AT DRIVE-THRii TYPICAL EXTERIOR FOOTING SCALE I 1%1'.-0• PLUNGING WALL WHERE OCCURS V4' AIR SPACE E. N. / WALL 1•-1 V4* I4'-9 V2• CLR. 5'-1* 7•-8- 6 3/4' 4 3/4' F.13.-V2* FA.-V21 1'.-6* MIN. 0 GRADE BEAM AT SHEAR WALL 5/8" DIA. x 18" AEL AT 32' o/c 1-6• 3'-8 3/4' 2x STUDS AT 1S' o/c INTERIOR FISH / SCHEDULE 3/8' 4 POWDER DRIVEN PINS AT 60' ofc TYP. ' CONCRETE a.AB PER NOTE FOUNDATION NOTES 7 l',Vrt2,9UP--ri, eeLAiti e'N P FV/LiNti.04-riot.1 e'$2- EA el/ Girsi .4." ePp r)*1 Y,N;ueo WilweSr+V Cy !mks,/ wt, WI \,/,4140f2- ft11 CONCRETE SHALL AVE 28 DAY COMPRESS- ION STRENGTH OF SA1a0P.S.I. SET FLOOR SINKS. FLOOR HINGES. AND FLOOR DRAINS FLUSH WITH FINISH FLOOR (MESS OTFERWISE NOTED. SET FLOOR SINKS IN ACCORDANCE WITH •1-E LOCAL GOVEFNING AGENCIES. F FLOOR SINKS ARE REQUIRED TO BE INSTALLED ABOVE FLOOR LEVEL. THE GDERAL CONTRACTOR SHALL NOTIFY 11-E ARCHITECT. SEE FLOCR PLAN OR SCYEDU.E FOR FLOOR MATERIALS. VERIFY LOCATION CF ALL FLOOR SINKS AND FLOOR RAM WITH F,SE, ORAwlICS AND PLUMBING DRAWINGS PRIOR TO INSTALLATIOt VERIFY LOCATIONS CF ALL EQUIPMENT CURBS. CeRF.SSICNS, BLOCK-OUTS NC SPECIAL CONCRETE ANISES WITH ARCHITECTURAL AND FS.E. DRAWINGS. CCNCRETE SLAB FINISH AT TILE. PAVERS MO OTKR SIMILAR R.00RING MATERIALS SHALL RECEIVE A FLOAT FINISH SEE DRAWINGS FOR LOCATIONS. SEE SPECFICATIONS FOR ANY SPECIAL INSTRUCTIONS. ALL INTERIOR WOOD 511.0 PARTITIONS TO HAVE ThE FOLLOWING CONCRETE CURB OrrIENSKINS. MD SIZE CLRB SIZE 2 x 4' 4 3/4 W x 5 1/2' H 2 x 6' 6 3/4 W x 5 1/2' H 2 x 8' 83/4Wx5 vr H 4LLEXT. 6 V8" V/ x 5 V2' H ALL 2 x PERIMETS1 (SIDE WAW WALLS HJST BE COORDINATED W/TRUSS LOCATIONS. LeITIE 3R0 STUD FROM F.OS. WST BE 45 1/2• TO CF STUD TIEN 48' O.C. EVERY 3R0 STUD TIEREAFTER. CI ALL CURB OPENINGS TO BE 2' GREATER THAN DOOR WIDTHS. TM. FOR INT. DOORS. F 0 0 0 0 SEE NOTE 8 FOR MID LAYOUT )0{-• ■••••" • • TING SCHEDULE 3"-0* SO. x • 7-6' SO. x 18' 12' x 1311 MIN. x 24' MIN. F.O.S. • FACE OF SUB FAL. FACE OF CONC. FDP. e FACE OF POST ei&L.,5 e59 gNISI ttft so 4. 5/8' DIA. 18" A13. AT 48' O.C. TYPICAL ALL PERKT11 FTG'S 51) w z 3'10 1/2' 3'-10 1/2' Post r144.1 H3. ( SEE PLAN ) 5/84 x 24' A.B. AT HD2 r+ x 30* A.B. AT FIX 1 V810 x 3tr A.B. AT 109 11800141 SLAB. PER NOTE 6x6 POST 55* / RECEIVED CITY OF 'TUKWILA cc,/ 1 13 19P, I BUILDING DEVC • 0 BUILDING TYPE: MARK 8C6 POST BASE CAP LINE CF EXT. SLAB f— SEE NOTE FOR REINFORCING 6 3/4* -rfir` % w a 57 -re 43.14, eia '1-V u,A-T1•4 z J. • "7--227777011111— 11111%V/1' SEE SGIEILLE FOR REItsFCRCING OB NUMBER: C■1 CV (14 0 w z (.5 (0 0 NIIIIIIIIIMSMINIONs SEE SCHEDLLE L.1 TYPICAL EXTERIOR POST FOOTING SCALD re11-04 1 1 11111 1 1111 1 di 1 , 1:11 11111111111 I, 1 1111 H1 111 2 1 11 0 I 11111111 111 111 1111 6 1111 1111 1111111 31 81 IL 1111 1111 111111111 111 9 1,11111111111111111 I 6 No 18 1' 1 g 011)11 0 cC 0 IA. z cc 109242 • F.O.S. r-6' 1E- 4.-4' 32'-6' 1T -2. t' OF COL. AND BLU'G KM_ SEE SI-EET MO FOR ACO. INFCRMAT ION 16' -3' F.S.E. TRAIL LINES N.1 .C. ROOF -DRAIN ` DOWNSPOUT. DISCHARGE AT S I0c \MACK OR GRADE. SEE PLUMING DRAWINGS (TYPICAL) F.O.S. Ial ►:4■ _ r IRS t14 L EXIT SIGN -. - ._. ._. DRY STORAGE F.O.S. Lim JL GALLEY i PREP. ROOF ACCESS LADDER_ CENTER ON WALL 136 �Fr) - - UNDER ROOF ACCESS HATCH 0 FO �r- 1 1AUST HOODS N.I.C. SCE GETS. 5/8' PLYWOOD BACKING ROM COOLER TO DRIVE -ThRU WALL COUNTER AT DRIVE -THRLL WINDOW. SEE NOTE 5 'THIS SHEET & rrl•IStMit ::: • VEST. Lai DINE 5/8' PLY.... BACKING THIS WALL 8'-6 3/4` 6' -0' Et J PUBLIC i TILE )< CARP. orrr SIGN RI :rt. EXIT SIGN _±!:141fi - RT F.O.S. TEMP. GL E0. E0. 4' -0' 2'-7' 2'-7' . TEMP. GL. Ea. EO. 1"7 RV 111111100001 8' -0' 8'-0' 4'-0' 4'-0' Y`:4 ritinqq, 4' -0' 52'-6' OE PL N SCALE V4M' -0' 50S (I 1 11 1 111 II I1III II c,; 1 111 JJI 1: 11!1 1111111;1 1 1 7. 111!11111 111 111111111 0 !1li I 1111 3 4 Ij IIIii�IIl�IIili ll 6 Ill Ii au 1, � <) 111H1!111li11 ni111111,111il{!;IIIIIIIIIi 1' NO. 18 !111k r. 1111 11!ihi ii!;Ii!1!111!1111 N 6 3/4' 2x6 STIRS AT 161'o/c FINISH / PLAN & SCHEDULE 2x6 TRTO. PLATE TILE BASE, FLOOR TILE TO MATCH Li] TYPICAL 2x6 INTERIOR PARTITI N SCALE; 2x6 STUDS AT 16' o/c FINISH / PLAN & SCI-EDL1<E 2x4 TRTO. PLATE TILE BASE, MATCH FLOOR TILE rI TYPICAL 2x4 INTERIOR PARTITION SCALE: 1' -1'-o. 2x8 STUDS AT 1S'o/c FINISH / PLAN & SCHEDULE 1 TYP. 2x8 ELECT. PANEL PARTITION SCALE: SCALE: 1'1'-0 SPACE PLYWOOD SHEAR PANELS ( SEE FRAMING PLAN SHIT. A ) 2x6 STNS AT 16'o/c FINISH / PLAN 8 SCHEME 246 TRTD. PLATES bd OAK TRIM CAWET BASE & R.00RIIG [41 TYP. DBL. 2x6 INTERIOR SHEAR WALL SCALES 14r-o' TYPICAL EXTERIOR PARTITION ( TILE SCALE* 11%44 -0' EXTERIOR FINISH, SEE EXTERIOR ELEV. 92. PANEL WHEN! INDICATED BY SHT AS METAL TRIM AT STLUC00 2x6 STUDS AT 16'o/c FINISH / PLAN & SCHfDU. E 2x6 TRIO. PLATE eQ OAK TRIM • 6 V8' 161 TYPi(AL EXTERIOR PARTITION ( CARPET sCALEs GENERAL NOTES 1. FOC MAKER INC. SHALL PROVIDE PORTABLE FIRE EXTIN3UIStERS PER LOCAL FIRE MARSHAL GE 4. CONTR. TO INSTALL. 2. SEE F000 SERVICE EQUIP. SO-ED. &1 DECOR a POR ITEMS RJRNISHfD BY OTHERS & INSTALLED BY 684. CONTRACTOR. • 3. ALL EXTERIOR WALLS SHALL BE 2x6 WOOD STUDS AT 16' O.C. W/ 5/8' TYPE "X' GYP. B0. ON T1E INTERIOR FACE. 4. ALL INTERIOR WALLS SHALL BE 2x6 W000 STUDS AT 16. O.C. W/ 5/8' TYPE 'X• GYP. B0. ON BOTH SIDES HAN. 5. ALL EXIT 000RS SHALL BE OPENABLE FROM THE INSIDE W/O SPECIAL KNOWLEDGE OR EFFORT OF THE USE OF A KEY. 6. ALL DRAPES. CURTAINS & DECORATIVE MATERIAL PROVIDED AND/OR MtSTAU..ED BY THE GEN. CONTR. SHALL BE MADE MOM N14-RAI4114ABLE MAT. OR TREATED WiF A E RETARDANT AS APPROVED BY THE LOCAL FEE MARSHAL.. 7. ALL FINISH SURFACES OF WALL & CEILING MATERIALS SHALL NOT EXCEED A RAKE SPREAD RATING OF 200 & A SMOKE DENSITY RATING OF 450. 8. FOR EXTERIOR WALL TREATMENT. SIM EXTERIOR B.EVATi0NS. 9. ALL EXPOSED MING : a s LAVATORIES AT TOILET ROOMS SHALL BE INSULATED W/FOAM REFRIG. PIPE P LATtON. 10. ALL ARCHITECT RAC. GLAZING WITHIN 48' OF DOORS SHALL BE TB4'ERED- NCLUDING GLAZING OF DOORS. 11. GM, CONTR. SWILL 0008 INAti'E HIS WORK OF THE W/ 1 f' WOFIK FOOD SERVICE EQUIPMENT FSE.) CONTRACTOR. RACTOR. 12. ALL EXTERIOR 000RS SWL BE WEATI RSTRIPPEO. AU. EXTERIOR JOINTS AROI U WINDOWS. & DOOR FRAMES, A AT ALL PENETRATIONS TM BUILDING ENVELOPE SHALL BE .4t ED USING SEALANTS &. CAULKING. 13. KITCFIE7N EQUIPMENT & F.M.I. FURNISHED E4UIP. SHOWN DASI483. 14. SEE KITCHEN 1RAWIVGS RJR INFORMATION REGARDING WAUC -IN BODES. 15. GENERAL. CONTRACTOR TO ORDER I O 14T t AT ORIVE-11RJ WINDOW EARLY. INSTALL BEFORE E INSTALLATION OF WINDOW IRAN 1C AP NOTES t HOMO ACTNATELI DOOR OPENING HARDWARE 70 BE MOUNTED 30" TO 44' ABOVE THE FLOOR MD BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE. 2- 33Q%33. 2. MAXVUi BART TO %E WE DOORS SHALL NOT DOMED 8.5 POUNDS FOR EXTBtIOR 000RS AND 5 POUNDS FOR P4 EEiOR DOORS. 2-330302 3. ALL REQUIRED EMIT DOORWAYS. V CUING MICE AEA. SHtALL.. HAVE A MINIMUM 32' CLEAR OP8*1G WITH TNE 0008 AT 90' TO THE CLOSED POSITION. 3-e)L 4. W jt.IMLIM WIGHT GE THESE= TO BE V2'. MAXIMUM VERTICAL CHAD AT EDGE IS 1/4' WITH A MAXI BEVB. OF 45.' 2.3303GX3. 5. ONE WHEELCHAIR SEATING SPACE FOR EACH 20 SEATS SHALL BE PROVIDED WITH A MINIMUM OF ONE SPACE. 2.6113. DRAWN BY: ISSUE DATE: 0 z (fl 1 co 6. PROVICE A 12' EQUILATERAL TRIANGLE VERTEX POINTING IP) ON DOORS OT NEWS S FACLITIES MD A 12' DIAMETER CIRCLE ON DOOR TO WW I'S FACILITIES. TNFSE SYMBOLS SNOW) BE OF CONTRASTING COLOR 1/4' THICK AND CENTISIM ON THE DOOR 60' HIGH. 20t711(d) 3. 7. ` WIDTH AND HEIGHT CF REQUIRED EXIT DOORWAYS TO CC .Y WITH BUILDNG COLE 5330444, or (TITLE 24, S2- 33034I. 8. EXITS SHALL SE ILLUMINATED AT ANY TIME THE BUIIDt 3 IS cXXLPIa WITH LIGHT HEAVING AN INTSISITY OF NOT LaoS THAN ONE FOOT-C. LE AT FLOOR LEVO.. EFLAOING CODE 9. PROVIDE EXIT SIGNS Pet BUILDING 000E S3314 Cab . ee Luca ECE D OF 7UKWILA- i.�.l SEP 4 19810 IL PROVIDE AI''PRONED EXITING ILLUMINATION MO ILLLHPNUTED BUIL.L tN1J D Deli SIG 4S. TITLE 24, $2-3312 434)-14-1,2.3). 1L PROVIDE AMRONED PANIC HARDWARE ON EXIT DOORS. TITLE 24. S3300(c0. S2 -3315. NO S2-335. 12. INTERIOR RP4t9I 991. E3E PROVIDED IN ACCORDANCE WITH TITLE 24 54204 AS FOLLOWS' CLASS I- VBtTlCAL SCLOSLIRES CLASS II-CORRIDORS; CLASS I I I-fH00MS. cm( OF T '.,N t.r.. ' BUILDING [.IL • t ( U Z W 0 LL SAN DIEGO, CA 92123 4470 REGISTERED ARCH TECT MAIL; Ur Ww.•u" u.. 1987 t0133. FNSH SCHED TILE FLOOR CERAMIC WALL TILE QUARRY TILE RIM C_wY TILE BASE W.G.B. W.G.B. W.G.B. G.B. V.W.C. A.C.T. V.W.C. (3.13. C.T. G.B. CARPET NIC) Q.T. FLOOR TO 13E 6x6 SQUARE GRID PATTERN Q.T. BASE TO EE 65(5 V2' COMM) Wi LLLNOSE C.T. G.B. F.R.P. LAY -1N F.R.P. LAY -N PAINT LAY -IN Q.G.T. A.G.T. PAINT PAINT PAIN' FACT. FACT. FACT. PAINT FACT. DRAWN BY CLOSER HINGE RIM CYL. CYL GUS PANIC BAR Phil. PLATE CI.ASER KICK PLATE , PANIC ISAR ADAMS RUE '680236 BUTTS CLOSER t • KICK r3.l 1E V2 PP STANEY'FV9.3 V2'x3 1121'.US 138 1 QUALITY "331-E,S 138 2 QUALITY 448.138 V'HIGH 1 FALCON LS- 131-138 i FALCON •84141 -U8 3 PR STANLEY TEB -V9.4 Y2'x4 112' NRP. FIAT. MORTISEPRIP+E COAT 2 YALE 6601602 SERIES 2 QUALITY '3 QUALITY •48 260 V' HIGH PEMCO "2S-AV-42 FIN PRE -FIN PAM' OUVER LABEL IR SCHEDULE FRA THRESH HDW TYPE FIN PRE-FIN RE 'ARKS KAWNEEFt 1313.2(45 QFFSET) 6' AUK Y2'HIGH FALCON "8410:138 W F - C8�0�B�C01 3k10' VIEW PANEL W/Sf� STa'S M9Elarmaltr' DOOR VIEWER � umeRaUr coat r � o cb Ar ram rei rem rem o Q ireamrealrmAr= 1/2 Pp STANLEY F83 -179 4 19254 V2' NRP. STANLEY FIES-V94 V2"t4 V2' FULL FALCON LM 2630 e4 138 UCN 4116+1 ALLMIP H IVES 1'452.8 10B ,FARM PENCO •TO-AV 2 GAELI P9 STEB_ ZINC COMM tYJALITY •450. 31xtr.138 QUALITY •48.013. 13'•IGH :1.0SER KICK PLATE DOOR VIEWER PUSH PLATE PULL LCN • 4114 M.138 QUALITY •48 LAS 138 OUALfTY •890. 138 FULL MORTISE. PRIME COAT YALE '601602 SERIES QUAD TY •40. 3'x126. 138 OUALITY '45O3k12'.138 FALCON '6411138 PFM00 •2S-AV-35 STN,LEY IF V9 3 V2)6 V2' LISP 0 • • -050'4). 13/4' B Q 3' -0•yc -7 -0• � A p - o•- x-6' -s• Es � QUALITY '432-85 138 w 0 z J m 40 z 0 cc 0 LL ccz 0 u. EXTERIOR EXTERIOR 0 INTERIOR w m U Z SAN DIEGO, CA 92123 LL. TEMP. GL 03 0 ONE -WAY MIRROR GLASS SET IN HOLLOW META. FRAME TYP. PAINT ALL INT. 00CR FRAMF.S RECEIVED CRY OF TUi(W1LA c s. P 11 1987 j� BUILDMI DEEPI IV!: !: CIlY OF 'ia LA vvILA (9) INTERIOR EXTERIOR • tt" ur • 3UJL01!"1 Dal; 1987' 11 11111111 1 i' 1111 1:� 1 111!11111111!1 i 01 111111111 !ll I!II ijlii ! lji'I1111j111j111I, 41 6 18 1111 11111111111111 1, 1111 11111111?I1i111li1111( Ilil ;) 9 it f: 7 WI I !111111111!!!! !I11 !Whin 11!I 1!11 I!iljllll AM Cs-) ICY I GLASS GLASS S. PANEL S. PA a I I I z 0 cc 0 LL ccz 0 u. EXTERIOR EXTERIOR 0 INTERIOR w m U Z SAN DIEGO, CA 92123 LL. TEMP. GL 03 0 ONE -WAY MIRROR GLASS SET IN HOLLOW META. FRAME TYP. PAINT ALL INT. 00CR FRAMF.S RECEIVED CRY OF TUi(W1LA c s. P 11 1987 j� BUILDMI DEEPI IV!: !: CIlY OF 'ia LA vvILA (9) INTERIOR EXTERIOR • tt" ur • 3UJL01!"1 Dal; 1987' 11 11111111 1 i' 1111 1:� 1 111!11111111!1 i 01 111111111 !ll I!II ijlii ! lji'I1111j111j111I, 41 6 18 1111 11111111111111 1, 1111 11111111?I1i111li1111( Ilil ;) 9 it f: 7 WI I !111111111!!!! !I11 !Whin 11!I 1!11 I!iljllll AM Cs-) ICY tl GLASS GLASS S. PANi3. S. PAM. z 0 cc 0 LL ccz 0 u. EXTERIOR EXTERIOR 0 INTERIOR w m U Z SAN DIEGO, CA 92123 LL. TEMP. GL 03 0 ONE -WAY MIRROR GLASS SET IN HOLLOW META. FRAME TYP. PAINT ALL INT. 00CR FRAMF.S RECEIVED CRY OF TUi(W1LA c s. P 11 1987 j� BUILDMI DEEPI IV!: !: CIlY OF 'ia LA vvILA (9) INTERIOR EXTERIOR • tt" ur • 3UJL01!"1 Dal; 1987' 11 11111111 1 i' 1111 1:� 1 111!11111111!1 i 01 111111111 !ll I!II ijlii ! lji'I1111j111j111I, 41 6 18 1111 11111111111111 1, 1111 11111111?I1i111li1111( Ilil ;) 9 it f: 7 WI I !111111111!!!! !I11 !Whin 11!I 1!11 I!iljllll Atl" GLASS GLASS S. PANE. S. PANEL z 0 cc 0 LL ccz 0 u. EXTERIOR EXTERIOR 0 INTERIOR w m U Z SAN DIEGO, CA 92123 LL. TEMP. GL 03 0 ONE -WAY MIRROR GLASS SET IN HOLLOW META. FRAME TYP. PAINT ALL INT. 00CR FRAMF.S RECEIVED CRY OF TUi(W1LA c s. P 11 1987 j� BUILDMI DEEPI IV!: !: CIlY OF 'ia LA vvILA (9) INTERIOR EXTERIOR • tt" ur • 3UJL01!"1 Dal; 1987' 11 11111111 1 i' 1111 1:� 1 111!11111111!1 i 01 111111111 !ll I!II ijlii ! lji'I1111j111j111I, 41 6 18 1111 11111111111111 1, 1111 11111111?I1i111li1111( Ilil ;) 9 it f: 7 WI I !111111111!!!! !I11 !Whin 11!I 1!11 I!iljllll 104242 TES 1. ALL HEIGHTS SHOWN ARE FROM TOP OF CONCRETE SLAB. CEILING LE'/EEL CHANGE SEE VT. A4 ROOM FINISH SCI - D LE DRY - STORAGE SOLID BLOCKING AT CEILING GRID LEVEL 2. ALL AC DIFFUSE32S & GRILLES. LIGHT FIXTURE TRIMS, ETC. IN PUBLIC AREAS TO BE PAINTED TO MATCH ADJACENT. TOOT. T-BAR SYSTEM 3. REFER TO HOOD PLANS FOR EXACT SIZE & LOCATION OF EXHAUST HOODS & EXH. DUCT SHAFTS. INT. FINISH / SCI -EDULE KITCHEN- SERVICE PLYWOOD SOFFIT PER OTL. JOINTS TO FALL ON PRE -FAB FRAMING WITS ABOVE PUBLIC-DINING 1x2 OM TRIM 1x6 3/4' OAK TRIM PLASTIC FACED T-BAR SUSP. CLG. SYSTEM 4. LATERAL FORCE BRACING FOR SUSPENDED ACOUSTIC TILE CEILING= PROVIDE 4"12 GAUGE WIRES SECURED TO MAIN RU MER WITHIN 2' OF CROSS RIHR INTER- SECT ION & SPLAYED 90 DEG. FROM EACH OTHER & AT ANGLE NOT TO EXCEED 45 DEG. FROM PLANE OF CEILING. THESE HORIZ. RESTRAINT POINTS SHALL BE PLACED 12' -0' O.C. IN 100TH DIRECTIONS W/FIRST POINT WITHIN 4 Fi±1 OF EACH WALL. ATTACH NT CF TFE RESTRAINT WIRES TO TFE STRUCTURE ABOVE SHALL BE ADEQUATE FOR TFE LOAD ItPOSED. z ch C4 T N 0) U C w uuuuIuuuuuuuu$uUuhIut z cc 4_ CEILING TILE =BGEND W.I. BOX C EU 1G CLOSURE AT WI BOXES SCALE; 1 V2-t' -0' ■ ■■ ARE COFFERED CEILING PROVIDED IDE-D BY OWNER) TYP. 3m. THREADED ROD W/ r WASHERS AT EACH END 0 2x2 FLUORESCENT FIXTURE OOIFFUSER PANEL) 2x2 FLUORESCENT FIXTURE (OPEN GRID) 2x4 FLUORESCENT FIXTURE (DIFFUSER PANEL) 1x4 FLUORESCENT FIXTURE (SURFACE MTD) PEM1 4T MTD. FIXTURE FURNISHED BY OWNER INSTALLED BY G.C. MENU BOARD _-> SU'PLIEI] BY FMI RECESSED DOWN LIGHT SUPPLY AIR DIFFUSER RETURN AIR GRILLE E)C-IAUST GRILLE 2 x 2 COFFERS] CEILING W/ FLUORESCENT FIXTURE (DIFFUSER PkIIEL) w cn 0) len 0 RD SUPP RT SCALE= 1 1/2' -1' -0' TYP. ROOF TRUSS. SEE ROOF FRAMING PLAN 1'-9' 4' -0' 4' -10' 4'-10' 4' -' 1 4.-0. L 4' -13* 2x4 • 4' -0' o/c (TYP.) _ 1 ER. FIFE RATED AREA AROU O DUCT SHAFT SCALE V4ti1-O' SUSP. AC. CEILING 4470 RECEIVED CITY OF TUKVWILA SEA' 4 1987 BU1WIW W(. err; OF i 1`.'IAi1 .A z m 0 I RD O. FR�I' STAtt of busnim un UMIOUS CLG. COFFER !.W y'ot 1 SEP 4 1987 111 f� T f.i ii 7 Y 1111 II41 li;1ilill 1111 11 II1 111 0 1111 1111111111 E� 18 1L.. 111111111111!I 111111411 1'1 4 9 1111 .111111111 111 1j1�1I;II1II ljl�lj! 'al 6! N-- .�.18 a .1. 1 I f. 17� a�) (1 IIII IIII�1��! llI 11Ilil�'Hi�!°I!i!11�1111�1!!i !O*242 08L. 2x6 KING SILOS 4x6 8lKG. W/ ENJWALL • 2x6 TRIMMER W/ 15d AT 12'o/c 2x6 TRIMMER W/ 16d AT 8'o /c DBL. 2x6 TRIMMER 7'-6' OD. S' -8' O. -O.1 \_.4x6 KING POST HEADER STRAP SCALE= 1' "1' -0' TRIM STUD AT HEADER SCALE: 1.°1' -0. RAYPAK MOOEL. "133 THWS WATER HEATER E. N. / ROOF PLYWOOD CRICKET' (TYPICAL) ,l YORK 7 TON 9 (1670•) A7) TYP. 4 x 4 SLEEPER. SET-IN MASTIC TYP. (SHIM LEVEL FOR EQUIP.) ROOF ACCESS HATCH SEE B. N. / ROOF WEB BLOCKING E.N. / ` ROOF (STAGGERED) 2x6 TOP PLATE CONT. Z w 0 O WEB BLOCKING U3512 HANGER — JOIST PER PLAN JOIST PER PLAN BF_AM PER PLAN LU > 0 CJ3 ..� U.R. 3' -3' PLATFOI DRAG TIE JOIST TO BEAM AT DINING LLj 0 SCALED 1M O W EQUAL MECHANICAL UNIT. SEE SHEET M2 SHEET METAL RASH 4G 4x6 TOP PLATE LINE OF RIDGE BN. / ROOF MST60 STRAP ( USE 16dx2' NAILS 17'-6° •/ TOP. OF PARAPET PLYWOOD CRICKET —3 13'-0 5/8' +/- TOP OF SHT.'6 2 x TAPERED CURB. TOP TO BE LEVEL. CANT STRIP BUILT -' ROOFING CLASS A BUILT -'.P ROOF SEE SPECIFICATIONS 2x6 STIR 16d AT 8 o/c PLYWOOD SHEATHING 2x FRAMED OPENING CANT STRIP TYPICAL BUILDING TYPE: STRAP AT ROOF SHEATHING SCALE= 1" -r-O. MECH. EQUIP. CURB TYP. B. N. / ROOF ( 2 ROWS- STAGGERED ) 24 GA. G.I. SHEET METAL CORNER CAP FROM ONE PIECE E. N. / WALL cc 0 LL z 0 4x6 TOP PLATE 2x6 TOP PLATE W/ I6d At 12'o/c 2x6 STUDS AT 16" o/c GRIP EDGE m 0 2x6 CEILING JOISTS SCALE V4"l' -O• cc � I_.thI I1ffl �1� "IIIIIIII 111 1 1 1111 11111111111 71 ll1 I!ll1 1111 1 1111 1 �II;11I1 11 I111 I1 l H 11111111 1 i L. 1111 Iii 1111 9 1111 I�1 Iii 1 +1 ill l,ll 111111111 4 J 1 g II 1 IIH Ililllill!1�1111111 111111111 61 Z un [ 1111, 1'1111!11111 2x STUDS AT 16' o/c ( PLUMING WALL ) TOP OF INTERIOR SAAR WALL TYPICAL CORNER CAP 4 AT EACH Ate WIT BY GEN. CONTR. FOLD AT SEAM & SOWER RECEVED Cm OF TU WWILA S E r t' 1987 CORNER CAP DETAL 101334 MECHANICAL EQUIPMENT Y4' ANGLE STRAP EA. SIDE ATTACH TO LADDER SIDE RAILS W/ 5/811 M.B. 5/8' x 4' BOLT INTO LEAD PLUG CANT STRIP & FLASHING 24 GA. G.I. FLASHING SLOT ILO HOLE 2 V256/8" STL. FLAT B LADDER SIDE RAIL. GRIND ALL EDGES SMOOTH ROOFING PER SPEC. 1. b STL. DOWELS • 12' o/c. WELD TO LADDER SIDE RAILS 3/8'x2 1/2'x2 V2' 11) STEEL DOWEL FLOOR PLATE 3/8' TH<. LADDER SIDE RAIL STL LADDER TO ROOF SCALE: 3' -1/-0' LADDER DETAIL SCALES T -1'-0' ROO RANGER BEYOND TO STRUCT. ABOVE SEE � en 6x16 BEAM DNAUST DUCT 6x6 POST BEYO1:1 22 GA. PAINTED METAL CAP 24 GA. SHEET METAL CAP 2x CURB W/ CANT COWER RAS 1 NG 2-UIYERS TYPE X 5/8° GYP. 80.-TAPE & STAGGER JOINTS 2x6 CLG. .oisTs 2x10 HORIZONTAL ROOFING PER SPECFK;ATION 5/8' TYPE 'X' GYP. BO. 2x6 STIRS • 16'o/c TYPICAL EXTERIOR WALL W/2 LAYERS TYPE -X GYP. BO. INTERIOR FINISH SEE SC1fCU E 2x6 COL. TOP PLATE EXTERIOR FINISH PREFAB TRUSS SEE DETAIL 4/A7 FOR WALL CONDITION NOTES GRILL H000 SEE __ MECHANICAL 6' -1 V2° ST. STD. WALL FLASHING R RNISFED & INSTALLED BY F000 SERVICE EQUIP. CONTR. OVER MILL B0. & TYPE -X 5/8' GYP. BO. ,lxis'i HANGER 2x6 JOISTS • 16'o/c 1-HR. SHAFT AT CREASE EXHAUST DUCT SCALE= 3/4' •1' -0' 1-HR. SHAFT AT GR - SE EXHAUST DUCT SCALE= 3/4'4-0' PREENS METAL CAP SCALE= T-1'-041 RAY -PAK W. HTR. PLATFORM BILCO TYPE -S GALV. BONOED ---- - 21- 6"x3' -0" ROOF ACCESS HATCH W/ LOCKING DEVICE CANT STRAP ROOFING PER SPEC. CANT STRIP ROOFING PER SPECIFICATION BILCO TYPES GALV. BONDED 7- 6'x3' -0' R CF ACcSS HATCH W/ LOCKING DEVICE LT. WT. CONC. TILE ( TYPICAL ) 2x4 STUDS AT 16' o/c 4x4 BLOCKING ..._ --•- -- 1/2' PLYWOOD W/ 8d AT 6' o/c SCALE: r-r-o• LT. WT. CON.. TILE 1/7--- ( TYPICAL. ) V2' PLYWOOD W/ Bd Ai 6" o/c 2x4 BLOCKING 2x4 BLOCKING 'HI' CLIP AT 24'o/c 'A35' CLIPS AT 24' o/c N1' CLP AT 24'o/c co 1 1 Itl� ce z O cc 0 u. 0 z O 2-2x6 SIJSPFICE] MUM TYP. JOIST SEE SHEET A8 A/C UNIT CURB DETAL ., JOF HATCH ENCLOSURE SCALE= 3/4' -,'-0' 2I! E L 12" o.G-• 2x STUDS AT 16-o /o TYPICAL 2x4 DUO. W/ 3-16d EA. BLOCK A/C UNIT, SEE HECHANICAL INE'OPREINE PAD FOR A/C MOUNTING V2' PLYWOOD SIDING 2x4 PREFAB FRAMING :• AT 24' o/c 2x4 RSD.F. SE. CIR. SEE " DETAIL 2x4 BLKG. W/ 3-16d EA. BLOCK 2x4 RSDF. SEL. CDR. 24 GA. G.I. SHEET METAL GOR NFR CAP, SEE 24 GA. COUNTER R.ASHING PREFORMED METAL 0R3 PAINTED STEEL LADDER SEE DETAIL 2x4 BLOCKING 'A35' CLIP AT 24' o/c -DRAWN BY: W O W 01 4 4 2 BUILDING TYPE: U Z foomowo eC3 �oP`o' ' 1/2• PLYWOOD W/ 8d AT 6' o/ V2' PLYWOOD N// 8d AT 6' o/c CEIL.. 2x FRAMING AT ROOF OPENING TYPICAL r ALUM. SOFFIT VENT CC T. -1/4' MAXI1414 MASH OPENING SEE DETAIL E;unzuta4 V2' PLYWOOD SOFFIT (TYP.) MAKES P AIR CURB DETAL SCALD 1 1,r • 1 !II1111 TYPICAL SOFT VENT 111'11!Ii111111111 111 f :l! 1 z, I I r 1IIJ "! X11! 'llliil!'�I!Il 11!I lI;I 111 2 111111 11111111 I. O)T II!!i!!!IfiI11 !Il NMI I�{llll�fii�{ I i�l�l�l lil 1 '4j 5 G 1,9 11 11 i!i,l!;,;I !;1 No 1H 6",,„' • . ... -.. .. �Y �` �7, 1wJ t !I0;1'111111 111;111!I�i11111!IilHI M Iilli'i111 MANSARD AT WE WALL 0 ' : K$LA ciiy MANSARD AT FRONT / REAR 1 16!242 32'-6' GEKERAL NOTES MANSARD-SEE DETAIL PREFABRICATED ROOF TRUSSES SINPSCN HI CLIP AT 24' o/c 2x SOLID BIM AT 48. O.C. TYPICAL 3/8' PLYWOOD (MIND ORAFTSTOP • 60' O.0 MAX. SA36 STRAP AT LEDGER SPLICE pr ,L. -fi,.J I, PREFABRICATED 2 x 4 FRAMING UNITS AT 24' o/c TYP. PER DTL. `1 LINE OF PARAPET ABOVE 3/4' STRUCT -1 T&G PLYWOOD (EXT. GLUE) INOEX 48/24 W/ iOd AT 6' Q.C. E.N. & B.N. & 13'O.C. FN. (SEE GENL NOTE 0) 3/8' PLYWOOD (MIN.) DRAF f STOP • 60' O.C. MAX. A. FURNISHED & DELIVEM3 BY FMI. UNLOADED & INSTALLED BY GEN.. CONTRACTOR B. SHOP DRAWINGS= FMI WILL PROVIDE SHOP DRAWINGS WHICH HAVE BEEN PREPARED BY THE MANUFACTURER. C. 684. CONTR. RESPONSIBILITY 13d AT 4' o/c FOR LENGTH CF 4' -0' EN. PLYWOOD EN. PLYWOOD OR STUCCO LAN WI ERE OCCURS 2. PROTECT TRUSSES DURING I. NL.AADIN3. STORAGE & CONST. MANSARD FRAMING UNITS AT 24'o/c SEE DTI SIMPSON HGR 3/8' PLY SHEAR PANEL 8d AT 61 a/c EN. 8d AT 12' o/c F.N. 2x6 STWS AT 16'o/c PLYWOOD SHEAR PANEL WF€RE 0(X 2S 2x10 CONT. WITH 16d AT 8' o/c STAGGERED 2x10 LEDGER WITH 3-16d EA. STUD & EA. BLOCK SCALE: 1' -i -0' LINE OF MANSARD / ROOF OVERHANG MANSARD LE GER DETAL SCALE: 1'.1' -0' 4. THE WORK SHALL INCLUDE INSTALLATION OF THE TRUSSES. TRUSS BLOCKING PANELS. BRACING & OTHER ITEMS NOTED ON THE DRAWINGS & SHOP DRAWINGS. PLYWOOD DIAPFRAGM PLACEJENT AND NAILING MUST BE INSPECTED MD APPROVED BEFORE COVERING. SA36 STRAP AT 8' -0'o/c DRAWN BY: 2x WEB STIFFEIh RS EACH SIDE W/ 12' TJ1 / 35X JOISTS AT 48'o/c SCALE: 1'6T -0' B.N./ROOF ENTIRE LENGTH OF TJI) TYPICAL BEAM TO JOIST CONNECTION W /SA 36 SINN' OF TJI) SHOP FABRICATED 12' TJI/35X,...14 K' (TRUSS JOISTS) AT 48' O.C. TYPICAL SHOP FABRICATED 16' TJI/35X (TRUSS JOISTS) AT 48' O.C. TYPICAL 2 x 4 OIAG, BRACE AT 48' O.C. Pc- 60 4x e SIMPSON HI AT 24' o/c A35 CLIP AT 24' o/c E. N. 10d AT 4'o/c FULL LENGTH OF ax 3 PANEL.S T2' TJ1 / 35X J3IS7 ---- PLYWOOD PER PLAN I 2; = a; • it= = rcwas 1=716 w. I a BEAM. PER PLAN _1 SA36 STRAP AT EDGER SPLICE 2x SOLID BLK6 AT 48° O.C. TYPICAL MANSARD TRUSSES AT24'o/c SEE DTL. 2 x 12 Mt AT 48' o/c 3/8' PLY SHEAR PANEL 8dAT6' o/c EN. 8d AT 12' o/c FN. 2x6 STUDS AT 16 "o/c STUD BELOW JOIST CC MUM CAP SEE FRAMING Pi.AX AS POST. PAR PLAN SEE FRAMING PLAN AS ti • LU z 0 co SCALE= 11%.1,-0' SCALE: 1%1'-O" 1 • N U O (%M■:) W_ 0 �a Q w .la 0 W W Q Q 0 fYl O3 LI= !I TYP. EXT. FRONT 1 REAR WALL COM. 13 d AT 4' o/c FOR 4' -0' LENGTH TYP. POST TO BEAM CONNECTION flN�riiri� + a \ M j . WEB BLKG. W/ 4-16d o,c,)>" 52'-6' SIfAR WALL SCHEDULE O U. z /C° pl 3 'D E.AL 8. ad AT 5/8' CIA. AB. (STR.I) W /8d AT 6' O.C. 12' O.C. - FN. AT 48' O.C. i SINPSON HGR MANSARD FRAMING UNIT AT 24'o/c. SEE DTL WADER, PER PLAT z ca 0 MIIG PLN SCALE 1/4' -l' -0' 3/8' PLYWOOD Sd AT 3° O.C. 3/4' CIA. A.B. (STRJ) BOTH STIES W/ - E.N. & 8d AT 12' O.C. - FN. AT 16' O.C. CC L6. 3/8' PLYWOOD EN. & 8d AT 5/8' W/8d AT 6. O.C. 2' O.C. FN. AT 48' O.C. 2 x 6 STUDS AT 16' o/c V /8' PLY SHEAR PANEL 8d AT 6' o/c EN. 8d AI 12' o/c FN. HUC68 HANGER RECEIVED clTY OF 1U10111L.A 16d AT 8'o% S P A: 1987 BUILDING Dom: 4x6 POST A35 CLIP / BRACE TO BEAM 3/8' PLYWOOD BN. & EN. & 5/8' DIA. A.B. (S R.1) W/8d AT 4' O.C. 8d AT 12' O.C. FN. AT 32' O.C. SCALE: 1%,T-0. TYP. EXT. SIDEWALL TO JOIST BRACE TYP. EXTERIOR POST TO BEAM COIN. 111111 111`111111 1I. i i i 1: 1111111!1111111111 11111111111 1 `I.`. di ! 0 111ll111111 l 1 1111 1 i1111111 1111;1(1;1 T 1111 1111h111 1111 1 111 11 111 1111 111111111 111 4 9 11111111 111 1111 11111111,11 111`1 11 I II 1111 Ills g W] T G S EP 4 198 Ver 100142 NECK UNITS TO HE MOUNTED LEVEL (TYPICAL) r - -6 I I\ 1 1 \� �---- 1 L__� ,/ J 1 ■ PREP. F� DRY STORAGE LONGITUDONAL MECH. UNITS TO BE MOU■TED LEVEL (TYP) —Th r l I I I II I-•UMW• • STEEL LADDER SCALE= V4'11' -0• PREFABRICATED T.J.I. TRUSSES . AT 48' O.C. SEE ROOF FRAMING PLAN SHT A -7 ist • 2x6 C.J. AT 16' O.C. TYP. 5/8' GYP. BOARD TYP. SIM. TOP OF SLAB 03 1 N 0 1,11 v, 0 TYPOCAL COSS S SCALE: V4%1 * -0' TYPOCAL CLOSS s SCALE= V4"1' -0' 2x6 BLOCKING 6x61. TOP PLATE BNJ ROOF 3'-0' SARI DIEGO, CA 92123 ISSUE DATE: orlARK 7A —S 0 Z I 2 - . ' 7 ,� , :1:c:11:3 ' o da y� ` r. . Y yQy ♦'� q :- 4 L' ti� cf- U25 JOIST HANGER 2x6 CEILING JOISTS, SEE A8 2x6 STIR EA. SIDE W/ 4 -16d TO BEAM / ROOF -- MST60 STRAP W/ 16d x 2' NAILS 1 4xE BM. 4- W/ EN. -- 10d AT 4' o/c FOR 41-0' LENGTH 1-12' ANCHOR TJ1 JOIST AT 48' a/c 0 ti z 0 #TERIOR FINISH. SEE SHT. A4 Mate w! 111404.1.. Z ., CO ,._._.._...2x BLOCKING N(tERIOR FINISH / PLAN & SCHEDULE 2x STLOS AT 16b/c EXTEND 2x12 LEDGER 3' -0' MIN. W/ 12-16d AT 3' O.C. STAGGERED TO 6x6 TOP PLATE 6x16 DF SEL. STR. 2x12 BUM. — AT 48' o/c f2 BAYS) -t- RECE MD CITY OF TUKW1LA ?1r Sim AT 16'0/c 2x4 SILO EACH SIDE W/ 4 -16d TO BEAM POST PER PLAN p 1.OW BEAK FINISH / EXTERIOR O.EVATIOPG SCALE! 1 V2'6r-0' CLG. JOIST TO WALL COMECTION 2x6 KING STIR W/ 3-16d TO BEAM EN..f WALL SCALEa1 1/2'1' -0' INTER LATE WALL AT CE LING JOIST -+- BEAM TO WALL STRAP AT DEG sca:E=1~1•-o• SEP 4 1 ill 111 2 1 !HI HI! 1111 z 1111 ...... _... cII 1N. 11111111111111 1111 1111 L 1111 111 4 1I1 ,191 19 1111:11111111.1 1111 111 111111 11 1111 1, 1111 1111 Z III! iuy11___._� !!!!!!!!!1!!!!! 10t242 I. SCUPPER SCUPPER . A11.. All REAR ELEVATION TEXTURED EXT. S i7CCO (500) PAINTED METAL CAP L �i) •:ALEt i/4�'i'-0° r.� FIN. FLOOR ._.t 57 PAINTED CT0 MATCH) F'_DW METAL DOOR MD FRAME BRONZE ANODIZED ALUM DOORS A■D FRAMES DOWNS1OUT OUTLET PAINTED (TO MATCH/ FOLLOW ! 50* J METAL 000RS AND FRAMES RIGHT ELEVA'V1O SCALE: 1/4"4 -0' DR, i-INN BY: ISSUE DATE Cis ±11' W 0 O U SAN DIEGO, CA 92123 9330 BALBOA AVENUE i 9 9 A11 All F.G. F.G. S. PANES. S. PANEL 9 A11 9 A11 A11 S. PANS PAI�1. S. PANEL . A11.. All REAR ELEVATION TEXTURED EXT. S i7CCO (500) PAINTED METAL CAP L �i) •:ALEt i/4�'i'-0° r.� FIN. FLOOR ._.t 57 PAINTED CT0 MATCH) F'_DW METAL DOOR MD FRAME BRONZE ANODIZED ALUM DOORS A■D FRAMES DOWNS1OUT OUTLET PAINTED (TO MATCH/ FOLLOW ! 50* J METAL 000RS AND FRAMES RIGHT ELEVA'V1O SCALE: 1/4"4 -0' DR, i-INN BY: ISSUE DATE Cis ±11' W 0 O U SAN DIEGO, CA 92123 9330 BALBOA AVENUE i 9 9 A11 All F.G. F.G. S. PANES. S. PANEL LEFT PAINTED CC:TRETE l �" ) TE7CIURFD EXT. STUCCO ( ODO BRONZE ANODIZED FRAMES AMON SCALE* V4M'-O FR • nor ELEVATI E3ROVZE ANODIZED ALUM. DOORS AND FRAMES 19 A11 SCALE= V4':1-0' PAINT -S OERIEN 'MOO BROWN' H791 -I COMB, 3' ROOF GRAIN & OVB W/ 26'x32' PAN, SEE SPECS. 2x6 STUDS AT 16'o/c PAINT -S 013RIEN 'SOLI DE' �0 NOTE: SEE ROOF DRAIN & OVE .OW DETAIL VA10 TEAS Si-EET TOP OF OVERFLOW 2' ABOVE LOW POINT OF ROOF 4470 VERTICAL STUCCO PAINT-METAL CAP-FULLER ODRIEN 'SOLI'PJJE' D1290 0 0 u_ z 3' OVEAR OW PIPE FABRIC-AWNING 2x4 VERTICAL. AT SCREED $ w+06 p t. `kid LIGHTWEIGHT CONCRETE 'S' TILE 2 3'9 OVERFLOW* TOP TO BE 2' ABOVE LOW POINT OF ROOF og7 EXTERIOR STUCCO ■ INTERIOR FINISH SPAFORR. PANELS-FULLER `OBRIEN 'SOLITWE' 01290 ALUM. WINDOW FRAMES. PLLLIONS & AACESSOR!ES BRONZE ANODIZED HOLLOW METAL DOORS & FRAMES FILLER MIEN 'MOD BROWN' H79H PA INT-CONCRETE-FLLLER OBRIE N ' RECEIVED cn Y OF TUKWILA SEr41987 MIN.) BUILDING D M CO 0 SLOPE V8'/FT. MANSARD SOFFIT ( SEE DETAIL P 3 VERT. STUCCO EXPANSION JT. Sc,�ut 1 Vrw-0' EXTERIOR $H SCHEDULE OVERFLOW DETAIL SCARE_: 1 V2ti1'-O• [111111111111 S'i i 171 11111T1 I!" 11111111111 1 f; i 7.1, 1 1! 11:!il,1,11111111 11!I11l 11 2 111 1'8 , 1!H 11i,1ill !i11fi11111!i 11111 1. 11 `I 111 4 Ili II!. 1!II 111!11111 1111 1111 111 N ' P 1 f; !!IIIMI Illh! iwl1l►+!I 6. Z liw ORM SEP4 u 4 4 194' F.G. s 9 F.G. „ .. A11 ` • g � Atl A11 g � A11 � T • . . . 4 A11 9 A11 F.G. A11 TEI+�F A11 F.G. A11 F.G. 8 SRI S. PANE-1 r "ANE-1 S. PAMEEL S. PANEL S. PA�1 S. PA�I. S. PANEL A LEFT PAINTED CC:TRETE l �" ) TE7CIURFD EXT. STUCCO ( ODO BRONZE ANODIZED FRAMES AMON SCALE* V4M'-O FR • nor ELEVATI E3ROVZE ANODIZED ALUM. DOORS AND FRAMES 19 A11 SCALE= V4':1-0' PAINT -S OERIEN 'MOO BROWN' H791 -I COMB, 3' ROOF GRAIN & OVB W/ 26'x32' PAN, SEE SPECS. 2x6 STUDS AT 16'o/c PAINT -S 013RIEN 'SOLI DE' �0 NOTE: SEE ROOF DRAIN & OVE .OW DETAIL VA10 TEAS Si-EET TOP OF OVERFLOW 2' ABOVE LOW POINT OF ROOF 4470 VERTICAL STUCCO PAINT-METAL CAP-FULLER ODRIEN 'SOLI'PJJE' D1290 0 0 u_ z 3' OVEAR OW PIPE FABRIC-AWNING 2x4 VERTICAL. AT SCREED $ w+06 p t. `kid LIGHTWEIGHT CONCRETE 'S' TILE 2 3'9 OVERFLOW* TOP TO BE 2' ABOVE LOW POINT OF ROOF og7 EXTERIOR STUCCO ■ INTERIOR FINISH SPAFORR. PANELS-FULLER `OBRIEN 'SOLITWE' 01290 ALUM. WINDOW FRAMES. PLLLIONS & AACESSOR!ES BRONZE ANODIZED HOLLOW METAL DOORS & FRAMES FILLER MIEN 'MOD BROWN' H79H PA INT-CONCRETE-FLLLER OBRIE N ' RECEIVED cn Y OF TUKWILA SEr41987 MIN.) BUILDING D M CO 0 SLOPE V8'/FT. MANSARD SOFFIT ( SEE DETAIL P 3 VERT. STUCCO EXPANSION JT. Sc,�ut 1 Vrw-0' EXTERIOR $H SCHEDULE OVERFLOW DETAIL SCARE_: 1 V2ti1'-O• [111111111111 S'i i 171 11111T1 I!" 11111111111 1 f; i 7.1, 1 1! 11:!il,1,11111111 11!I11l 11 2 111 1'8 , 1!H 11i,1ill !i11fi11111!i 11111 1. 11 `I 111 4 Ili II!. 1!II 111!11111 1111 1111 111 N ' P 1 f; !!IIIMI Illh! iwl1l►+!I 6. Z liw ORM SEP4 9 TRANSOM BAR WflH CONCEALED (LOSER SHIM SPACE INT. FINISH SHEET METAL REVEAL 4 V2' x 2' AUDI. WINDOW FRAME SYSTB4 HEAD AND TRANSOM AT ALCM, ENT. DOOR 4 HEAD AT ALUVL STOREFRONT INT. FINISH PG1 SCHEDULE HEAD AT HOLLOW METAL DOOR INTERMEDIATE PALUON AT ALMA. STOREFRONT r r-+r ► INTERIOR FIN. PER SO-ED LE r INSU.. (LASS OAK SILL 88-0W Vx4' OAK CHAIR RAIL METAL CORNFR 86A0 VP. i . rAT GYM.' vow Q,1E PER JAMB- HOLLOW METAL DOOR PI E ERPVEDIATE MJLLON AT ALUM. ENT. DOOR DETAIL JAMB AT ALUM STOREFRONT JANE AT PASS-TM WINDOW rx2 1/2* (OAK TRIM IIIEGI.STERED UNA 0 1S OA. WLVM, NW SCREW AND S'1U''ITIII •1 1 PANT FLAT SAX supine e •1•- ■ ),, i�I1illil1 1j 5.11 III I I 71 I I I I 1 I 11 I I i 2 1 Ii11 ;III 0 III: 1111 IlII11III1I11 11,:111111 IIII ill 4 Ill Ill�ijl I,i i r ........... ..... 19 j C I 0 0)11 1 II1�„ ul�l►!�l!Illi!iiiIIII �I�llillii 7 �►IILIIII i�!iIIIII SILL AT ALUM. STOREFRONT 511 AT DRIVE-THRU WINDOW S E P 4 1987 100243 CERAMIC TllF CEZ) .- y- ---- -- CERAMIC TILE t� 7'-8° REF. REF. 7'-8Dt RFF. 2 4` TOILET SEAT COVER DISP. 0 GRAB BARS 0 TLE MIRE TILE (ID TILE GRAB BAR TILE CO W.C. SOAP DISPFKSB2 Q HAM ()RYER CECESSE 0 D) CERAMIC TILE 106 c2 01.F6ES TYP CERAMIC TILE t) t2 CA/ 6ES TYP.) TOILET SEAT COVER DISP. L.'/ QUARRY TILE FtC1OR 1. BASE ( BASE b FLOOR Q.T. BASE & R.00R (LT. (�1g) TOILET TIS.SUE OISP. 1 U Z INTERIOR ELEVATIONS: WOMEN$ ROOM SCALES 1/4"4-0* INTERIOR ELEVATIONS: MEM ROOM SCALE* V4ti1' -O ow-WAY MIRROR PRA'V1DE tic WO. TRIM RAOtK) SAFE & SCRiElE TO WALL PA.S. C/rOft ET FUNI9 BO BY Fitt INSTALLED BY G.C. t O bars 44 be boated an each side er an one side and boot: of water closet 24/11 h) a. G-ob bars b be 33' (1bcwls and parallel to the Boor. 2- 17tleh) b. Diameter of grob bars b be 1 VC' to 1 V2'. 21711141. c Provide 1 itt cdec rarhoe between crab barn and wale 2-171EL t1. Grab bars Inctoding .~.^ tars. fasberest.gx rt bard, and etc.! it In designed to upset a 290" kxhtd. 2- T/1t42. c Grab bars shalt not rotate within their fittings. 2- 17*)2. 2. Lavatories. c' Provide: a clear space beneath the lovatory 25' high by IT wide by ^•' deei at the and 9° high by 30° wide by 17' deep at tie bottom. 5°P193440). b. Hot water and drain pipes under t6votory b be instAuted or covered and be free of sharp ar abrasive surfaces. 5-P15046). c. Faucet controls and operating mechanisms (operable with one hand) shall be of tha type not r+eq,*'ting tilt gasping pinching or twisting of the wrist ar an operating force exceeding 5 ponds. 5 504 d. 3. tkinals (where protiidec0. Songated rin to be a mtnximum of V' above the Ifs. 5- P1503. b. Flush controls b be cpenoble by an oscillating bridle with a ITICOCkrUll twos of 3 pounds and mounted not mare than 44e aboti►a the floor. 5-1503. ICI I�1 4. Water dosets. a The height of he waW Closet flap of seal) shat be between 17 and 19 hdners. '141932. b. mush controls to be operable by an oscillating handle with a maxiit n for of 3 ponds. 5-P1502. 5. Toilet room oaossearies fetters provide. a. Bottom edge of mirrors to be no higher than 40' above fir. 2-t70IB. b. Toilet true dispensers to be moisded within 12' tram to edge of the toilet seat. 21711G 3. c. Operating Farts of dispersing and deposal factures 'Owet sanitary napkins. waste, coin .r are b be within 40° from floor. 2-171102. z •• n • D LU w FRP. eat 5/8' WATt3t RESISTANT GYP. BO. �,y� ) METAL FAILED INSULATED WALL PANELS AT WALK -ill COXER & FREEZER 2x6 MOCKING" BUUNOSE QUARRY VILE COVED BASE THIN-SET OU TIY TILE FINISH FLOOR l 106 CO 0 t 0 eco CC w cr 0 u. z 0 • :1111111111111111111 aim ttpirt t:1:11rili rnit -S 3P .F S 1CAT3 ft) PI ME LOTH O''. �@ t,AYER LAM. PLASTIC CUD COWER RIJ 14040 FRINT TO BMX oat LAYS OF WV PLYW , air: iisT,:i ii I I ^: w• •• •q .p rum • SoaE TLE Th ' AL WM-1 BASE TLE ago II- e 04014..Mtf QUARRY TILE MOP SW 6 BASE AT WALK•I COOLER 2-2 V2' x VW' $ LAO St W'S EACH »l E t 14191 alb. 'PLYWOOD' P Y OODl auwese Q.T. Wit VIONIEMANO OVER WAT80113CF NeER V6*x2 L NG..E WEW ► ss Ah'E BY SAE 2x6 W/ ORI`'R4 AS11tS OB NUMBER: • is a us. 111 I1III11 I I 1 I 1 111111 t'L 1.i 71 (1'1 111111111 11 111111111111 I 1 I 111 2 111 1I 111 01 Ili 11111111111111111 1;1 {;l1111 11111 l 3 . /1) � 0 E1 r,_19 a' , h: 7 wit 111111111 1111 111!;1111 ;11111llll !1l1f1111 1111 1111 1111 1111 1�il.11li r TtEcurvu`) C)TY OP TURFiiiA BUILDING) DEN/. SCA E& 1 1/244-47 r4- SligrAIS 1Q1)ta MBA E FAO. PLAN FOR FTG. REINF. "R' BAR SIZE 3 1f2' 'R' 11,e4,•5 5' b' '6, 7.•8 7' 'O' +9.'i0,•11 g' 'D' •i4,•18 2' 'D' STIRRUPS & TIES TRENCH EXCAVATION BOTTOM OF TRENCH EXCAVATION SHJ NOT EXTEM: 8f-1.t7W THIS LINE CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING THE SIDES OF 1HE 'TRENCH FROM CAVMIG W UJfTL ALL BACKFaLt1C IS COMPLETED i3Ac1 :ILL AS PER SPEC.) MATCHING BARS TOP & BOTTOM COMPACTED FILL -90Z DENSITY IN MIAMI SAND MAY BE 115EDIN WELL DRAItED SANDY OR G AVEL LY SOIL STEPPED FOOTING TYPICAL R nAR TRENCHING EXCAVATION BOLl■ORY NAILINe • ROOF PERIMETER, • CONT. PAAEL ECCES ( ) ENO NAILING • ALL EPOS OF ALL PLYWOOD SHEETS INTERIOR FICLE; kAii '1G 12' o/c AT 13EARtNG SUPPORTS SEE PLANS FOR PLWOOD 1}UCFIESS & I■SAILP'& S T7ULE LONG DIMi NStt' ; ' riF PLYWOOD SMALL RLN ACROSS TRUSS SYSTEM MIN. EDGE DISTANCE FUR NAILS SHALL BE 3/8' c,ENEale1. L The General Contractor shall verify at dimensions and site conditions before storing work. The Architect or Engineer shall be notified of any discrepancy. 2. If rates and details are In conflict with these General Notes, to Architect shod be notified. 3. The design, adequacy. and safety of erection bracing, shoring, terrrparary sepports etc., is he sole responsiblity of the Contractor and has not been cornsider'ed by the Sb- uct'xot Engineer. The Contractor Is responsible for stabiSty of the application of aft shear watts, roof and floor dksrrtragrrs, and finish materials. He shall provide the necessary bracing to provide stability prior to to application of the aformentioned materials. Observattvn visits to the site by he Struct rat Engineer shall not include inspection of the above items. 4. Ali materials acrd wer1 nonsttip stmt antorrn to gcr rening building codes. F. t e• I L. 1zr pegz-1" IG.'H C:? ,7Y ri-t-' lw 'c. -7.t iMestel 4 eeoefes. Cam} 7 -¢4c2 2 Refer to site and/or wading plan for prrpenellar work. POut4DATIOM SHALL 8s SUPPOitTED on Duval Tx os* PILED KAMM 3. AN Ausys 'o CAPACITY or 20 TONS AND A LATSRBL. • LOAD r Ac;,11 r2a014.430 'weal-04,193 Winn Munk SHALL ens As $PsdaVXW SF THS soli.* tuolattt. colortAcrct sow& A,nXFY R cAPACITF WITS s0114r r PW�x'o� �1 ' s7,'s do soak 03∎011x; rt• ► 200 -- 4. Slit bolts B extend See K' min tsar hbosl 1�ffY L p&Tf I Eir7 tt 5. Hoiddewm ardor bolts shalt extend 18' into concrete footing. sears and locate . by tenplates fasterd to lino forces. 1091 rzsea PILZeiRE TO tat CLASS "A " OR "B" CL.W4, PULED, ROM) 0000LAS ?IS WQQto PILES ro ACCIQRAA?ICs WITH` UDC STANDAND 25- 14 -$5, Fit. BRIO P ?X 4S. nets ARE TO az Out Pziacts MVO TP a atom me HOT P t1n -sp, a aril. suTT a TIPS TO SS SAWS MAR Tit$ AXIS tf!' 'a:74', r PXLs. worms TO csAi1:�2 ".'fit %J 8�i9illi" Ate Tut N sztuf SUIT DIAMETER TO 8* 12 ". ?CST T►ALSf? xit knit NITS ASssICAs H000 flzsv.tvgR's essocs.:►7CXct4 $?EC1?IcATIG@i C -3 (37 PC, Mum otiotort tiOW'X011 at . MAT UT : ALL C SURFACR8 MID !IL* WADS Arta � r-otir XSi ACCORDA ncS NT= Ar1',4'A 5TANDA01D *4 TYP. BARS Le. TOP & BOTTOM TYP. WRIER AT Pfd -BEM' BARS MIt4Kk PLYWOOO SHEET SiZE 2. -0'x4'-0' B� NAILS SERAIL NOT BE OVER DRIVEN ROOF STIG LAYOUT TRENCH PIPE PARAU11.. TO FOOTI. �.. . RAF. AT FOOTING INTER . RR PIPES IN THIS AREA LOWER FOOTING SO PIPES PASS TIM f�TINQ WALL .TJI JOISTS PIPE SLEEVE W PIPES ROD HANGER FROM TRUSS No sCALE PLYWOOD SFEAi'HW33 ( SEE SCHEME ) IC ti. z 0 4x POST CR 2-2x STIOS Sac SC J) BLOCKING ( TYPICAL EDGE NAILING: ALL EDGES. AU. Si -SETS ( SEE &M DIU ) TYPICAL DOUBLE JOIST HANGER PICAL JOIST HANGER DOUBLE JOIST OR RATTER FELD AAUP* ( TYPICAL ) 0 NOTE Mt1IMlA4 SIZE OF 51f.ATHING sfou. NOTE: 2-16d TOE NAILS EACH SIDE OR 4 -16d ENJ NAILS FOR TAIL JOISTS wfTH A SPAN 6'-0' OR LESS. TYPICAL JOIST MAS R IF SPAN IS GREAT 110N 640*. AT OPENIN135 IN PIEFAf3RICATf17 MUSS MFR. TO WENT °ETA FOR APPROVAL BY TIE A T> r MaINSAVMMMMAt =CRIME t At reinforced ccnarerte stead obtain a conrpresstve strength of : c»P.S.l. at 28 days. l'Pria`1!iJr 25f re lAV r 1 - * N . t ,+ 2. AN aerneot shat conform to ASTM CO, -15 Type t 3. Aggregate shalt conform to ASTM C -33. 4. Wire as irdicaated an Pions ar4 conforming to ASTM A- 1135. 5. See drawings for miscellaneous iron and steel, etc.. to be cast h concrete and for bcation of for finishes and slats depressions. 6. Refer to Mecharricat and Beck:oat Drawings for location of pipes, conduit. etc.. 7. Ptoe or ducts exceeding one-hind the slab or wand. tideless shah not be placed sbr achrrat concrete uless specifically detaiided. Pipe may pass trreugn concrete in a sleeve. but not be embedded torah. The strength Wet of the concrete will be considered satisfactory M the average of he strength tests of a given area or panel equals or eaoceeds he specified strength at 28 days, with no Individual sten* test sN such area cr planet less than SX below that sdfied. Concrete hat does not meet or exceed these &aria will be removed by the Contractor and replaced with concrete that conferee to them criteria. 10. Provide 3/4' chamfers at at exposed corner's. 11. Reefer to Ardritectrot drawings kr molds, grooves, ornaments. tips cr gn erxis required to be east In concrete. and for locations of floor finishes and stab depressions. r2 , rie7NO{ C:oN IN lJ .t ! s"l, NM'- rt 0. 4.04.0Golz, �-rweerJ ‘57124-rcruPAL C3L4* ,a.Nt'J t t. . MASCEP Masonry Nock shall conform to ASTM C-90, gads 'A' units. stns of units to be marshal e• wide x 4' hitt x 16' long. Stick laid wihr a ruining bond with staggered joints. Joints to be rolled unless noted otherwise and wired gray Dolor mortar. Slurp block cola- 'Desert Tarn'. 2. Brick shad conform to ASTM C-62. Oracle M.W. 2500 P.S.L. 3. Cement shalt conform to ASTM C -150. Type I or Type II. 4. Aggregate stoat contarm to ASTM C -144 (mortar) and ASTM C-404 rant. 5. Mortar shad bet 1 port Portirand Cement, 4 ports sand. V4 minimum to 1/2 maximize part hydrated lirr►re. 6. Grout shill bet 1 part Pollard Cement, 3 parts sand, 1 mirirnm to 2 maximise pacts pea gavel with water sufficient to allow gout to flow into ati cavities. 7. Provide 1-1/2' nrinine n gout space and 1/2" mini ern grout between reirrfcrcirrg and masonry. 8. Block colts sham be h vertical atwgn tent to provde a minimum unctestructed core 04 3'x3'. Dowels from footings slat be set to air with cores containing reinforcing. 9. Ai blade cells below floor tine or finish grade, whk:hover is Mier. acrd at cells containing reinforcing, anchors or Everts shall be Nod solid with grout. Concrete surfaces shat be reamed of all laitarroe prior b setting of masonry. ROCEIRUSSES. (See Specifications) OLu- LAMu$ATO WOOD S Alt$t DOOOLAB Fitt COQ ROWS. MS UsrZ1i0,' AItc StacIFICATION 24F -V3 4'Cit $IMPL* $FAtt$, AND 34P4. - F$ TOR t!AI4TzLE t R -$,ASS (FD *a 3646 8's1 TINSIOn, TYPICAL). stout AXTC RTAmt Gil 'MUD AND stoat CHRTIT ".COTE TO AIIL AMb Endo N$* SATSUMA MUST' et M APPP.SSO tAtticatOt. ALL orate ,AM SWANS SHALL FIT MO AND TIGRT IN Tax* aoustertat* *w »zvu aP FULL. aAARIN3 AA XWDXCA . PO ITUTZO 1 OT OMR SPROIR4. 01 U- L+1hMM A tv� II TO let "meletleits ha at oftie utii E'l elan i 23.19 »* r�. PLYWOOD SHEAR PANELS 1111 111 1 1jll1j1 1 i 7.11I 1!1'111111111 111111 f 1111 1 Ill 2 1j1 ill i:11j1111 Ijl�1ji ljilljl 4 iE ;I_ 1111111111111 111111111 111 1 1 s; j .. 11!111111 1111 11111j1 1j If; 7. 1. I'111�1111i11111i,illllif'jli;l REINERCISIG .SiFa, t Al reinforcing steel shall aorntcx'm to ASTM A615. Grade Gee, `t- 2. Ebwe1s shut be provided at pc* constructiar jounce and shall be same size as debited standard tap splice. 3. Reinfarcirrg shad be spliced only as strewn er noted. SpCkoes at other boations stet be approved by Sir-velvet Engineer. 4. Splices h ad jeoent horicanta( wall r^ehkrcernerd bars stmt be staggered 4'-0' lekiturn unless otherw se noted. 5. No. 5 or larger rehfordrg bars shat not be re-bent without approval by the Structural Engineer. Dowels stall have a re:Nes_ n projection equal to standard lap ep5cye ups otherwise shown. 6. All reiht'ordng anchor bolts and other inserts shall be seared h place prior to placing concrete or routing masonry. 7. All anthems bars or dowels stroll lap 30 diameters h ax a ate and 40 diameters h mascxxy. 8. Preuvkie dowels h footings and /or 9-ode beams ire same size and number as vecikant wall of cofum rehfadng. Dowels that' have a minimize projection ague. to standard tap spike unless otherwise noted. 9. Provide the following nrinirrr.m protective covering of ana-etel Belay Bade= i.unfoi^rned) 3' dear* below wades (fanned) 2' c le :ir. 10. Low Hydrogen welding rods shalt be wed for all piny of rehtarcirrg bars. 11. Bars noted tCOIYT.'. typioat wet res%r4orciny and vertical cairn rehfarcieg shalt have a einbr+um splice equal to standard Lep space. ( Also see ftoattorns ) t Ai Leber shalt be Douglois Fir of he kAlowkg grade u.Sess otherwtse toted (or other cpedes hdudng Western Lardy and Scsetern Pine of equine lent allowable stress wades) Rafters and Joists 2x4 b 4x4 Inclusive 2x6 to 3x6 heteslve Studs and Plates Beams 4x 6x and knot' Pests and M+0.agens 4x4 and smat4ar 4x6 and larger 6x6 and krger Miscellaneous Lumber Bkadchg, Furring. etc. GRACE ALLOW'.A.ELE STRESS Ira. 2 5 95FV No. 2 1250F1 95FV Ce? iTr4Cla"r e:N V4, 95FV No. 1 t350f3b 85FV No. 1 1390Fb 85F1/ No. 1 No. 1 No. 1 No3 260Fb 85FV 1260Fb 85:V 126Oclo 85T=V 2. Alt atruchraL i mbar etiall be graded h acoardarroe with eroding and dressing rtMs "16 of the West Coast Lurberrran's Association. 3. All wood bearing on concrete cr masorrry if less than 4'-0" above grade shaft be sresssre treated Oohs Fir. 4. Structural memoirs shall not be ar,AA for pipes, etc., er less specifically noted or detailed. S. Hobs far bolts stall bored 1e'32' to VS' larger than the nominal bolt diameter. 6. all bolts shaft be retitiened prior to appticoitiar of mean board. plywood, etc.. 7. At bolts bearing an wood shat have washers under hood and/or nut. 8. 2x solid blocking shaft be ptct.ed between joists or rafters at all supports.. 9. Cross bridging shat be provided at 8'-0' o/c for =dm= for at joists and ratters more than 8" h depth use 2s C3 or approved metal type bridging. 10. Provide metal strap diagonal kit-in bracing (at approx. 45. degees) every 25'-O' in at stLrd wails not sheathed, Brace shall nor continuously from top plate to sit. 11. Attach 2x ,Trailers to structural steel with V2' diameter baits at 4'-0" o/c for atttad rnerrd of finish noted and shown on Ar ditectu al Drawings, unless noted °them s... 12. All poets stet have =hectors at top and bottom which vireo, be Simpson 'CC'. 'CB' or 'BC HALF BASE' urn ess spec ficaty detailed cant avulse. eumtoat Plywood sheethg. aid �ragrtrs and shear panels sine be any species classified in 'Grob 1' militarising to U.S aucctf std. PS- 1-83Wiexterior glue. This Inc:Lodes Douglas Fr. Western Lath Longleaf and Shorttoaf Sculherr Pine. Sheets sitar be laid vAlh long dimensions perpendicular to fro trusses ar joists. See setweluie for gales and kiex. NAr wr ec_;uav r F This haling is typio et unless otherwise rioted or detailed. All nails stet be atom ono wire nits. CONNECTION NAILING Joist to sit ar girder, be-nai ea side . _ .. - 3-$d Bridging to joist be -nail oath end - - 2-8d Sate plate to joist or blocking. face nail . - Yed a 16'o/c. Top plate to Aid. end nail . - -• - 2-16d Stud to sob plate. toe-nail . - 4 -8d Doubts stud, face nalt - .- .13d • 24'o/c. Oa±b tip plates, face cacti - - 16d • 16 -o/c. Top plates. laps and intersections, face nail... _ 2-16d Continuous header, to piecaes - - _ .6d o 16`o /c. CONNECT ION NA IL I G CerTirog lasts to pieta, tae -iron - . 3-8d Continuous hastier to stud. toe -mail - .. - 4 -8d Wine joists, laps over partitions, face nail. .. . 3-16d Rafter to plate. toe`irtit. - - - .. .. - - -.- - - - . 3 -8d Bliaitt-43 corner studs ._.. - 6d • 24'c/c. Plywood !heating - See Ptarrrs and detats for nailing. Cegrrg Ple-ts to pc atat matters, icioe scot . ._ 3-16d RECEIVED CITY OF ` AII .A 113 WILDING DEM DRAWN BY: MARK 7A -S ISSUE DATE BUILDING TYPE OB NUMBER: (.5 Z SAN DIEGO, CA 92123 9330 BALBOA AVENUE 10924 k21 .. ..., i -t 1-4-4 . • -1..-4 . _1_.: , . -. l.. i- /Y -/ t t t I +.. 4 1_..:. +:., : ! 4 4.4 :_; }_t __rn.s_a_.•.•• .1111111111111111111111111r n CERAMIC TILE PROVIDED AND INSTALLED BY CONTRACTOR: SU MITVILLE 278 COBALT 2 x 4 VERTICAL STACK BONO GROUT: UPCO HYDRONENT 368 FRENCH GRAY. n SUNOS INSTALLED BY CONTRACTOR TYPICAL NOTE: OWNER WILL ORDER CUSTOM BLINDS ACCORDING TO AS-f3UILT. DIMENSIONS OF WINDOW OPENINGS PROVIDED BY CONTRACTOR. /3\ ELEVATIONS L 03NDINENT STORAGE CABINET INSTALLED BY CONTRACTOR BALK. LINE - POSTS AND ROPES !llR L 1 1 1 1 1 47 ■ ■ ■ ■11 ■■ ■II ■■■■i1■■a ■II ■■■■aummII ■■■!■ ►®■■ ■I i■■■■■URNR■I 1 I■■m■ ■! /■■■ ■1! I■■ ■► ■ ■.1 "i 10i004 90 z 0 1C ia. DIVISION 1 -- GENERAL REQUIREMENTS 1. GENERAL CONDITIONS: The General Conditions of the Contract for Construction A201 (and information for bidders list by Foodmaker, Inc., representative of the American Institute of Architects, latest edition, is hereby made * part of the contract documents to the same extent as if written out in full. All work shall be performed in a first -class manner and shall conform to the building code of the building site. Changes to that specified shall be submitted to the Owner.'s representative, in the form of detailed drawings and specifications, for the approval of the Architect. Proposals that alter the Contract and /or permit documents, site conditions and /or structural elements, shall be prepared under the direction of and signed by an architect or engineer, registered in the state of location of work. The additional cost of professional services, permits, fees, inspection, and other required costs Cue to the proposal of change, shall be paid for by the Contractor without cost to Owner. The Owner reserves the right to occupy the premises at any time before completion. Such occupancy shall not constitute final acceptance of all or any part of the work included in the Contract. The Contractor shall verify all dimensions and elevations before starting work and shall notify the Architect immediately of any discrepancies. Any conflicts found on the Drawing shall be resolved before proceeding with the work. The Contractor shall determine the location of utility services in the area to be excavated and notify Owner's representative prior to beginning excavation. The "building cost" shall include all work within the building area (above and below grade) and extend cut to the outer face of concrete planter curbs and drive -thru curb. All work beyond this bulding area shall be listed separately as "site costs" and shall include all on -site and off -site work (o le-site shall incorporate any and all work outside the property line and shall be in full accordance with all governing agencies). The work genially included is grading, paving, curbs, wall or fences, yard lighting, all utilities, landscapir}g and sprinkler systems, etc. Include all costs for bonds, inspection, etc. If any discrepancies are shown or information that'is deemed by the Contractor as necessary is missing at the time of bidding, the Owner must be notified in writing prior to signing of a Contract. Clean -up upon completion ef each subcontractor's work: All rubbish and debris shall be removed from the location of work by the subcontractor at his expense. 2. SUPPLEMENTAL CONDITIONS: A. Kitchen Equipment: Buying of equipment by Owner, installation as indicated on Sheet K1. See note on Sealant, Division 7. B. Walk -in Cooler and Walk -in Freezer and Ice Machine: Owner provides walk -in box panel sections, compressor, condenser, evaporator, lights, doors, refrigeration piping and accessories. Contractor provides condensate drains, refrigerant and heat tape for drain lines. Contractor assembles the walk -in boxes, installs, starts up and tests all equipment, piping and accessories. C. Interior Live Ply: Provided and installed by Owner's Landscape Contractor. Pots provided by Owner, installed by Contractor. D. Seating and Tables: Provided, by Owner, asses:bled and installed by General Contractor. E. hall Corner Guards: Furnished by Amer and installed by Food Service Equipment Contractor. F. Syrup and COF Lines: The Contractor shall install (5) Owner- furnished syrup lines from syrup tanks to both drink stations and two F.N.I. CO2 tanks to malt machine. Contractor to be responsible for connection to equipment using.a qualified beverage equipment manufacturer. DIVISION. 2 • SITE WORK K 1. SITE WORK: Clear and remove from site, trees, brush and refuse from within limits of construction and paving. Remove all obstructions that interfere with building construction and paving as indicated or required, and portions of public sidewalks and curbs to extent necessary to provide new driveways and sidewalks. Locate existing underground utilities by careful hand excavation before starting earthwork operations. If utilities are to remain in place, provide protection from damage during construction operations. Contact local Utility.Coopany for information regarding underground utilities. Should uncharted or incorrectly charged piping or other utilitites be encountered during excavation, consult the Owner immediately for direction" as to procedure. Repair damaged utilities to the satisfaction of the Utility Owner. Cooperate with the Owner, and public and private Utility Companies in keeping services and facilities in operation. Barricade open excavation and post with warning lights for the safety of persons, operating warning light during hours from dusk to dawn each day. Protect stucture, utilities, sidewalks, pavements and other facilities immediately adjacent to excavations, from damages caused by settlement, lateral movement, undermining, washout and other hazards. All fill and backfill shall be selected fill material compacted to at least 90% of the Maximum Density Obtainable by the ASTM D1557 method of compaction. Unless noted otherwise on the grading plan and earthwork specifications, us,. non- expansion fill material at buildin rea and under walks. DIVISION 3 • CONCRETE 1. CONCRETE: See Concrete Specifications on Drawing, Sheet A13. Provide all concrete work complete, as shown on the Drawings herein specified, including concrete framework, reinforcement dowela and accessories, concrete mixed, place, finished and cured. A. Exterior Walks and Ramps: To be fine rock salt texture finish. Color: L. M. SCOFIELD C -21 ADOBE TAN One part admixture to five parts cement. B. Drive -Thru Concrete Lanes: To receive an acid wash prior to applying L. M. SCOFIELD, "LITHANE sEALERTM, per manufacturer's instructions. Refer to site plan for finish. C. Exterior Flatwork and Curbs: Provide construction joint at 20' -0" on center maximum, unless otherwise noted. All construction joints to be in one direction and all control joints to be in opposite (90') direction. Provide expansion joints @ concrete paving juncture of buildings, structures, curbs, etc. DIVISION 4 • MASONRY 1. UNIT MASONRY: See Notes Sheet DIVISION 5 • METALS 1. STRUCTURAL STEEL: Not Applicable. DIVISION 6 • WOOD AND PLASTICS 1. ROUGH CARPENTRY: See Notes Sheet A13. 2. PREFABRICATED ROOF TRUSSES: A. Furnished by Owner and installed by General Contractor. B. Shop drawings: C. General Contractor to be provided with shop drawings from manufacturer to use as a guide for the installation of trusses. Contractor's responsibility: 1) Trusses to be delivered to job site by Owner. 2) Contractor is responsible for unloading, storage, handling, erection and temporary bracing of trusses. This is to be done in strict conformance to shop drawings and manufacturer's directions. Contractor also responsible for the protection of trusses during storage and construction. 3. FINISH CARPENTRY MATERIALS: LUMBER PRODUCTS: A. Quality Assurance: B. C. D. Perform finish carpentry work in accordance with AWI Quality Standards, premium grade. Use full length pieces, miter all joints, shoulder joint at door jambs. Fill all nail holes and sand smooth. Wood Trim at Interior: Vertical Grain White Oak- surface all exposed sides. Wised Wood at Exterior: Resawn Douglas Fir, no knots stain grade. Sheet Material: 1) Laminated Plastic: Where noted plastic laminate, furnish and install per color schedule. All plastic laminate to be bonded to surfaces noted with Contact Cement. At Self -Edged surfaces, the flat top layer to overlap the vertical surfaces then routed smooth.. 2) Counter Tops and Backing: Douglas fir plywood, A-C faced, and exterior glue. DIVISION 7 - THERM. / MOISTURE PROT. 1.1 ENERGY COMPLIANCE: All operable windows: Shall limit air leakage and be certified and labeled to comply with ANSI Standards A 134.2 - 1472. Fixed Windows (Glass): Shall be sealed to limit air infiltration. Hollow Metal or Solid Core Wood Doors: Provide vinyl or sheet metal weather seal at head, jamb and sill at exterior doors. Exterior Storefront Hinged Doors: Provide vinyl seal at sill and continuous pile weatherstrip vertically and at top rails. Open exterior joints around Window and door frames, between walls and foundations, between walls and roof, between wall panels, at penetration of utilities through the envelope, shall be sealed caulked, or weatherstripped to limit air leakage. 2. BUILDING INSULATIONS: A. Acceptable Manufacturers: 1) Batt insulation: a. U. S. Gypsum. b. Owens- Corning Fiberglass Corporation. B. Materials: 1) Exterior Walls: Wood studs - R-19 batt insulation, FS HH- 1 -521E, Type II (nonreflective covering one face). 2) Interior Partitions Sound Insulation - 2 1/2" thick friction fit, FS HH- 1 -512E, Type I (unfaced). 3) Attic Area - R -30 batt insulation (1 layer R -19 and R -11), FS HH- 1 -512E, Type I (unfaced) or where January's temperature average is 45 degrees Fahrenheit or lower, the batt insulation shall have a "fire -rated vapor barrier face ". The insulation installed between roof trusses and joists at underside of roof sheathing to be supported by 18 gauge anti -sag wire at 16 inches on center. 3. MEMBRANE ROOFING (COMPOSITION ROOFING): Built -up roofing system shall other manufacturer's material installation. conform to the following specification. Any shall be approved by Owner before A. Manville - Specification No. 4GNC, Class "A ". B. The :summary of material pe s r 100 e . ft. shall be not less than: Glasbase base felt (1 ply) No. 12 asphalt- coated glass felt (2 plies) Glascap mineral surface cap sheet (1 ply) Asphalt mopping (3 @25 lbs.) Approximate weight per 100 sq ft. 27 lbs. 24 lbs. 72 lbs. 75 lbs. 198 lbs. r c. Application of base flashing and roofing on the wood parapet wall, Manville Specification FE -1: Starting at the top outside edge of parapet wall as indicated, apply a layer of base sheet extending it vertically down the inside face to a line along the middle of the cant. Lap the sheet ends 3 inches. Nail sheet 12 inches on centers through tin -discs in all directions. Extend base flashing up the parapet wall a minimum of 9 inches above roof surface and nail 9 inches on center through tin -discs along top edge. The surface of the base sheet and base flashing shall be mopped with asphalt and while hot, install Flintglas mineral surface cap sheet wall covering extending from top outside edge of parapet wall across top and down the vertical surface over the first base sheet and base flashing to top edge of cant. All sides and end Laps shall be 4 inches. Nail cap sheet through tin -discs 9 inches on center along top of parapet wall. 1) Valle s: Reinforce valleys with an additional ply of base sheet 36 inches wide extending 12 inches :gip inclines, lapping 4 inches on ends and solid Mopping of asphalt to base sheet. 2) Cant Strips: In angles of roof deck and vertical surfaces, the roofing contractor shall furnish and install a fiber cant strip with a minimum of 3 -inch face. 4. FLASHING AND SHEET METAL: A. Furnish and install all flashing, sheet metal, downspouts, and scupper not specifically described in other Sections of these Specifications but required to prevent penetration of water through exterior shell of the buildings, including flashing, caps and roof equipment platform covers. B. Comply with applicable recommendations and details of the "ARCHITECTURAL SHEET METAL MANUAL ", by Sheet Metal and Air Conditioning Contractor's National Association. C. Install sheet metal over a layer of roofing felt. D. Sheet metal vents and pipe jacks, 24GA minimum galvanized W /4" minimum flange. Downspouts, scuppers and well caps, 22 each minimum. Galvanized Iron: 1) Sheet metal or iron shall be a standard brand of copper- bearing steel, copper - molybdenum iron, or Use 24 gauge minimum unless otherwise called for E. F. 2) Zinc Coating: open- hearth, pure iron sheets. on the Drawings. a. All galvanized sheets shall have a zinc coating applied by -hot-dip-process to all surfaces. b. Zinc coating shall weigh not less than 1 -1/4 ounces per square foot nor more than 1 -1/2 ounces per :mare a foot of surfaces covered and shall conform with ASTW A -93. 5. ROOF ACCESSORIES: The work of this Section includes the providing and installing of accessories to bit installed on the roof and flashed to provide a watertight installation. A. Roof Hatch: "Silo*" (203) 934 6363, Type "St" or Dur Red Products, (213) 771 9000, Type Lift 2'-6" x 3' -0 ", galvanized, bonded for painting, or approved equal. 6. CAUL'CING AND SEALANTS: A. General Building Ap licationss 1) For joints where movement is anticipated, use A. C. Horn Hornflex (poiysuifide), one component system in the color which most closely matches the adjacent surfaces. Sealant to have a shore "A" hardness of 20 to 30. 2) For dry joints between dissimilar materials where little movement is anticipated, use A. C. Horn Hornseal Elastomeric Caulk (butyl rubber) one component systems in the color which most closely matches the adjacent surfaces. :3) Glazing and Kitchen Applications: General Electric Silicon Construction 1200 sealant. 4) Sheet Metal Flashing and Copings: General Electric Silpruf Silicon weather Proofing sealant. 5) General Contractor Shall Include in His Work the ollowing: After all equipment and wall materials are installed, all joints to walls and bases shall be sealed with Silicone sealant. 6) All inside vertical ceramic tile corners shall receive a tooled bead of Silicone sealant. DIVISION 8 • DOORS AND WINDOWS 1. METAL DOORS AND FRAMES: Doors and frames shall be equivalent to Steel craft, labeled or nonlabeled and size as indicated on Drawings. Steel doors shall be full -flush design L-16 (16 gauge) reinforced for finish hardware and with baked -on prime paint. Steel frames shall be Type F -14 ( 14 gauge) full welded unit construction with corners mitered, reinforced and continuously welded full depth and width of frame. Proper reinforcement and cut out for the finish hardware. Frames supplied with suitable jamb and base anchors, rubber bumpers and prime painted. 2. WOOD DOORS: Flush plywood doors manufactured by U. S. Plywood, General Veneer, or Weyerhaeuser. Door shall be manufactured per the millwork standards of the Architectural Woodwork Institute (AWI) for premium grade. A. Solid Core: Mat - formed wood particleboard, Type I. Density, Class 1, Commercial Standard CS236 -66. 1) Face Veneer: High pressure laminate surfacing as indicated. 2) Adhesives: Conforming to CS 35 Type II, for interior doors and Type I for exterior doors. Doors to have metal louvers as indicated on the Drawing. Shall be 24 gauge with chevron type blades with free air 50% total area and prime painted. 3. GLASS AND GLAZING: A. Single Glazing: Float or polished plate clear glass L.O.F. or equal, medium bronze color. B. Single Tempered Glass: Float or plate, L.O.7. "Tuf -flex" or equal, medium bronze color. C. Insulatin Glass Double Glazed (All Fixed Glass): Unit thickness shall be 1" composed of 1/4" medium bronze glass outer light and a 1/2" air space and a i/4" clear glass inner light. A dissicant shall be added before sealing to provide interior condensation -free performance. L.O.F. "THERMOPANE ", or PPG "TWINDOW ". Insulated glass installed in locations requiring safety glass shall be tempered both lights. D. Glazing Panels (Spandrel Panels): Glazing panels shall be as sar ifactured by !mss Inchnstries, Inc., Lincoln, Nebraska, or equale Nominal thickness shall be V. Panels shall consist of tempered hardboard with primed aluminum skins in preparation for field painting, or applique, both sides. Panels shall be bonded under heaf and pressure with top quality, permanently elastic neoprene contact adhesive. Panels shall be set in their openings using flexible setting blocks on the bottom edge with expansion space of at least tt" provided around the panel perimeter to allow for thermal expansion. Exterior face of panel shall be sealed against water penetration into the opening by means of vinyl weather - stripping built into the well or window system and /or elastic caulking sealant. 4. ALUMINUM STOREFRONT SYSTEM: Manufacturer and 'type: The system shall be as noted on the Drawings as mwenufactured by: KAWNEER COMPANY, -INC., or approved equal. A. Window wall System and Doors: 1) Type: Structurally reinforced extruded aluminum framing complete with glass, non- stretch high shore vinyl and anchorage attachments and shims required to secure window walls to building structural system (KAWNEER 1451). 2) Door*: Shall be narrow stile type with 10' bottom. Provide reinforcing for conusaled overhead closers and offset hung doors. See Section on Energy Compliance (KAWNEER 0190). 3) Finish; Exposed Aluminum Surfaces: Factory applied anodized finish conforsdng to Aluminum Associate Designation AA N21C22A42 color, dark bronze. >- co z 4 1 BUILDING TYPE: w m 2 RECEVED , D CITY OF TUK WILA z S iP 1987 BUILDING b! T, U Z N r- (V O) Q 0 0 0 W_ 0 .�. z w 41::; w tU 0 0 Q ID Lia. II1I►111II111 1. 1I fT_j 711 11,1 • (i ! 11I !111lllllilll!1�Hil111111111 !11!11111111111111 III I1Illjll111111I 1111 1111 L 1!! 1111111 111 111111111 1111 1111111 NoiH e .. . illll�ijjlj!`f�i� 1 61 t: 7, VIII l IT !III nil 111■11111 !lid II! SEP4 1987 B.nents and Materials: Frames: Sizes es shown on the Drawings, Thermal Code, commercial quality extruded aluminum) ASTM B221, complete with matching stops of profile to suit frames and of adequate size to provide sufficient bite on glass, and drilled holes, deflector plates and internal fleshings to accommodate internal weep and drainage system. 5. PASS THRU WINDOW: Pass thru window with lock ie to be anodized aluminum frame 18" wide x 24" high. Pre - glazed with dark bronze color, as manufactured by: CHINO GLASS COMPANY 131010 Sixth Street Chino, California 91710 Phone: (714) 627 7341 $, FINISH HARDWARE: A. Security Ntes o: Swinging Doors: 1) All pin -type hinges which are accessible from outside the secured area when the door is closed shall have nonreaovable hinge pins. In addition, they shall have minimum 1/4" diameter steel jamb stud with 1/4" minimum projects unless the hinges are shaped to prevent removal of the door if the hinge pins are removed. 2) The strike plate for latches and the holding device for projecting deadbolts in wood construction shall be secured to the jamb and the wall framing with screws not less than 2 -1 /2P in length. 3) Deadbolts shall contain hardened inserts. 4) St^aight deadbolts shall have a minimum throw of 1" and an embedment of not less than S /8 ". 5) A book- shaped or an expanding -lug deadbolt shall have a minimum throw of 3/4 ". Cylinder guards shall be installed on all cylinder locks whenever the cylinder projects beyond the face of the door or is otherwise accessible to gripping tools. Sliding windows shall be equipped with locking devices and shall be so constructed and installed that they remain intact and engaged when subjected to the tests equipped by Governing Code Section of locale. Sliding doors and windows shall be provided with a device in the upper channel of the moving panel to prohibtt raising and removing of the moving panel in the closed or partially open position. C. Notes: Hardware: 1) All locksets shall be equipped with six (6) pin interchangeable cores. 2) Substitutions for above -named manufacturer's will not be accepted. 3) Latch -Gard, Division of Air Flo Company, Inc., Post Office Box 705, Elkhart, Indiana 46514, Phone (219) 293 9581. 4) All Falcon, Adams Rite, and Simplex hardware shall be provided by Owner, and installed by the general Contractor. 5) Metallic sign over doors 1 and 2 stating: "This door must remain unlocked during business hours." Letters shall not be less than 1" high on a contrasting background. This sign shall be provided by Owner, and installed by Contractor on Aluminum header frame. (2 signs total required) 6) 7) 8) Keying: All cylinders shall be removable core, master keyed to existing system. Fabricator of Aluminum door shall install Owner- supplied cylinder and lock hardware before delivery to site. Threshold configurations to comply with all handicapped requirements. D. Toilet Room Accessories: 3TEM Grab Bar QUANTITY DESCRIPTION 4 Bobrick B-5437 - 1 -1/4" diameter DIVISION 9 - FINISHES 1. LATH AND PLASTER: A. Work Included: Lath and plaster work includes exterior Portland cement plaster scratch and brown coats and a finish texture coat. All work to be complete with required grounds and accessories. Plaster on studs to be over layer Grade "B" of building paper. B. Plaster Materials: 1) 2) 3) 4) S) Portland cesaent: Type I, conforming to requirements of ASTM C1S0 -16a. Hydrated Lime: Normal finishing type conforming to ASTM C6. Aggregate: Natural sand, conforming to ASTH C35. 1/2" chopped Fiberglass strands - AR (Alkaline Resistant). Water: Clean, potable, fresh and free from injurious amounts of acid, alkali, organic matter or other deleterious substances. C. Cement Plastee Bast Mixes: 1) Mix and proportion cement plaster as follows: a. Scratchcoat: 1 part cement, 1/2 to 3/4 part lime, 3 to 4 parts aggregate and 2 pounds of 1/2" chopped Fiberglass strands per this volume of cement. b. Brown coat: 1 part cement, 1/2 to 3/4 part lime, 3 to 4 parts aggregate and 2 pounds of 1/2" chopped Fiberglass strands per this volume of cement. c. Finish coat: ?, part white cement, 3/4 to 1 part lime and 3 parts aggregate. Machine- applied heavy - textured, blown -ors finish. 2) Mix only as much plaster as can be used in one (1) hour. • 3) Mix material dry, to uniform color and consistency, before adding water. 4) Protect mixes from frost, dust and evaporation. 5) Do not retesper mixes after initial set has occurred. D. Metal Lath and Accessories: Details and specifications are based on these products. Substitutions roust be equal in function and design. 1) Wire- Fabric Lath: Single ply, pre - furred, paper- backed, 1 1/2 x 17 gauge, hexagon shaped, galvanized woven wire stucco netting is firmly adhered to weather - resistant, Grade "D ", asphalt - impregnated paper backing eitlh water -proof adhesive. Available in rolls. "PLAsTERBAK" by Davis Walker Corporation, or "STUCCO NETTING" by K -Lath, 3.4 galvanized metal lath. 21 Building Paper: Grade "D" and Grade "B ". 3) Accessories: c. Decorative Reveals MM SYSTEMS DURA -TRIM, MM Dura- Bronze finish. All Dura -Trim styles (architect specify) where shown on drawings shall be as manufactured by MM Systems Corporation, Tucker, Georgia. All sections shall be extruded aluminum, 6063 -T5 installed in 10' -0" (3.04*) sections where possible. Fastening methods shall be as approved. All joints shall ha tight, neat and mitered. Installer to remove any field applied tape and excess plaster immediately after installation of system. The aluminum substrate shall receive a multi -stage chemical pretreatment followed by the electrolytic anodic coating (color 812 on 3E). The coating shall have a minims, coating weight of 27 mg. per square inch (AA- C22A34). b. Expansion control screed No. J- 4- U -7/8" with 1/4" gap, 26 gauge galvanized steel) separation screed, No. 17 -7/8 ", 26 gauge galvanized steel) soffit and foundations drip old No. 5, 24 gauge galvanized steel by "SUPERIOR METAL TRIM PRODUCTS". 2. GYPSUM DRYWALL: All gypboard to be: A. 5/8" thick Type "X" Fire Rated per ASTM C63078 equal to U.S.G. Firecode "C` panels. Use 4 ft. wide panels. B. Where noted on Finish Schedule use 5/8" thick moisture resistant Type "X" Fire - -rated wallboard equal to U.S.G. W/R Firecode "C" panels. Each sheet shall be marked by the manufacturer es to moisture resisting capability of the product. Seal all exposed and cut edges per manufacturer's recommendations. C. Install gypsum wallboard with long dimensions perpendicular to framing. 1) Nails: Number 13 gauge, 1 3/8" long, 19/64" head annular ring nails, 7° on center at ceiling, 8° on center at walls. 2) Screws: Metal suspension. System, Type "S -12" Bogle, 3/8" minimum penetration in metal framing. 3) Metal edges shall be applied at all exposed corners, ends, etc. 4) Access Panels: Inryco/Milcor, (414) 383 4030) Type operated locks. a) In gypsum drywall and ceilings use prime- coated steel. b) In tile- finish walls and "FPP "- finish walls use stainless steel frame and panel. Install gypsum wallboard in accordance with manufacturer's written instructions. "H" with flush screwdriver 3. Tff.E: Includes all work required to ship, install and grout all tile walls, bases and floors indicated in-the Drawings. Soe Color and Material Legend for tile and grout. A. Standards: 1) Installation of tile shall be as recommended by latest edition of the Tile Council of America Handbook. 2) Tile Flooring: F112 -83, thin set. 3) Interior Walls: W243 -03 (dry set). 4) Tile to be laid with Dryset mortar - conform with ANSI A1181.1 or Latex- Portland cement mortar - conform with ANSI A118.4. 5) All tile requires a long lead time. There shall be no substitute. 6) Provide all trim shapes, coved bases, bull -nose, etc., factorycut corner miters and inside base corner coves. 7) Glazed Tile: (Unless Shown Otherwise): Shall be installed thin set, stack bond, long dimension vertical. 8) Tiles shall be laid level and true in conforming to those standards and acceptable to the Owner's Representative. 9) Tile floors to be covered during construction with Kraft paper or polyurethane for protection. 4. CEILING SUSPENSION SYSTEM: A. Work Included: Provide complete suspension system for ceiling "T" bar for the prefinishing lay -in panels where indicated on the Drawings including all trim, and accessories. B. "T" Bar System: Exposed type main runners and cross "T "'s. Grid shall be 800 -01 white. System shall be complete with wall angles and hold down clips and other accessories (where required). The system shall be equivalent to Chicago Metallic Corporation, "LIGHT DUTY IH00 SYSTEM ". C. Hanger Wire: 1) 12 gauge galvanized for 8 square feet maximum supported area. 2) 10 gauge galvanized for 12 square feet maximum supported area. D. 3) 8 gauge galvanized for 16 square feet maximum supported area, with diagonal bracing for earthquake. Metal Trim: 1) Wall Angles: One Chicago Metallic Corporation hemmed edge molding Number 1479 -41, 3/4" x 15/16" x .024 thickness, white. 2) Hold Down Clips: Chicago Metallic Number 935. 5. ACOUSTICAL TREATMENT: Contractor to leave carton (6 pieces minimum) on job with Owner's Representative for future maintenance. The work under this Section includes all acoustic tile ceilings. See Reflected Ceiling Plan and Color Legend for manufacturer and type. 6. FIBERGLASS PANELING: Fiberglass reinforced polyester panels, "FRP ", 4• x 9' x 3/32" thick with embossed face. Material shall have a flame spread rating of 200 or less, Class III (C). See Color Legend on the Drawings for color. Use: MARLITE CORPORATION OR =MLITE CORPORATION 202 Kager Street Joliet, Illinois Dover, Ohio 44622 (216) 343 6662 (910) 633 1553 Panel to be installed vertically with no horizontal joints, apply panel with C -375 adhesives, match color metal mouldings at all edges, corners and joints. Omit corner moulding where shown to receive Stainless Steel corner guard. 7. VINYL WALLCOVERING: All vinyl covering to be furnished by the Owner and installed by the General Contractor. Install per manufacturer's recommendations. 8. PAINTING AND STAINING: APPLICATIONS: A. General: The finished surface shall be waves, laps, brush marks and variations B. Coating Process: Sufficient time shall to permit proper drying. C. Storage, Mixing and Thinning: 1) General: D. free from runs, dropi, ridges, in color, texture and finish. elapse between successive coats At time of application, paint shall show no signs of hard settling, excessive skinning, livering or other deterioration. Paint shall be thoroughly stirred, strained and kept at a uniform consistency during application. 2) Storage: The painter shall store all materials and equipment in a.roosi assigned for that purpose Precautions shall be taken to reduce fire - hazard and the roost shall be kept clean and in good condition. Cleaning: 1) During progress of the work, do not allow the accumulation of empty containers orSother excess item=s except in areas sufficiently set aside for that purpose. 2) Schedule all cleaning and painting so that dust and other contaminants from the cleaning process will mot fall an vet, :+wly painted tutee's. E. Metal Surfaces: 1111 11111111. 11111111111111111111 11 1 21. 1 ii1l.li.1z lilt 11H IIII11111 111111111 Galvanised Metal: Clean all surfaces thoroughly with solvent until they are completely free from dirt, oil and grease. Allow To Dry Th=oroughly before Application of paint. 14 1111111111111Ni 111111111 1;1 i. .ill o�l 1(i 1111111111111111111 1111I1111111116 111111111 11) 15'4 111111111111"1:11111111 111111111Th 1111 1111111111 c 11111111! 1111111 1 7, !mil. I 11111111i114111i1 r. Extra Paint: Contractor shall provide one (1) quart of unopened paint, stain and sealer of each color and type used in labeled, covered cans for the Owner. Place in cartons for storage. G. Exterior Painting: 1) Metal: H. One Coat Primer Two Coats per Schedule Note: Primer may be eliminated if item factory primed. 2) Cement Plaster: Painted Two (2) Coats per Schedule. Interior Paintins: 1) Metal: Same as exterior metal. 2) Smooth Finish Gypsum Board Walls and Ceilings: Flat Coat Wall Primer. One Coat per Schedule. GLOSS OR EGGSHELL- One Coat Wall Primer. Two Coats per Schedule. 3) Oak Trim (Smooth Wood) "Stained ": One Coat Transparent Stain. Two Coats Clear Urethane, Satin Finish Varnish. Inside throats of air conditioning supplies and returns in public areas Spray Black to a point out of view. DIVISIONS 10 - SPECIALTIES 1. PORTABLE FIRE Ei(TINGUISHERS: Conforms to N.F.P.A. Pamphlets No. 10, 10A and 96 and manufactured by: L. INDUSTRIAL MORRIS INDUSTRIES (FYR FYTER) or equal. 2. MOP HANGERS: Furnished by Owner, installed by the General Contractor. DIVISION 11 - FOOD SERVICE EQUIPMENT 1. FOOD SERVICE EQUIPMENT: A. The General Contractor's Responsibility: The General Contractor shall be responsible for coordination of this work and for hook -up of Food Service Equipment provided by others and for the installation of certain items provided to him by the Food Service Equipment Contractor. B. Separate Contract: All work shown on the Food Service Equipment Drawings (K sheets) is for the purpose of indicating the General Contractor's work in relationship to the Food Service Contractor's work. The fixtures themselves will be supplied and set in place under a separate contract. No other work will be required of the General Contractor other than that specifically required on the Architect's Drawings and the Food Service Equipment Drawings. C. Service by Food Service Equipment Contractor: The Food Service Equipment Contractor will visit the site at mutually agreed upon times for the purpose of verifying the correctness of stub -outs for utilities and construction in general related to the installation of Food Service Equipment. 2. RELATED WORK DESCRIBED ELSEWHERE: A. Plumbing: Woik of Section "Plumbing" includes setting of faucets and connections to services, interconnections of equipment) floor drains in vicinity of indirect drain outlets) faucets and trim. B. Electrical: All line switches, safety cut -outs, control panels, fuse boxes and other controls, electrical receptacles, fittings and connections, except as otherwise specified in Section "Electrical ". Electrical Contractor, Section "Electrical ", will make final connection to the building from all junction boxes. DIVISION 12 - FURNISHINGS 1. FURNISHIWG: DIVISION 13 -- 1. SPECIAL CONSTRUCTI M: DIVISION 14 1. CONVEYING SYSTEM: Not Applicable. SPECIAL CONSTRUCTION CONVEYING SYSTEMS 1 DIVISION 115 -- MECHANICAL 1. PLUMBING: (SEE PLUMBING DRAWINGS): 2. BEATING, VENTILATING,, AIR CONDITIONING AND EXHAUST HOODS: "NOT IN CONTRACT" (N.Y.C.). See Nschanicel Drawings. DIVISION 16 - ELECTRICAL 1. ELECTRXCAL: See Electrical Drawings. DRAWN BY: ISSUE DATE 2 LIJ 0 0 z J_ m co ge co 411 FOODMAKER, INC. 9330 BALBOA AVENUE SAN DIEGO, CA 92123 W co 2 z CO r ECE D -) Cr f OF tUi&IL S E r 1987 BUILDING WI; tad a c3 GC 4C 4 ce SEP 4 1987 • ,o1aao a NO1 D21'49" Yet 189.94' a • FLOOR DRAIN FO F.P.HOSEBIBB _�. p P P S87D52'29"E 172.04' TRANSFORMER ON CONC. PAD 1 -C- DOWNSPOUT CONNECT TO STORM DRAINAGE, SYSTEM PER GRADING PLAN POWER POLE CY) CD i'" TRAFFIC SIGNAL LIGHT `- TRAFFIC SIGNAL BOX III lll�i111111 I_ 1 IA 1 1,11 711 ,�;!I i� IiI;llflln 11'Il�ll!I III 111 2 111 111 HI I III O!I II lIHllI111 {�!I(illl!I DELTA=9D23'17" R�97.00' LUT185.94' STRANDER BLVD. (UNIMPROVED) »--� DRIVEWAY IMPROVEMENTS BY OTHERS iill111111111 1 'I111 !11 ! ►I IiH1111111hh11! 1' Ili! !TIM! !I11 IZ 1111) 1111*11;',�;iilli;l!I �.- DELTA= 914113'32" R= 35.00' 1=55.73' UV i cos PLUMBING SITE PLAN SCALE: 1/16" = 1' -0" SCALE: 1 /16" = 1' -0" NOTES: 1. ALL UTILITY LINES SHALL BE HUNG FROM UNDERSIDE OF BUILDING FOUNDATION AND PROVIDED WITH FLEXIBLE CONNECTIONS TO ALLOW FOR SETTLEMENT OF THE GROUND. 2. PROVIDE 3/4" H.W. LINE BELOW GRADE TO F.P HOSEBIBB IN TRASH ENCLOSURE. INSULATE WITH 3/4" FIBERGLASS INSULATION IN 3" PVC PIPING. 3. PROVIDE COORDINATION TO ENSURE THAT IRRIGATION PIPING CAN RUN UNDERNEATH PAVEMENT WHERE REQUIRED. 4. PROVIDE PRECAST CONCRETE GREASE INTERCEPTER WITH 1000 GAL. (MIN.) CAPACITY AND GASTIGHT COVERS. COVERS MUST BE ACOREVEIVFD 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITY LINES. CITY OF Ttil< =,MICA S A , Su J ) �I. 0 r_ t I, BU94fING Dom. DRAWN BY: BBUE DATE: BUILDING TYPE: JOB NUMBER: UR Z N w 0 0 0 IL 9330 BALBOA AVENUE SEP 4 1987 109242 PLUMBEINIG FDCURE SCHEDULE MIN. CONNECTION SIZE �OTES DESCRIPTION ABBREVIATION :SCRIPTION Ell) VERIFY EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF UTILITIES AND PIPING BEFORE COMMENCEMENT OF WORK. AND IMrEDIATELY NOTIFY THE ARCHITECT CF ANY DISCREPANCIES. LAVATORY AMERICAN STANDARD ELONGATED WATER SAVER CADET •9469.016. FLOOR MOUNTTED 18' HIGH TO COMPLY W/ HANDICAPPED CODES, W/ OLSONITE 1°95 CC OPEN FRONT SEAT, (NO COVER). SLOAN 110-3 FLUSH VALVE. AMERICAN STANDARD ALL BROOK OK •6540.017 TOP STUD, WALL FUG W/ SLOAN '180 FLUSH VALVE (•17' TO LIP) AMERICAN STANDARD 'OECLYN' "C321.O26 (19 x 17) WALL FLNG, WHITE W/ CHICAGO "802A -335 SELF CLOSING FAUCETS AND •327 CP STRAINER & TAILPIECE. LAV. SINK ITEM •86 (KIT. DWGS.). SUPPLIED BY KITCFEN EQUIPMENT CONTR. & INSTALLED BY PLUMBING CONTRACTOR. FR_OOR SINE JR SMITH •3141 FLOOR SINK V2' 2' 1 1/2' TP. JR SMITH "3141 WITH BRASS COVER (TRAP PRIMER •2699) PROVIDE BLANK COVER W/ GASKET & SEAL. FEED FROM NEAREST CW SUPPLY. JR SMITH •2005 -A (KITCHEN AREA) TPR.V. G.V. S.O.V. JR SMITH •2005-AP (TRAP PRIMER •2699). USE IN TOILET ROOMS ONLY. FEED FROM LAV. C,W SUPPLY. CAN WASH DRAIN TILED MOP SINK BY OTHERS W/ .R SMITH •2013-B R_OOR DRAIN_ ACORN •8131 ROUGH BRASS W/ VACUUM BLEAKER INSTALL_ AT CAN WASH IN OUTSIDE TRASH ENC OSUER. IN FREEZING AREAS INSTALL JR SMITH °5610. ACORN •8121. ROUGH BRASS W/ VACUUM BREAKER SOIL OR WASTE BELOW GRACE OR FLOOR SOIL OR WASTE ABOVE GRADE OR FLOOR DOMESTIC COLD WATER DOMESTIC HOT WATER GAS PIPING CONDENSATE DRAIN SANITARY VENT SANITARY VENT BELOW FLOOR TEMPERATURE PRESSURE RELIEF VALVE GATE VALVE SHJT OFF VALVE GAS COCK UNION HOSE BIBS ACCESS PANEL FLOOR CLEANOUT WALL CL_EANOUT GRADE aEANOUT OBTAIN EXACT LOCATIONS AND MOUNTING F'EIGHTS OF PLUMBING FIXTURES AND KITCFE N EQUIPMENT FROM ARCHITECTURAL AND KITCFEN EQUIPMENT DRAWINGS. `✓ CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE AND CONNECTIONS AND SHALL PAY FOR ✓ ALL PERMITS. FMI WILL PAY AU_ FEES. CHARGES AND METERS. TERMINATE ALL VENT AND FLUE OUTLETS AT 10' -0' MIN. FROM ANY FRESH AIR INTAKES. INSTALL ALL PLUMING TO AVOID INTE}fERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. NO WATER OR DRAIN LINE PERMITTED OVER OR UNDER ELECTRICAL PANELS. PROVIDE FAUCETS UNLESS OTHERWISE NOTED, TRAPS, STOPS, GATE VALVES, GAS COCKS. WATER HAMMER ARRESTERS. CLEMNOUT COVERS, AND INDIRECT WASTE TO AN APPROVED RECEPTOR AMU ALL NECESSARY TRIM FOR A COMPLETELY CONNECTED PLUMBING SYSTEM. RECORD ON AS-BUILT DRAWINGS, ALL SIZES, LOCATIONS. INVERTS AND MATERIALS OF EXISTING PIPES THAT ARE ENCOUNTERED DURING EXCAVATION AND PIPE INSTALLATION. DELIVER AS-BUILTS TO FMI CCNSTRUCTION MANAGER BEFORE FINAL PAYMENT IS MADE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODES. RILES AND REGULATIONS GOVERNING THIS PROJECT. UPON COMPLETION OF JOB, INSPECT ALL EXPOSED PORTIONS OF TIE PLUMBING INSTALLATIONS AND COMPLETELY REMOVE ALL EXPOSED LABELS. SOIL, MARKINGS. AND FOREIGN MATERIAL EXCEPT PRODUCT LABELS AND THOSE REQUIRED BY LAW. RAYPAK •133 THWS FACTORY PACKAGED WATER FEATER W/21 GALLON STORAGE TAME 1 V4' 1 1/4' 1/2' 136 MBH GAS INPUT: IN -LINE CIRC. PUMP W/OPERATING TFERMOSSTAT. 130 GPH RECOVERY • 100F RISE. 125 PSI OPERATING PRESSURE. 120/1/60 ELEC. AGA RATED. SEE PIPING DIAG. SEE PIPING DIAG. SEE PIPING DIAG. SMITH 4000 SERIES CAST IRON BODY ADJUSTABLE SCORIATED SECURED NICKEL BRONZE OP. SIZE Q I•,2• Ts' W/ Fl i s r:. JR SMITH 4261 SERIES. C.I. DOUBLE FLANGE BOGY W/ EXTRA HEAVY DUTY SECURED SCORIATED C. 1. COVER W/ LIFTING DEVICE. TOP FLUSH W/ FINISH FLOOR. JR SMITH °4710 STAINLESS STEEL.. WALL ACCESS COVER W/ CENTER SCREW (V4' x 20 x 2 V2' LONG). S.S. KOTCHEN EQUOPMENT SCHEDULE MINIMUM BRANCH SIZES I.W. W. V. CW HW GAS TRAP WALK-IN FREEZER COIL I.E. BEL. DN. PLR. ABV. 0.6. F.U. I.W. UON F.S. F.O. F.W. VENT THROUGH ROOF POINT OF CONNECTION INVERT ELEVATION TERMINATE ALL INDIRECT WASTE LINES ABOVE FLOOR SINK WITH r AIR GAP. PROVIDE RIGID GAS CONNECTIONS TO ALL EQUIPMENTS OR APPLIANCES, EXCEPT PROVIDE FLEX CONNECTOR AT WATER FEATER AND WFERE LOCAL JURISDICTION PROHIBITS SUCH FITTINGS AND W1-ERE INDICATED. VERIFY ALL EQUIPMENT AND APPLICANCE CONNECTION SIZES PRIOR TO MAKING FINAL CONNECTION. REDUCE BRANCH PIPE SIZING JUST PRIOR TO CONECTION TO UNIT. BEFORE USE OF ANY WATER SUPPLY SYSTEM, IT SHALL BE STERILIZED BY SLOWLY FILLING WITH WATER TO WHICH A STERILIZING AGENT HAS BEEN ADDED AT A RATE GIVING 50 PPM OF CHLORINE, AS DETERMINED BY RESIDUAL CHLORINE TEST AT EXTREMITIES OF THE LINE. AFTER LINES HAVE BEEN FILLED FOR A PERIOD OF t3) HOURS, TESTS FOR RESIDUAL. CHLORINE SHALL SHOW NOT LESS THAN 50 PPM. IF LESS THAN 50 PPM HAS BEEN INDICATED. DRAIN OR FLUSH OUT 11-E LINE AND REPEAT STERLIZATION TREATMENT. AFTER STERILIZATICNI, THE LINES SHAD_ THEN BE FLUSHED OUT UNTIL ALL TRACES OF CHEMICAL HAVE BEEN REMOVED. FLOOR ABOVE CEILING DRAWN BY: ISSUE DATE: M N W_ 0o Z Cr CD w CO it LL PUNNING FDXUWE UNITS WATER PIPING WASTE PIPING TOTAL H.W. F.U. TOTAL WASTE F.U. WATER CLOSET FLUSH VALVE) WALK -IN FREEZER COIL 81 CFH EACH (2 TOTAL) 80 CFH EACH (4 TOTAL) COFFEE MACHINE FILTERED CW FROM ITEM 80 POT SINK DRINK DISPENSER DRINK CABINET TABLE ICE MACH. W! REMOTE CONDENSER ICE BIN 3 CON4ARTMENT SINK UillITY SCHEDULE FRYER FLEX HOSE & QUICK DISCONNECT WATER FILTER 60 LONG - CONNECT TO EQUIPMENT FIXTURE UNITS METER SIZE STREET PRESSURE OB NUMBER: FOR ICE MACHINE, DRINK DISPENSER AMA COFFEE MACHINE 1V2'W.M. 2" SERVICE SYRUP RACK INCLUDES CARBONATORS BUILDING SEWER SEWER DATA SEE KITCHEN DRAWINGS FOR EQUIPNENf SIZE & EXACT ROUGH-IN LOCATION GAS DATA I.B.H.) NATURAL GAS) SPACE HEATING TOTAL 1440 LONGEST PIPE RUN FR. METER F TOTAL FIXTURE: UNITS ¶T 1987 H111;11411, 111111Hypliiii 1 1 2I, 1 3 l RI ilflj r�iI 111,1 IIIiII iil Lill I I iiI11 •1 !(i Is i L 1.1111Hildrnil i;hIll'iil H1,111 I1 1'll�i�l�ljlj r i51 fit:. 11il;i 111.li0i1W i'l1 Z 01011 111, I��fll 'I�! �i!ill 41 a ■•••■•. • SPECfiFIC 3' W. UNGROUNO TO (TEASE INTERCEPTOR, FOR CANT. SEE SHEET PS-1, 114 FU) r BUILDING C.O. EVAPORATOR, SEE KITO-EN EQUIP. DWGS. SANITARY SOIL, WASTE. Atil VENT SYSTEM: SOIL & WASTE PIPING BELOW SLAB & INCLUDING YARD PIPING SHALL ce STMOAt"d3 WEIGHT CAST IRON SOIL PPE & FITTINGS . TIE CALLINGS SHALL BE STAINLESS STEEL SHIELDS MD QAMPS WITH t■EOPF GASKETS. VENT PPM ABOVE FLOOR SHALL BE SCHEDUE 40 GALV. STE.. PIPE WITH CAST IRON DRAINAGE PATTY! SCREW FITTING,S. 2. WATER PIPING ABOVE SLAB= TYPE V. HARD IJRAWN TUBING WITH 95-5 TIN/LEAD SOLDER JOINT FITTINGS. 3. WATER PIPING BELOW GRACIE OUTSIDE BUILDING: TYPE X' HARD DRAWN COPPER TUBING WITH 95-5 TIN LEAD S LDIER JOINT FININGS WEE E STREET PRESSURE EXCEEDS 80 PSI. PROVIDE PRESSURE I7 DUCIN3 VALVE ASSEMBLY COPWLETE ASSO€LY OONPLETE WITH RELIEF VALVE. NO JOINTS Will BE ALLOWED U W BUILDING SLAB. 4. GAS PIPING: SCI+40 BLACK STEEL PIPE WITH MALLEABLE IRON FITTINGS. ROUGN-81 NO OOIECT KITCHEN EOUIP. INDICATED, SEE KITCHEN EQUIPMENT TRAWINGS. O SEE KITCHEN ROUGH-14 PLAN SI•EET P4 FOR KITCHEN ROUGH-84 LOCATIONS. COORDINATE FIXTURE ROUGH-IN LOCATIONS WITH FOUNDATION PLAN SHEET A-2. 04 REFER TO RISER DIAGRAMS FOR PIPING SIZING. �5 HORIZONTAL VENT LENGTHS & SIZES ARE IN A CCR 3ANCE W/ TABLE 4 -3 WIFaORM PLUMBING CODE. 6. INSULATION ALL HOT & COLD WATER PIPING BELOW ROOF SHALL BE INS tATED WITH PPG' INDUSTRIES, CERTAIN TEED SAINT LGBAIN SNAP-ON OR JOHN MANSVLLLE MICRO -LOC. ALL AIR-CONDITIONING CONDENSATE DRAIN LINES SHALL LEE INSU.ATED WITH JCII +ANSVLLLE 'AERIV11 • FOAM ELASTIC PIPE INSULATION. VT THICK. INSULATE ALL NOT WATER PIPING ABOVE ROOF WITH JOH+MANSVIL E 'AEROTUBE' FOAM PLASTIC PIPE INSU1ATION. V THICK. r C. Ur TO AC U4IT. SEE T. WATER RAMM R ARRESTERS: ALL STAINLESS ST®.. CONSTRUCTION. BELLOWS-TYPE. POI APPROVED & CERTFED SIZING d. PLACEMENT CALKING TO RLP 6ING 1 DRAINAGE INSTITUTE STAPO.ARO POI-WH 201 LATEST EDITION & AS MANJFA TL RED BY JR. SMITH. ZU N OR PFF. INC. r c.c.s.—) DRAWN BY: AC UNIT ON ROOF, SEE MECHANICAL CRAWINGS 1 V2' V. RISE TO ABOVE CEILING 4' W. I■JE33GROUND FCR OW. . SEE PLIHB. SITE PLAN PS-1 OUTSIDE G FO I A�S�Ep CO NT. INTERCEPTOR. R Cyry . SEE SHEET PS-1 • s W VJ VJ TERMINATE VENT AT or ABOVE TRASH `y1 ENCLOSURE WALL. 1 AT TRASH ENCLOSURE SEE SHAT PS-1 ROUTE 9' C. DOWN IN WALL APO SPILL OVER FLOOR SING WITH r AIR GAP. TYPICAL AC WIT ON ROOF. SEE NEci ANICAL CRAWINGS * 1 � 1V2..,1 1 ice• cr 1 V 1 GJCA 1 1 1 e� / /1'/ / 1 co 0 r r'` \ vTR N. --y p 1 1 1 1 1 F 3' Vr 1 V2 �r 2 1 %lir° •, vyG' i .,�. N.41V1 / ..-26 .1 Vr_. --.1 1V2'. F.C.O. '% ` 1 4' CA can StEE PS -1 0 Z J 5 ao cc m z m 0 CD 0 O` LL IIECEfVF.D CITY OF TUKWILA r-h �s BUILDING DEPT.' 1987 u. FL PLAN W ° STE o VENT POPONG VENT RDSER MGR SEP424'� lilI !it r4I [1 III !dull ,!111 1T _ 7 HO!!! IIII 1111 Iilllilllil 2 [f_. 111111111 illllllilil I Iii � 3 ()If 11111111111111 6 1,11 Iii I�iI Illii 1L 19 a !III�1111!11111111Il1� 1111111 111iiill' !! i6 t' t: z w I 1 111111 11 11111 1111!11 1111111"1111111 {0!242 ._ — AJTO-SWT OFF VALVE ABOVE CEILIN3 RR4IS -€O BY FI000 SUPPLIER (TYP. OF 2) SHUT-OFF VALVE ABOVE CEILING (TYP. OF 2) 3/4' HW IN 3' PVC CO\CUIT TO ROUTE UN ERGO:UM) SEE SHT. PS -1 GAS WETTER ABOVE GRADE. UTILITY SERVICE BY LOCAL GAS UTILITY CO. ALL PIPING SIZED ON 8' W.C. ROUGI +IN AND COOECT KITC EN EQUIPFF_TR INDICATED, SEE KITCHEN EQUIPh1ENT DRAWINGS. SEE KITCHEN ROUGH-1N PLAN SHEET P4 FOR KITt3EN ROUGFHN LOCATONS. STUB-OUT 1/2° FILTERS CW AT 448' GAS UP TO AC UNIT AC UNIT ON ROOF. SEE MECH. DRAWINGS STUD.O JT 1. G. FOR R JTt E STUB-OUT 3/4° FOR 3/4° FUTURE (IOO MDI-0 CO-ORDINATE FI XTURE ROUGH-1,11 LOCATIONS W/ FOJWATION PLAN SHEET' Al 1 V4' H. & CW UP THAI.! ROOF TO °0 71 / • . 2° CW BELOW GRADE. SEE PLU43ING SITE / `. C) SITE PLAN PS-1 FOR caw. __i:IL ./ 4wli 3° PVC C0l�OUiT S AT CEILING / 1 TYP. FOR 2. SEE i f I MIN. RADIUS • 24' ..P4' SHUT -OFF VALVE ON RISER AT •24' STNS -OUT 3/4' CW AT 434' FOR FILTERS l °" J STUB -OUT 3/4° FILTERED CW AT •84° R(1 TOTAL LOAD • 1440 FEH DEVELOPED LENGTH - 80 FT. PIPING FOUR NATURAL GAS REFER TO RISER DIAGRAMS FOR PIPING SIZING. CONFECT ALL GAS FIRED KITCHEN EQUIPiENT W/ RIGID C +ECTIONS. PROVIDE ENGRAVED LABEL ADJACENT TO SOV ON WALL - 'MAIN C.W. SHUT-OFF VALVE'. PROVIDE EIVGRAVFD LABEL BELm CEILING LEVEL AT PRESS. RED. VALVE - 'PRESSURE IZEDUCIN3 VALVE ABOVE CEILING °. m U Z W GAS U' TO ABOVE CEILIIG GAS PEIPING REISA211 NO SCALE ALJTO SHUT -OFF VALVE ABOVE CEILING TURN. BY HOOD SUPPLIER STUB -OJT V2' FILTERED AT •48' sit -OUT 3/4' FOR FUTtRE DISHWASHER 3/4° HW BELOW GRADE ID AT CAN WASH IN TRASH ENCLOSURE. INSULATE W/ 3/4° FIBERGLASS IN 3° PVC C!CP IXT 3° PVC 0 KUIT DOWN IN WALL STUB-OUT AT •24' ABOVE ROM. SIM. TO t1• 40 110. de AC UNIT ON ROOF, SEE PtH DRAWINGS 1• 3/4' PROVIDE PRESSURE FC3UCI3 VALVE ABOVE CEILING wHEN CIYY WATER PRESSURE IS ABOVE 83 PSI SEE 7A-S ISSUE DATE: 3/4° 1 OS NUMBER: 8443 S.O.V. AT •24' , RECEIVED CITY OF TTumiLA U., '1 A .j 1987 BUILUINQ DEPT. N W TER G PIPING MISER 111111 1111111 ICI j '1i I t'li. 7j__ [ 54'11- !III 1HI f►.1! lli+ii'Iil I1;1 11111111 I�lii 9I11 1 i 1 i 01 i 13 18 IliI; IIII!i11�1111I111I�1111i +!i 1111 [. 1111 11111111 11111i1111 1!) in111!ll HILIII 1111 Nu. 1 1 11111h11 X1111111 1 P 4 ''9$7. CONNECTIONS TO COIENSING UNITS ON ROOF LIQUID LINE (SIZE AS PER MANUFAC.) ASME TPRV SET AT 210F. 125 PSI STYROFOAM REFRIGERANT FOAM SUCTION LINE (SIZE AS PER MARE ACJ SIL100NE SEALANT REFRIGERANT L IDES DOWN IN WALL SYRUP LINES FLOW SWITCH CIRCU.ATING PIMP LIQUID LINE (SIZE AS PER MANNoLFACJ SYRUP LONE CON.DUOT REFRIGERA T LINES SHALL BE INSULATED AS PER MAN 'AC. REGUIREJNTS SUCTION LINE (SIZE AS PER MANdUFACJ 1V4'H &CW_ GOWN TIRO ROOF REFRIGERANT LINES IN CEILING SPACE 12 GA. G.I. STEEL CHANNEL BACKING. TYP. ANCHOR PLATE W/ SELF TAPPING BOLT PLATFORM. SEE ARCH. DRAW INGS 1V4' GAS COCK & FLEX. CONK. DRAWN BY r N C° O Cw Q u►s Z Cr (i) CD w rU CONNECTION MOP SINK FAUCET ESCUTCHEON WATER LINE ICE WIACHNES' PERVGIERANT LEES WATER HEATER BLOCKONG DETAIL NO SOLE LU MR- OPOITIONING WIT UNION OONtVECTION SCREW CAP (CLEAN OUT) PRESSURE RELIEF VALVE UNION. TYPICAL. GATE VALVE.. TYPICAL (SAN.) MOUNT VERTICALLY AT .24' W 3 REFRIGERANT LIWES GOWN THROUGH ROOF. REFER TO TYPICAL PIPE PENETRATION DETAIL SHEET A-7 SLOPE MAIM ME MIN. V4' PER FOOT DOWN IN DIRECT ION OF FLOW 2' CW SUPPLY PRESSURE REDUCING VALVE W'WINS' 1 1/2' SOO YSBR W/ STRAINER ALL BRONZE SET AT 80 PSI DISCHARGE PRESSURE CONNECTIONS TO EVAPORATORS 1 0 1 1a. cn z O INSTALL PRESSURE REDUCING STATION VALVE ASSEMBLY WHEN STREET PRESSURE EXCEEDS 80 PSI. MOUNT NORIZWTALLY ABOVE CEILING. REFRIGERANT LINES IN CE LING SPACE (SIZE AS PER FACJ AC UNIT COND. LONE PETES PLUG TYPICAL SPILL DRAIN TO OUTSIDE OF WILDING 2' CW TO FIXTURES PRESSURE RED. VALVE u. z WU'S REFRIGERANT LINES r 1 I 1111 111 ij111111 f� 1.1 f:1. 711 11i!!11!(l!1111 '�llllh111 t1 1 (1 11111111111111 T j("i 1111111111111i /, 19 1111!111IIIi 1111 No. x „'._. , ilU f c '6 .11J) 1 1i1111P1111111 1111111H 1111111111111111111 1111111111 10031411 • • • ;•.. pia r'. 1,.10 : :PLUKB /GMTESPIPe_ PART w GENERAL 1 .1 Pend. #TENS r CRA IMCLtl1� A. Soil, waste and rent drains S. lent and cold domestic eater system C. Fuel gas system D. Condensate drain E. Valves and accessories F. Utility connection requirements G. Potable water disinfection 1.2 RELATED NOR SPECIFIED ELSEWHERE A. C. 1.3 REQUIREMENTS A. Codes: Trenching and back f i 11: Section EARTHWORK Fixtures and equipment: Ste Plumbing Fixture Schedule Paintinyl: Section PAINTING Uniform Mechanical Code Uniform Plumbing Cods California Administrative Code. Title 24 National Electric Code (NEC) Applicable Local Codes Applicable Safety Codes S. Standards: 1. Marken • $16.18 816.22 016.29 2. Amer icam FOCIONALSA A74 4306 • 01785 sow 02466 02564 on plans National Standards Institute (AaSt): Cast Bronze Solder -Joint Pressure Fittings wrought Copper and Bronze Solder -Joint Pressure Fittings wrought Copper and wrought Copper Alloy Solder Joint Draining Fittings Soc 1 ety for Testing and Materials (ASTM): Cast Iron Soil Pipe and Fittings Solder Metal Seamless Copper Mater Tube Copper Drainage Tube (OWY) PLUMBING SYSTEMS PIPING 15410 -1 Polyvinyl Chloride (PYC) Plastic Pipe, Schedules 40 and SO prey 1 P1ast1_c Mbl4ii and F1strud1ng Nat�!alg Socket -Ty PYC Plastic Pipe Fittings Solvent Cements for PVC Plastic Pipe. and Fittings C. Submit catalog data: 1. Valves and accessories 2. hangers and supports 3. Clsanouts 4. Dielectric connections S. Water hammer arresters 6. Floor s i nks and floor drains PART 2: PROOUCTS 2.1 MATERIALS A. Cast iron OWN piping system: ASTN A74 B. Copper OWN piping system: Type DWV copper per ASTI 8306 C. Copper pressure piping systems: 1. Piping: Type "L' copper per ASTM 888. 2. Fittings: Solder -joint cast bronze per ANSI 816.18 or wrought copper per ANSI 816.22. 3. Flanges: Class 154 pound bronze; NI8C0; O1ASE; or equal. 4. Unions: Solder -end bronze: $I8C0; CHASE; or equal. S. Water valves: a. Gate. 2 -inch and smailer: 125 psi wedge disc, rising stem, inside screw, bronze: CRANE #428; MILWAUKEE #1148; or equal. b. Check valves: 150 psi, bronze swing check; CRANE; MILWAUKEE; or equal. 6. Air valves: Bronze, screwed ends, 193 SWP; CRANE #431418; STOCC- HAM 9120; or equal. 7. Quick connect coupling: 1/2 inch size brass constrvc ion; ?ARKER HANNIFIN; AMFLO; or equal. PYC piping systems: F0004AKER PLUMBING SYSTEMS PIP :NG 15410 -2 X087 1. Piping: Schedule 40 PYC per ASTM 01785 or ale 80 PYC per ASTl1 2. Fittings and flanges: PYC Schedule 80 soot wo14 Pe ASTM 0240 3. Water valves: Same as for copper piping E. Joints in piping: 1. Copper: Solder joint 2. Plastic: Socket weld and fusion weld 3. Cast iron: Compression; or no-hub joint 2.2 FIXTURES See Plumbing Fixture Schedule on plans. 2.3 EQUIPMENT A. Hangers and supports: 1. Split -ring type, galvanized: GRINNELL; SUPERSTRUT; or equal. 2. Trapeze type, galvanized: UNISTRUT; KINOORF; or equal. 3. Bolted steel clamps. galvanized: GRINNELL; SUPERSTRUT; or equal. 4. Vertical strut type: UNISTRUT; KINOORF; or equal. B. Piping isolators: Metal -clad hair felt type specifically made for isolating pipe from hanger: SEMCO Trisolators; SUPERSTRUT Type C71S isolator; or equal. C. Water hammer arresters: J.R. SMITH Hydrotrol; URN Shocktrol; or equal., D. 6actfiow precentor: Reduced pressure type, bronze conitucttoe, three- year approval by the Foundation for Cross- Co.nectlow Control Research, University of Southern California: FEUD Model 83S; 6EECd; sr opal. E. Dielectric connections, insulating unions: CAPITOL; CLAYTON- 1lARft (Petro) ; or equal. For cold water only, Schedule 80 PENTON, or CPVC nipples. 4 -inches long, may be used. 2.4 MI SCELLAIMEOUS MATERIALS A. • Flashing for piping protruding through exterior walls or roof: 11i- ounce per square feat capper; oR 4-pound per square foot toad i. Solder: /5 (tea snttmoany) per ASTN 632 C. Calking lead: 99.7 percent pure lead 0. Pipe sleeves: Steel, cast iron or plastic E. Escutcheon: Cast iron; malleable iron; painted or chrome plated FOOOMAKER F. Insulation: MANVILLE 'Aerotube "; or equal PART 3: EXECUTION 3.1 A. B. C. 0. INSTALLATION - GENERAL _ . Piping includes ell piping fittings and valves; connect to existing piping utilities as indicated. Conceal all interior piping in walls or above ceilings,. except where shown to be exposed. Provide for'expenston and contraction of all pipe. Provide reducing fittings for all changes in pipe sizes; do not use bushings. Provide dielectric Isolation between dissimilar metals and. where re- quired at equipment connections. Provide fittings for all changes in pipe direction. 6. Contamination precautions: Do not cross - connect or interconnect be- tween potable water piping and drain` soil or waste piping. 3.2 INSTALLATION - SYSTEMS A. Water piping: 1. Copper Type L. 2. Provide shut -off valves as indicated. 3. Provide drain valves where required for complete system drainage. 4. Provide water hammer arresters sized and located per Table V, W'H- 201, and as Shown. S. Provide backfiow preventer where shown. 8. Sanitary piping: 1. Soil, waste, and vent piping underground: Catt iron. 2. Soil, waste, and vent piping aboveground: Cast iron or copper DWV Piping. 3. Grading: Slope horizontal soil and waste piping 1 /4.inch per foot where possible, but in no case less than 1/8 -inch per foot. • PLUMBING SYSTEMS PIPING 1541,..3 FOOOt4 AKER PL.1M6 I NG SYSTEMS PIPING 15410 -4 fECENED CITY OF TUKINHA s E P ,i 1987 BUILDING DEPT.` 4,470 (45 Z$ amallum CE1 W CPO: Q I 1 INILA 0 28 W i ti Y ce Q BUILDING `HYPE: OB NUMBER: • 111'111 i�llli I►I1I1III1I1I� I t I � 1 ftI 1i11�1111i1i,111111I! 1111 I Ill 1 1111 1 11(1 11I11;1 '1 '1'1'1'1'1T1 6 111 M! 8 111111111 G 1 19 1111111111111 1111111 11111161 111'1111111''11 :!1 1 z._ -dIill) Il 1 111111111 1111 !111h1�1 I1u1ffil S F. P 4 1887 Ni,,cna, A . .•�•,., �c 10 '.9ntI Pr1,04.hj n'h ®'..:n.ie1 Stoics )i Arne,c4 ?ny ,,\{ '•.n' 0, priors !two,' o. ,$e1.9 (011,Vpit .I nitntO ht�t �' 'nd� not be rtwoduced In env +orm without the specific wrnta^ permnnon of Nations! All Systama. Inc Tht• within cloven is the exclusive property of National Air Systeme, Inc.; the delivery of the enamel or copras thereof does not constitute publication thereof. PART I - GENERAL CONDITIONS A. B. Conform with all applicable provisions of the General Conditions, Supplementary Conditions and the General Requirements. This Mechanical System has been furnished and installed by: NATIONAL AIR SYSTEMS INC. 1842 Flower Street GLENDALE, CA 91201 (213) 245 -6611 1. 1 SCOPE OF WORK designed and will be A. The scope of work shall include, but is not necessarily limited to, all labor, equipment, materials, tools•, erection, hoisting and incidentals required to install the heating, ventilation, grease exhaust and air condi- tioning (HVAC) systems complete, ready for service, as indicated on the plans and as described herein. B. Systems and equipment included shal l be as follows: 1. Air conditioning systems including Unitary condi- tioning equipment. 2. Supply return and exhaust air systems including roof - mounted exhaust fans, ventilation fan, duct- work, diffusers, grilles, registers, volume dampers, insulation, accessories, etc. 3. Grease exhaust ventilator, including installation. 4. Hood fire protection system, including installa- tion. 5. Grease exhausters. 6. Toilet exhaust systems. 7. Miscelleneous: instruments, equipment supports, tags and markings, testing, balancing and adjusting and all accessories and items required for a com- plete installation. 9. - Hoist and set in puce all heetnq, air conditioning, exhaust and make -up air equipment. 1. 2 WORK SPECIFIED ELSEWHERE A. The work not included in this section shall be provided by the respective trades covered in other sections of the specification as follows: 1. Electrical: Any and all line voltage wiring (including final connections), all low line voltage wiring and conduit, timeclocks, switches, circuit breakers, fuses, fused disconnects, pushbutton stations, and smoke and /or fire detection equipment (except as furnished as an integral part of the HVAC equipment). 2. Plumbing: Water make -up (including required back - flow prevention and pressure - reducing stations), drains and fuel service to air conditioning equip - ment as required, including all final connec- t 7 one _ 3. Painting: Any and all painting of equipment, piping, ductwork, diffusers, grilles, etc., except standard factory- applied finishes. 4. Decorative Work: Vinyl or decorative work of any nature. • General: a. Temperature control system. b. c. Air -tight shafts. Concrete work, including pads, piers and inertia blocks, including forms and steel reinforcing for same. d. Thermal insulation to structure. e. Acoustical insulation and treatment to struc- ture. f_ Structural platforms; catwalks and equipment supports. g. Cutting, patching, framed openings, curbs, curbed openings and flashings, except for air conditioning curbs. h. Grounds, bucks or backings for diffusers and grilles. 5-6 i. Excavation, back- filling and compaction. J. Door louvers, exterior grilles, exterior louvers and screens. k. Access doors or panels in building structure or ceiling. 1. Set and level all curbs (including pre - fabricated air conditioning unit curbs). 6. Temporary Heat: a. In the event Foodmaker Inc. approves use of the York units for temporary heat, this contractor shall be fully reimbursed for all additional costs incurred providing this service. b. All temporary heating apparatus, if required, shall be installed and operated in such a manner that the finished installation shall not be damaged or adversely affected. 7. Early Start -Up: a. In the event Foodmaker Inc. approves the HVAC equip- ment be started prior to the scheduled start -up date, this contractor shall'be fully reimbursed for all additional costs incurred in providing this service. 1. 3 RULES AND REGULATIONS A. All work and materials shall be in full accordance with all governing codes and ordinances. Nothing in these plans or specifications is to be construed as to permit work not conforming to these codes. Where the standards of the drawings and specifications for materials and /or workmanship are higher than the requirements cited above, the drawings and specifica- tions shall take precedence; otherwise, the codes and ordinances shall govern. 1. 4 F'EF.M I TS, L LCENSES, _F'ATENT_R I GHTS.,_TESTS._AND_ I NSPEC :IONS A. Permits, licenses, fees and inspections - to be obtained and paid for as required, including HVAC system and grease exhaust ventilator. B. Indemnify the owner against liability arising from any patent infringement or other claims against the contrac- tor. C. Tests, if required, shall be made in the presence of authorized representatives of governing authorities. . Contractor shall pay all fees, miscellaneous costs, prepare all additional drawings as required, and obtain and pay for plan cheek fees and all 'permits necessary to carry on work, furnish to the architect "Certificates of Inspection" stating work has been inspected and approved by the building department. 1. 5 VTSIT_TO._SITE A. Any contractor bound by this section of the specifica- tions shall visit the building site, take his own measurements and obtain such other information as may be necessary for his work. B. This contractor will be responsible for inspecting building construction, shafts, plenums, equipment rooms, etc., to insure construction of same is suitable and sufficiently air-tight, When, in the opinion of this contractor, deficient construction quality will jeopardize the HVAC system's performance, he will report same to the architect and /or general contractor for correction. 1. 6 DISCREPANCIES A. In the event that the contractor finds discrepancies or omissions, or is in doubt as to the exact meaning, of the plans and /or specifications, he shall, before commencing work, contact the mechanical enji.neer through the architect for clarification. 1. 7 GUARANTEE A. This contractor shall warrant the HVAC system instal- lation against defective workmanship, materials and equipment, furnished under this section, under normal use and service, for a period of one (1) year from the date of installation. B. Warranty labor shall be provided free of charge only during the first ninety (9C)) days of the warranty period. C. Following the initial ninety (90) day period, this warranty shall be contingent upon the owner (or his assignee) engaging qualified service personnel to . perform preventive maintenance. D. This warranty specifically excludes filter, belt or freon replacement or damage caused by improper or lack of maintenance. 1. 8 DRAWINGS - GENERAL A. General Drawings: Structural, architectural, electrical and other mechanical drawings form a part of this work. B. Contractor shall examine all architectural, structural, electrical and mechanical drawings to fully inform himself as to scope and detail of work required of him. 1. 9 INTENT OF DRAWINGS A. Plan and Specifications are intended to coordinate so that any work exhibited in either of the specifica- tions, whether in the other or not, is to be executed according to the true intent and meaning thereof, the same as if set forth in all. Should any law, ordinance or regulation of the State in which the work is done prescribe additional requirements, then the requirements of such laws, ordinances or regulations shall prevail and shall be complied with by the Contractor as part of his work called for and extra compensation shall be allowed therefor if said work is not on the original drawings. Where design exceeds Code requirements, design shall be followed. C. Drawings accompanying this Specification indicate arrangements desired for principal apparatus, piping, etc., in diagrammatic form and shall be followed as closely as possible. Proper judgement shall be exercised in carrying on work to secure best possible head room and space conditions throughout and to secure neat arrangements of all work included in this Contract. 1.10 LOCATIONS AND SPACE REQUIREMENTS A. Verify all spaces, dimensions, locations, conditions, etc., required for installation of all HVAC and related work; assume full responsibility therefore. B. Obtain all necessary rough -in data and dimensions of all fixtures, equipment, Tenant- or Owner- furnished equip- ment and equipment furnished under other Sections. C. No exposed ducts will be permitted to show on interior of building in any finished room. Where this would occur, exposed portion shall be furred and plastered, or cased when not adjacent to the wall. D. Maintain ample headroom, clearances and accessibility. Interferences between work of various trades will be resolved by the Architect and Owner in consultation with the Engineer. Relocate or offset any work as required to accommodate work of other trades, all at no extra cost to Owner. Maintain ceiling heights and avoid excessive furring requirements. E. If not precisely located on Drawings, obtain locations of fixtures, equipment, appliances, etc., from the Architect and Food Service Equipment Supplier. No tolerance will be allowed. 1.11 MEASUREMENTS A. All dimensions of work of other trades which require verification shall be, verified from shop drawings of such work or from actual measurements at building, whichever is themost accurate and practical in the judgement of the Contractor, who shall be responsible for the accuracy of such measurements. 1.12 COOPERATION WITH OTHER TRADES A. Contractor shall so order his work that progress will harmonize With that of other trades and so that all work may proceed as expeditiously as possible. 8. Contractor shall coordinate the work covered by his contract with all other trades to make sure each and every item has been covered. C. So far as possible, the work tender this Contract has been indicated on the Drawings in such positions as to suit and accommodate the work of other trades, but the work as indicated is largelly diagrammatic and the correct finished positions of all equipment and materials cannot be indicated. Therefore, the Contrac- tor is hereby made directly responsible for the correct placement of his work and the proper location and con- nection of his work in relation to the work of other trades. RECEIVED art OF TUKw1L4 SEP r, 1987 ®UlWlNO DEPT. MARK 7 12 -15 -86 1 111 1 T T 1 c 111111111111 T 1111 111 1 111 1111111 1 1111 2 11111 1 I O IIIOMI�III11111 111 1 1 1�{ 1111111 c 111111111111 e 1111 lil Ii11111i1 SE 4 1981 8.035 PART 2 - PRODUCTS AND EXECUTION 2. 1 MATERIALS (Not to be construed as a complete list) 1 I61 iq 0[11 fa-z A' l` I -1 eigthei >r A. Materials, when not otherwise definitely specified,• shall conform to the applicable ASHRAE Standards. B. Approvals: Brands of ,materials mentioned herein are used as a standard and requests for substitutions will be considered when submitted to the engineer in accor- dance with the provisions set forth in the Supple- mentary General Conditions. C. "Approved Equal" or "Similar and Equal" refer to materials which, in the opinion of the Engineer, are similar and equal in all respects to material or method indicated on drawings or as specified. Engineer is not required to prove that a substitute material is not equal to specified material. It is mandatory that Contractor submit in writing to Engineer any and all evidence supporting his contention that substituted material is equal to material shown on drawings or specified. Engineer reserves right to reject any and all materiels and workmanship, either before or after installation, that are not shown on drawings or speci- fied or substitution of which has not been approved by Engineer in writing. • D. In all cases where manufacturers of articles used fur- nish directions covering points not shown on drawings or herein specified, such directions shall be followed. E. No material or equipment shall be used in any manner, or for any purpose, not recommended by manufacturer. 2.02 EQUIPMENT A. Air Conditioning Unit - Air conditioning unit shall be of the direct expansion, self- contained roof- mounted type, consisting of multiple, hermetically - sealed refrigerant 22 -motor compressors individually circuited and with indirect -fired gas heating section (as indica- ted on plans). Each unit to have air-cooled condenser fans. Evaporator fans shall be of galvanized steel construction, forward- curved, centrifugal type with belt drive and have internal overload- protected motors. Controls shall consist of factory pre -wired high pressure and low pressure cut -out switches, magnetic contractors, overload relays and economizers (as indi- cated on plans). Entire unit is to be factory pre - piped, pre -wired and enclosed in a weatherproof galvan- ized steel, compartmentalized cabinet with bottom or side duct connections, roof- mounting (as indicated on plans). All moving equipment within the enclosure, such as compressors, fans, motors, etc., shall be resiliently mounted so as to operate in a quiet manner. Unit shall be furnished with filter. Manufacturer - York. B. Energy Conservation Ventilators . Stainless steel combination make -up air and exhaust pl y} vE.- •�GI�'1 �OC9b Ventilator to be complete with U.L. - approved vapor -proof lights. Model a.V as manufactured by: RENCO SYSTEMS, INC. 1838 Flower Street P.O. Box 3824 GLENDALE, CALIFORNIA 91201 (818) 956 -1697 C. Fire Protection System for Grease Exhaust Ventilator: To provide fire protection system for grease exhaust ventilator as manufactured by Ansul System. Refer to fire drawing for details. D. Supreme Fan Exhaust and Make -Up Air Blowers for Grease Ventilators 1. Description: Self - contained, belt- driven motor, cabinet, housing, and hinged top for access and cleaning with combination discharge scoop and grease receptacle. 2. Manufacturer: 3. Size Supreme Fan Products 1838 Flower Street P.O. Box 3824 GLENDALE, CALIFORNIA 91201 (818) 956 -1697 and Capacity: As indicated on the drawings. E. Ceiling Mounted Fans: 1. Type: Self- contained direct drive motor with centrifugal impellers. 2. Manufacturer: Tradewind, or approved equal. 3. Size and Capacity: As indicated on the drawings. F. Roof curb- mounted exhaust fans shall be of the size and capacity indicated on the drawings and as manufactured by ILG, or approved equal. Fans shall be complete with birdscreen and automatic backdraft damper. Supply air unit shall be of the size, capacity and configura -tion indicated on the drawings and as manufactured by Arvin, or approved equal. G. Air Distribution: 1. Performance: Air distribution devices shall be of the size, air quality and direction of throw as indicated on the drawings. H. Supply diffusers shall have fixed blades, perforated face, T -bar mounting frame, and opposed blade damper. Factory finish shall 'be white baked enamel. I. Return registers shall be perforated face and opposed blade damper, T -bar mount frame. Factor/ finish shall be white baked enamel. Exhaust registers in toilet areas shall have fixed 35 degree bars. Opposed dampers, surface mout`►t frame. Factory finish shall be white baked enamel. J. Ceiling supply registers in hard ceiling areas shall have fixed blades, opposed blade damper, and surface mount frame. Factory finish shall be white baked enamel. K. Supply air sidewall registers shall have double deflec- tion, adjustable bladee and opposed blade damper, or approved equal. Factory finish shall be white baked enamel. L. Gaskets: Flanges at all diffusers, grilles and regis- ters, etc., with flat black. M. Contractor shall paint behind all diffusers, registers, etc., with flat black. 2.3 MATERIALS A. Flexible Ductwork: At all run -outs to ceiling dif- fusers, return and exhaust grilles, use flexible wire reinforced fiberglass duct (type SL -1). Ducts to have vapor barrier lines and cover. B. Sheet Metal Work: Sheet metal shall be prime steel sheets hot - dipped galvanized of the following gauges: Up to 12" wide 13" Up to 30" wide 31" Up to 45" wide or diameter - #26 or diameter - #24 or diameter _. #22 Partitions forming plenums or suction chambers #18 gauge with 1 -1/2" x 1 -1/2" x 3/16" galvanized iron angles and rivets for seam connections and stiffening. C. Fully tested and approved. Meets all requirements of U -,L. 181 and is listed as Class I air duct in accordance with NFPA 90A and 90B. This versatile product is desiqned for Iow velocity commercial, industrial and residential HVAC applications and meets FHA/HUD property standards for non - metallic duct. D. Horizontal Duct Supports: Maximum Maximum Min. Support Max. Support One_Side Other_Side Materials Distance_____, 12" 12" 18" 36" 36" 48" 26 ga. gale. every 10 ft. iron strap - 5/8" wide 18 ga. gale. , every 8 ft. iron strap - 5/8" wide 16 .ga. gal v. every 8 ft. iron strap - 1" wide E. Vertical Duct Supports: Mare Side of Duct Angle Iron Size 36" 1•" x 1" x 1/8" 48" 1 -1/2" x 1-1/2" x 1/8" F. Grease Hood Exhaust Ducts: Provide 16 ga. welded steel con ;traction for ducts 4 square feet or smaller. Generally construct and design in accordance with latest edition of the ASHRAE. 2. 4 ACCESS DOORS A. For access to equipment enclosed within sheet metal casings. Construct of 18" gauge metal, sturdily rein- forced, made airtight with felt or cork strips, and provided with latch operable from both sides. All circulation air to be continuous metal ductwork or approved noncombustible material. 2. 5 NALANCING DAMPERS A. Provide adjustable volume dampers at all diffusers and otherwise adjust the air quantities to all supply out - 1 ets. No dampers shall be installed in 'grease hood eeal4e1.J4 i ducts. 2. 6 FIRE DAMPERS A. Fire dampers, frames and sleeves shall be fabricated and installed in accordance with the requirements of govern- ing codes and ordinances. B. Approved fire dampers shall be installed at all 1 ocae tions indicated on the plans and /or required by building code. If dampers not shown on drawings are required by governing authorities, this contract shall be adjusted as provided under 1.9 - Intent of Drawings. C. Fire dampers and fusible links shall be accessible through access doors or panels in ducts and access panels in the building structure or ceilings, furnished and installed by the General Contractor. D. Fire dampers furnished as an integral part of di ffUee•rs Or grilles shall be accessible by means of removable grille or diffuser face. 2. 7 DUCT INSULATION A. Concealed conditioned s.i'ppiy and return air ducts shall be insulated with one inch (1 ") thick 0.75 pound density fiberglass duct wrap with reflective vapor seal fastened to duct work with 16 gauge soft annealed wire spaced at twelve inches (12 ") on center. (Spacing to be six inches (6 ") on center for fittings.) B. Conditioned supply air and return air ducts and plenums exposed to view or where required for acoustical per- poses or as shown on plans to be lined with one inch (1 ") thick 1.50 pound dual density neoprene- coated fiberglass duct liner with coated side facing air stream. Liner to be attached to ducts with approved adhesive and mechanical fasteners at eighteen inches (18 ") on center. C. All duct wrap to be lapped minimum of three inches (3 "). D. Where wrapped ductwork is installed in an air stream, laps in duct wrap shall be provided in the direction of internal air flow. E. All duct sizes shown are net inside dimensions, except as indicates by (L) net outside dimensions. ALL (eeelOr(Ior� O 611PPi..( AID. 0.-t rid 06 it-1 I-1if1b-1 titAI0 A4646 ��AL� ee k rApp.O t� /Ir.1 1LQ'r)DtJ • H111111 I;il�il i.II H111111111 1 I Z WHM 1 III 2 I 11 , g1 lli lllhlilii!ii'iil 6 1111 111 3 1111 111111111 H, Ili( Iifl� {111 L:1 9 lill�ilfl�!ill�il +l 2. 8 VIBRATION AND NOISE A. All vibration and noise from the operation of fans, motors and equipment must be eliminated to the extent that they will not be heard outside of the room in which installed. Adjustments and changes to produce satis- factory quietness to be made without expense to owner. 2. 9 CONTROLS - Provide By Others. A. Temperature control systems to be complete in every detail, including all instruments, controls, thermo- meters, low voltage wiring, transformers, and all neces- sary appurtenances. B. Low - voltage wiring shall be in conduit and both conduit and wiring shall be furnished and installed by electri- cal contractor, in conformance with the electrical plans and specifications, to meet the requirements of the air conditioning drawings. 2.10 TESTING AND ADJUSTING A. Required= All instruments and testing apparatus. B. Test: All systems and equipment. C. Adjust: Air distribution installation to meet require- ments of plans, specifications and room conditioning. Provide complete balancing with final report. D. Sets: All state, dampers and other equipment to produce required temperatures, as directed by the architect. E. The HVAC contractor shall balance, adjust and test all air - moving equipment, air distribution, exhaust and make -up air systems, as specified. F. Balancing and testing shall not begin until all systems' are complete and in full working order. G. The HVAC contractor shall perform the following adjust- ments and tests, and compile the test data: 1. Blowers: Test, adjust and record RPM and motor amps. 2. Main Supply Ductss Make pitot tube traverse and obtain design CFM at blowers. 3. Static Pressure: Test, adjust and record for suction and discharge of each blower-. 4. Return Air: Test, adjust and record CFM. 5. Outside Air: Test, adjust and record CFM. 6. Entering and Leaving Air Temperatures: Test and record dry bulb and wet bulb for each coil. 7. Teets Adjust and record CFM for each register, grille and diffuser. B. Readings and t est of diffusers, grilles registers, and r ce shall include required velocity and test resultant CFM'after adjustment. 9. Changes in drives, dampers or the addition of dampers, control devices or gauges required for correct balance, as required, shall be made at no additional cost. 10. Adjust drives on exhaust and make -up air equipment to obtain test meter set points as described in hood installation manual. 2.11 CLEANING EQUIPMENT AND PREMISES A. Machinery and Apparatus: Thoroughly clean cement and piaster and other materials; remove grease and oil spots with cleaning solvent; carefully wipe surfaces, scrape cracks and corners clean. B. Exposed Metal Work: Carefully clean with steel brush, removing all rust and other spots, and touch up (paint) as required. C. Final: Remove all scraps and installation- related debris from area. Leave entir^' e talletion area in a neat, clean and usable conditi ". 2.12 OPERATING INSTRUCTIONS A. Provide instructions by a qualifie gineer to owner's representative. Prepare report covering operation and maintenance of all equipment. Furnish owner with two (2) copies of each. 2.13 CLEAN -UP A. Upon completion of the work under this section, the contractor shall remove all surplus materials, equipment and debris incidental to his work, and leave the pre - mises clean and orderly. 2.14 BUILDING DEPARTMENT_ APPROVAL A. These drawings have been designed to meet our high standards of quality. However, they are subject to review and approval by local building officials. Changes may be required to meet special local require- ments resulting in additional work which is not included in the scope of work contemplated herein. RECE :D CITY OF 'PtlKWILA +: 1987 MOLDING Der. MARK 7 12 -15 -86 f Z 0 &IE zi JOB NO. crP 1987` .›. RCH. REVISIONS t#, 6 W OD CID (gyp f Z 0 &IE zi JOB NO. crP 1987` . 4 •l• J Copyright (j it by National Air Systems, Inc. Ali rights reserved. Prepared in the United Slates of America. Thls document, 01 Parts thereof, or design conc+Pts contained here;n, n'•aY not be (*produced in any form without the *whit written permission of National Mr Systems, ir{O, The within design is the excitant* property or National Air Systems, inc., the delivery c4 the original or caplet thereof doe; not constitute publigilon thereof. ROOF SYMBOL MOUNTED AIR CONDITIONING, HEATING & VENTILATING UNIT SCHEDULE SYMBOL SERVING MANIA. moDEL C.F.M. EXT. S.P. COOLING 1 A.R.I. COND. HEAT'G CAPACITY FILTER ELECTRICAL DATA OPER. !EIGHT /LBS REMARKS BTU/HR. INPUT /BTU FUEL NO. SIZE F.L.A. VOLTAGE PHASE `+ ► DINING YORK DiCS090G 3000 .5' 89,000 200,000 NATURAL GAS 4 20 X 20 X 2 50O 208 3 1700 LBS. W /ROOF CURB, DAMPER, ECONOMIZER HOOD 1 2 STAGE GAS VALVE. EF•1 ABV. �. KITCHEN YORK D1CS090G 3000 .5' 09,000 200,000 NATURAL GAS 4 20 X 20 X 2 50.0 2118 3 1700 LBS. W/ROOF CURB, DAMPER. ECONOMIZER HOOD 1 2 STAGE GAS VALVE. �r CEILING 2 SEE PLAN FOR AIR QUANTITY. CEILING DIFFUSER IQ' KI I MI= A. D. pa, TOTAL 6000 1600 4400 4350 2950 BUILDING PRESSURE = + 200 CONT. CONTINUE DISCI DISCONNECT DTR. DOWN THRU. ROOF DN. DOWN IIIIIIIINIMIB DISCH. DISCHARGE RENCO HOOD SCHEDULE OPER. WGT./LBS ELECTRICAL DATA SEE HOOD SHEET. SEE HOOD SHEET. HOOD EXH./MAKE—UP AIR UNIT SCHEDULE SYMBOL SERVING MANUF. MODEL 014-192 8P C.F.W. 2950 UNIT UA M '---� EXH. DKR' VGT./LUS 850 ELECTRICAL DATA REMARKS PROVIDE PRE -WIRED 3 MOTOR CONTROL PANEL W /FACTORY CUR EXT. S.P. =1 HP 1 VOLTAGE _ 200 - PHASE 3 EN Cp SUPREME FAH TOILET ' 2000 3/4 1/4', ROOF inli SUPREME FAN GBD -182 1950 EXH. 400 3/4 208 3 E EXTXT. ST Y CURB. . S.P. =i RETURN DUCT Inv DOOR LOUVER 10' ROM) 24 °x24" V•PERF •T8 T•BAR EF•1 ABV. _ A. D. P. . 400 A.P. --- ---- -- NOTE' UNIT E111•-1 PROVIDE MAKE••UP AIR TO BOTH 1+4 at H--2 HOODS. EXHAUST FAN SCHEDULE SYMBOL SERVING MAWUF. MODEL C.F.M. EXT. S.P. LC' GREASE TYPE ELECTRICAL DATA OPER. WT. /LBS REMARKS DIFFUSER VOLTAGE PHASE AC-2 TOILET ' IL.G. CRF •100 400 1/4', ROOF NO 1/25 120 1 50 W /BACKDRAFT DAMPER 1 FACTORY CURB. E� MIMIIIIIINIMII SEE PLAN FOR AIR QUANTITY AND DEFLECTION. R RETURN DUCT 2950 DOOR LOUVER 10' ROM) 24 °x24" V•PERF •T8 T•BAR EF•1 ABV. _ A. D. P. . 400 A.P. --- ---- -- AIR BALANCE SCHEDULE UNIT SUPPLY O.S.A. RETURN EXHAUST M.U.A. AC•4 3000 800 2200 A. D. P. DIFFUSER --- pig-251 AC-2 3000 800 2200 N.O. - A. D. Pe MN=2000 16'x16° THERMOSTAT V- PERF -TB T .. SEE PLAN FOR AIR QUANTITY AND DEFLECTION. R RETURN DUCT 2950 DOOR LOUVER 10' ROM) 24 °x24" V•PERF •T8 T•BAR EF•1 ABV. _ A. D. P. . 400 A.P. --- ---- -- TYP. CEILING 3 EF •2 V.D, VOLUME DAMPER DEL. 1950 CEILING EXHAUST 10'x10' B.R. -- CEILING 2 SEE PLAN FOR AIR QUANTITY. CEILING DIFFUSER IQ' KI I MI= A. D. pa, TOTAL 6000 1600 4400 4350 2950 BUILDING PRESSURE = + 200 DIFFUSER AND GRILLE SCHEDULE :YH,UL. DESCRIPTION TYPE NECK SIZE FACE PANEL MOUNTING METHOD • REMARKS TYPE A. D. P. DIFFUSER pig-251 �/-- PERT -TB T -BAR MAKE UP AIR SEE PLAN FOR AIR QUANTITY AND DEFLECTION. N.O. - A. D. Pe arli-Dustt 16'x16° THERMOSTAT V- PERF -TB T 04 SEE PLAN FOR AIR QUANTITY AND DEFLECTION. R RETURN DUCT A. D. P. DOOR LOUVER 10' ROM) 24 °x24" V•PERF •T8 T•BAR SEE PLAN FOR AIR QUANTITY AND DEFLECTION. ABV. D A. D. P. . G'EILIPLG A.P. ACCESS PANEL TYP. CEILING 3 SEE PLAN FOR AIR QUANTITY AND DEFLECTION. V.D, VOLUME DAMPER DEL. A. >l, P. CEILING EXHAUST 10'x10' B.R. BOTTOM REGISTER CEILING 2 SEE PLAN FOR AIR QUANTITY. CEILING DIFFUSER IQ' KI I MI= A. D. pa, CEILING REGISTER 2L1'x22a 24•x24` 990-TB • T -BAR 4 SEE PLAN FOR AIR QUANTITY. • 1111111111111.111111111111.1111 COMBUSTION AIR IIIIIIIIIIIIIIIIII 1 24"x24' PERFORATED FACE FIT INTO T-IAR CEILING it HINGED FACE PLATE. MECHANICAL LEGEND DESCRIPTION SYMBOL. DESCRIPTION LINED DUCT . FLEXIBLE .. 1 SUPPLY DUCT LOC. LOCATION pig-251 RETURN DUCT MAKE UP AIR EXHAUST DUCT N.O. NORMALLY OPEN D THERMOSTAT O;�.A, OUTSIDE AIR 04 POINT OF CONNECTION R RETURN DUCT 1l DOOR LOUVER R.G. RELIEF GRILLE UNDER CUT DOOR 3/4' SWITCH ABV. ABOVE T.R. TOP REGISTER A.P. ACCESS PANEL TYP. TYPICAL A.D. AUTOMATIC DAMPER V.D, VOLUME DAMPER DEL. BELOW W/ B.R. BOTTOM REGISTER GENERAL CONTRACTOR C.D. CEILING DIFFUSER IQ' SENSOR C.R. CEILING REGISTER C.A. COMBUSTION AIR CONT. CONTINUE DISCI DISCONNECT DTR. DOWN THRU. ROOF DN. DOWN IIIIIIIINIMIB DISCH. DISCHARGE EA. E F.D. FIRE DAMPER 5087 `fit ±Mull *, 110001 Y! +i.€.S's�F '�!n t • its �f`..�r `.!" ''ii x F''.! �' . r+.:'1• , r: v+ Y 4� ht;4:t :.::4 cb 1111 II!I 111111111 1 1 1 1 ll! I;I�I1iI12II1111i11 t:[ 71 It Ill! 1111 111111111 11111111 lit 01' Ei 11111!11111;11 IIII 1111 8 G 111111111!111 III! 111 4 111 9 1111,111!1(.1 ilil w11 61 i niii111i RecED my OF Tu.„,..A 1887 ammo own' 0 SG y CO 0 U 2. 0 , fig ..,, N 0 t7 2 o W 0 . z W ug J E tX 0 f- 1842 FLOWER STREET GLENDALE. CA. 91201 -2095 (213) 245 h ce W z y SCHEDULE s 01 I— J CO qats 0 0 m 3< ,,r4, VJ jW ii".."14 7:3 4�,i U ,... co P. Li 1 9 MI t I mod :A Z j • w 3 to 0 (N < 0 JOB NO. �+ 4869 SHEET NO. SIP 4 Copyc fight Vo , 14 by National Air Systems, Inc. All rights reserved. Prepared in the United States of America. This document, or parts thereof, or design concepts contained herein, may not be reproduced in any form without the specific written permission of National Air Systems, Inc. The within design i5 the exclusive property of National Air Systems, Inc., the delivery of the original or copies thereof does not constitute publication thereof. NOTES: 1. REFER TO ARCH. DR'N`G FOR LOCATION AND SIZE OF CURBS AND ROOF OPENING. 2. SUPPLY AIR PLENUMS TO BE WRAPPED W /VAPOR BARRIER IN HIGH HUM'D AREAS ONLY. 61 1/2" X 10 1/2" (L) S/A AND 61 1/2" X 11 1/2" (L) R/A DOWN THRU ROOF DISCHARGE SCOOP (TYP) 1 LINE VOLT CONN. (TYP) ROOF ACCESS WITH LADDER FACTORY CURB ( TYPICAL ) 16" x 12" E. 16 GA. WELDED D.T.R. FILTERED MUA INTAKE L I 800 CF O {�M'N.) 16" x 12" E. 16 GA. 1 WELDED D.T.R. i— I r 61 1/2" X 10 1/2" (L) S/A AND 61 1/2" X 11 1/2" (L) R/A DOWN THRU ROOF I �. LJNE VOLT CONN. (TYP) 1 —GAS CONN. (TYP) LOW VOLT CONN. (TYP) J -. 1" CONDENSATE DRAIN TO CODE APPROVED RECEPTOR BY PLUMB. CONTR. (TYP. FOR 2) .-- 10 "X10 "DOWN THRU ROOF 61 1/2" X 10 1/2" (L) S/A AND 61 1/2" X 11 1/2" (L) R/A PLENUMS UP THRU ROOF (TYP. FOR 2) MAKI HVAC ROOF PLAN SCALE: 1/4"=1.-0" TOP OF HOOD AT 7' -10" A.F.F. (TYP.) TEMP. SENSOR PROVIDE BY E.M.S. CONTR. (TYP FOR 2) MEC MI =IN Atiorraa..e■ 16" x.12" E. 16 Gk WELDED TO HOOD AND UP THRU ROOF. ( TYP. FOR-2 ) 1 —HR. SHAFT BY G.C. ( TYP. FOR-2 ) 50g7 SEE DIFFUSER SCHEDULE FOR SIZE OF DIFFUSERS Aral • grsg. floppy oa NNW jlll I 2 111;1 II I [II ( � 1111Th 11111! 1111h 1!1111 III! I�I 3 1111 III/111111 IITI 1j Illill!!III�II 111(lifil� II!II!1 I !':I! II!!I!!1! 7. II!! wfI. I!I! !Il!�1; +! M.V.D. (TYPICAL). HVAC FLOOR PLAN SCALE: 1 /4 "r'=1 °--0" RECEIVED Crr' of TiiK MLA s:;.).9: 1987 BUILDING Die' 7SD 11-20 -86 07 -10-87 SHEET NO 07-21-87 07 -31 -87 t 0 z6i 1842 FLOWER STREET GLENDALE, CA. 91201 -2095 (213) 245 -6611 I) w w < otn JOB Nb, r a 0 4869 SF.p 4 1987 `1 Copyright 'y by 1Vet.onei Air 5ystems, Inc. All rii$hte reserved. Prope►ed in tlw United Stetes of Ameti i. This document, or Wr1; thereof, or design concepts CQftts "" hereon, maY not tth /eprc uced Si a'Y form without the ape herein. written permission of Nation+! Air Sytteme, Inc. Thi Within design Is the exclusive property Of fictional Au Systems, Inc., the delivery Of the original or copies thereof does not constitute publicsUcn .hero(. FLASHING BY G.C. CANT STRIP BY G.C. 1 1 1 A/C UNIT L f PROVIDE 1/4' BUTYL CAUK EACH SIDE OF GASKET 1MMEDIATLY PRIOR TO SETTING A/C UNIT. SUPPLIED BY CURB MANUF. INSTALLED BY MECH CONTR. ROOFING MEMBRANE & INSULATION BY G.C. 2 X 4 NAILER BY G.C. ATTIC INSULATION A/C UNIT MOUNTING CURB BY MECH. CONTRACTOR. TYPICAL YORK AJC UNIT CURB DETAIL CLEANOUT AIR VENT COND. DRAIN TO APPROVED RECEPTOR BY P.C. P -TRAP BY P.C. ROOF A/C UNIT � UNIT BASE SCALE NONE ROOF CEILING KITCHEN EQUIPMENT. C �1 l DISCHARGE SCOOP (BEYOND), 12' HIGH FACTORY CURB INSTALLED BY G.C. 16' x 12' E. 16 GA. WELDED GREASE DUCT. SEE HOOD SHEET FOR DETAIL. CLEANOUT DOOR IN GREASE SHAFT EQUIPMENT SECTION DISCHARGE SCOOP 16' x 12' E. 16 GA. WELDED GREASE DUCT. KITCHEN EQUIPMENT. r- SCALE NONE • 12' HIGH FACTORY CURB INSTALLED BY G.C. 1 HR SHAFT BY G.C. SEE ARCH. DWG'S. FOR DETAIL SEE HOOD SHEET FOR DETAIL. .... 28' x 24' ROOF OPENING REQUIRED FUR EXHAUST DUCT. 81' . 3 ROUND MAKE -UP AIR DUCT TAPPED Tq BOTTOM OF CURB. --- 30' x 30' ROOF OPENING REQUIRED FOR MUA DUCTS. EXH. BLOWER BASE VENTILATED. MAKE- UP AIR UNIT CURB DETAIL BLOWER — 393/4'x81' O.D. METAL I' FACTORY CURT,. 3' MIN. 12' MAX, AIR SPACE. (OK. PE12 LOC4L GM) .) TRUSSES BLOWER MOTOR COVER AND HOUSING. 41 39 1/2' x 39 1/2' TOP TRANSITION TO DUCT SIZE REQUIRED 16 GA. GREASE DUCT ALL WELDED FACTORY INSTALLED GASKET MAKE -UP AIR BLOWER SECTION SOLID BOTTOM `J MIN. 1 -HR. RATED FIREWALL BY G.C. I TRUSSES SCALE NONE 30' x 30' ROOF OPENING REQUIRED FOR MUA, DUCTS. TYPICAL A/C UNIT DRAIN DETAIL INTERLOCK W /LIGHTS SCALE NONE EQUIPMENT SECTION SCALE NONE CONTACTORS & DISCONNECT SWITCHES PROVIDED W /PRE- WIREI CONTROL PANEL. 208 - 3 - 60 CIRCUIT BREAKER 0 �' PRE -WIRED CONTROL to PANEL 11 ( EXH. FAN MOTOR. MAKE -UP AIR FAN MOTOR. WIRING FOR EM -1 AND EXHAUST FAN EF -2 EM UNIT TO HAVE AUXILIARY CONTACT FOR EF -2. 027 24 VOLT WIRING TO ENERGY MANAGEMENT SYSTEM, NORMALLY CLOSED RELAY IS PART OF CONTROL PANEL, 208 -3 -60 SECTION THRU CURB & EXH. /M. U. A. UNIT CIRCUIT BREAKER DISCONNECT SWITCH 0 0 105 0 119 0 PRE -WIRED G CONTROL Y1 0 PANEL Y2 W1 Q W2 0 114 0 (TYP. FOR 2 UNITS) 115 ELECTRICAL NOTES 1. ALL WIRING TO CONFORM TO GOVERNING CODES. 2. ----- INDICATES LINE VOLTAGE WIRING. 3, - - -- INDICATES LOW VOLTAGE WIRING. 4. () ITEMS TO BE FURNISHED & INSTALLED BY ELECTRICAL CONTRACTOR. 5. Q ITEMS TO BE FURNISHED BY MECH. CDNTR. & INSTALLED BY ELECTRICAL CONTRACTOR. 6. ALL CONDUIT AND WIRING BY ELECTRICAL CONTRACTOR. 7. FINAL CONNECTION TO ALL HVAC EQUIPMENT TO BE MADE WITH FLEXIBLE CONDUIT AND COPPER WIRING. .414 FINAL WIRING FROM A/C UNIT TO ENERGY MANAGEMENT SYSTEM PROVIDED BY OWNER'S EMS INSTALLER (EMS SYSTEM TO INCLUDE 7 -DAY PROGRAM FUNCTIONS PER LOCAL CODE REQUIREMENTS) SCALE NONE RECEIVED en? OF TUKWIL A SEP P 4, 1987 BUILDING DEPT. 7SCHDET 01-23-87 {111 1 II1 1 111 t�tr:r_. -._z II!Ih1 1 1111 1111111111111 111 I 1111 1111111111 II1111i1lill° 111111IIIi11111111111111 1�111 11 1�1 4. 11111111111 1L1 IL 9 11111111111.HI 111111111 1111 1 1l1 No 18 e:.... ,. 1111 1111 1111 1111 I 1111 111! 4869 SHEET NO. IM w— INNIMINIUMONw.w 5 SEP 4 1987 Copyrrg' ‘� .. __.__..._._... , 19 by Natwrial Air Systems, Inc. Alt rights reserved. Prepared in the United States of America. This document or parts thereof, or design concepts contained herein, play not be reproduced in any form without the specifiC written, permission of National Air Systems, inc. The within design its the exclusive property of National Air Systems, Inc., the delivery of the original or copied tnereof does not constitute publication thereof. 6' -3' OVERALL HOOD 14' ROUND MAKE- UP AIR DUCT. N '-4 U) 18' 36' DUCT TAP PLATE 13' 12 1/2' 25' 25' 12 1/2' (2) 36' x 8' /-- REAR AIR SLOT �- FIRE SUPPRESSION TANK REFLECTED PLAX VIh;W OF HOOD 14' ROUND MAKE- UP AIR DUCT. CEILING LINE METER CONTROL PANEL IINNY FROM T- SCALE+ NONE n NO AIR SPACE (TYP) ROD HANGER LOC, (TYP FOR 2) 1 16' x 12' ALL WELDED 1 16 GA. EXHAUST PLENUM r 6' -0` GRIDLE T ELEVATION OF HOOD S/S FACE PANEL. FIRE SUPPRESSION TANK (3) 16' X 25' FLAME GARD FILTERS (TYPE II) 1' S/S END ` PANEL TIMER W /MOUNTING BRACKET. S/S GREASE CUP AND DRAIN (2) 36' x 8' PERFORATED S/S MAKE —UP AIR DIFFUSER PANELS .ALE' NONE MAFK VERIFY FINAL CEILING HEIGHTS 1/2' ALL THREAD RODS TO STRUCTURE H 2 1/2' w >. N S/S REMOVABLE FRONT PANELS in FACIA PANEL TO BOTTOM OF HOOD IF 1 5 1/2' 10 1/2' T 1-- ----- 3 1/2' 15' FINAL GREASE DUCT CONNECTION BY HOOD INSTALLER ALL WELDED GREASE DUCT PER CODE BY OTHERS, ANGLE CLIPS TO SECURE HOOD TO WALL 1/2' AIR SPACE BACK OF HOOD ALL WELDED GREASE EXHAUST PLENUM MAKE —UP AIR SLOT FLAME GARD GREASE FILTERS -'— S/S GREASE CUP AND DRAIN -- RIGHT END PANEL 1' DOUBLE S/S WALL FULL SIZE OF HOOD. LEFT END! ( 35' WIDE ) PANEL 12' 35' OVERALL HOOD COOKING APPLIANCE - 1 UL APPROVED LIGHTS FRONT PERFORATED MUA PANEL REAR PERFORATED MUA PANEL 45 DEGREE TRIM PIECE TO WALL 12' x 35' S/S INSULATED EXTENTION TO RIGHT END PANEL, ( FIELD INSTALLED ) WALL BEHIND HOOD FINISHED FLOOR LINE SCALE' NONE SIDE VIEW OF HOOD SCALE' NONE Arch - gng Supply CO 367 -0001 SCALE' NONE RECEIVED env OF TUKWILA S E ,a 1987 BUILDING Z EFI ' 7H6-3 3-6-87 REVISIONS N z 0 fA a ti co c, co W 1- 0 z 0 z SYSTE MS, 1 NC. CONTRACTORS LICENSE NO. 302133 1842 FLOWER STREET GLENDALE. CA. 91201 -2095 (213) 2 SHEET ( 6' -3' ) 0 cc J < cc < � 0 LU F 0 d 0 0 ��-- 3LVD. w w - J mM is 3 0 Jon NO. 4869 SHEET NO. i 1 lflliiifll1!!I 1111 111 1 2 1 I Z1 11 1 01 !111+1!11 II!!1I!II IIII�!!II Ili{ 1111 G 1111 L, MUM 1!11111!! 1111111 111�1111111�111 111111 5```,'' 9 c l I'll 111!111!111111 1' 111! 111 111 6 „ z IWSJ 1! 1!111 !!!11d 11!,11 1!!111111 SEP4 198 i 24' LIGHT 24' LIGHT - TIMER �C7 AIR SLOT AIR SLOT U 12 1/2' 25' 25' 12 1/2' (2) 36' x 8' /-- REAR AIR SLOT �- FIRE SUPPRESSION TANK REFLECTED PLAX VIh;W OF HOOD 14' ROUND MAKE- UP AIR DUCT. CEILING LINE METER CONTROL PANEL IINNY FROM T- SCALE+ NONE n NO AIR SPACE (TYP) ROD HANGER LOC, (TYP FOR 2) 1 16' x 12' ALL WELDED 1 16 GA. EXHAUST PLENUM r 6' -0` GRIDLE T ELEVATION OF HOOD S/S FACE PANEL. FIRE SUPPRESSION TANK (3) 16' X 25' FLAME GARD FILTERS (TYPE II) 1' S/S END ` PANEL TIMER W /MOUNTING BRACKET. S/S GREASE CUP AND DRAIN (2) 36' x 8' PERFORATED S/S MAKE —UP AIR DIFFUSER PANELS .ALE' NONE MAFK VERIFY FINAL CEILING HEIGHTS 1/2' ALL THREAD RODS TO STRUCTURE H 2 1/2' w >. N S/S REMOVABLE FRONT PANELS in FACIA PANEL TO BOTTOM OF HOOD IF 1 5 1/2' 10 1/2' T 1-- ----- 3 1/2' 15' FINAL GREASE DUCT CONNECTION BY HOOD INSTALLER ALL WELDED GREASE DUCT PER CODE BY OTHERS, ANGLE CLIPS TO SECURE HOOD TO WALL 1/2' AIR SPACE BACK OF HOOD ALL WELDED GREASE EXHAUST PLENUM MAKE —UP AIR SLOT FLAME GARD GREASE FILTERS -'— S/S GREASE CUP AND DRAIN -- RIGHT END PANEL 1' DOUBLE S/S WALL FULL SIZE OF HOOD. LEFT END! ( 35' WIDE ) PANEL 12' 35' OVERALL HOOD COOKING APPLIANCE - 1 UL APPROVED LIGHTS FRONT PERFORATED MUA PANEL REAR PERFORATED MUA PANEL 45 DEGREE TRIM PIECE TO WALL 12' x 35' S/S INSULATED EXTENTION TO RIGHT END PANEL, ( FIELD INSTALLED ) WALL BEHIND HOOD FINISHED FLOOR LINE SCALE' NONE SIDE VIEW OF HOOD SCALE' NONE Arch - gng Supply CO 367 -0001 SCALE' NONE RECEIVED env OF TUKWILA S E ,a 1987 BUILDING Z EFI ' 7H6-3 3-6-87 REVISIONS N z 0 fA a ti co c, co W 1- 0 z 0 z SYSTE MS, 1 NC. CONTRACTORS LICENSE NO. 302133 1842 FLOWER STREET GLENDALE. CA. 91201 -2095 (213) 2 SHEET ( 6' -3' ) 0 cc J < cc < � 0 LU F 0 d 0 0 ��-- 3LVD. w w - J mM is 3 0 Jon NO. 4869 SHEET NO. i 1 lflliiifll1!!I 1111 111 1 2 1 I Z1 11 1 01 !111+1!11 II!!1I!II IIII�!!II Ili{ 1111 G 1111 L, MUM 1!11111!! 1111111 111�1111111�111 111111 5```,'' 9 c l I'll 111!111!111111 1' 111! 111 111 6 „ z IWSJ 1! 1!111 !!!11d 11!,11 1!!111111 SEP4 198 COrtiAliht fl 10 fri Notional Air Systemli, Inc. All rights reserved. Pflpered in Inc! United Steles of Americo. This document, Of Coeds thereof, or design concepts contained herein, my not be reproduced in any form without the specific written permission of National Air Systems. MC. The within design is the exclusive property of Natignel At Syatems, Inc. the delivery of the original or CoPieff thereof oyes not constitute publication thereof. ORNMEMMIZONIWallail.`lbaM afflInalwatliAITIMNIMMIIRMWMINNIONINNMANIPMINIMIMMBELwwwwwwwww. FIRE SUPPRESSION TANK. 8'-2" OVERALL HOOD 8'-0' FILTER BANK OPENING 20' 11' 36' DUCT TAP PLATE 23' N tr.) CEILING LINE FIRE SUPPRESSION TANK. METER CONTROL PANELS TIMER W/ MOUNTING BRACKET . Arch -Ewa Supply Co 3874001 S/S END PANEL, REFLECTED PLA\ 39' (t. VIbW OF HOOD 36' DUCT PLATE CONN,' SCALE: NONE 0 FILTER IV SPACER 16' x 12' ALL WELDED 16 GA. EXHAUST PLENUM 1 12' ROUND MAKE-UP AIR DUCT (TYP) VERIFY FINAL CEILING HEIGHTS. — 1 FINAL GREASE DUCT CONNECTION BY HOOD INSTALLER 1/2' ALL THREAD ALL WELDED GREASE DUCT RODS TO STRUCTURE ROD HANGER LOC. (TYP FOR 2) in 12° ROUND MUA DUCT (TYP FOR 2) TACO STATION 1....1.••••••••••••■••■ FRYER 1 FRYER FILTER FRYER 1 FRYER 11■•••■•■•••■••••••••■••••111111111MININIMINMOIIIIIMMINIMMIMOk FRONT ELEVATION OF HOOD 1•1■.111111•11.1111MINIA1111.111NUMPIONIONIMII• 508'7 ACNIMIIMMI■ SCALE' NONE FACE PANELS. (4) 16' x 20' FILTERS FLAME GARD (TYPE II) (1) 16' x 20' FILTER SPACER S/S END PANEL. S/S GREASE CUP AND DRAIN (3) 30° x 8' PERFORATED. S/S c.) MAKE-UP AIR 0 DIFFUSER PANELS. 1 L. 1-- MARK 7 AWAIMININIMMINININNINIMINV 40911111111101111114111PIEMENININNIMIllb. 111111111111 111 111,111111111111 1111111111111 111 zit -16 1111'11111111111111 1111 111111111 111111ffi 0 0 1— q:0 2 1/2' S/S REMOVABLE FONT PANELS w 0- a\ .-t., 1 45 1/2" 3 1/2' 10 1/2° 15° esri RIGHT END DM_' 33• ' coNrRa PANEL 35' C\,'ERALL HCOD 12' COOKING APPLIANCE PER CODE BY OTHERS ANGLE CLIPS TO SECURE HOOD TO WALL 1/2' AIR SPACE BACK OF HOOD ALL WELDED GREASE EXHAUST PLENUM MAKE-UP AIR SLOT FLAME GARD GREASE FILTER:, S/S GREASE CUP Arit DRAIN APPROVED '_7.71HTS -:NT PFRF2RAT:=2 MUA PANEL REAR PERFGRA7EL MLA PANEL LEFT END PANEL 45 DEGREE TRIM PIECE Tal. 'I"— WALL BEHIND HOOD FINISHED FLOOR LINE SIDE VIEW OF HOOD 111,111111H ' '51 6 8 IL ,9 117 g owl] WWI MI iffihni 111111111111111111•11111, SCALE' NONE 2111111111.11113=1111111111111111111. RECEIVED CITY OF TUKVAA S;•P 1 1987 BUILDINO DEPT.' 7H8-2 3-6-87 "411••■••••■111t510111111■1111111411011•011■`.■ SEP 4 1987 onynk;tif _ .... 193L2_ by fational Air Systems, Inc. All rights reserved. Prepared in the United States of America. This document, or Parts thereof, or design concepts contained herein, may not be reproduced in any form without the Specific written perms$ on of National Air Systems, Inc. The w.thrn design is the exclusive property of National Air Systems, Inc., the delivery of the original or copies thi reof does net constitute publication thereof. 16' x 12' DUCT 8' -2' HOOD 8'- -2' SINGLE BANK PLENUM 0 15' F R Y E R 15' F ISOMETRIC VIEW OF HOOD "1" COCKING LEVER 1/16' CABLE COCKED OPEN POSITION MECHANICAL GAS SHUT-OFF NIT.SI NITeS, 16'x12'DUCT 6' -3' SINGLE BANK PLENUM 6' -3' HOOD Azfiftir 72' GRIDDLE ISOMETRIC VIEW OF HOOD "2" 60' TO FINISHED FLOOR REMOTE PULLSTATION DETAIL NOTES l 4/0 BOX WITH 1/2 KO'S POSITIONED AS SHOWN WITH TABS IN UPPER RIGHT AND LOWER LEFT OF BOX, TO BE 6C' ABOVE FINISHED DROP CEILING LINE WITHOUT BENDS OR OFFSETS, ONE 4/0 BOX TO BE PROVIDED FOR EACH REMOTE PULLSTATION. WHEN TWO REMOTE BOXES ARE MOUNTED SIDE BY SIDE, THE DISTANCE BETWEEN CENTERS SHALL NOT BE LESS THAN 10'. N.T.S. • ANSUL R102 3 GAL, SYSTEM, WALK -IN FREEZER WALK -IN COOLER � Y REMOTE PULL TO HOOD 1 REMOTE PULL TO HOOD 2 ANSUL R102 3 GAL. SYSTEM, MECHANICAL GAS VALVE FIELD LOCATED. NOTE! REMOTE, PULL STATION TO BE AT LEAST 6' -0" AWAY FROM NEAREST COOKING SURFACE, METAL HOOD COUPLING PIPING EXTERNAL PIPING LOCKNUT r L MECHANICAL GAS VALVE FIELD LOCATED. LOCKNUT DETAIL NOTES LOCKNUT AND COUPLING. FORM MECHANICAL GREASE SEAL WHEN PENETRATING DUCT OR PLENUM CHAMBER, 504)7 NITIS. PARTIAL FLOOR PLAN GENERAL NOTES Arch • Enp. Sup* Co. 367-4001 1111111 I!IIIIIII 1111 1 11!1 11111111111 7. 1111 1 1111 111 2 r. 111 11111111111 1 3 0I1 H11111111111! 111 Ij1 111 111 4 6 IS G JI 1111 11111111111111 11111!111 111111111 1111111I111p11 1111111 i�� 111 1 rvo.la r I ' I le [7, I w i 111 111111l!l 1111111!1 111111111 111111111 111111111 1. FIRE PROTECTION SYSTEMS SHALL BE iI.JTALLED IN ACCOURDANCE WITH NIF,P.A. PAMPULETS 96 AND 17. 2, ALL STATE, COUNTY, CITY AND LOCAL CODES SHALL ALSO APPLY. 3. FIRE PROTECTION SYSTEMS SHALL BE INSTALLED IN ACCOURDANCE WITH ANSUL R-102 INSTALLATION MANUAL, 4. GAS SHUT -OFF VALVES INSTALLED BY OTHERS, 5, ALL ELECTRICAL CONNECTIONS BY OTHERS. 6, FURNISH MICRO- - SWITCH FOR SHUT -OFF OF AN ELECTRICAL APPLIANCE. RECEIVED CITY OF TUICWiLA SE P '. 1987 BUILDING DEpri MRK7 2 -13 -8 4;' r7 I) z 0 ARCH. REV c0 co w 0 • ti tn co Cc O U VALLEY HWY. SEP •1987: Aq SYMBOL KEY p `'' {RrACE NOZZLE j DUCT & PLENUM NOZZLE --� _ `i E LINK DETECTOR c..1 -.. GAS VALVE 's CYLINDER O HAND REMOTE PULL . GENERAL NOTES Arch • Enp. Sup* Co. 367-4001 1111111 I!IIIIIII 1111 1 11!1 11111111111 7. 1111 1 1111 111 2 r. 111 11111111111 1 3 0I1 H11111111111! 111 Ij1 111 111 4 6 IS G JI 1111 11111111111111 11111!111 111111111 1111111I111p11 1111111 i�� 111 1 rvo.la r I ' I le [7, I w i 111 111111l!l 1111111!1 111111111 111111111 111111111 1. FIRE PROTECTION SYSTEMS SHALL BE iI.JTALLED IN ACCOURDANCE WITH NIF,P.A. PAMPULETS 96 AND 17. 2, ALL STATE, COUNTY, CITY AND LOCAL CODES SHALL ALSO APPLY. 3. FIRE PROTECTION SYSTEMS SHALL BE INSTALLED IN ACCOURDANCE WITH ANSUL R-102 INSTALLATION MANUAL, 4. GAS SHUT -OFF VALVES INSTALLED BY OTHERS, 5, ALL ELECTRICAL CONNECTIONS BY OTHERS. 6, FURNISH MICRO- - SWITCH FOR SHUT -OFF OF AN ELECTRICAL APPLIANCE. RECEIVED CITY OF TUICWiLA SE P '. 1987 BUILDING DEpri MRK7 2 -13 -8 4;' r7 I) z 0 ARCH. REV c0 co w 0 • ti tn co Cc O U VALLEY HWY. SEP •1987: Aq 0 Q 2 z 107339 evisions NO1021'49 "W 189.94' W.P. RECEPT. NIGHTLIGHT ON PHOTO - CELL (1/ PL -9 LAMP "`�••- °------ • ----- S87052'29 "E 172.04' D -23 8 -27 c- TRANSFORMER ON CONC. PAD C -9W/ 1/2 "C. "DRIVE THRU ENTER SIGN C =1 SEE SINGLE UNE RISER DIAGRAM FOR WIRE SIZES 2 c. W/ PULLWARE FOR 5 PR. PHONE LINE TO TELE VAULT POWER POLE C- 3 C.-3 C -3 DELTA =9D23'17" R =97.00' L =185.94' STRANDER BLVD. (UNIMPROVED) DRIVEWAY IMPROVEMENTS BY OTHERS DELTA =91 D13'32" R= 35.00' L= 55.73' CIO POLE MTD. SIGN TRAFFIC SIGNAL LIGHT TRAFFIC SIGNAL BOX ELECTRICAL SITE PLAN SCALE: 1 /16" = l'-0" NOTES: 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS. 2. CONTRACTOR SHALL SEAL ALL DUCT AND CONDUIT AT TRANSFORMER. 3. SITE LIGHTS SHALL BE GARDCO DANLUX gos 191P-120 -250-8RA-120V,250W. SHIELDED FIXTURE WITH #DCA -4 -15 ALUMINUM FINISHED POLE(OWNER SUPPUED). MOUNT POLE WATH ANCHOR BOLTS ON 3' -0" HIGH CONCRETE BASE. rtECENED CITY OF `>rUKWILA S e. r t1: 1987 BUILDING DEPT. rtiGISIEREO j • RD FRIH T wts DRAWN BY: w 0 w v) a • 1-- 0 5 ye z 0 m 0 • W lus 2 z 03 0 S E P 4 1987 Iljl1 l'11 wiT 6 No I8 f.I 1 ?'l[. 1 I 1 CI 1 +(i 1D111111.111,11111111 L 9 11 9 1 l l 11 :11111 1 1111 11.1 NI 444 i rANI�t.1 A! Loi.ATk *J' O#i icr. Tti'i� • t4QOt' . MDUNTIN(s $ 1 6 VOLT4I • 120/208V i 4A ' ? ill' • 4 '-4` ' i4M -rota MTV. LIIaFT 314 W! !�►1:1 . � I nnmu: c1au _r_lt • * 741 si�I�t' Jmi� ©o 155 mum ITE *74 ,o 2'741 -u. ©i 1.1[11,f� -/41 un I� �u� ��ixi i i:111 �0 2a 1455 . ITEM '° 74 . &'IJP .m ili�®1111� n_ . r • nsliliror- oils" 25 r - .E :11111 , n fmf 1` 1P jf 2 COMP (4Jp 1 rlll I .,I edlikalinalli . - ._ u. M • a ._ SPAS . �� � - 1RIIrlr1Yl � s-u. Tat-A.1-e 1105 i107JS 1102,5 m .. T3�z- Tt�TA. TOTAL'' f'+ E A = 16367 rHA: _ r' = 14445 PI e✓ = 18%7 TOTAL. - '31 q 7. NArr' e 208•V. ,. 1 , 4 JII' -E _� 10.7 AMPS t'•II 1' - 18567 H '1 F' € IWOV. , 1 f'1-IASE. ±� 153.1 . I r• - `.4; - 1P1JT5. ' t.i 47a -- A( t,Gt.) x 1' a% 1 147.7 � .1 *1.7 A. 4f' 120o rA+I EL • Co. . 'nota • crime,* ;,i • 1�•WTTA&M. gip,; �►� c ' u . Ellimmograngiginalligan111111 :a _1 1200 Q li�i ' u11%1R31#111�`em 680 at © ©. 1111 Io 111■ '0 115 n 20 1111 IIIIgIIII_240 mnum° 915 11111/1111 14 MIN . C31 :18 1 t8 cin�� DOO Milli- 11 111:111: � iummilill pu ' zoo Goo 111111111221M111131...: ���. 03 1 0 1 P. ea ea es aa) l• .ATIO 1 IAtATTAC,:• - . %.: . • ,& r' rt. . ., Tr' rt- +ono -n ti I"IcIDn� .11000 �� I� 1. 1E mi I� . ' -I _ IOC7�0 1000 171FTA64-4 .______, �P��.�� _ _� 2e�8 111 1000 j 'AK.e. Gt-I =. i000 III II : :: lIIu�� �° 1 -M" 14 4' IS f .7 ._ .i ��1�I1m1L11 ®1111 400 r� • 4,rA4a 1040 I� l000 �Gt�. 1115.4 -1 g,* 17 1504 1/ 18' 1044 �v �-' s TT I,q •01� .. ��OQ r 1 �� 12TO --- p c TAGLE r1 1000 _0 I/1EJ11�■ o ITS+ =.�-z ITI *-.�� 4.4' 1111111 I440 nnr ,1 :EI111■ . 720 JT M • ., ,. . rf * I .. ��I•11© ia.1Q111I 1404 .11-F. m r- • -n 'mi w11 1� 1000 Q' ' Qj Ir1 311 1 t000 IT r-" 7 1404 lin 111®1111_ � a . _ � fl 111 � 111T1111� 4 Ina-16'41 mo. �.�1i1Am 111 nu +� . 6 -Ae-t- 1 •14 4o �1 Q '^fi11� 2IIIIPIC'C1U . TorTAL - ` •`" 6r, • 5400 G+44...5Ut7- TOTAL LG:.= ,�T10Ir ITEEM *574* it ' i51 'ITEM "Z7 r ■oor .ri -rU. OUTLE1 b to -4I 4EP- (Firm P- , 5W �116.1G Lit t-rrs PAG6 s L c 0 AL - ' ►• • - 0457 1°Ii 7610 .. TOTAL -,a61t VATIC? a208'V.,5 , 4 w1M- 61.6 /4 W 1644 F'i ,& - 7810 J4 I i e 110 v. , i PI• 66•I AM Pte' COt 1PIJT EP l.q&t7 r. �S1 a A (LG.I�) x 1259'0 * - A O-ICJ --) * �►'I�` '� A pa EX T. 4r _ LI&HTy NL, EXIT 4- we-� r L ‘4117.72. 02161 HOU* JTII 11 FLU e-4.4 f ANEL XX . VQL.T'' 120/18 V Pt4 : '� iii : 4 14E-MA 1 LAGATION = O? Pi�.E. 1 i 1'E ` F ,WATTP�E. ,W...-4 •..� E AID k aTTS►- Lo�cATtOM r, u:�a „,112112 P'- A e' c LOCATto� IT -F' zb 7'50 nom trot 4 n1■ .7 0 � - � . . rr�ii 1 i 090 111■ 5 �111DI000 I000 ITEMS 1q 4T 'H��F �o �l II IOW! L' 38o �- ITEM , ' l 1- sH 1.1✓ a5 X111■ �1 f/11 Io 2.0 j loco g R P PLk T .�,I U MoD I4 M :4 r. r 6th uIaw1111 ®�' L'1�� 050 t11�•TOTAL 1110 1 00 ibr' �•�M�.� 60 1800. ZO50 'UI' -TOTAL TOTAL • � A• : i 810 toP b Y ��� 4 W �� C-4�• �3AMP� MAIN/ e�..AKF -� =•MI -o - TOTAL - �qvo b�TTS , °► 4- 1IdC, -t r'i E.- - 3 7�0 14ATT'' E' 120 V. 1 $'NA ¢ 31 • t At�I P� 1 t7 f- _ �aC �4Pt�t.E . r.OF�1PSJ D 4 • -- A CL� -�-) x I25 °, + 7 A (N.4-12) s4.7 AMP'S LjNG iz' 2o& V.,b4,4W.- e'OaA.► ry.n rF`- INFO.OH - yt= r-V1G0.1.(0 cE 6= nil./ LEGEND 'ft'? Ti4 ITO e-� 0 0 �vJ 4 4, 0 4 ED (f) I�IATL a- I4EAT E-P- TOTAL - 11 A = 17550 P 11g52 mike c: 1552G 'TOTAL • 11400,p WAT"Tro. 2 :O6 .11 , 5 rN, , . 4 14IP` t 124. q AMP' N1�d fl'Hie -17550 i�IATTb t� 11OV., 1 PEE • 14G AMr �MPU Tr'r% LC7AC-7 s �-- ,t (1.4.0.X 12 `% 'x.124. Q A.•(.I14t.,) f1.1Z4. 7 __.._ 0 w C3 IT�NiP (( ITEM0' 3'p ITIE•M f $4 4- y) 88'•21' 1 TEt�1 #111#11 _. ;PAIGI✓. L (4.114440-1- MAIN 11'I'GF4 LPTION . • e U 41TIN& Z5-) :f• f I�+TGNIN EQUIP. t8 'B .z7 _.3 NI b+G.. 31.3 sb•� ' VTALg Iga.S SZ�.¢ 0 z 0 a O NB= lava •n1a1111 T•-- -- -- �,1111m1s11�� '--- TOM. - nor-am-AT • 744o ,. a .t '�'rxoa__. _:111651064o r. TOr.'.i '_' 15 + c 1 ATP,.: 2013 �T o i ' * r .4 -- i�..70• ti, 4011,4 1 �► - #4 4) x lw *. _ 7'!! "�6 G1;3-t 4° b ' Gii°5Gt11T r�1ra1E0 ¢a 1IT ti's taw of ! NUMr or ! 4� Tvir� �hl4P ) t FUSE 61'�� �AI`LA�) 9K Imo, g fro -+rw ) epir;G1•i (ANtr e'� 1_ 1. '.. (Iax� AMPS) . l o r1,160. t.L- (UL) p : t E s N A%' iN01G8•T!� . Now- p.�JTOt�fIAT1G G/r' It`�f o ItJDIGAT �iow • t'L*W E* fl?44 10e). W4 C7tGA1 VII' a i-1 51= Z G' NOTE 5 (�14- 1raLJ= L - pw.0494.1 AVAILS FAULT air -f eMT AT WIN 641 20 ALL 0916.44(-44 i=E 2E#1• tfreAliafe..0 4 . i• "4 4 �•3"i"` UP i P I' ' muds. TD OF- a A.TE4- °RON We : frri#( TP -Al.. At`?'- LIT witu ots, 1NE !tiaN Ld Mrn1W- ® Wat- 4.44 V444-1- UMMt46► m.tceTloN Tire Put-. WIN 6wiremela64142 arAo.u. re ei' A. ® Au. r r ' 6 LL M. 114+1 er TWIN €.0PPr`°,IJNL -C` oTti 1&c- NO (� IOTE ' 00. H01.1-rrOC? mm1 G.NrroireokiscruNuetaa Lze .. rrver" ‘41.4744Y • P 2th1 J l l4 - 141mT4rN40. . . SINGLE LINE DIAGRAM ■ -s- 1N044 -ATt? MoU tTrm t1 * PrOfk tT 01.40N + INOIGATE 0404' r a MotM:0 rzlf, r Mori 4 t4a- .1 pia.RdT'SC, P L.164-4T f IXTUfe- SUFfAC0. Le en' rirtur.e curroz.e. Mot 4TH 61160" 1.144IT r-&-4 sw MOUNTIE-0 L•Iie4T rIK Uf-E p�.al.doP -v WUNTOO w*t.t.. 14,16444 PtXTU9 . Aimfw it,incskrefr 11"eario►a 6tfcrz., MOIL, W L-146•44T tonal** u ,f4Te-0 evIT i 1 44 404/700. l3IOE INpIG&i , oc .e 04/X. t l A POW (+j I►oo R,OIG''►MO .7N rt.0440. t3ve.TTt f+C ro►c r` PIN Y UsioNT CEILING, IAN NITN U44114i Pt2wt. MouISTE % Ar. EA u'+ 6INEst& Y _E. T 4.4 4LUTG++ 1440.0E • N/►Y ••t- 44.11T444 poi- e.¢ *4IT J4 e'wrT 44 KITH MOT WAIT 1.4M440.1. p v'Tof% OT/-M•TISF *WITCH iNM1 Th - - oe44d►,0 r0'+[7TVC.T 0,4 Piz.= reza>=rrAt - ro+i.t.R TILT- L•Lk.K • .e. TWIT- LAX* P' c. t'hcLt, exalt.044. MOURTe:o 64104444. •446. a•IC Alup ON rtr►teo ,G $4Uof- Wu- Mowry° ru .. 1 iR TI `•P 400rAT >I t+NiT:N, p -+fIV T 44'4 4> -11.0V. -4,4 P 644 Ctil'mN p- et,A-Y Cr` coNTxeT°r% ructaLs. vle za.al•te -T IombN*T10N4 1. NIlf4- ItS4nzN r • itiouremeaapo 0400 puif•N Howtric, r po.so . i41,!'47 6P111�1I'I. e0415IMILT /►G INOICATWO aN Tea.ariotAL CWT M4 P:64-L: GF G*ILJNN• c..owtxrlT 1N rtActliN oR UNPEwraiN It ma.rovoc t4iP4W0 rLZ9Utst.* NE M- EONOUIT Gm .isT TtwtEG Ur' CON UST TLIP41110 00e4N cow ui T T14.441NockTION 00040 tottorlso ZONOLItT 0•41.y ...1 b IN�t1`TOO cameo (X). ONG. AAA" INOSZATt. Ne040*.t• of °12 Now. o.0 481H moro. T*+0+4 TWa #.4Le trIrshri tT• (0 IN0IC.&1 44041G44 GIPY.u1T ralain4a4T «144411/0U VELIS Tr14'4. H TW. r r 4r.I• +401 I140I4ATiner 140U/41111160 140414/T ~VA PINIC.14111C, rta:2Po L/104/Telfor r'Ix ru p ' -roNea C.O. GONCUIT -Y . Nrt-. NIfoI"+t' UG44T IS•40411444T Hook .or. ort..e.weitre. eircuti orosaracr• ,,,rl„ n csokty rap. 4.4106 .»Y f'' tw+t•ITI4. t. d"WMMT*16 - d rue w porwow -T •-4111 14A& .. mour.rrep TfL- PWO a our..el' DRAWN BY: BARK 7A -ISSUE DATE BUILDING TYPE: • U Z OC W 0 4470 N 0) 0 0 0 9330 St 4.60.:\ G.'+ AVENUE CITY OF TUi WILa, 1987 6UiLDING per,. z 0 RICHARD 0. F:IEIHEIT SIAIL vr ....._.v�l tam 0 A Cr. WENN 1 1111 I1,I(1!1`11i ill 11111111l�l L 1L II . 1 1Ii'I 10! 3 111 ljlil1 ia9l lll!�1� 41 l I`iI 7,4 1.1 O1l �fl ++ N IL. `) k 1 't i II 7 ,it., 1 I!I�Illi�l�l lll!�� i!ililHI I!il IH0III!I!lidI1ilI ►III HI l�l !, �lll' !1!1 I,i,!!!I!III!!I1!I!!1I;!1 H !I ��i�l 1111 S E P 4 1981 LIU um e. Er HOU* JTII 11 FLU e-4.4 f ANEL XX . VQL.T'' 120/18 V Pt4 : '� iii : 4 14E-MA 1 LAGATION = O? Pi�.E. 1 i 1'E ` F ,WATTP�E. ,W...-4 •..� E AID k aTTS►- Lo�cATtOM r, u:�a „,112112 P'- A e' c LOCATto� IT -F' zb 7'50 nom trot 4 n1■ .7 0 � - � . . rr�ii 1 i 090 111■ 5 �111DI000 I000 ITEMS 1q 4T 'H��F �o �l II IOW! L' 38o �- ITEM , ' l 1- sH 1.1✓ a5 X111■ �1 f/11 Io 2.0 j loco g R P PLk T .�,I U MoD I4 M :4 r. r 6th uIaw1111 ®�' L'1�� 050 t11�•TOTAL 1110 1 00 ibr' �•�M�.� 60 1800. ZO50 'UI' -TOTAL TOTAL • � A• : i 810 toP b Y ��� 4 W �� C-4�• �3AMP� MAIN/ e�..AKF -� =•MI -o - TOTAL - �qvo b�TTS , °► 4- 1IdC, -t r'i E.- - 3 7�0 14ATT'' E' 120 V. 1 $'NA ¢ 31 • t At�I P� 1 t7 f- _ �aC �4Pt�t.E . r.OF�1PSJ D 4 • -- A CL� -�-) x I25 °, + 7 A (N.4-12) s4.7 AMP'S LjNG iz' 2o& V.,b4,4W.- e'OaA.► ry.n rF`- INFO.OH - yt= r-V1G0.1.(0 cE 6= nil./ LEGEND 'ft'? Ti4 ITO e-� 0 0 �vJ 4 4, 0 4 ED (f) I�IATL a- I4EAT E-P- TOTAL - 11 A = 17550 P 11g52 mike c: 1552G 'TOTAL • 11400,p WAT"Tro. 2 :O6 .11 , 5 rN, , . 4 14IP` t 124. q AMP' N1�d fl'Hie -17550 i�IATTb t� 11OV., 1 PEE • 14G AMr �MPU Tr'r% LC7AC-7 s �-- ,t (1.4.0.X 12 `% 'x.124. Q A.•(.I14t.,) f1.1Z4. 7 __.._ 0 w C3 IT�NiP (( ITEM0' 3'p ITIE•M f $4 4- y) 88'•21' 1 TEt�1 #111#11 _. ;PAIGI✓. L (4.114440-1- MAIN 11'I'GF4 LPTION . • e U 41TIN& Z5-) :f• f I�+TGNIN EQUIP. t8 'B .z7 _.3 NI b+G.. 31.3 sb•� ' VTALg Iga.S SZ�.¢ 0 z 0 a O NB= lava •n1a1111 T•-- -- -- �,1111m1s11�� '--- TOM. - nor-am-AT • 744o ,. a .t '�'rxoa__. _:111651064o r. TOr.'.i '_' 15 + c 1 ATP,.: 2013 �T o i ' * r .4 -- i�..70• ti, 4011,4 1 �► - #4 4) x lw *. _ 7'!! "�6 G1;3-t 4° b ' Gii°5Gt11T r�1ra1E0 ¢a 1IT ti's taw of ! NUMr or ! 4� Tvir� �hl4P ) t FUSE 61'�� �AI`LA�) 9K Imo, g fro -+rw ) epir;G1•i (ANtr e'� 1_ 1. '.. (Iax� AMPS) . l o r1,160. t.L- (UL) p : t E s N A%' iN01G8•T!� . Now- p.�JTOt�fIAT1G G/r' It`�f o ItJDIGAT �iow • t'L*W E* fl?44 10e). W4 C7tGA1 VII' a i-1 51= Z G' NOTE 5 (�14- 1raLJ= L - pw.0494.1 AVAILS FAULT air -f eMT AT WIN 641 20 ALL 0916.44(-44 i=E 2E#1• tfreAliafe..0 4 . i• "4 4 �•3"i"` UP i P I' ' muds. TD OF- a A.TE4- °RON We : frri#( TP -Al.. At`?'- LIT witu ots, 1NE !tiaN Ld Mrn1W- ® Wat- 4.44 V444-1- UMMt46► m.tceTloN Tire Put-. WIN 6wiremela64142 arAo.u. re ei' A. ® Au. r r ' 6 LL M. 114+1 er TWIN €.0PPr`°,IJNL -C` oTti 1&c- NO (� IOTE ' 00. H01.1-rrOC? mm1 G.NrroireokiscruNuetaa Lze .. rrver" ‘41.4744Y • P 2th1 J l l4 - 141mT4rN40. . . SINGLE LINE DIAGRAM ■ -s- 1N044 -ATt? MoU tTrm t1 * PrOfk tT 01.40N + INOIGATE 0404' r a MotM:0 rzlf, r Mori 4 t4a- .1 pia.RdT'SC, P L.164-4T f IXTUfe- SUFfAC0. Le en' rirtur.e curroz.e. Mot 4TH 61160" 1.144IT r-&-4 sw MOUNTIE-0 L•Iie4T rIK Uf-E p�.al.doP -v WUNTOO w*t.t.. 14,16444 PtXTU9 . Aimfw it,incskrefr 11"eario►a 6tfcrz., MOIL, W L-146•44T tonal** u ,f4Te-0 evIT i 1 44 404/700. l3IOE INpIG&i , oc .e 04/X. t l A POW (+j I►oo R,OIG''►MO .7N rt.0440. t3ve.TTt f+C ro►c r` PIN Y UsioNT CEILING, IAN NITN U44114i Pt2wt. MouISTE % Ar. EA u'+ 6INEst& Y _E. T 4.4 4LUTG++ 1440.0E • N/►Y ••t- 44.11T444 poi- e.¢ *4IT J4 e'wrT 44 KITH MOT WAIT 1.4M440.1. p v'Tof% OT/-M•TISF *WITCH iNM1 Th - - oe44d►,0 r0'+[7TVC.T 0,4 Piz.= reza>=rrAt - ro+i.t.R TILT- L•Lk.K • .e. TWIT- LAX* P' c. t'hcLt, exalt.044. MOURTe:o 64104444. •446. a•IC Alup ON rtr►teo ,G $4Uof- Wu- Mowry° ru .. 1 iR TI `•P 400rAT >I t+NiT:N, p -+fIV T 44'4 4> -11.0V. -4,4 P 644 Ctil'mN p- et,A-Y Cr` coNTxeT°r% ructaLs. vle za.al•te -T IombN*T10N4 1. NIlf4- ItS4nzN r • itiouremeaapo 0400 puif•N Howtric, r po.so . i41,!'47 6P111�1I'I. e0415IMILT /►G INOICATWO aN Tea.ariotAL CWT M4 P:64-L: GF G*ILJNN• c..owtxrlT 1N rtActliN oR UNPEwraiN It ma.rovoc t4iP4W0 rLZ9Utst.* NE M- EONOUIT Gm .isT TtwtEG Ur' CON UST TLIP41110 00e4N cow ui T T14.441NockTION 00040 tottorlso ZONOLItT 0•41.y ...1 b IN�t1`TOO cameo (X). ONG. AAA" INOSZATt. Ne040*.t• of °12 Now. o.0 481H moro. T*+0+4 TWa #.4Le trIrshri tT• (0 IN0IC.&1 44041G44 GIPY.u1T ralain4a4T «144411/0U VELIS Tr14'4. H TW. r r 4r.I• +401 I140I4ATiner 140U/41111160 140414/T ~VA PINIC.14111C, rta:2Po L/104/Telfor r'Ix ru p ' -roNea C.O. GONCUIT -Y . Nrt-. NIfoI"+t' UG44T IS•40411444T Hook .or. ort..e.weitre. eircuti orosaracr• ,,,rl„ n csokty rap. 4.4106 .»Y f'' tw+t•ITI4. t. d"WMMT*16 - d rue w porwow -T •-4111 14A& .. mour.rrep TfL- PWO a our..el' DRAWN BY: BARK 7A -ISSUE DATE BUILDING TYPE: • U Z OC W 0 4470 N 0) 0 0 0 9330 St 4.60.:\ G.'+ AVENUE CITY OF TUi WILa, 1987 6UiLDING per,. z 0 RICHARD 0. F:IEIHEIT SIAIL vr ....._.v�l tam 0 A Cr. WENN 1 1111 I1,I(1!1`11i ill 11111111l�l L 1L II . 1 1Ii'I 10! 3 111 ljlil1 ia9l lll!�1� 41 l I`iI 7,4 1.1 O1l �fl ++ N IL. `) k 1 't i II 7 ,it., 1 I!I�Illi�l�l lll!�� i!ililHI I!il IH0III!I!lidI1ilI ►III HI l�l !, �lll' !1!1 I,i,!!!I!III!!I1!I!!1I;!1 H !I ��i�l 1111 S E P 4 1981 101242 NOTES 0 A- 29,31.33 3-1'6 & GO, 1' C. 0 PHOTOCELL MID. ON RIGID STEEL CONDUIT 2' ABOVE ROOF ON WALL ADJACENT TO WP. DUPLEX OUTLET. FACE PHOTOCELL. NORTH. SEE DETAIL 2EE5 MAKE CONFECTIONS TO WIT CONTROL. PANEL. LOW VOLTAGE CONTROL CIRCUIT TO NORMAL CLOSED RELAY IN EM-1 CONTROL PANEL. SEE SHEET E6 CABLE QN 2 '12. 1/2' C, TO MAY AT EMS-1 TERM. CABINET IN MANAGER'S OFFICE. 3 '12. V2' C. TO CONTROL PANEL ON EM-t ® 3 INDICATES 3 PHASE FUSED TO MANLEACTJ ER'S SPEC 30 30 At43 MANE Kg TYPE RIG FUSE '._./ ELECTRICAL. POWER AND CONTROL. INTERCONNECTION BETWEEN ICE MAO-IINE AND ROOF KM. C NDENSIN3 WIT. RUN t2' C ANO WIRES AS REQUIRED £Y MANJFACTI:RER TO ICE MACHINE. PROVIDE FUSED OISCOI ECT SWITCH AS REQUIRED BY MAKFACTURER. SEE ALSO SLEET E -4. ® PROVIDE INTERCONNECTION BETWEEN WIBS COMPRESSORADOINDENSING L.NIT AND FAN COIL. UNITS AS REQUIRED BY MANLPACTURER. 7 & 1-'8 6M3, 1 1/4' C. A- 26.28.30 GROUNDING PIPE CLAW CADWEi.D CR APPROVED GROUNDING CLAMP MSB-6 & 1-'8 G7.O. 1 V4' C. r C -1 '3/O TO GROUND BUS N MAIN! SWITt' OARD TOP OF CONC. FON. OR SLAB PROVNJE GROIN." CONDUCTOR AS PER N.E.C. ART. 250 - SECT. FL. PARR. 250-81 iq NONN+ETALLIC PROTECTIVE SLEEVE METALLIC COLD WATER GROUND DRAWN BY: MARK 7A -S ISSUE DATE: z th z 0 U Z SAN DIEGO, CA 92123 9330 BAL:3OA AVENUE DETAL NO SCALE 70 ‹...__..________ OU'L.EX RECEPTACLE IN WEATHERPROOF ENCLOSURE �■•••_ WALL,. RECESS RECEPTACLE N4 WALL REGISTER -r RC' HARD 0. FREIHN1 STAN k tUt ►� „�.... _ . z 03 0 LL ROOF RECEtVF 0 CITY OF TUKWILA 1 S 1987 f *!.�j 1 4U1WING DEpr,r ELECTOCAL F PLAN EPI : 1987 1111,11;1'[111 111 11 11111111 11 _ T ! 7, 111;!11!! 1 1111 L!L'L��ILIIIII'IlIIi311i� 11 1111 1111 O1 NH111111111! 1111 8 11111'1! i!1 111111111 11!1 111 111 9 1111 4 III! Ijl1ilf 1!111 {�I�liiil�ii`+I 41 ! 6 - ..No. 18 e'df ,,., ...�.::'.... 1' C 7 j w� !MOO 1111l11111!!II 1111!11111 10,243 NOTES LfiGHTIING FOXTUIRE SCHEDULE DESCRIPTION MFR. & CAT, N0. FLOURES E T 2' x 4' (RECESSED LIGHTING FIXTURE WITH F'..USH STES. FRAME ACRYLIC PRISMATIC PATTERN 2 .125' LENS WITH ENERGY SAVING BALLAST. LITHONIA • 2 GS 240 A 2 .125 1205 NICHT LIGHTS TO HAVE EMERGENCY BATTERY BAO<-4 9 AND BALLAST. INSTALL LENS UPSIDE DOWN FOR FIXTURES IN KITCHEN AREA. PROVIDE AND INSTALL MANUAL MOTOR SWITCH WITH THERMAL OVERLOAD (SAFETY SW ITDO. FAN TO BE SWITCHED WITH LIGHTS. ROURESC N1 2' x 2' RECESSED LOTTING FIXTURE WITH PARABOLIC 9 CELL SEMI-SPECULAR SILVER LOUVER APO FULL. BLACK REVEAL AROMA DOOR ENERGY SAVING BALLAST. 2 - 35 W LITHONIA F 40 U LAI+ • 2 PM 46 B 2 U 40- 9 -120-E LITHONIA • CA140A120 ES ROUND RECESSED LIGHTT•G FIXTURE HOUSING FOR SJSPETOED CEILING WITH PL RETROFIT UNIT - PL 9 HALO • H 75 MiUSING I WIN SCIENTIFIC COMPONENT SYSTEMS, NC. • X 1${R 7 RETROFIT WIT. 7141 630 -3453 2x6 FRAMING TO BOTTOM OF TRUSS MAIN SWITCEBOARD J-BOX PART OF FIXTURE ASSF.113LY ROLM RECESSED INCANDESCENT LIGHTING FIXTURE WITH REGRESSED ADJUSTABLE EYEBALL AND BLACK EiAFFLE, - 60 W A - 19 Fi.000 PENDANT MOUNTED LIGHT FIXTURE WITH PL 7 LAMP HALO • H-7 G/419 P 1 - I. 7 FURNISHED BY OWtfR FURL W ED INSTALLED BY ELEC. W/ FIXTURE CONTRACTOR HANGER BAR BRACKET PART OF FIXTURE ASSEMELY ,�. RECESSED INCANDESCENT FIXTURE. PER SCHEDULE CEILING LINE FU3URF.SCENT 4' SUFFACE MTO. LIGHTING FIXTISE WITH HIGH IMPACT ACRYLIC AIR. FU.LY GASKET. UL. LISTED FOR ONE LOCATIONS NO 141.0E0 AE S PLASTIC HOUSING. PROVIDE WITH LOW TEWI tATUiE MIN. START 00 F BALLAST. - F 40 CYV / RS LTTHCNIA • CIL 240 AR 23 CW z cr d CD co W Li cr. w 93:3 BALI3CA HIGH PRESSURE SCUM WALL P'OilTEDD LIGHTING FIXRRE WITH POLYCARBONATE HOUSING APO LENS ASSEMBLY. INVERSAL MOUNT EXIT LIGHT WITH GREEN STENCL RACE. BATTERY AND CHARGER - 9O W H CH-PRES.S. 9GOIU M FURNISHED PFRESOGLITE w/ MILK, • ° rr [ FLOURE.SCENT WORT IGHT H3001 !GMT ok, ANk 111, EKVAVING A • COIKTER B • LOBBY C • OWING 0• WM.LK4T E • LUM. LIGHT FURNISHED w/ FIXTUfRE 'TMIED BY ELEC. CONTRACTOR EX ICE • WOO MITE FLOUR. 2 x 2 RECESSED FIXTURE W/ ACRYLIC LENS AND ENERGY SAVING BALLAST 2 - 35 W F40ULAMP CW LIT1- 041A•2GS -2U40 A t2.125 - ES 0 5 Im 9, LITHONIA "SI4ORS12OES OR ALTERNATIVE 4470 REGISTERED RCf : : .T CC 2 z 0 Q Z 00 0 ARC O. F' . I .S u. .. v. .........yt4A RECEN D CITY OF TuKwIL.A S E' 4. 1987 BUILDING DEF1 LOGTIING N SCALE V4tit1-0' q11 t>I 1 is !! 1111!111 Iil1!il;I) N 1111 1111!!111 It III!i111) 4 G 19 i 1::H MP!! 1!!11111! 1I11h1111 10242 EQUDPMENT SCHEDULE ITEM DESCRIPTION VOLTS / PH. DESCRIPTION 1 WALK -IN COOLER & FREEZER WALK -IN REF RIG. SYSTEM FOR FREIZER WALK-IN REFRIG. SYSTEM FCR COOLER TOASTER ( 4 TOTAL ) EAT Ste& DOOR FEAT LAMPS i 2 TOTAL ) VOLTS / PH. 120 V - i FOODWARMERS ( 2 TOTAL I 9-20 8 GRIOOLE (2 TOTAL ) 14 MET TIMER GRIDDLE TIMER 2 wiOrt C REFER TO SHEET E -5 FOR THIS AREA 1 L2 1 JeoxEs wI 3/4` UP TO A9ovE CBIOS IGO 8 2s 4 MAIN SWITCHBOARD tPOER DRICOLE ORAWER FREEZER 208/240 `/ - 1 120 V •1 120 V - 1 120 V - 1 120 V - 1 FLAVOR INJECTOR CASH REGISTER ( 5 TOTAL ) 1FUTJE DRINK DISPENSER ORINK DISPENSER 17 F000 WARMERS ( 3 TOTAL ) 19 WM ER E AWERS ( 4 TOTAL ) 120 V - 1 120 V - 1 120V -1 208/240 V - 1 TIME CLOCK UCERCOLINTER i RIG. ICE MACHINE W/ itET40 CO CS. ( 2 TOTAL ) SWAP RAD< ( 2 TOTAL ) VIM TRAINING EQUIP. 26 HATCO WARMER t1>•iJER CALMER RIG.(3 TOTAL ) 28 MICROWAVE ( 2 TOTAL ) MR CLR?TAIN DOOR) ;;S, 1 WITCH AT MR CUTAIN NVIMt70m CRT ( 3 TOTAL ) HAND MYERS ( 2 TOTAL ) 34 FOOOWM E ( 2 TOTAL. ) 120 V - 1 FEATING LAMi' 120 V - 1 J - BOX W/PLUAVIRE 2 - MICRO 628 2- FOO W/ T1 1 - U/C FRZR. FUT.) 1 CA. DRAWN BY 37 REMIG. / FREEZER J 3 D14`C FRYERS ( 4 TOTAL ) FRYERS Tit ( 2 TOTAL ) ve I 2°Q.1?C1-0 10T.AT 00.4ii) SEE: CETAfl I t'' Bi ., J o-39 ao +I► WP 0 L z O 2 5087 FOR B ECTRICAL. STW-LPS SEE SHEET K -12 D-9 D-T2 &K 0-b &17 0-19 & 21 D-13 SPME 6 j 6 I ° 1 RECEPTACLE SPARE all SIDE DETAIL NO SC/LE Ira V 28 U/C FRZ 0-11 0-1 0.2 D-16 0-8 0-10 NOTES Make 1/2. 2-•12 tax oorti'iectkm to air artah. Provide and halal manual motor starter toggle ewiU 1 with thermal overloads. 9/ale machine mop. - Hibbs! • 20420 0 .Auction box in attic spare above. Moun4 boot an 3/4' conduit stubs firnished by hood summer. Mace 20V.-1 correction to receptacles serving hood tuners Items "14 & •15 and make oorrmction to hood tights.. ,Anctian boxes $or future use. 1+lrov c e finished blank cover and 3/4' C. will pull-rope to panel 'W. Provide and install thrush 4' sq. J-box for mounting door bell ad tow voltage transformer. Push button kr door bet system. Provide and instal VF C. 2.14 to doer bell .1-box. Vertically mount devices in power ooiunri, see Kit hen Equipment Plans IC3 & fa Power service to devices panel 'O. 0 Power colon owner provided. contractor installed. Std be U.L. listed. See detail VE4. Junction box in attic space above. Mount boot an 3/4' conduit skb-up knnished t,,r hood suppliar. !Iles TZ3V. -1O oomectians b receptacles serving timers items •42 Ct midi & 641. O Junction boot in attic space above. Make QOV.140 comedian to cooler- kreezer door heaters and heat tape. Surface awurri junction boat for comedian to heat tape around condenser drain line. Heat tape provided and ketatied by this contractor. J•box above ceiling for oomection to POS tine conditioner where applicable. See sheet E -7. Provide and install (been) isolated grand oandudor I nvvut that 0-41. Connect isolated ground wire to ground bus h MS8. See at E7. ® PAS. receptade M•ibbetl •164701 h 4' sq. boot. Haunt in pony waI beim counter. Sea detail 6/F7. ® Provide junction box in attic space above for item •92. O 24' x 24' x 3/4 teleptme backboard h accessible panel at 42' - Under OW series or approved attemative. r C. only to telephone backboard, from 2'x4' J ooc. ® Panel XX' furnished as integral part of prewi^ed r t Nem •22. Made 1 1/4' C. 3-•4 & 1-•8 gr+ourn i Rex connection tram wall moutited .1-box to panel. Hems 26. 19, 27 2A 20 arcs wired from panel Provide control and power su;ipty wires to We's from comp/cold twit an roof in V7' c as per manufacaarer's requirements. ReaapSode krnished and installed by wak-h mfgr. Cankacior to made 120V. connection to receptacle. J-box above door far walk-in box fawned to tall meterk Neter provided and installed by 01*-s. Verily mounting height wih wak•h mfg.. ke maker disoomecthg mans. Provide and install AC manual motor starters without ;Pierkods. 230 V. -3 ♦ stoners doh be square 0 WS-2B ar approved Otteiliative. Stack starters at '66' AFF. and •74' AFF. 3/4' C.. 3-12 oonrinA flex carnation 10 b, motor item '74k Provide corked and power moldy wires b roof add. condensing unit in 3/4' C as per mamba. recp.oirernents. J-box at 7'-0' above wak-in Roar for liquid tight flex comedian to fan wit unit. J-box in attic space above for Nem °28 Gil. •D Gt order catrio r insurer (tukrek cony. outlet. Provide conduit & wines as indicated an drawings. See also Nem 907 an sdlodute, W J-boxes with devise covers PACO "257. •837 or approved ail motive) connect with 1 V2' E.M.T. for probe system. Transformer far doorbell - &Wads nail Hournl above Ceiing. Ap pants shall be Square 0 "DOB or approved alternative. Panels 'A'. V. C'. U'. shod be W wide and interims panel shall be 20' wide. See E-8. EQflJDPMEENIT SCHEDULE NOTIES WATTS INDICATED NE FOR EACH INDIVIDUAL ITEM. ONE ITEM OCT. INSTALL NOW OE ITEM IS FCR mute 30A TWISTLOCK RECEPTACLE. 2) FRYERS PER DUPLEX, TWO WARNER DRAWERS MOW (TWO WARMER DRAWERS FUTURE. /.'ONTROL CIRCUIT. HOOD LIG 4TS, 1.5 HP PER ITEM. FUTUFE 0 QMI.Y1 I J-e ED oX. FINIS 03VE PLATE MO COZENSER EVAPORATOR CEFFESTER, HEATER - -RECE LED . CITY OF TUKWILA S - 1987 GURDINt3 OEM, ISSUE DATE: h ce 2 BUILDING 0 ■ c') Cs/ :7 tN ) Zo 0 MONNME e w 0 ear► Z l[r Um! Cs) 8 co .0 t'J 03 11 co WAD l 1/41+'1?4" • • ;' •*,; VII �I I'I 1 7 111111111 111111111111 1111 I 0 111111111111 16 11111!111 1111 11111111111i1111111 1 1111 111'11lI1'I !Hilly 1111111 5 _ ' VI 1 lAWll11 1III 111111111 mill 1 H.11 11hllil VIM124 AS' 411111b, -s"' ■ 1111111111111111111111 CONNECT 4'x4" J-BOXES w/ 3/4" UP TO ABOVE CEILING MAIN SWITCHBOARD 0-9:11.13 4 '12,3/4" C NOTES 10 L.CTION BOX FoR amAE Use MOVE CEILING. `J JUC?ICN BOX MIRED AT 47 FOR VEHICLE At ERT. JJCTION BOX MOWED AT •60' WITH lei.410K COVER FOR RARE IA -r. CI JUNCTION Boot MOWED AT •Q" RR FOOTSh' not CI 3K11 C. TO DRIVE -THi . 0 JJICTICN Bc c MQNTE AT +60' FCR 144V T. m cr 2 *10,1/2" C CEILING B -1929 3 *103/4" C 41 L C -28 __.__..w _.w._._..• ISSUE DATE: BUILDING TYPE: MARK ?A-S U Z r N O� U w W .+ O w Irk Z Er Vf^ <f♦ w W CO 0 Q co Um SEE DETAIL A- 32,34,36 SOUTH PARAPET WALL RC CF RECESSED CUM RECEPTACtE PLAN OUTSCE 19f. SF3tSOR PHOTO BECTRIC SWITCH OUTSIDE TEM'. SENSOR _._._PHOTO B.ECTRIC SWITCH 4470 QC ah. z SCUT PARAPET WAU z RECESSED DUPLEX RECEPTACLE SEE 8 CC MUST BODY 0 CC E.EYBI1oN. 1 f ECEI 5D CITY OF TUKVU1LA t1. 1987 BUILDING DEFT: c 1111 1111 1CI 1!1 11 1: 1111 1 1111 11 I 1111 111 1 1 1 111 1 1 II 111111111 0 i11111111 3 111116 13 L 1111111111;111 1111 1111 11111 4. 111 1 ►11 111 111 1 • 6 it, l... 1: 7 W)I IIIi'i11�111, i111�1111 IIII 111111111 1111 1111111111 1104242 DESCRIPTION________ E143. C.P.U. iOFFICa TO INTERFACE PANEL TO ROOF TE SENSOR ON SOUTH PARAPET WAD. EVAPORATOR COL RERUIN GILL 2-4 11/16* SQUARE x 2 1/8' D. J-OOXES KLAYTED SIDE BY SIDE Al •Sr FOR ENS CPU. 16' SQUARE x r DEEP RA.I.BOX MOUNT IN ATTIC SPACE. NOT USED. SINGLE GANG J-BOX AT •5'-0" FCR TEMPERA-ME SENSOR. TWO GAM J-BOX AT 46c6" FOR SYSTEM OVERRIDE SWITCHES. SINGLE GANG J-BOX AT '7-6' FOR KM METER 01 NECT ION. SIMLE WIG J-BOX MOUNT ON WALL BEHIND RETLRN AIR GRILL OF WAX- IN EVAPORATOR UNIT. BOTTOM OF Box LEVEL WITH BOTTOM OF GRILL. STU3 COMMIT TH3U ROC INTO UNIT CONTROL PANEL. SINGLE GANG Je00( MOUNT AT .45.-0. FOR ICE MACHINE COML. INTERFACE PANEL ETLOSURE SHALL BE PROVIDED 8 INSTALL ED BY ELECTRICAL CONTRACTOR. OVVNER WILL PROVIDE NO INSTALL TEE THERMAL mom TRAPOOHEM RELAYS, MOUNTING HARDWARE & LIGHTING courAcToRs FOR THE me. WEATHERPROOF J-eOX FOR OUTSIDE AIR SatS0R3 SEE ROW PLAN SHEET D. STUB li2' C.O. DOWN INTO ATTIC SPACE, ALSO SEE DETAIL SAN DIEGO, CA 92123 ISSUE DATE TERMINATES AT PLENUM BELOW CEILING 1134. SENSOR WILL THEN SIMPLY MOUNT TO BOTTOM OF BOX E.M.S. MUST BE OPERATIONAL PRIOR TO OCCUPANCY. ;MANAGEMENT SYSTEM CONDUIT CARRYING DEDICATED LINE INCLUDING ISOLATED GROUsID TO PAS. LOCATION 1 CNI WALX-IN BOX UNIT Mk r iri r 94-1 EF-2 AC-2 CD I STLB 1.P COPOUTS 6 ABOVE CLG. & PROVIDE BO EiUSHING (TYPJ Le) D 11 11 11 11 11 11 11 11 I 11 4,4 2' C.O.A1 11 11 11 11 11 11 11 11 11 Klb---fFfl 11 11 11 11 11 11 11 11 11 11 11 CEO IC.ATED CO CIUIT TO CARRY P.O.S. CIRCUIT D-41 OtY V2. ® 0 0 0 ® 0 3/4. CONDUIT TO PUU-BOX ABOVE PANELS •4.70 T 2° C. z PNLs PK. Tr E1 ••■■■•••■-•■•••■=0. z co 0 2 cc 0 us. z RE F.D. Cllr OF TUKWILA GREEN Isouvrep GROUND PASS THROUGH PANEL tr INTO 1HE MEM THAT GOES TO MAIN SERVICE BOARD GROUND NEUTRAL BOND PER tf-C. 250-74 EXCEPTION °4 AND NEC. 384-27) .1 •8 BARE COPPER GROUND TO BLDG. GROUND AT MSEI I .0 1987 BUILDING DEP?J ROOR 1 ••••••••••••••••••••••••■•410................1.1■111.0.ftlle 11111 11 11 1 1 gi 1 1 141'1 111! 111111 1111111 1 7,1 11 Uh111111111141111 1111 2 111 987 111111111111111 1 1 • 01 f) 11.1 11111111111111111111111W11J 11111 TITHHH, 1 4. 1 1111 111 1111111111 1 1 111! 1111111 1.1 10 al No. Id ,C•70 • •. ••••• , 11, 'It: 1 11111111111,111111111111 11111111111111 11111Th1111111111 NOTE* Saes FOR FUTURE EAIJIPFENT WILL BE INSTALLED IN FUTURE OLJ RING CONSTRIUCTIOht, GREEN GROUND WIRE TO WERE BUILDING GROUND AND NEUTRAL ARE BONDED DE SO- EMATIC WIRIN3 DIAGRAM WICATES A TYP. IINSTALLATKK VERIFY (W4TITY OF REECff'TACL.E$ & SERIAL CURET ALL P.O.S. SYSTEM CONDUIT SHA.t. BE METALLIC, 00 NOT USE COPWIT FOR GROWING. CONECT PAS. SYSTEM PEUTRA. TO PMEL '0• NEUTRAL BUS AS CLOSE AS POSSIBI..E 10 TIE MAMA NEUTRAL FEEL R. 0 PALS. SYSTEM CIRCUIT D-41) SHALL BE AN ISOLATED CIRCUIT CONTAINING 2 'Q Sa.o COPPER COPOUCTORS & 1"12 SOLD COPPER MN) CONT. THROUG HOUT THE CIRWIT. SYSTEM SHALL BE INSTALLED W ACCORDANCE W/ ATV RECOMMENDATIONS PLUS AU. LOCAL & NATIONAL CODES. F CODES REQUIRE THE OUTLET BODIES TO BE G ROt ED. USE A SEPARATE POT TIE ISOLATED CROCK. WIRE. SOLID NEUTRAL Y 1 iA E POWER PMEL '0• F A META. C R. TOM' IS P STALLBL GROW CW. TOP W/ SEPARATE '12 SOLD GROW WIRE. TO MAIN GROUND SYSTEM rp -1 1 r II II UP 11f1U 2• PVC NOTES L e AOPPLICIONERAOL.E3 IN OUT 4-i-1 i H- a OUTLETS DUPLEX �1 VICEO CONTROL KEYPAD (V00 SERIAL CAE.E ABOVE CELIrG VCK SEREAi. CABLE, #keosie CEILING SOB ABOVE CEILING__,. 0400© 0 4•x4•BOX ABOVE CLG. WIRING WERE LIME BACK CONDITICIER OUSTS STRAIGHT 11-11U RUN WERE LINE CO UITIONER DOES NOT EXISTS OFFICE WHITE GREEN VIDEO CONTROL KEYPAD (VG0 SERIAL BUS S ISOLATED GROU"D REC PTITYP3 JDODO (TYR ) GREEN WHITE SOB • 36•. SEE SERIAL CABLE, ABOVE CEL*JG GREEN WHITE GRILL AREA BLACK VCK SERIAL CABLE. ABOVE CE.ING �.._ DRIVE -11 J AREA. REGISTERS AT SERVICE AREA ELEVATION SCALE; V4• - r-0• FOR CA3IPE T MO DESKS DETAILS„ SEE ARCHITECTURAL ORAWHJGS BIS CPU PANEL. EMS J -FOXES (TYP. OF 2 508 P0S OUTLETS (TYP. OF 3) TELEPHONE OUTLETS CONVENIENCE OUTLET OUTLE=T FOR FUT. IMU.51C SYSTEM DOWN THRU 2° PVC SOB W/ TERMINATOR UNDER COMER. SEE CETl4El O RIVETHRU WINDOW REGISTER W REGISTER ORDER ENTRY) CUTLET BOX APO RECENT. FOR , FUTURE REGISTER SYSTEM TERMINATOR '12 SOLID COPPER GRSEN CAA WIRE ATTACHED TO MET. CASH DRAWER FRAME ROUTE W I#RE L WE3R BACKSIDE OF C111. TYP. —WHITE GREEN ■;i.. ii SUMO 1 MEM `• x 4• .1-80X TYP. AT Al REGISTERS 0E DICATE PALS. POWER WTLET EACH REGISTER ATTACH GRIM WIRE TO Jim OOVE3R HOLD DOWN SCREW =FM SUPPORT ANGLE BRACKET. SEE ARCHITECTURAL ORAWPIGS SERIAL OUTLET BOX %5.0.8.) EA. REGISTER SERVICE COU NTr'LR CASH REGISTER (TYP. OF 21 DRAWN BY SCHEMATIC WIRING DIAGRAM ELEVATION SCALE: 1/4• - r -0* WARNIN 8 00 NOT (RILL BOTTOM CHORD OF TRI,JSs FC1R CRT SUPPORT. CENTRAL PROCESSING UNIT PROGRAM LOADER RE3-10TE PRINTER MGOOM VIDEO SCREEN VIDEO MEWL I EY Q. REGISTER 4 x 4 ACROSS BOTTOM CHORD 2 TRUSS THREADS) ROD RICH CRT. V? DIA. CASH DRAWER TWISTLOK C.O. NEMA LS-SR SS. COVER PLATE FOR 010 TWISTLO«C C.O. NE3MA 1.5-15R ESL "16 -4710 HJBBE3.1 '95091 R EBEIL •16-4700 BOTT. CHORD TRUSS MARK ;7A - O VI 'r- FA U 0 ammo w 0 ors Z !!!e: w VOCAT RWSTAND LIFE CCNDITIMER CEILING OWLET FOR CRT. s EE - 1 CABLE TO RESPECTIVE KEYPAD EXCEPT AT ©RIVE T) JJ WIPOOW) 11111111111.11 I.1 IN x 4" j e c W! PA S. RECENT. SEE POWER PLAN. SF EET E4 2• DIA. PLASTIC GROG ET 64-0• SERIAL CAME TO S09 ABOVE COLN& CASH EGISTER CASH OWNER & HOUSING COJNTER ATTACH £Rt7= MRE *o HOUSING AS SHONwd ABOVE o 4470 AD t 14 Ar REGISTERED afRCllLT�T m a POWER CABLE • ATTACH G CL D WIRE TO CO l R PLATE AT SCREW COVER PL HOLD DOWN ISOLATED OVUM IS NOT ATTACHED TO GONER PLATE NOrTEs CRT PROVIDED 1► INSTALLED BY OSVNHR. M0LN'T'G OF an wi AtL HWARE FURNISHED 1 INSTALLED BY GEN. ECE VED CITY OF TUKWILA C , 1 POs SYSTEM PLAN WHIM IIHI! I 1 SI I:I I !Il,iil!lliil 1 H11111111 I III 0I HI 'hi H 11111! II!! 1. III! !!!ii!`II 4 III!LI!!! (y ._ i; . __., I7 IT Ail ;'! I 11: :H!'!!iiiiilhw!!11il BUILDING D' WO SCJLE......, 1 to 1 0 cc 0 z CC 0 LL. GENERAL 1. GENERAL CONDITIONS: ELECTRICAL SPECIFICATIONS The General Conditions, Supplementary Conditions, and Special Conditions are a part of this contract and apply to this section as fully as if repeated herein. 2. SCOPE: This section of specification includes, but is not limited to: All labor, tools, appliances, materials and equipment required to furnish and install the complete installation shown on the drawings for this section of the Kirk and /or in the following specifications, including that which is reasonably inferred. 3. CODES AND REGULATIONS. All work and mmmeterials shall be in accordance with applicable require- ments of public authorities having jurisdiction and utilities furnishing ser- vices. Codes governing this work include but are not limited to the latest ap- proved edition of the following:. National Fire Protection Association's National Electrical Code. (NEC) . California Administrative Codes, Title 8 and Title 24. (In California only) Occupational Safety And Health Act. (OSHA) Local Ordinances and Regulations. 4. STANDARDS. Electrical material and equipment shall have been tested and listed or labeled as conforming to approved published standards by Underwriters Labora- tories where such listing or labeling service is available for the class of materials or equipment•used. Where applicable, listing or labeling shall ap- ply to the complete assembled equipment and not to the components alone. 5. SUBMITTALS. Three copies of materials list, shop drawings, and data sheets shall be submitted to Foodmaker's Construction Manager for review. Submittals shall be made and favorable review secured before material and equipment is Installed. Materials list shall include fixtures, switchgear, panels. devices, wireways, disconnects, lamps and all other specified or unspecified standard cataloged material to be used. The list shall include manufacturer, type, and such other descriptive data as may, be required to determine the acceptability of each item. Shop drawings and data sheets for equipment and systems shall be sub- mitted where required in the specification for those items. Include informa- tion on each component, wiring diagrams, layouts,, dimensions, and sufficient ether data to establish compliance with the specifications and acceptability of the equipment or system. 6. PERMITS AND INSPECTIONS: Permits and inspections shall be by the General Contractor. 7. AS -BUILT DRAWINGS. On a set of contract drawings, kept at the site during construction, mark all work that is installed differently from that shown, including any revised circuitry, material or equipment. Upon conclusion of work,. deliver to Food - maker's Construction Manager a set of signed'and dated "as-built" drawings. 8. GUARANTEE. All work shall be guaranteed for a minimum period of one year from either the official date of completion or from the official date of acceptance by the Omer, whichever is the later date. The guarantee period for certain items shall be longer, as indicated In the specification for those items. Should any trouble develop during the guarantee material, faulty workmanship,. or non-compliance with codes or directions of the Owner, Architect, Engineer tractor shall furnish all necessary labor and materials without additional charges. PRODUCTS 1. METERING AND SERVICE EQUIPMENT. time due to defective plans, specifications, or Inspector, the Con - to correct the trouble Metering and main service equipment shall be Square 0 and shall include all required metering and main disconnect equipment such as power company meter socket and ring,•cerrent transformer space and connections, test block, gutters, main switches, and ail other equipment required by the serving uti- lity. Applicable codes small apply to all service equipment and Installation whether or not shown on the drawings or described herein. The underground servlce pull section shall be furnished and installed by the Contractor as shown on drawings and shall comply with the requirements of the serving utility. Construction and installation 'shall conform to the specification for 'Distribution Switchboards.' Location shall be as shown on the plans. Special construction or features shall be as shown on the plans. For switches and other items included refer to the paragraph where those items are specified• Submit shop drawings as required under "Submittals." 2. DISTRIBUTION SWITCHBOARDS. Switchboards shall be factory assembled type by the same manufacturer that furnishes the main service equipment. Voltage, phase, wire, rating, location, arrangement and components shall be as shown on the drawings. Switchboards shall be free standing units of angle 'iron or formed steel construction enclosed on the four sides and top. Top, front and back panels shall be'die formed of code gauge steel with no raw metal edges on the front. Switchboards shall be shop finished in ANSI 61 gray enamel. All front plates shall be baked to obtain maximum finish hardness. Busing shall be tin plated electrical grade busbars shall be based upon the capacity shown on extend the full height of distribution sections. supported, braced for 50,000 amps. Symmetrical, and and NEC standards-for bare busbar. Provide a nameplate for each switchboard item' board as tpecified in section 'Nameplatts.b aluminum. Dimensions of the plans. Bussing shall Busbars shall be rigidly spaced according to the UL. de the face of the switch- - Circuit wi tch- Circuit breakers, switches, and other equipment to be Included as an assembled part of a switchboard shall comply with the sub - section or paragraph where those items are specified. Submit detailed shop drawings of the switchboards, including breakers, switches, etc., as required under 'Submittals.` 3. PANELBOARDS. Panelboards shall be factory assembled circuit breaker type by Square D. The number of poles, type, voltage and ampere ratings shall be as indi- cated on the plans. Bussing shall be alumincu. Neutral wires shall be connected to a common neutral bus with binding screws or lugs. The neutral bus shall be insulated from the cabinet. Ground wires shall be connected to a common equipment ground bus with binding screws or lugs. The ground bus shall be bonded to the cabinet. Cabinets shall be flush mounted. Cabinets shall be constructed of galva- nized steel conforming to UL and NEC standards. Fronts of cabinets shall be not less than 12 gauge steel, fastened with screws in countersunk washers, or with approved concealed spring clamps. Cab- inet fronts shall have hinged lockable doors with milled keys (all panels shall be keyed alike) and circuit schedule holders with clear plastic windows. Doors shall be fastened to trim with full length flush hinges. Panel fronts shall be shop painted with 2 coats of primmer and a finish coat of gray enamel. Special panelboard construction or features shall be as shown on plans. For circuit breakers, time clocks, contactors and other equipment to be inclu- ded as an assembled part of the panelboard, refer to the paragraph where those items are specified. Submit detailed shop drawings of the panelboards, including breakers and all components as required under 'Submittals.° 4. CIRCUIT LREAKERS. Circuit breakers shall be by by the same manufacturer that furnishes the main service equipment and panelboards. Breakers shall be molded case bolt -on type. Clamp -on, push -on, or plug - in type aro not acceptable. Removable handle ties and dual, quad or tandem breakers are not acceptable. Mounting hardware, accessories, faceplates, and enclosures shall be provided as necessary for the intended use. Short circuit interrupting capacity shall be as 'indicated on the plans and shall in no case be less than 10,000 ems symmetrical amps at the applied voltage. ..Submit data on breakers with switchboard and panelboard shop drawings as required under °Submittals.' Submittal shall include interrupting capacities in rms symametrical ones at the applied voltage. 5. DISCONNECT SNITCHES. Switches shall be by Square D. Switches and enclosures shall be general duty. They shall be externally operated, quick -make, quick- break, blade type, of number of poles and rating indicated or required. Enclosures shall be NEMA I for dry, interior locations and NEMA 3R for damp, wet or exterior locations. Finish shall be ANSI 61. Covers shall have a deetable interlock. Operating handles shall be padlockable. glort circuit withstand ratings shall be 200,000 ems symmetrical amps. Switches shall accept fuses of the rating and UL or NEMA class indicated. Submit data sheets of the disconnect switches as required under 'Submit- tals.' 6. MANUAL MOTOR STARTERS. Where shown on the plans, fractional horsepower motors shall have toggle type manual starters with thermal overload protection in each phase. Where the motor is out of sight of the switch provide a pilot light in the cover to indicate switch is closed. Submit data on starters as required under 'Submittals.° 7. SNAP SNITCHES. AC- general use snap switches shall be toggle handle, quiet operating, premium or heavy duty specification grade, UL listed and verified to meet Fed- eral Specification II -S- 896 -d and PENA heavy duty tests. Color shall be ivory. All switches shall be rated 120/277 volts. For the 20 amp size, HP ratings shall be 1 for 120V and 2 for 240V. Switches shall be as listed below: 20A SPST - Hubbell 1221, Leviton 1221, or Sierra 3721 Switches required but not listed shall a4VC EQUIi quality as those listed above. ». RECEPTACLE OUTLETS. Receptacle outlets shall be standard NEMA configuration, grounding type. General convenience a outlets shall be 15 amp or 20 amp, 125 volt, 2 pole, 3 wire grounding. Outlets shall be UL fisted and verified to meet Federal Specification W-C -596 -c and NEMA heavy duty performance tests. Convenience outlet fronts shall be white. Color shall be brown on wood paneled walls. Outlets shall be as listed below: (numbers do not include color designa- tion or options.) 20A Convenience - Hubbell 5352, Leviton 5362, or Sierra 1460 Receptacle outlets for the R.O.S. system shall be single or duplex, twistlock, isolated ground type as indicated on plans. Special outlets, not listed above, shall be standard NENA configuration for the application shown and shall be of equal grade and quality to those listed above. An approved cord rap or plug shall be furnished with each re- ceptacle outlet except general convenience type. Plug.shall be of the same grade, quality and manufacturer as the outlet. 9. DEVICE i BOX COVER PLATES. Provide a plate for each outlet, receptacle, switch, device and box. Plates for flush interior general use Shall be white plastic. Color shall be brown on wood paneled walls. Plates for the kitchen, service, galley, and storage areas shall be stainless steel. All plates for exterior use shall be metallic with gaskets and shall have weatherproof covers for devices. Ganged devices shall have gang pates exactly matching the arrangement and quantity of devices. Special plates, engraving or application shall be as indicated on the drawings or otherwise specified. 10. OUTLET AND JUNCTION BOXES. The size of each outlet or junction box shall be determined by the number and sizes of wires and conduits entering the box, but shall be not less than 4 -inch square and 1 -1/2 inches deep unless otherwise indicated. • Outlet and junction boxes for interior use shall be galvanized, one -piece pressed or welded steel, knockout type, except where other types of boxes are indicated or specified. In a masonry or concrete construction waterproof boxes manufactured for that purpose shall be used. Plastic, fiber or composition boxes will not be permitted. Outlet and junction boxes for surface exterior use shall be cast boxes, Crouse -Hinds FS type, or equal. 11. CONDUITS AND FITTINGS. Standard weight rigid metal conduit shall fittings shall be of the screw thread type. etc., shall be hot dipped galvanized. Electrical metallic tubing (ENT) shall be nectors shall be galvanized. Fittings shall sealing rings or set screw type. Flexible conduit shall be galvanized steel or aluminum. Where used in damp or It locations flexible conduit shall be of the liquid - tight type with outer neoprene jacket and suitable liquid -tight fittings. Rigid non - metallic conduit shall be (PVC) Schedule 40, U. L. approved. All couplings, fittings, solvent cement, etc. 12. MIRE AND CA8LE. be hot dipped galvanized.. All couplings, locknuts, bushings, galvanized. Couplings and con - be compression type with gland Wire and cable for use on systems of 50 volts to 600 volts shall be 600 volt rain type THW or THHN for branch circuits. Feeders shall be THHN. Wire and cable for use on systems of below 50 volts shall be 300 volt PVC insulated and suitable for the class of wiring except as otherwise indicated or specified. 441 conduc *_err shall be co_)per. 13. LIGHTING '.� IXTURES AND LAMPS. Fixtures shall be complete with alt required accessories and equipment, including lamps, necessary for a complete installation. Contractor shall receive, unpack, assemble and install fixtures indicated as being furnished by others. Fluorescent ballasts shall be CBM, ETL approved, high power factor °P° rated with a sound rating of A. Ballasts for interior use shall be energy saving type allowing full light output with an average of 10% less input than standard and shall be as specified on lans. Energy saving ballast shall not be used in exterior fixtures. FI XTU RFa► 5 /\L L,. C.Gtlf,LY W l-CX..►AL i..I *I41.1 NC-s C.00E,S. Fluorescent lamps shall be energy saving type by GE or Sylvania, color as indicated on plans. All A -type lamps shall be 130 volt. Verify the ceiling or wall construction, voltage, and the mounting re- quirements of each fixture and provide plaster frames, special flanges, con - crete pour housings, boxes, brackets, adapters, hangers, stems, canopys, spe- cial ballasts or lenses, and other materials necessary to properly purchase and mount the fixture. Submit shop drawings on all fixtures as required under 'Submittals_: °' 'Shop Drawings' may be catalog data sheets if complete information Including mounting hardware is shown and identified. shop drawings shall include mount- ing details and show compatibility with the ceiling or other equipment. 14. NAMEPLATES AND LABELS. 'templates shall be provided for circuit breakers in the main switch- board, switches, tlmeclocks, and to identify each panelboard and similar items which are furnished or installed under this section. Nameplates shall be engraved lamminated plastic with characters cut through the black top layer to a white layer below. 15. PHOTO ELECTRIC SWITCHES: Photo electric switches shall be Tork. Type of mounting, poles, voltage, wattage rating and arrangement shall be as shown on plans. Submit shop drawings as required under `SUBMITTALS.' Catalog sheets will be adequate if all information is shown. 16. TIME SWITCHES Time switches shall be by Tork. Type of mounting, poles, voltage, ampa- eity, and arrangement shall be as shown on plans or required by conditions. The switches controlling lighting shall have spring wound carry over and any other features shown on the plans or required for proper operation. Enclosures shall be NEMA I for interior dry locations. 17. MAGNETIC MOTOR STARTERS: Motor starters shall be horsepower rated non- reversing, full voltage of type required by motor, with overload thermal protection. Units shall be NEMA 3t enclosure. Manufacturer shall be Square D. Submit shop drawings as required under 'SUBMITTALS.° 18. RELAYS: Relays for motor control shall be heavy -duty industrial type, magnetic- ally held, with both normally open and closed contacts. Sm.�i t shop drawings as required under ' SUBMITTALS.' EXECUTION 1. INSTALLATION AND CONNECTION OF ELECTRICAL EQUIPMENT. Equipment furnished by others shall be completely connected to the elec- trical system except as noted on the plans. All fuses, breakers and discon- nects shall be provided as necessary for proper protection. Provide all flex- ible conduit, boxes, tittings, receptacles, cords, plugs and other material required for proper installation. Refer to manufacturer's directions where applicable. 2. WORK ON i;YAC AND PLUMBING SYSTEMS. Complete power circuits, including breakers, switches, disconnects, wire and conduit, outlets and connections to HVAC and plumbing equipment shall be provided under this section. Starters and controllers shall be provided under this section except where part of a package unit or panel specified in Division 15. HVAC and plumbing control and interlock wiring regardless of voltage, and conduits for same, will be provided wired and connected under this section. 3. INSTALLATION OF CONDUIT: Standard weight rigid metal conduit shall be used where exposed to the weather, placed underground below concrete slab, in concrete or masonry con- struction in contact with earth, and where shown on the plans. Galvanized steel electrical metallic tubing shall be used to above ground, interior, dry locations protected from weather and physical damage, and may be used in concrete or masonry construction not in contact with earth. Flexible conduit shall be used where shown on the plans and to connect conduit systems to motors., direct wired and vibrating equipment and as a final connection to lighting fixtures in accessible ceilings. It may be used as a wiring system instead of EMT In interior dry frame or stud construction. Rigid non - metallic conduit may be used for all underslab or underground work in place of standard weight rigid metal and where specifically specified. Ail runs of rigid non - metallic shall contain a separate green ground wire. All rigid steel conduit installed in the ground shall be wrapped with Hunt's Process No. 3, PVC coated or encased in 3' concrete on all sides. The minimum sizes of conduit shall be code size for the number and size of conductors, unless a larger size is shown, in which case such larger size shall be used. All final connections to motors shall be made in flexible metal conduit. 4. INSTALLATION AND CONNECTION OF WIRING: iJo "BX a TYPE CONDUCTOi. 'FLEX CONDUIT IJIl.1. BE f EeM I T -EO All wiring shall be Installed in conduit, wireways, or gutters, except where other raceway systems or methods are specifically shown. Clean out and dry all conduit and wire -ways before pulling any wires. Use no lubricant except as recommended by the wire or cable manufacturer. Make all connections and splices necessary to properly complete the elec- trical wiring. Connections and splices shall be made only in pull. junction or outlet boxes, or In switchboards, wireways or panels having sufficient code sized gutter space. Connections and splices in wires smaller than No. 6 AWG shall be made with spring type connectors, and in wires No. 6 AWG and larger shall be made with compression, vise type, or split bolt solderless connec- tors, insulated and taped. Connections for the power wiring of the P.O.S. system shall be soldered only, no oolderless connections will be allowed. CAPCONNEC tom AFTER 60LOERINy. 5. TELEPHONE SYSTEM: Furnish and install complete conduit and terminal system for telephone services as indicated on plans. Install a 1/8 -inch polyethylene pull -in wire in each conduit run. Telephone wall outlets shall be 4 -11/16 inch square by 2 -1/8 inch deep metal boxes, with plaster ring and single bushed outlet flush telephone plate. Furnish hard Install 3/4 -inch conduit from the telephone equipment room main telephone backboard' to nearest accessible cold water ground. This conduit should be terminated in such a manner that access to grounding device may be had at any time in the future. 6. GROUNDING. Make good mechanical and electrical contact at all poles, l switchboards, outlet boxes, junction boxes, and wherever the conduit runrois connected. Permanently and effectively ground all conduit, fixtures, motors and other equipment as required by all applicable codes, regulations and stan- dards. 7. CLEANING AND PROTECTION OF PRODUCTS AND PREMISES: At frequent intervals during the time he Is on the site, the Contractor shall clean up after his work and remove his debris fron the the building and grounds clean to the Owner's satisfaction, Premises, leaving The Contractor shall take all necessary precautions to protect all mater- ials, equipment and property, whether electrical or not, from damage as a result of his work. 8. CHECKING AND TESTING OF EQUIPMENT AND SYSTEMS. Panels, disconnects, starters, and other ui section shall be inspected for defects, and tested for installed under this proper operation. Systems shall be tested for short circuits, open circuits and wrong con- nections and shall be free from mechanical and electrical defects. Circuits shall be tested for proper neutral and ground connections. TEMPORARY CONSTRUCTION POWER b TELEPHONE 9. POWER X TELEPHONE Electrical Contractor shall provide all labor, cost and materials required for installation and mmmairtenance of temporary construction power and telephone. Construction power shall be minimum of 100A., 120/24M., 10, 4N, with provisions for one 50A., 200V., 2P,, 4M grounding receptacle and four 120V., 20A., 1P receptacles. SUBSTITUTIONS Gluier- Harr, Gould or Westinghouse products may be substitutes for Square "D" products. All metering t service equipment; distribution switch - board/panel board; p nelbaards; circuit breakers: and, disconnects shall be supplied by the simne manufacturer. (387 RECEW. CITY OF TU W ILA : 1.987 BUILDINQ DES;'' 0 W U z ro c1; U O w ..p to w 0 0 F- 6 Cal a z 0 m JOB NUMBER • I!L�fILIIiII�IIi I I and m i.O!I�I�'��lill I!1 111111111 i 11,111 ;�ii1 2 1 71 i [ 14 1141111 41111 1 Ok _ ( . f i H fl jl' Iliii� �lli�� l j1i11`ilil 4' t1 1, ill! 1111 1111 0l SEP 4 1987 101161 a e. - a-7 ti y4P K•• 0=0 rf% F. S 1 V t $I. ot Iia" 0 3. L.« • STORAGE GAL LEY p464Cal' MC7A4 PNL /8x44. 1 5.•opA6e. -M 5 5H @ woc S •P2 - Pbsr , 8 Co" t• 74"ROsrS FIN 1 IVA 1. x48 OFFICE • t ,o a.. cclt ORiN$ DlSP ✓4M, C1Yp Po"- 4) 1 1 1 1 t I caeMCgt 1 _ 1 SEI V E.o.c PUL3L I C C'OLNre oak -t a • 60 0 � 6A • • I +,� , n • QO 114d • 1e. lob . �5` 91 dQ ,H. Iii 4 5H. �Ts48 24g 413 ' +°• 24gE•0 I1 1 01 1 i• a HOLES NOLES !i 1-7:-13-35 •..r • 3? 0 3- Z14� -3o G `1°; 4 1.4.06 St: Oa • i':0 . 0 41 11 10 -'.. 4 5N. 'I 4H. ► °°� e 111111‘ IV ° °' MOI,�S :*27e44 y .4 r 24- °4 �� • Co ire 3•ID -/5.2b MGbE4 ►�a — - �•. • • ,►1 S i *� s�,► + • ° ►r 24 10 1544 tr �►7L'' I t 1 24,144 :: I 1 Co SH I 24.3 /! • 1 • 11 4 0 11o, r s+ 3 F.n KITCHEN J Au. Posrs A 74' M drab O !� i.- 1Ot /'2 box $'.jl /.Apt7'OM, I G' 2'21- s3/4" ,e.1 V4" L/vE - 7HRU V O �i AI' G" '•-( MOPO . :_ © I NDt t.0►'!; I rm t'T mute 1� `` L tPM � ct .Pt.L 5N'+ i " K -� IND.►thTioS IN't�R1 - 04.,ev/GT101.4 •arrol%M1 N °. Ia1G1CAri"e6 . 5Pti t4 Wig ctttoft.4 IMPI ro►Tt:'. e.Qu1PM O►MCA, P1s1 '(LW h4 1.•476tz tMt71C 1 + H1 wnee• fttvps.sr4 LAS £ i c.comareg- raN , SH ievi t�l f. p. s Pt.00i. VlZ,att4 P.4. z f•DVP° SINK FIN. VJ , 1 .1340( $ EQUIPMENT PLAN vs" ;-4 ICI 1 I Tt !1111111 1111 ... Ilft k ff ... Is 1111 11111 4 --- Yo O,/+. wAw 37 -# Ve --i 1 1lli;ll�1 No. 111 9 Ida • it: i!!I;i111111!�I!111111111 !111 101)1 1!1!1!11111 ;k11:1! 1) DRAWN BY: ISSUE DATE: gr BER: 8443 FO*DMAKER, INC. 9330 BALBOA AVENUE SAN DIEGO, CA 92123 tiECEIVED CITY OF TUKWILA ;�.r' :- i4ui Duman Door.' SEP4 1987 101001 ms 44; cD" , y '4-03c tpiN( CC 0 0 cc z N SCR=CEDLJ 5TATUC> fNG ITEM 1 2 3 DESCRPT1ON • •I I. - • •. C•• NOBEL O T'HEjtN1O -KOOL 1131M K�A/ LIGHTS. 000R HTR spr � ti-11 OF ATO SYST -rFORE COOLER RCPL- L50/LE T-6:51 1 11.3 Ar1P5 4.2 WS HW Cw 111111ft 5/8" w M NOTES r -c MaSHELVING S 6 TOASTER SIAM 6 A A RPCI- 100/AOT -900 OURA -SPAN TOASTERS CUSTOM 57S •C" . I 12 13 14 15 16 17 18 19 20 21 22 23 H000-GR IDOLS GRIOOLE GRIME BACK 1 LOT 1 A G-6E UTIL.IT`t DRAweR TITER BRACKET A CUSTOM 1 1 1 GRIDDLE STAND HET T1rER GRIDDLE TU'QR CUSTOM ON CASTERS 152 MIS 7.0 APES 2.2 AreS FLUOR PLAN M 1101 1 R 1 1 O2 0.18 1 • ..�. PROVIDE J-80X ABOVE CLG. raft ....... . uNOePR C4 1.%17P1.4 VERIFY REM 1,1IDTl1 FRONT 13R •le -.ES H FS -2 -5G RAETONE 1 5/8' IIIIIIIIII En2-3/4" DIA GAS CONNECT TO FLR SINK TO FLR SINK WELL-S TSW -IOO 120 SUPERSTRUCTURZ LOT O-21 1 . 10 3 AMPS ..-� 1 s ; /240 2.1 10.3 AMPS 1 CUSTOM �► I.:/240 w SUBPANEL /PREW[RED CUSTOM NR -36 G I M I l"A R 1 w /4" micro sTape, In IONE 28 29 30 36 MICROIAVE MQCROLAVE SHELF WORK 7At e POKER COLUMN GRrro- tiATTCO (1•21CLit UR- 27.SST RAC TONNE Fs -7EvP LITTON CUSTOM CUSTOM 2 120 120 1 1/4 1 0 .J-BOX AT CLG OR IiiLL 1 R t >5 ArPS P'ti05 PRovs Si OM Peg.. ONE R NACHO TABLE. 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AIR CURTAIN AIR CURTAIN 3 CARBONATOR N 120 CUSTOs +'t2 rc4' • P414 G1.)STow1 7- PS-SO Ell1111111111111 .se goo. 6444w /1° 1=oe< 111111111111111111111M1111111.111 1L KICROS44TCH NMI 1111111 LOT El MIN all im min SEE PLAN MARS 4k CH BAG HOLOEP 0$•1Ge -R5 LOCKERS IraCRT VIDEO 93 94 95 SHELVING SAFE (G+AN c: e CAMBROS RACK TACO RACK P.O.S. SYSTEM OURA-SPAN cu S"Cprs1 CUSTOM CUSTOM TM -20-2 . CUSTOn t8 24"tt 1" 9.'S F3 i -i 100 101 PLATFORM BRAME TS MI ONPF18-241P 2P w 102 104 105 SAUCE PACKETS HOLDER CRESCENT CUTTER CuSTon CRESCENT BAG MOLDER PITA ASS4rrt RACK PATTY HOLDING SCREEN PITA RACK & SHELF 5.S I IIIt G9N c'L 11 • NQT USED TACO !{ PIu OACs 4 C(4 MI MN MEI MI PHS- 4 -L5-5� 1 NMI CUSTOM C:U STc CUSTOM 112 113 114 roitTA4510e-Copm SHS1.4 TOM PLUMBHG NOTES To RR SINK U? FROM FILTERS TEn 010 U2' FROM TAP FOR FUTURE USE r To FLOOR SINK TO ICE HACKS DRINK OISP. COFFEE PIACHNE Picq6g 1161.11H1111 MINIM :NM NUR MI s Hose et SEE INTERIOR ELEVATION "irEIMEMIal Ns NI ma= Der 11- TACO STATION LOUH4T HEATING LAW GRI Ot71.E WHIRL-130K c�4TOM. HATCO GRAH+-1a FUTU R� TAT 116 CCoouNTER WINO Gu STarit U/G RSFRIG FIRE E.ATIAGUI41-4ElZ '118 119 120 IMO Mill II Egglimirmips al - .....o..... 1103115. 111111=1111111111=a11 MITI =111111111111i1e1=111111111111 111111111111111111111111111111111111 011 11"11M111111110 rilizi ...II NE.1...... .. .......... - ..- ,,,,„„ IIIIIIIIIIIIIIIIIIIIIIIIIIIIM ITN al NI 111111111 eallEN IIII II , 111111111.111,11111111111111111 111111111=111111111 MIN= lEll 111111261111111arl111111 111111111111111M1111111111101111111111111111111111111111111 al eEvEF.A PIS UCR -Z7 (1)400,C (1) 2A1o0C 1'20 0.35 O•7 .191 TS' IA ME �n 122 123 _5741VS Coco A F 1 / f RO' lL7E ' /NSTA41.. (401z. FM/ CON 7rZ.4GTOR $ : ,r 1r � GENEIPAL. tvN IAA G Moo¢ /iv STA 4-L.1 c : G :ENe,g0o . coNmAcrott"L PRdv1De fr /NS 7"ALt. 1I1HI111111!11 I 1.( 111'1j1 2 Ili 11111!' I' Ijl 3 11 iii 111 ! 1 4 I I I I'It 7!1 III (111 lfi I 'H LI 9 I;H' ! Ili!l!!'.II�i„1!':,1I •Hi1111!(iiMilli1! 11,1011!II!! {1�1111(Ii11 !hi11'II HI! 1111,111 I.11W filly I 1H1111111!11 !IH1!!!! 7, ,vi)li1 CITY OF TuKwILA BUILDING D DRAWN BY: fi3 BUILDING TYPE: MARK 7A -S ISSUE DATE OB NUMBER DE% 0 LL SAN DIEGO, CA 92123 9330 BALBOA A 'ENUE SEP4 105060 AIR c raTA(-J 1 - ` r 4.5 we.w ctov$14Il4& rt�ol� eotiM op ►*ooP -Co G 0(5E. suPERSTK•uc-rLR -E e- SHFt.F 4o.tTK4t. i ittg (PUT.) t . 1 H CD. "H DRw R. 81 tit' boK�5 a oPEr- --U PL; 5.-; ,lt2 PISP. ,) 11 T C R AREA F. UT G • 12- 11: ¢ 24 ..34 PLAT F 112 Dt SP. • GRIo;'(e Hoof eYOra C'' ! %uPERSTrzoc.. 69.r. 51 t7G,. Et,�GT Pr-4 X )4" " r • GRT PFtoo. BIN wt P � a { t rr-- -I ufc pec, t - WV O SP . / fo 71,7111141{1 26- P1<zovu4 . 2114 ,400 ;1/4_7 {,q. :.T VCI< TIMER t-• - A - l v nave - -twRiJ I� ' .1 • _ fsi WINOow 0 MA44. CUP Pt . DD 7 li mate. GtrieR 14440 : N • Ptitk RACK WeLF It4o r i ( wARM wp. P ` CoUr4Ttr cokmaf$D5 :RACK. 5.5 GLA5HrN6 Gf&ivpt.+E 5Tp 4D 13 rvJ • +6tM oG +4000 lo Tor OF 6 A S t% 1 ONE -WAY 11 MIRROR WIMC7pw - ti/c- RAF ikt uu4T t chvloeleS rr � / 1 h,R; t.4 E DRGr IrL 6c.F QR+O.WINGS c To 1Temit MMGP 'W Pu.ot). 6141 .T1 . t J r atOrt'Go � ---- -� -1 REMoV . CouN r=e r'ggN co (J) 111 i WORK TAgI.. 0 OC 0 z • r n TAE Coompo% •404..64x. 3• wivAle.MF�R5 FUT. U/G FRS 087 1 Hoot r — — --►— FRYef46. TIMe42.4 E+7)2 b0 gRtpt Vrgo►v4R6 4ITI�ITY P .444t4 iofo.a . '0' 3'_4» 45 coos PROM' NSA SO M r 1 1 S -rAiI O N® F*YE4&' j Hoop PO■fQ. Got-. TOPA', 1 -co" I3 4411 Time g5 et6' fb4-4642. Cos 007 To wo$44 TA.bt 14464A rrE.M 2 i 5.4 t:44444-4G 1 (4i iH II11,11■11111111i!!II Hill Ij l l il i I l � l l�! i l 1_ i I .1 11 ;i!itI11111111I1,11. H11�11I111111 I,lillli,!11;,�� I�I,,�i MERV .N t7e ��GTION pitm. j?'ET',c+1 L Vs" t'. d S ;:. I 11 : 1987 BUILDING DEEP!'.' _FieV 144 ON4 7.1-SG 6. 42.64 it -II.5G 8G .0-� q) (I) (1. 5- 10 cr z Q 0 0 11.1 0 1 Lit 1-- z 0 1* a co 2 m 0 BUILDING TYPE: `MARK 7A -S ISSUE DATE: 5-28-86 REVISIONS SAN DIEGO, CA 92123 9330 BALBOA AVENUE K -3 eara.44 6 DW,. SEP 4 M7 0 0 14: ri _t 1 4 11 4 V- 0 qui=-F-12.'( wfavico., ritucr v4/to 4 31-o" r i 4 f • ,••• Ftvrelx9 +6,1-4d Me pp opP. SAM. 'o '$ 5.5. FIN, DM. 5,4p04 et? Sur2P4c.6 6/7 v. 1 -0 1 0.4 041tifeR tti 16:uot.-KP'5) ■■■■ ■■■• e,Q. srofr,ces —.4 0.5 Ft."4 1416 T-eP ere. 4— wootgls IteAr-E (yiP.) et-teawl P404416,60. cvrernal. rem. . /241:66P MINC3 CAOINeir ■ Arguier owas fit-a OFF IC E. •FF-4"0r, L•Aot•i carr va.rzIP y vq/ Ape.* vr'L.- 00.AM tN 6S 11111111 1 1 1 1 1 i I I 1 1 1 1 11 1 ...._ tI c i HI IHI !Willi I 7 !!!! T ' 3 11111111111 111 4 1 6 8 I IL, 9 i MI W11111111111 HIM HOU!! 1 I 1 1 f.0.4 CPO. 1 1 1 Li 1j1 1 I 0 No C g jui)I 1.111.1111 1111 MI 11110 L . FN. OM. INT ei2-1014 Or40.40000 01JP-FAC64 ATTIC 5ro■ce. V. 103 . ce,o1.41?-, vp.FLAY -Tot. 644.Y. w•i PAESI-eft. 40'-p 1 / i'21 •t% 411r.pic-r t ros ;SK,241111Priall1111111111111111111.11111111111111.4.1 15113.11, •11. FOR PIT • PIM 5eZ FLO. fc."4.1 RECEttir.D, crr OF TUKWILA SEP 4: 1987 DEpr: KITCHEN ECkUIPM, 5.L.EN,NTIONS ALL. Oe.1.60 LS I/2? 0" SCALE 0 Ln ISSUE DATE: OB NUMBER: SEP 4 1981 i 4 a r1- to" 4ePA4o .PizoDuC.1- arr4 710 1 . s .s isuoire/z• 1 a" yF.1y 1.4)CATIor4 10 ckeek. pes (Nflrora, 2- ) ‘,4 ' ... oft I r - ---T T ''''' '''' -. .1... .... ... .-4 •:- .... .... ...1 16 ga,g) 6.5 ar- ivroer2,6 se - • l'-01/Q; ; 01$ t - .D• /4" - -1-g , -- 48*. r) 1; r - 4 .(3 ." J. 14ns 14s's Remov. r,+.1 tb aP, .44 .11".P4444 rt)opwarzig. V4" SeAliCkNT 1ai.144711Z 7Ar4 N Tor or c000f&g. • geteto•t. pro.4046 (-6..5.,5 irs"toriG 17.°$ 18" Pero. r),9,14 {WI A4 pe.42. ?Aro; .9-ov,..‘e,r, _ To 14 ¶Co L.0t41 p. Noet.4.) ‘160- a- 1 v . 5'/2:1$ t Acv5 RAC-i< - (-rye GoP 5) J. oopc r c-ftume, PR.Awerz Hoo0 05/e). 4.6.y40 pe40, PAr4 _ - ------------1 L.- PLAN v 5w 18 GA Gtgott) r4-4 A 1 A t, • f C. e• N.T.S _ N.9e...Hwe 1 I ---.J.D.Opt. veorm4c, 1 , PeNNI 1 1 1 1712-eAqi (2-e/C7 1 r)1.4 I 0 tikr/Gt...6 SVP H16 LA.,MG5 GRAM-42. (Tem vire rtoted6 e•pq o" getvlOvtx.E5I,E CUP DI5P In-4 P5-3 CoPpe,e Pi2AWE-42. 0 p4 POW•eft ViiiTh VI itS14000 A 4.4 C406U12-6 SC-TioN eiNse Ctke. J_ -u r i51/1."tt PLAN VIEW ve 0 Set P 4..i.111111MM■4011■16...J Li OPEN Jr TACO 5,TATI ON co II 11 [Ed 3I/2." —t-t-- \ 51) 0 unt e7F-TIor•I F 0 LD1 NG CPN51 N E IT EM ® scAL.e. Itzt 11-0" u. 1•4 0 5637 ec-ri 0 N Cd). 1HKI.3 TAG° grAstrem4 . r'TEM 1 1 1 11 1 11 1 1 111 1 1 1 11 11 1111 2 11 1 11 11 1 ki 1 11 8 1111 1111 L 19 1 1 4 1 11 11111111111 111 i 11111i 111 ' 1 6 \018 Si it f: lw.) 11;11111 11111111 1111 1111111111111111111 11111111! tt6MOst. TP140 LJ 4:47F_PI c—tirtirFUNI.I4..ttr•Ideft4) ;IL.,-raiz- st...\//46\7 1 ON TACO STATIONS 'PRYEAS 4rpt$ riz-%1. 6114 1 \1- 5V--T1 oe4 IzetolOvi>031.4 Pr-046H r•l 1 , idor-i ■lia P'r 17IM, DRAWN BY: t 12.6 lze-MOWN.e•L'e. TPie"..b VroeT atJ -Peove PIL-Taia spiNce ve..p4Fy 'ecmoN PRYERS 1111.1%.4 REVISIONS 1-1-8G -% • 80 10-'2-1-e4 Ft ECEIVED CITY OF TUKWILA 1987 BUILDING DEM a 1%i icC cc BUILDING TYPE: FSODMAKER, INC. 9330 BALBOA AV'cNUE SAN DIEGO, CA 92123 rti4 1c1/17 99105 tx:. see 61.E4 ottwi�5 • c3 #i OR BL4 44 u L-)",42;3,1‘/ K ('/ 1' V /t," -- • �►a n. 1 Ijkeze5.$ieyi,6 _J. f,)„ P vi em (Fut) TOiNSTeEts TAG1,�s J Fo OrANA RMERs FRYERS SIDE FOOVwMR .FODDw4•RM0¢i w.1. 65 51PE, GpuW S 010E DRAWN BY: 1- 0 w e ,5ecup..so TO 4, sei I'5 id cc 4 2 FizeNT5 :i12. 61M pREW IREtP PoWe.R COLL)MN ALL, GIiz at) I'M ate Dent CATER OIRc:u►'TS ITEM ,_d it z 0 1 • • w o cr z 0 ort4 Kft- 9L,.gr1c. cAt4e4ACS (4 "w6) ONE Vb Size Two 1/6 Size. 11 �V /41 wP a r-sxop4T _ --o$1.#44.24,6 () 5 %oEs tjIe v uc • Nar 1 C Rev 1510N5 (i -1 1.. tQ w e, . I 2 -64, AMY Pi- 1O- X56 2 REOUVIED 12- •11 -$6 : A -p1 -!Z1- V.i , r s» . FOODMAKER, INC. 9330 BALBOA AVENUE SAN DIEGO, CA 92123 10 60.1 5,4 6R.4%►444ET', t 1/ s /164ep » 4coopt eotxi to c.441µ4 1..� OM E.TR4.0 Pc T Le c f2 M . 'HE•t.F KEMOvA6La TEA DISPe-tN4 Seg. SHELF O ITEM �3 111Iji'ijl :t 1 ill f.[ 1111"11111111111111111,1 ZI 11111111 1 1 9 1111 1 1111 O1 (� 11111111111111 1 111 8 1111 1 111 ijljij 11111111111111111 087 nECE1' +,OFD CITY OFT min A SEP 1987 ethWIINO DE,/ Z uu if I 1111 Illi1H1111111 SEP 4 199' • 99105 • tr 0 5087 d/41), 1.41/1 ye, scxr� �N+3aoS t4 ►. togAAME ow) ar el 1• 11 yy 4" i I DR NNE - Tr+f-L► 3.4c: +(.am ec.rs P.) SECTION 160 6^ • eNoC4‘• {aM ©VASLE +:M I3P.w 5 PACK N.T.5 ITEM V) a C) N T CJ� 0 c� 0 z ›- < w 1.40 z C 0 co 0 LI LLrn ISSUE DATE; G -5 -86 co 1 ti ce w 0 z 0 Ner r RECEIVED crr of TU)(w LA SE; +. 1987 BUILDING CEPY• K me 7 X1111 I 1111 II !1 .111 111 111 111 ill. zit_. 1111 1 1111 1111 1111 111 111 111111 2 ()IT illllli!��Illi II`1,1111 (i 1111 , 1111 3 1111111111 8 • 1. 111111111 1111 111 4. IIII1I!i 11111fL 1 11 1 1 j1 91 1 1 1 f.1 I 1' 1: � !w) i !Hili!!! I111�1111'!11 iil! 111;1 ?;� lill�'lll StP4 1987 9 105060 �.S FLP.514ING }yyy ie T� \ ' Fo• e-E. of GOUN'TER. \N r = I -v w R 4. Y 1'15.5 u (-1-re.) ) 9 ca I A i MoNAOS.e ufPE4. SN�iLF 5427.r11 la, Ga c++A$Ne4, -- r'% ,._ _. r 1 X-4" lC: - .t ;/ ( 3Ip� '/3 ( %;p5 I.a H I k;..��. _ ICY Pl �ls lox Ii+ 1G GA Fftotme GROOtt. 5100.w044. FOpv wprKfSF,{r r �._ 1' - - -fir 1 /WPM 0czs ?PrGOUr1TER. F{..1444 51,L ►SN REMOVscbt.e 4455116 FRAME 4 10 D :o1w- . .4 36:I u 1'• 1_4,11 1" r hol II • I' -c7a I "x 14 GA, 41 (Dm) GRI n17uE SECTION 17Z' = I'- O+ SECT I Ohl 60g7 15OMe-T¢ LC N.T.S ei:4i1 N. T. 5 TuoiNG FRAM }E 1 SUPERSTRUGTuRE 4CoN1PMENT SHLdF :ITEM PLN VIEW 192%1_0 _v 1© 1.O } V$51bN a -12 -S6 r2- t9-8s: RECENFD Crrr of TUKWILA 4: 1987 BUILDING DEFT.' c7 N .. z Q I1 w 1.z ca 0 a z Q w LZ � w 0 O co 0 Q m LL ISSUE DATE: REGIEREA ARIITE 5 AICiO.FREIHEIT =1!901 Or I4.4.4.wiult 4 a3 0 111 1 1I11IIIj1I111 2 f: 1 71T 1 I 0 111111111 11111111! W1111111111 1 6 IIK 111111111 !1.111111Iiiiil 111111 1111111 9 a H 1111111 I l i! 1111 11!1 I NT 11111 11111 IIIIIIII1111I1 1111 I!!i�lllll!!!! 1111 (3 E.s PG tt 134 -44 1 SEP4 1t CJ Z FR' f3A HOW,ER N.T. S ITem c(55"7 C -OURTee fyeA4 ANT CZT PRINK a(9 18 Rat -A. 5'5 5uPCbR T z 0" PI P. oeTAI L. SIRE SUPPOR.TaCI 8r'f P INN Ai'e. CA•INET pP..MOVArGt •COVE,I Aau ST. t.EG3 cup DISPENSER UNr e . FRONT cauN"rr -R. I TE.M C.p%f- 41`1 SAG Hots R N.T.$ ITEM 21_x; 5.S COUNTE-R. t- tor24,‘,10E 't- `Iwe6D, STUOS op. E.ouc'd Fog. 13A' CK "G COUNTER bus -o" ITEM 'GUp -...lam To COUNTS¢ 'Alt' t' /2 "w t' /2u w ws5 .t 4 COM t,oc,..? ION see tK'retIoR CAA PPLIC,D+t;3i.I✓ ONL 1' wµ INDICAMO - f3R CK T 5087 1 J t S l ot% ,b-t1-8C• 11- It•814 MiSC6L VF `Ne0M5 K %1rce LY`F ' 11 DVT,(L S RECE1 Y ED (CITY OF TUKINILA SE? '+ 1987 BUILDING DEPT: 311 N l9 ISSUE DATE: MARK . a'A S BUILDING TYPE: c) ort IUD M N CNi Q) U O C9 w 0 Z 9330 BALBOA AVENUE 4 1 I ill 1 6i 1:1.1 l'! 1' II !111�ii! 111 I1III1(1 lll 7, i I 11111 ►1111111 1111 0 1111 1 j11111111 1 11 �1111111 111111111 fi 1111 111111111 1111 G 1111 ICI 1(1 4 1j1I1 1 1 9 U 111111111111!1 1111, • wJ I{Ilillll�llll Sri? co Vim •••■■••, • • •tc w 0 ct 0 u. 0: 0 . re ••Th L.Or To 1 •••144* r **AP - err 4 To ufP00 Soret,.0. 70:11•4 6 iQuxf.G. Cf":4 C;In • cwwwifr, le)11-0- ci" I• t '1 ) S1P€•• uP 2/4,0E • (7°,004 alNOZ.i.■1".‘a iT:. ti. ■ 4••••■• •••••*A.S• Cr !ri !SovNe.-rgic., • • ' • 14 SeCriort MARK Mel C) RE VISeD WAcil-c• UP-10.44fir 25%1. II '• • t S. 1 11q 1111111 111 11.1 2 I 11 I:1 7,11 1,1 0 111111H111111111,1111111111111111111111111111 1111 111111111 1 6 M14,11111 111 1111 L • • • .14 pita,./04,91Nsgs.44.0es 10"repktopts oval r-441r="(::PNvi 1444-1—aor. r-Lasidoir. e rizipazeff- A44-raim L 7--VelrATT11.449g ;ILE:7 e4"11.1"1- m4- 1 _10110-11elasfr .rrs;24 11/44.4/ 4vr- w. 1. TiLO Mcs. sr& 40 _tzEvenutwer- a$a..4c• Retft)1111ArCt_— •MINIONOMP vrifizr,p. .e fr-frosaprog. •••••■•• 6E4 kart • SCALE; r7o4 1111 SCALF! r r FLeigze-e$42. eaelfr44:44. itJ Oemepp:. KITC+46.14 • • SCALE:_r-r r-of • kioall. A.01•41114-0 iPaiese•p• 05r4iiceer -______ "PlIr-EL.17 /7-.-- . - IIGATeR WI fr-e- Matlita0M mmmill 0 DSCALE: V FREEZER DEPRESSION DETAILS Class 1 foamed-in-place urethane insulation ihall be used in 2-pound density with a 'WI factor rating of .12. The insulation should be rated as self-extinguishing and fire retardant type with a flame spread of 25 as per ASTN-E 84 designatiOne The insulation must remain stable at a temperature range at - 60 degrees Fahrenheit to 150.degrees Fahrenheit. Heater system shall be approved by Uhderwriter Laboratories, Inc. and carry their label of approval. An NSF approved sponge rubber gasket shall be mounted on top and two sides of doors With a positive type latch. ' 51 H " 6 No.la — w)f HInlifi 11111111111111H 1111 IHWHI • •1 SCALE: 1 V-0' vi5tot4 ..... 4 9 le• -8c. 124-11 .86 1FIECEM-1) c1TY OF TUKWILA r) it 1987 BUILDING DEPT. mt6cet.t,ANeou5 KiTcH.......gguiP DETAILS DRAWN BY: t"-- is; cr 2 z tx) 0 • 4 .4. liEG.ISTERE7 AReHITACT • SEP 4 19874: 0 t 1 G8 5/4" i PLAN IxemovA84..e, t-'44041.4 t•1 do. •• (65.-) 5f1.,A41-4 a4Pri10 rrem (D■ a.1( 6/oppy). PP-6,v4e-g4 ifiz7.42.(oF5-2-s4)11 itit404. 5t.4 vie 1 (16) 1 — — 0 0 u. z 0 0 LL. &.,81/2u c-t4C SIALIT DfMt4 •••■•••• 11=1:1=11 I 00 14thriot,e4 6R3C.MI.a 41.04-47 1,-EVANT I 0N4 4"4 o cAs-TE Ft-5 1511/%14ES 3/4" s-- tyriorr paAwSiti, ITEM (13) ft Zn4ovAt3t,.e. Ora FoweAS 3e)" t.ot-ccs k TOY cc. tAPOt "1-14 A KIPP1.4 ) 41 a -c4t 4 Hoot, meckri.. pm-AA/41(4GS 1 Izemovp‘sK,e SPIA44+4-4 rr I' I • I: 1 vr pui,„4„y wet.oal, tur, rusr-fieo 012- LoUvegeo' etei. Fop. vet41%Amot4 (5 DRAWN ISSUE DATE RICHARD 0. FREIIIEIT STATE •i WklettUN 1 U/c F7-4 vItAwEEF*-6 •412. OTOP 2" tocit4c. 2 rtAce6 VER. I PY tzlOCAAT tc,t4 6.64 EAXG OIZOSP• TO FlernACe- eNefeAtot■ 3/14`,,,4, rt,twr 6441. •14.5, f24# re torrovi 5UPPORT 1 11 ffuhme Fi..0.1 ISAR FLOPIP It) 51.)PftMaT riZfite/.eFt (1012401' C4t4) S E CT I 01.1.J.® z 0 1xes1 1 C. 112 -11 86 MOvA5L.C,•, aRicnnz. 5-rANNO FiECENFD crry OF TUKWILA S i) 4: 1987 II unman owl? • IV 1 1 1 11 11 1 I 1 1 11 0 1111 1 111111111 6 1111 1111 8 1111 INT III Ili_ Ili 'Ili INT 4 5 16 11.1 19 119 [V It: 1(1;) 11111::!! SEP 4 1987 P'VfS/QN PATeS •1 /440 -117 Avoota R0.5 VS. pig► mow tvsr. Y J4 C mot 051 Sae i1D jail 14111.5- I O? rolite:fg.01S 1060•0 G.0 e« ruru RR MuS►G srirEr4 G.O Z° 3�y Fox ComwevrioN TO 'L RFC -P'r e70 0tisie coo. 1Ret.4 .0 ITEM lir 4 o 14OWIN4/, Cm§. 1TeM 35 vac 4 is" 1."6:11""pli +01241 G. O Hata. G.O CO -1119E.0 GXTIOU eef-r MAC. solo.: if e*(o Ti M ctr Te41 5 4r A -4- IctM +Gel 451. Al,pri +1 Pgo J •4 564. MOM 11r 30 6441 E -44 G.o ,a1K..eUTTOIJ $1046 (.AMPS +►2" 1; ■- G.R. • 4GG +744 +3011 +is roNY G.0 11 ( A m& • PRovtrt-.rtua ROL Ace'. Ofo 4 wbWe.xic . 1 q 2 eide,14144 - . p- at 6 IN ATTIC .r� l J w a1 1 IDI'° • 7'2 'IN DRINK O(SP 6.0 IJJG ptla Fut i wltpe muNiditt Peosict6 ?4,36-1,4 .._.. _ _ _.. . x > WO 6 KIM 09,4 vocr aN Mem ta.O We Root. rrem �1 %LADE IN16C.. SYM1 4NAL4, DU?t#64 it . 't � -€3"' w- Sir4a tie TwI &V. LOrGK tteeop.044,g 11 h N If OPECJA1, PURIoSe' KeceprozLe WM. JUNCTION 00% CI.G 'I ft Ad %>- Q►LEvcT J -Bo. : .-. wPal.ti P14:N E otrfVel. U Z c) r- N O) U O C3 w 3 z Cr: a LIU Ci *.g 01. . . 0 8 rn . H,1/410) 0, 3 +1'2" c,',*DISP 6.6 4I Ni- CO • Leqfreopperottj V1/4/.1 P 1,N.I.C. UPTbArn� s 11MeRS 1.41t1.01410- AE C.O. +84 +84, 4,-igr +48 ♦3G 2 +24" tiouttf+46" aR .• 04 41 1, +18" +Ne. 1st 6 ��I e '.T. W000 woo* 4470 +i1TCH Fee r eof 6 - e.1,Isc. SWIGS FOR AIM) �.4:A -T' J. t .. T3 .e 4-1241+ eo", +toim ftoove sac. 404 We Md. z Iu WAN? GoUPer C VI 111111111 1111111 ?,I TI 1111 111! 111111111 1111141111 1111 - 8 1111 11111111! 1, 1111 1111 11 4 !!1 6 V C 17, I 1 II11 1111 Him! 1111 II I I I III'l 11i111111l .LE.CT'R I cfr• L. 5TU OU-r PLAN PL:.frN -1NGWPIN6: - pMvl�sL •1 • .L.M. `' ► (sccPT '►1_A4`f1G .1121tar.oa /RECEIVED CITY UP TUKvAM A S;.' 4: 1987 BUILDING DDT: J•SOK,SOL INT E -G SEP 4 198 4" Fti.i•U4G -� 84" Lowe ma, 4i. IC4 1.14024.4 3 Cot 4P,R*A .. FAUGET Ii •'at4 °G.w + IS . 2'' W . +-1.2." N4' 4.t J .4-45" 0 atAirwri 064 To SYP140 IZ+�tK. 4 a� Ot.-st6 IN 114,5 WON, 0 00000 11, a1 V� 4. n efeL4 Hal 61,604.5 w 1.1c0 yatt F I l.Tf.RE4 y "N.►8 \ '/i cw. _ 1161" 0 FUT. 015d4w . 106 MAL41'. 0 M.T. to ice- mke..H. ITEM Ta coGGf. M.i4. ITE,t�'1 rizef 40-414. ro•oceie • \. 344 Pvc St. evE 5 1-4Dcc7 (pur. ►N ATTIC ) I'p'P &AS 1 r1 r • a Pow 41.4)," 41n." SerrOt4 \\ t•OrsitE rowe.0 - \' 2' -c 'I�t..10 is •T. 5 er •01 4. I6 ripe. Skout.o 19$ - J IN51.o44.02 MAIM. PAWS (v fut=Y ) '_. St .. 1 %/z" 3,? Pow tit cA . rr CiA4 ififaOe Secs • Iy 6c 1 FIOOR 4tt414 (*.MP' ) .W Ms Pte 1 to 1 co w 1%vt.t: -- cov 0 cc • la I GRILL 3/4' ST $ F_ =it= ___ 1 G uu. gcfeeur Q ti L.. S*1 _ ... 11. III a III- I G. 4- q'. I I • "4. - - y p.00 R rgathre4 1t/2M4 6t" IN WAl.4 0 z." 12'• It tra wA I { I 1 ti —i e+ t 40.1r44:4-. �.. v/ I U 0444 1 Puu. •o ' +t9. Co+PfoM rtoA 4%04" 1.4+4es run co. O TO 4 4P4 .e Mate• 44 Sr. n SIT - 4 �It Eel OV PR-le-126 1545t✓14 v A1-1.- .T. U Z LLJ a FI m z a o, LL se cc I BUILDING TE: SAN DIEGO, CA 92123 uJ J A 1.4/4140.4i.# s+ 4+�i x . 1441/4,4)..4.6,46 _ 41 J�1$C.oNN .. 'i 1 1 its a+►(wss.) PLUMS1 N sTu - ouT PLIAN K fl e NfL,AN • GAs • S'YNUPS 1.0- 54.46YES RECEIVED CITY OF TUI0 a A 19S7 BUILDING DEPT. c, 1 1 I I 1 I I i1IIIIIIIii 1 ' III i:11 I1!Ifil;!II'f1I'!11,11' 1! lII I I X 11111!111 2 ICI lil L.L�II iIIj1 11111.1111.1W 111!I11 1111 1111 11111 1111 1111 i�lll�lll'I 'Ii WIT No. a it, I; Z w� I Illi Illljllil 1111 I!I! �1�:1 liili`II1 F.F SEP4 1987 100242 • ••• 0 • Gonc,. extruded curb 2 4 P1)5T INE4--- 2u 1/13(- 1 E�� A.G. '0', �� 4� A99 Pxa4,, TyPIcal Favernert C *ice 111 -I1fAn ,o. °can mh rim 75 4.1 le Ib.'11 (N) it 1(.57 (W) le 10.37 (3) SILT I" ._kIGE. DE.TI1L No SC .LE r power -- 1 vault I 1-- -• - -J rpower _ 7 1 'i&Itt weier P+h \In j.:t0,7 1s71 mtr0{e})m x 0 I- h -1 x X -x 1 of gravel flit t'ro obezi it.' P I L Li 5 O`A (_Sy Othe/s) l?7- 42.11. Ti& 24.40 , 5he.t1U Oveq4lo.14_ Tee. info er -161., 121 Drain rift F eld Yev..Fy ioal i crk E lent o't Ga klat Mow Sed +rn d rif 1 5-Mee Pro :in Ppe. Or P114 0-xIL 111 t'oay w5at�er U tc Pa•• OthtrSS c G, -L Gr = M',00 ?\ S rt e- (y'yP- Sec t; 1"o.;1 Sai+.5Nr, 6y O hers •gin .2ra.0 1 . 11•10 (k) 1:!~.= i-1.ry) (Gxo [Oi slgna f contFal I °r"„r I Iti ?4W res.avatton 6' 21 1- 4t 11' c./�il1CYs�� s_-- • S8\ CC O u. Z 0 Pro ors wed . STI.v.rJe.( SO r roveme is 06 /5% EJII 0,1 $: I! !ill 1111111 11 ' i '2 l 1,11 IL; 18 1 14 Ali n H, I illi�jlli� HI II I I.; !'yet -_ L Gr ° 2-4.0o /7_16 i.E-.. 12.o0 (61 -t ) C. ek COM N cT joM DOW L NQ Scale, • on mn rim 1b 19 / to 19.0'1 (N)(w) le $ .8°I if") a GENERAL NOTES Vic t..! tor-t MAP LEGEND w‘tsw Da. No ScAL4 EXISTING SANITARY SEWER LINT= EXISTING STORM DRAINAGE EXISTING WATER LINE NEW CATCH BASIN NEW CONCRETE NEW ASPHALT TOP OF CURBS FINISH GRADE EXISTING GRADE DIRECTION OF SLOPE 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS AND THE LATEST EDITION OF THE APWA STANDARDS AND SPECIFICATIONS. 2. LOCATIONS SHOWN NSCSHIWNS E OF EXISTING TNG UTILITIES t1AREGAAPPROXIMATE. SUCH. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS. 4. BENCHMARK IS CITY OF RENTON BENCHMARK #909 RAILROAD SPIKE 1.0 UP WEST FACE POWER POLE AT THE SOUTHWEST CORNER OF BUILDING RECEIV!NG AREA OF CELLO BAG COMPANY ON WEST VALLEY HIGHWAY - ELEVATION = 25.66 SITE BENCHMARK IS RAILROAD SPIKE 0.50 up EAST FACE POWER POLE AT THE EAST SIDE OF WEST VALLE' HIGHWAY NEAR CENTER OF WEST PROPERTY LINE. ELEVATION = 26.61 ALL TOPOGRAPHIC AND BOUNDARY INFORMATION BASED ON ALTA SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. REVISION 1, DATED 7.31.87. 5. STORM SEWER PIPE SHALL BE AS NOTED WITH CLASS "C" BEDDI4G: A. 8" AND 10" SHALL BE ALUM., HELICAL 18 GA. WITH 1 1/2" x 1/4" CORRUGATIONS. B. 12" AND 24" SHALL BE ALUM., HELICAL 16 GA. WITH 2 2/3" x 1/2" CORRUGATIONS. 6. ALL TRENCHES SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY OF ASTM 0-1557. 7. SANITARY SEWER AND WATER MAINS AS SHOUN ARE EXISTING OR DESIGNED BY OTHERS AS NOTED. 8. FILL AREAS SHOULD BE SCARIFIED AND COMPACTED IN 8" LIFTS TO 95X OF MAXIMUM DRY DENSITY PER ASTM TEST 0.1557. 9. 'ASPHALT EXTRUDED CURBS SHALL. SE KING COUNTY STD. DRAWING NO. 9. 10. ALL PAVED AREAS SHALL BE TESTED FOR CORRECT WATER RUNOFF BY FLOODING IN ORDER TO PROVE CORRECT SHAPING OF PAVEMENT. 11. CATCH BASINS SHALL BE APWA TYPE l AND TYPE 11. 12. STORM WATER DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAVING UNLESS OTHERWISE APPROVED. 13. ALL ROOF DRAINS MUST BE CONNECTED TO STORM GRAIN DETENTION SYSTEM. r 4 � 6D87 8 7 (L- UI);1 I i i DAVID EvAns tang AMo0IPiM, lex. 301 116TH AVN't,, aE. (3E1..! EAX. : YUTX.100 96004 106 4S5 M71 GRADING PLAN A PORTION OF GOVT. LOT 11 IN THE NE 1/4 OF THE NW 1/4 OF SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M. CITY OF TUKWILA, WASHINGTON. OF _OI it NAM M II .( L I 11' DESKl1 Offli 41/14/61 mew CAM. FILE_.._ _ .!__.._..__. _ .(.NECKED g_ ..L_ _. NQte. -i N I" ='' It:: /RECEIVED cmr OF TUKWILA L- 0 1887 WILL S i 03 cr z 0 ISSUE DATE BUILDING TYPE: OB NUMBER ci w 0 um. O O 9330 BALBOA AVENUE