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HomeMy WebLinkAboutPermit 0136-M - Southcenter Mall - McDonald'sCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - BUILDING PERMIT Work to be done HVAC Site Address Building Use Property Owner Address Contractor Address PERMIT # iii 56" -ill Control # 89 -013 -M 1080 SOUTHCENTER MALL N/A JACOBS VISCON_SI JACOBS 254 5 CENTER RIDGE ROAD Suite # Tenant M('nnNAl ns (REMOTE STORArF_ ) Assessors Account # Nip Phone +t Z i( 206 ) 644 -40On Phone # p 98006 Zi 828 -4444 Li FVF1 AND, OH FOR BUILDING PERMIT ONLY APPROVED FOR ISSUANCE BY: S q • Ft. Office Storage/ e Warehou s Retail Other Occ. Load 1st F1. ' 2nd Fi. 3rd Fl. _ Total Fire Protection: ❑ Sprinklers [] Detectors Zoning Type of Construction Special Conditions rAte DATE :A2�y Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # ?a' Receipt # Receipt # Receipt # Receipt # Receipt # ti $ armit 1=111.167=. $ 55.63 44.50 11.4it FUR SIGN PERMIT ONLY ❑ Permanent ['Temporary ❑ Single Face ❑ Double Face [] Wall Mounted ❑ Free Standing ❑ 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 15 NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SOSPEN0E0 OR ABANDONEU Fug A PERIOD OF 180 DAYS AT ANY TINE AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CONNECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL 8E COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Date Signed LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER - BUILDER DECLARATION or •y employees, with wages as their sole compensation, will do the work, and the structure is not intended or am mcl ively contracting w th licensed contractor': to construct the project. Date `� " 1 ( 1 1. as owner of the property. offered for sale. ( ) 1, as owner 015 groper Owner (signature) CITY OF TUKWILA l Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /gay BUILDING PERMIT Work to be done HVAC Site Address Building Use Property Owner Address Contractor Address PERMIT # 0/ 3c "YY1 Control # 89 -013 -M 1080 SOUTHCENTER MALL Suite # Tenant_ _MCnnNAtns ogEMnTF ernaarE N/A Assessors Account # Nip JACOBS VISCONSI JACOBS Phone # 25425 CENTER RIDGE ROAD r.1 FVFI AND, 1)14 Zip 644 -400 p 98006 LLOYD_ POWELL #i LOYDPA K1.0 Phone # 82,8 -44J44 737 MARKET SIRFFT imucLum, yik , Zip 98033 FOR BUILDING PERMIT ONLY APPROVED FOR ISSUANCE BY• �y , -r / r,e(' i. , DATE: / j, Sq. Ft. ITETT. Office warehouse Retail Other Occ. Load 2nd Fi. 3rd FT. } Total _ Fire Protection: ❑ Sprinklers ❑ Detectors Zoning Type of Construction Special Conditions L Fees sq. ft. @ sq. ft. @ sq. ft. @ 1st F-1. S 2nd F1. $ other $ sq. ft. @ other $ Total Valuation of Construction S Bldg. Permit Fee Receipt #t 9,Y $ 44.50 Plan Check Fee Receipt # " S 11.1873 Demolition Receipt # $ . Surcharges Receipt #1 S Other Receipt #1 $ Other Receipt #t $ TOTAL $ 55.63 FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary ❑ Single Face ❑ Double Face [J Wall Mounted [J Free Standing El 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 ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK l5 SUSPENDED OR ABANOONtU FUR A PERIOD OF 180 DAYS At ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ ANO EXAMINED THIS APPLICATION AND KNOW THE SAME TO SE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN 02 NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE UR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signed Date LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I M 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 1. as owner of the property, or my employees, with wages as their sole conpanation, will do the work, and the structure offered for sale. ( 1 1, es owner of//��� roper , M scl Ively contracting with licensed Contractor's to construct INC project. — Owner (signature).[' Data' is not intended or A1DYMriIIdSh.W412 R% tVi l"dVISItALti4teDfatlArt e CITY OF TUKWILA Building Division 6200 Southcanter Boulevard Tikw11a, Washinoton.981BB (206)433-1849 Iwv.+wiwnuwucr+a+,...n Type of Inspection Site Address /�J c57C' 5/. Requestor Special Instructions mrv.u.a ..,..,...104Nnzmzv,1414..s 111.70 1tA. 419e Mn1+ y ¢AM.Pt=1kWMalifaNlP?,tAIIVIMAYA tIAVVINdie. INSPECT N RECORD PERMIT # Date � ///e5.?f' Date Wanted /V $,9A .a.m. Project /yJG .4,w/hyi4S 1Yl! Gh� A/ Phone # h?4si.±�pF. Inspection Results /Comments: Inspector Date / /47 CITY Of TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washinotnn 04166 (206)- 433 -1849 MECHANICAL PERMIT APPLICATION CONTROL/ 8 Gl - a 13 "M Site Address . (.41NE% 11/(q /( Suite# Project Name/Tenant � . tCdt ti�e s rxa Valuation of work - � D Zj'-9 Assessors Account # Property Owner 1 `,a%() O 1b5 (%J.S Y7 Tacti - Phon Applicant KIM Address 2. 7 C:'1 .X HC) . - • )(71 IID 1 0/00 &i' /11 Floor# e Cv2 (47 G -4cno - Y� ��-.>OC.� C-'3 Phon Address °(D ?Ana uo�4c0, .41eVU U Zip 9Co Zip Architect /Engineer 1T 4-UV c� fX J /monk/2M) 4' Address a l b k Z - ' . e.F, 1. l .. Z i p C .XO Contractor Sk. 0111001: License# ,;ue' t - •%.�• ; Phne Xz -4}4 Address -Nn POW t %fir +. : tj Pr L', . -. - -f " Zip SitOR,3 Describe work to be done ' .. 1 - �a.�t_I/a .y �r/l'I�t Z. 1IIn . i �- raa��. r► �►J1 Ir , irs sue_ Zorn r■40 .���� ►� Div 4 s ref. , f1., • Ca r y (, Indicate the type of equipment to be insta led, rating /size of equipment, and number of each: TYPE RATING /SIZE --e-tfiaaidepttittra—grad V ri NUMBER 11 n `'ATICki sk 6CU 1 kc 0i [- uipl i d" 5se V -iiMen dta+J 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 1 HAVE THE PROPERTY OWNER' UTHORIZ4TION 0111 DO T IS WORK. j Applicant /Authorized Agent (signature) (print n• e) Contact Person (please print) Date Phone (5 c'-16 OFFICE USE ONLY FEES: Basic Permit Fee (000/322.100) S /500 Unit Fee (000/322.100) 9 .5-0 Plan Check Fee (000/345.830) 11. ) Otner ( / ), RA K N Receipt# 90,24r? Receipt# • Receipt# Receipt# If Date Paid Date Paid Date Paid Date Paid TOTAL (OWES: Ali A • 1U M ■M1AI17t'L11 W111/ 'I/ IFF pprove' or ssuance %4!4 1UP PLNG pprove nitia s 2- ut, °0°I ••■•■••••••••••••••• r OflaNNIIY11. 11•11111.111•18111111.1.111111•111.1.0•3•11.1.10••••• NORDSTROM 71.4P.' 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C4:1 I cs2j 1-875d 512-1e 't7.0.3-t/ MCDONALD'S KITCHEN FC 36 31 MM MIC4AAMMMAMIMM 444, 4.3 • '.11C404;:i REMOTEp$T =Lim_ ..xf,s11,1E -VCR:a :177:‘,7A l029 •••.3 r777-4," to 4. F LTTl :3 •S s r LCIS VON MRO Min lirdN 1514 WO KOMI MOM Mai UMN Mg DESIGN LOADS: ELEVATED STORAGE = 50 PSF MAX. FREEZER/COOLER = 75 PSF SERVICE WT. FLOOR - LIVE LOAD = 75 PSF EARTHQUAKE DESIGN PER UBC - 1985 ZONE 3, Z=0.75, I=1.0 STRUCTURAL STEEL: ASTM A36 fy = 36,000 PSI. fs = 22,000 PSI BOLTS - ASTM A.307, EMBED ANCHOR BOLTE 7" MIN. TUBES: ASTM A500, GRADE B, fy = 46,000 PSI. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. SAWN LUMBER: JOISTS AND MISC. LUMBER: DOUGLAS FIR, LARCH ;1 - fb=1500 PSI 4X POSTS: DOUGLAS FIR, LARCH #2 - fb-1250 PSI ENLARGED KEY PLAN JCPENNEY 1 1 1 1 1 1 1 1 • „ 0 141•••■•1100.1110••• $ CITY OF WWI APPROVED rr • IVI M Eau‘P. CN ET k<02,A ALL SAWN LUMBER, GL BEAMS, AND PLYWOOD USED ON THIS PROJECT SHALL BE FIRE-RETARDEUT TREATED. CONTRACTOR SHALL ALLOCATE SUFFICIENT LEAD TIME TO INSURE AVAILABILITY OF ALL MATERIALS. IF ANY MATERIALS CANNOT BE MADE AVAILABLE, CONTACT ENGINEER IMMEDIATELY. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL NAILS CALLED OUT ON DRAWINGS ARE COMMON WIRE NAILS, UNLESS OTHERWISE NOTED. NAILING NOT CALLED OUT ON DRAWINGS SHALL CONFORM TO UBC TABLE 25-Q. FRAMING HARDWARE CALLED FOR ON PLANS IS BY SIMPSON "STRONG-TIE", OR APPROVED EQUAL. ' • ••••• ••••. '••%'',",;^•••••,- 4. PLYWOOD FLOOR SHEATHING: SHEATHING SHALL BE 3/4" T & G, 43/24, CDX PLYWOOD W/10d NAILS @ 6" 0.C. AT SUPPORTED ENDS AND EDGES AND 10d NAILS @ 12" 0.C. AT INTERMEDIATE SUPPORTS. 5. COLD-FORMED STEEL FRAMING: ALL COLD-FORMED JOISTS, STUDS AND ACCESSORIES SHALL BE GALVANIZED (G60). 16 GAUGE AND HEAVIER SHALL CONFORM TO ASTM A446, GRADE D, FY MIN. = 50 KSI. 18 GAUGE AND LIGHTER SHALL CONFORM TO ASTM A446, GRADE A, FY MIN. = 33 KSI. MEMBERS CALLED FOR ON PLANS ARE BY INRYCO/MILCOR. EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED. PROVIDE BRIDGING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION AND DTL 7/S2. ALL COLD FORMED STEEL FRAMING SHALL CONFORM TO THE AISI "SPECIFICATION FOR THE DESIGN OP COLD-FORMED STEEL STRUCTURAL STEEL". ARCHITECTURAL ;111110:1111•11.2•11M1•11111•11•01 GENERAL NOTES Al NEW FLOOR PLAN & FINISH SCHEDULE A2 STOREFRONT ELEVATION & INTERIOR ELEVATIONS AS SECTION & DETAILS A4 SECTION & DETAILS A5 INTERIOR ELEVATIONS & DETAILS AS DUCT ENCLOSURE DETAILS A7 DUCT ENCLOSURE DETAILS AS REFLECTED CEILING PLAN A9 REMOTE STORAGE PLAN & DETAILS STRUCTURAL S 1 FOUNDATION PLAN S2 STRUCTURAL DETAILS S3 STRUCTURAL DETAILS MECHANICAL Mi GENERAL NOTES M2 SCHEDULES & DETAILS M3 HVAC ROOF PLAN M4 HVAC FLOOR PLAN M5 SECTIONS M6 MANIFOLD EXHAUST WIRING DIAGRAM M7 EXHAUST DUCT PLAN & CALCULATIONS E l E2 E3 E4 E5 E6 E7 P 1 P2 P3 P4 ELECTRICAL GENERAL NOTES & SCHEDULES POWER PLAN LIGHTING PLAN REMOTE STORAGE/POWER LIGHTING PLAN SECURITY SMOKE DETECTOR DETAILS ELECTRICAL ONE-LINE DIAGRAM PANEL SCHEDULE PLUMBING PLUMBING NOTES. LEGEND & 1 I ET '0%, II %,11. BELOW FLOOR PLUMBING PLAN ABOVE FLOOR PLUMBING PLAN PLUMBING DIAGRAMS & DETAILS .. • • .... 1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES. 2. VERIFY ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS ON THE JOB. 3. CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR PIPING, CONDUITS, EQUIPMENT AND SHALL VERIFY SIZE AND LOCATION OF OPENINGS THPU SLABS AND WALLS WITH OTHER TRADES. CONTRACTOR SHALL PROVIDE ACCESS DOORS, TU72RINN, CNRBS ANCHORS, INSERTS, ROUGH BUCKS AND BACKING FOR SUREACE MOUNTED ITEMS. 4. CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT FURNISHED BY HIMSELF OR BY OTHERS. 5. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 6. REPETITIVE FEATURES ARE DRAWN ONLY ONCE AND SHALL £E COMPLETELY PROVIDED AS IF DRAWN IN FULL. 7. WOOD FRAMING MEMBERS ARE DETAILED 1-1/2" NET BY 3- 1/2", 5-1/", ETC. 8. CONTRACTOR SHAEL BE RESPONSIBLE FOR ALL PERMITS REQUIRED FOR EXECUTION OF ALL WORK. 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. IF CONFLICTS EXIST, CONTACT THE CONSTRUCTION ENGINEER FOR CLARIFICATIONS. 10. CONTRACTOR SHALE Ti-KE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 13. CAULK, TAPE AND SEAL ALL INTERIOR AND EXTERIOR WALLS, INCLUDING MECHANICAL AND ELECTRICAL PENETRATIONS, AS DETAILED AND AS REQUIRED TO PROVIDE A SOUNDPROOF, WATERPROOF ENCLOSURE. 14 .\ ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CO DITION AT ALL T 1 ME S CIA mon5F....1Q, R/IP2 e. LaitDicfp 154 TEjI1 EXPENNE; 15. AVOID ANY INTERFERENCE Wrin SLEEVES, STUBS, AND FLOOR OPENINGS WHEN PLACING STEEL. IF CONFLICT OCCURS NOTIFY MCDONALD'S CONSTRUCTION ENGINEER. 16. SEE KITCHEN ROUGH-IN PLANS FOR LOCATIONS OF STUBS AND SLEEVES. 17. NOTIFY ALL TRADES AND MCCONALD'S CONSTRUCTION ENGINEER BEFORE POURING SLAB. 18. ALL SLEEVES THROUGH FOUNDATION WALL AND SLAB TO BE SEALED WATER TIGHT. 19. EXACT LOCATION OF SLEEVES FOR INCOMING SERVICES TO BE DETERMINED BY CONDITIONS. IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON THIS PROJECT, THE CONTRACTOR SHALL CEASE ALL WORK RELATED TO TEE HAZARDOUS MATERIALS AND IMMEDIATELY NOTIFY THE OWNER IN WRITING OF THE CIRCUMSTANCES. 21. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL PERFORM WORK THAT DOES NOT INTERFERE WITH NORMAL OPERATING BUSINESS HOURS OF THE STORE. WORK THAT WILL REQUIRE INTERRUPTIONS OF OPERATIONS SHALL BE PERFORMED DURING NON-BUSINESS HOURS AND ALL ANTICIPATED OVERTIME REQUIRED SHALL BE :INCLUDE') IN THE BASE BID. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL SHORING , BRACING, OR OTHER TEMPORARY STRUCTURAL SUPPORTS AS MAY BE REQUIRED AND SHALL BEAR THE COSTS OF ANY ENGINEERING THAT MAY BE REQUIRED. SPRINKLER 6. GLUED LAMINATED MEMBERS: GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT STANDARD PS 56-73, FOR STRUCTURAL GLUED LAMINATED TIMBER. ALL MEMBERS SHALL BE FABRICATED OF INDUSTRIAL GRADE DOUGLAS FIR-LARCH IN ACCORDANCE WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) SPECIFICATIONS, USING WATER RESISTANT GLUE THROUGHOUT. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO THE ARCHITECT PRIOR TO FABRICATION. BEAMS SHALL BE 24 F-V-3, FB = 2400, E=1.7 7. THESE PLANS AND NOTES APPLY TO THE CURRENT PROJECT ONLY. ONLY PORTIONS OF THE EXISTING BUILDING WHICH ARE AFFECTED BY THE NEW CONSTRUCTION HAVE BEEN REVIEWED AS PART OF THTS PROJECT. SP1 ••••••••• PROJECT ADDRESS KITCHEN SOUTHCENTER MALL 633 SOUTHCENTER TUKWILA, WASHINGTON PROJECT OWNER CONSULTANTS STRUCTURAL MECHANICAL ELECTRICAL SMITH & HUSTON 1932 IST AVE # 901 SEATTLE, WA 98101 NATIONAL AIR SYSTEMS 1842 FLOWER ST GLENDALE, CA 91201 MCKINNEY & ASSOCIATES 9401 112TH AVE N.E. KIRKLAND, WA 98033 PLUMBING SPRINKLER KITCHEN WEIR & ASSOCIATES 19745 S.E. 8TH ST REDMOND, WA 98053 ANDERSON-MAGRUDER CO., INC. P.O. BOX 30759 SEATTLE, WA 98103 MCDONALD'S CORPORATION MCDONALD'S PLAZA OAK BROOK, ILLINOIS 60521 K1 KITCHEN FLOOR PLAN K2 KITCHEN EQUIPMENT PLAN K2A REMOTE STORAGE LAYOUT & ROUGH-IN PLAN K3 KITCHEN ROUGH-IN PLAN K4 REFRIGERATION SCHEMATIC & DETAILS K5 FIXTURE LEGEND K6 FIXTURE LEGEND K7 FIXTURE LEGEND ADDITIONAL INFORMATI • N TTA- 1FC-TTA-2FC TTM-1FC-TTM-4F 1 MM Ilit'r'')•"rn • 12 0 SG T/If• INC" 1 2 4 . 6 7 ,$ 9 10 1 QTRt If the'Inicrofihned document is less clear than this --- • • it is due the quality of the original document. • . • o tie La 9e. G e e 1458- L gi•i . tTct L 9 9 C 01Y4 111111ffilhilihWhIH1111111111111H 10111111110dIAffilhi1! ■1 nlIHAIIIIIIIIIIIIIIWIIIIH11111111111111111111111111111111ffillifihnillffilifillni1111111111111111611ffilln1111111111111111IIIIIIIIIIII!IlliffilhildWillild1111611M6111061111111111111MhOnill . . . . THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PPOPERT Y OF RUHL-PARP. & ASSOCIATES, INC DESCRIPTION PROJECT MANAGER ARCHITECT/ ENGINEER DRAWN BY e-MtA CHECKED BY McDONALD'S RESTAURANT 10220 N.E. POINTS DRIVE KIRKLAND. WASHINGTON 98033 ATTEND GA Y GRAM copy . I understand that the Plan Check approvals are subject to errors and eniz-Eicns and approval cf plans ct_x2s not aurii'...rize violancn of any adopted cofo :• c•,-Cnz:co. Rcc....,:lpt cf contractor's copy of E:pprovad cckrovriedcd. By. Dat1.1 Permit No Ruhl.Parr 8/ Associates Architect, Vfoil,Siorinal !tervir, Corporat,cr, {. 6 r.11 Ave E Sulle B'"1,101 'NA 980061 99 ,2(../b i 6,14-4000 DRAWING TITLE 111101111■■~CANIPS00. DRAWING NO TITLE SHEET JOB NUMBER PRINT DATE FEB 1 3 198q p a 1- z w n 0 w a W w "TYP. . EX15TntJG ROOP DEI-X Ank, 0 NMI NMI — I FLEE , A NW VERIFY ao' -O" O. C. EXIST. OWS0-1 wr S=n..r. rn 'r r.c nr n.i�li n" �i'r' ~rriirr�i i "IEEE ._E� .......w..■ .Il.r ..ice. 1rE!I!!!!I!!:! ..��� nr a w111. =.,..� 1.1wwr wn.w ra rr - wwi..rwwwir�'�rilww r 2 w N � OII mom om ... NZ wry BEE w ■ : r MMUS r rrr IIINSIN rrrrr ■F INAINI rrr. N; ' j INSULATION. .1 " 1w ..Srlr i:EL r.'S'i r ".i"www.. nln�rl �r rn�na ■� Iw�� Ir ■wn■■ Ir�wiw ■ n• ■olowr rr -1a all C■ r°rrir" w ■1f1■ ■ C1111 l IfaCratae■ IalarrCoi, �r.r .."'=i rrnw =wilSiiiiiir�== .r.a.rn.7:=ZI ir=i �..... w lrwilr:C .... r 2:1 \` um mr�r ■ounw balm ■a1 .... lM�f!!1M ■ rlll�...►' /(3),8 l min \ -----1======- -� Ex 15`T' Caws � 4ROOF DeCK = " — I I .. _ :I /Ai- FOR FRAMING He O AL •. FIN H To _ Er.IS r: wA�l� bTH�TF'R Tt P 410 " ,- 011111Zr - fl ONT.:w 12 GAGE . I�. d.G. TO LAxg..x0 /16, EACH BRACE � -0 �' O.C. __.-_- -- °� ,. - -- l�. � I) � /WA9HEl�S — I A BOLT w PER +/A.3 I C3AGE Y CONTw 2, TO 12, GAGE PLATE. 11 1'!�' 8r� -EW3 FLAT ,CREW F.XIvT. GAGE STEEL RQ ©" DECKING EA. 51AE 0>w a V 3 E 117 oT M e PLA LOGATI HATER F I- *HER CEII.4140 Ga r HEATER LOC. --1 __-- - L GxZx:3 ICo % " 5,,-.2,y,3/1(0 STUD i V ' eTOPOF DEMISING• WALL ONLY. �� I L� _`� DTL 4/x .5 . --• _ t i� \ N q 1-.5.5 @Co O.C. MAX I G-- 4x £3 f ti 1 1 i _��� —�;� —�1� 1" N \ 'N. -.....„ N. \ N 1 �, .. , 1/2.i. t■ .„, 3/i Co �211CP KWIK-501 zq" O•G. MAX. (3) PER WALL. hWN. ~�-' 1 i I Ink—BRIDGING I { I ( PER DETAIL 7 I I r 14 ill -6 /8" GYP UM 1/P L L BOARD 1.. r5 3x, a IV F �� 1/. " SECTION C-4x.18 Ti p STUp� w/Ca-)4$ *SCREWS@ ENDS -T`(P. >8 G EW9 IZ "O.C• . ,� V • \ C.--4),..18 STEEL \ STUDS @z4 "O.C. \ ^ NOTE • FaLAO �.. -re TUBES N \. PANEL POINTS `� \ OFF E)<.. STI NG OWSJ N N \ \ \ Mr , �/ I 2' /z "MIN• EM = DMENT \\ OVERHEAD : MENU-iiOARD PER SECT co SECTION C -4x18 EACH TUE3F- LOCATION Cd -4" �:. �' N. \\ \\ N. N. r \'. N ( I II I I { � 'I I I I WI 10 SCALE I PA" -ILO" ' `SCALE : IVY. " -II -O" — .'--- C -4xiS Cox 18 r, LOCATION OP WATER HEATER /Mk Mr Q I I I GYPSUM " M BOARA bVEiz FIRE- \ N N \ N \ \ \ N \ I ,. I ;� I G -4xl6 I lI •2 K. I�ETARDENT OVER C4x 18 ! F /,2 GYPSUM TREATED /•4• "PL'(WD STEEL STUDS OVER BOARD. 0 .TYP. ALL NiEM�Ej�S. ELEV "A F F Con 18 � /SIDE , G'Z4 O.C. PLATE • SCREWS EA SIPE C4n18 . A�A 1 4 �8 SGI�EWr...�• gAC,H END TYP. ._ PARTIAL FRAMING PLAN 18 4-` C-4-7,16 STEEL STUD i (4) SCREWS N. 1 { I ENDS OF STEEL I I { J1�IL I I ( I ) s MAY # 8 5/& I I rubs E COPED 7F►�OR FLU SECTION ' 19- SECTION —<— —.— - ' GYPSUM BOARD OVER STEEL STUD OVER 5/8 PSM BOARD D v I SECTION t o SCALE • 3 " -' I' -o" SECTJON G SCALE : I /+11= f' -O° — ii,Z" SCALE : 3 " -I' SCALE : 3/4- =I' -O" SCALE : i =1'-O' -O" -- s 3" ELE�t.° 12'- 0' /2 "A.i= F C -4x18 TIE STUD w/ ;R8 R3CI�W5 @ 12 "O.C. MAX. TO TA -40R TD--(0. SEE G _ •�-.4 TIE STUD ELEV.= IZ'- O' /2." TYp SEE PLAN FOR LOC. • (2.)#8 SCRE'vI/c @ EA. STEEL 'BLOCK' - - FOR INFORMATION NOT GIVEN SE1= 3EGTIOr.1 20 (3)TD -4x 8 x 3 °-O" �- r) a>F8 SCREWS a � ��" T5 3x.2n��1(n T5 AT STUDS}. 8 FOR INFORMATION NOT GIVEN SEE SECTION 1 I r ° , � I + I I I I I-t I .I, ;, +:i FABRICATED g��P BRICATE EGA. "T'lP NOTE: PLACE. �RIDGINC•r PER SECTION - ,� 1 u + @4'-O �',8 f� A.F.E - SOLTS(@ 3 O C� c. MAXI MIN. ,2 PEIZ 1 u WALL} C) NOTE : 9 /Cs4•• "x f /4. LOS( VELOCITY PO�/I�I.? ACTUATED F= HSTE�TiEf2,a e I'- (o "O•IC.(MIN.(3)PER WALL) MAY C3E USEDIN LIEU by KWI K- B0LT3. . i I 1 I 1 ' ,PARTIAL PLAN i8 F=OR LOCA -T N. IO f.IC1TE:� "Ot24''STEEL STUDS AS SHOWN ON PLAN. C11 4-x18 OR C•MCoxJB @ �T g • T� I I I I I I I 1 ! I I { I 1 i 1 I 1 I PLACE D W STEEL BLOCKING LOCATIONS %2.11 N. A. I E�' �5D 1 ?A•• O -C. CON-r TD -q -x 18 j w - - _ - -- - -- - - -- - - -_ x 1, 4GALVANIZED T TOP4 E3OT- w/(2)*6 .SCREWS Toc-- 4-x101 TD -4x18 STUD A$ ME3LY. FINISH FLOOR I I --9-x18 I . L g 2-12. ,Z,- 12 C� -4-x 1% if3 (.��, 8 SCREW EA. STUD I 1 I I I I I_ I I I I 1 ( ! TD '4'x 18 - -- C- 4 18 - %z" CbIJT. C-4-A18 Iz" o.C- CON-t" G -Ix le TYP. I /,� 4 OR. #: ►O �,�`5 I I , 1 I i� I. li ira .24 O.C. TYP. - - D 4x18 OR TD-(n)1/418 TOP / CA.rSTUCZ) 8 SCREWS FINISHED r- 1.-OOR LLEV.= BRIDGE CLIP - 21 /4><1Co CONTINUOUS cmAN EL POSITIONED THROUGH STUD PUNCH -OUTS I.• .. I I I I I I I I _- N.T S• ELEV O'- Q "ASSVMED ;n i j, SECTION , h 0=.0" ASSUMED l \y 2" MIN. BOLT EMBEDMENT SECTI oN I I CTI CAN 19 TYP BRIDGING DETAIL iit SECTION rS;) GCALE: 3 "�!t_Ou SCALE : 1I /z'1 ..11_011 SCALE :11/z"=11-0" SCALE: IVz1,'I' -O° — SCALE: 3 " -I' -011 SUPPORT ANGLE MAY 8E FIELD COPED FOR ACCURATE FIT OR US31ST T C. :- ors' rfNG- BER SECTIONV9.() LOC.@ J MAC -Co No -NI -1 I 8 TYE? „ - .6)LAYEzR 5/8 GYPSUM BOARD BY 3" Co"i xt5 o' J AC3ovra __,.1 (c0-0° 3 METAL (I) AYSL'R' F=INISH SURFACE l Y OTHERS � McDONALDS• GYPSUM BOARD SHALL BE CONT. THROUGH o RETURN !/ALL C..NNEG'ilONa. - NEW C °4x18 OR C-Gxl8 STEEL -'• [, EY-•IST- Owe%) LOC. +r S, IM'S. CLAY EIE VE6ZIF IED I3Y cO�,iTK.AG!"af� - T _ I 0-)4p SCREWS @ ALL ENDS OF 1 Ic STUDS. - L BRACES MELD WELDED C TO 1 I ��1: _� .2�u x 2V2x _ -- STUDS GYPSUM @ 24-" 0.C. TYP w/ 111," BOAQD EACH SIDE. 2 dk8 SCRE S TYPICAL CAL. C) W I A STEM— STUD P..iLOC K I ' - - ., � --- -- . - --�- ' �:I - - I'- 31/2 d I .4,1-x�'x %a MAC: -(o FIAHE BELOW t; TO Th 3x.2x 3 /Ilo SUPPo12TING MEMBER.. PER SECT• 12 I I ` II. - 1 5/8 "4) A307 THEADaD RODS w /WASHLRB,NUTS..1LOC.K NUTS TCP BOT -- -! .. `,i.. a ' BRACE B YoKID 1 11 BRACES TYP(4)LUG , I "Ye C--C41 -7,18 - --- -C4n18 COPE FLANGE AS REQUIRED : , - _ ;r. ° -,. r' SECTION 1(,) I C• -4-x18 • I I - --5 I I = 1 -� ) r 1. 4 ' j I 1 N @ 01 -..,, 4)- p,s,gl•..O1t I I'_wn A F= F ATTACH TO w / _E NI�aS �IACt1SS pE�� (z) rx3 SCF� -_____ 12x.2 x Ilo 42, '1 3/ Rf�'ACES O FOR.INFOKMATION NOT GIVE 5F -tom SEG"T10h18 1r- BRACING- 3 tio/---- . �. I -x 4x VI'v T IT As-i u _ 5/8 THREADED r A307 i20D��• W SNERS NUS / WA T I LOCK NUTS EA. END. I C4') LocATIOI45. -rye>k dLT1T1 - G44xl�q- 'YF? I ( I I I 1� �.:' _ ' -- • _ _ . _ - ' �R STIwEI. INTERFERES WITH MECHANICAL UNIT \ _ ;�--- •---.- 31 -0el ��' -re L4x4x1 ---- t"'!<Ame FOR MAC -(o UN T MODI IC;ATIOI SE FOR N 1 � I OPEI�II A!G APPROX.. <o'-O" 0, C. -- - 5ECTON lb- SECTION 12 7,v2ye< -1-7,4---rA MAC-GPLATFORM PLAN ' SECT V 4 - SCALE.: 3/4-11-IL-0" — G 3CP L E : 3"-P-0" - SCALE: 3/4-'11-0" SCf :11/2"--11-0 " eCA L E : i' l' - O" ' +a Y,. NEWIIMINESel THESE'DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF RUHL -PARR & ASSOCIATES, INC. PROJECT MANAGER ARCHITECT/ ENGINEER DRAWN BY CHECKED BY Ruhl. Parr &Associates Architects Planners A Professional Service Corporation 3625 132nd Ave. S.E. Suite 1010 Bellevue, WA 48006 -1349 (206) 644-4000 DRAWING TITLE DRAWING NO 0 1E „s1C.. 1 IIIIIIII1IIIIII1IIli!1I1.1,1 I I� I 111111111 1111111111111 I I 2 LI- ` I i I I I • I � I 1 1 1 1 1 1 1 1 1 H 1111 I I " I I1 11 I Ii{Ir 1 1I11iII I f the•mn icr ofllmed document less clear ttaa this t.; is due to the quality of the oxig�nai document:. oc o .Y. . + �a.+..s..+a;,r.•” rYxree.c+.�.. a..� ' -a ww r, E-" tie Lz 9e SZ 17Z £Z ssw rte- , t s1 1 '"°°�i "" �� tt /. 9 5 �7 i:; v L ` I 1 ` t'' I i ' Ilil111111l III( 1111111III11111! l�1111lIIIIIILIIIIIII111111111I11IIillll� II 11111111119111 IIIIIIIIIIIIIIIIIII111 1111 111 11111, IIIIIIIIIIIIIIIIiIIIllllllllllllli11111111111i llIli Ili! 1111IIII %L1 IIIIIIIIII�IIIIIIIIIJIIIlIII ,�IIIIIII.IIillll. Iilillll,IIIIUI,IIIiI� 1111111 ,Illllilll II i ,. ' i,� y,r : c J: f1 },r"i» a ki 1x,V' J,f -.✓ nL .rr p - ,�.�:f_ .'� - t y� t. I {1111111 {Ill {I {I {illII`I {t II1�II 'IIIt'I II{II 11 MIjFINGFQMANY 12 PLVr� ING A1 TES 1. Review and comply with all out Center Mall Focid Court levant requirements. 2. Hand Sink shall flay -= EX I S ,j=1 NCI , :A PE-7 (J : FLOG DF t=\c:t N ..4t \rvUONI I hi PLAC t VEF', ; P"--f , A R ' t1 G 1-ri iF N`ir�;�t�Y. Ex147 T Nra e "VT't, Ail' ID , Z : /t NT• DN' CA, A.r. FLOC rR AN VE'Nr but water flow limited to 0,5 GPM Fixtures are to be Insta`t led where indicated on drawings,` completely operational and in compliance with all goveenirvj erodes. Refer to Y.itche) plans for locationS'of fixtures, cOnnection requirements anti rough -in dimension. Applicable information on the Kitchen and McCnaniCai p1'ans shall be part of time Plumbing coritrdcte 'qriny 'conflicts icts to the attention of the tctr aid's construction enyineer ror resolution. 4, All WOO :01.511 comply with tt; City of Tukwila Plrinit,ing Co es, King County ilea I th Department, Landi ord ` s tenant Improvement Standards anl any tither app 1icab1e `codes'• v,. t ie1 d verify' location of all 'existing co# {I water, waste, vent and gas mains, ' Maize t'nal c.nrrnections to' t.andlora provided service 'Mains W ? ,.:n :.A.Diw; y1JT wAT lZ r,) for fixture t)ra'nch, r1J°ain and vent sizr :s, see' Fi,;ture Scheiu'1 e. M 1 under -s I ata Waste and , Vent piping to be Locate c ean•�outs :where shown on drawingg or reyui red y P(umt)iny Code Section 406.` Pr(intie valves iri ver't.icai chase to ice milker soda tower anti,:; LOGEriON OF tsi f\cC.Css 7•'l.1r1NE1,,. t-4EW HOSE. 5 ) F'.;[') LOCATION.. 1 N S TALL 'W1 t1-' Tl F' PRl Nile /;/ r PF54r4 1 ION ' PLUPLUMS! 1q6 j'i PRODUCTS `PPil 1\1E F 1T Connection " ntt n "'i mum, III111111 COftee maker. See equipment hedu1e and servicep location on tctl(ri il'anti;. Prok'i•v ciu4)linys t.o all r?quipment as require(t, ' 1 txi :ir1(1 all .;interior condensate and Ind i react "Ora i :;s on equi pnrrnt" including drawl from post hydrant On roof to t`1ocer Lira ins in hui 1 cli n(y. Condensate pi pinny above an(1 floor shat i be same Size as equipment 'ONO re,connection. ''Coordinate condensate connRec t i on wi th edit i i rnent Tough- in. 1i1. ill t water '''r•ougti -'ins to re ;terrrireated with shut of vaIves' bet connection to equi;,,ment and f i xtiures` Purge all water 1 Ines 1)etore connection: P'xlST1 j16 Hose- 131.3 PEl.,.oG TE AS SHOWN i MI f i 1 tered cold grater l ;Ines shall ' be extended from f i i'ter on "sods` factory . Al 1 wastes are shown at p)irtt of connecti/n at Iixt•e.rra_. All fixture connections are shown at. suclyest.ed rouyh.in. Iocai i +.lrs Al 1owancr s; haVe''been flyureri on these f ixtures for passitale traps, valves, switches, etc.. as furnished Under ether tfivisions. ;onil c.tions to egciiiieec>rtt by ,others' to be verified by ')U)V1 ierz with °lvpropri`ate subcontractor. ,v, mile conne'ti on tiia rains bet ()re iir'OCtCdlny with an V. rp'Liyh -if ` work. Pi F'i: LaN l r_ N CRIAS C?CaA c, c) GI:. 12.A.Nj c'tJt F,C.,. a CAM- Gi,C. G=, C- AT")e ' CLeA J our \v :c: w, ,LL GLeAsJ .; oLFT' V, r'g., ve ►-h - R, c liJUA71 ©-1 �!J Dow rJ 51st. 51r- 14t�.�.2` fir, •51-leer TY?" rilICAkL AS 1. o:w. I � r� I RECT v� re I" F1 L:TEPiEP INATEP T -TREATED YVA' TEn t' r } i.rr OF CONNE•C -T l . !►.1 # water' ;l i net's' above s I orn' are to be i nsu 1 ated . Cold water f i n£rs for candeyr)sation cor(rrui , ttot water "1 tri'e's to prevent heat. loss`, Prou'i de pipe sleeves' 05, 31 1 risers to 'prevent bond; qg of s i atz te) 1)ipe and to a`lIc)w °re?uvren;nt. See "South Center Mal "1 Food Court f enaiits" drawing sheet "1' fM -..3FC „ iletat l ;st PIurntiing Contractor' alai General Contractor shad 1 inert fy lhcal } .. requirements regardiny r:onnec.tion to utilities. Bid Shah, inc'irine al necessary fees :nc: perinits. Verity location and invert' eslrvation''of water art;) sanitary sewer., • Vatutrni breakers shalt coo ply "with Local Codes.' Al 1' hose connections and other possible points of Gross: contalninat o 5ha I 1 :s e protected in corn ri'dn'ce with Local Codes. Ali p"ltrwbiriy vents :hi:) ; be ccsrnlectrari to L niitord proviAed 0 o E MAKL R (H SEYDRAWINCaS &AS iNSTRL�,, wT5'UF SER VICE AttE YH POPE RRTY "OF' RUHL -PARR 8 ASSOCIA1'ES,, INC. • SGUL:LEP'( sF,N lS 18. f'lumt my Contrac tor 'stead l °l)i'Ovi'de condensate ,train' lines to 11(1k., units i`n Yc.cordarire with 1.anal:)rt1`s standard detail s. Ct >vr'cii ttst'� instal at`iore wi °ih.tfVP(. t;ontrat ror, ''Refer to "M' (1 awirigs for lOcatrione flt unit s' .' Refer try ciravilng$ "`South' 'Center Mall 10cd Court with :1 a *rrst: revision 'city for t ?)r ration of exist`1ny sewer, vent , water 1 ga'tS matins and for- ocat ions of access ripenfnys in tr►e "slab. tmordihate i n-stal 1 at icon of water heater wi th general co'nt:sactor And McDonald $ Construction engineer. Install ax` ni gh as'DO Sible tO provide r:raximum'"c.l ear Sl) (e above service sl`n;c Vent connector shat l be below ceii :i:ly, ;in clear new from "floor. l.t. 'Refer to "drawings "South °'Center : Mal 1 Food -Court Tenants ", wit.il latest revision date for additional specs ficatioris afid for the following details: Structural Slab'Pipe Penetrati6n, Pipe ante or Conduit Flashing detail ►,at rOt►f),.(i s Line Support'betail (on , roof) , fids Line' torte , the? Roof Detail and { ;as i` l ue "° thru' Roof Ueta l,; etc.. Refer"" to original South Center Mali :Plans by ,)ohn Graham, M-5 Revi s ion, 0s1 dated 2rr3 -68 for' 'eki st'i nr; )e; ow slab fatifabing and to M lt? Revision #8 'dated 5-3-61' for 'existing above slat plumbing' in the Remote Storage area . Copies are 'kept i n t ye Mal I rnai rttenance '! "r fsice. L. 1' /2" RED, `:b r iN) N G'HIP C �`1t , 1JrC4vE Neel ro. loam k, Al."".." Viimismeareas7swins r'..* d 0 VA 47/ Av !ill O t• 0 il kAle DES( Rt t6N 23. Support al i piping below tile f iobr s 1 ab vfi th 'appropri ate "hangers anti expansion anchors. "Shot - type" - anthori'rg 'is rot al lowed, "P130JE C MANAGER ARCHITECT/ ENGINEER :DRAWN BY tHEC' Z "[S'wBY DATE i ""°/.27 /g4 DATE 1 raw c3x, HEATER C?F ! N PAN O P —a FLOOR s I . DETAIL chi. air Associate_ kitec:ts : ' "Planners AProfiliilonit Service Corpo'ratidtt. .3625 1326d Ave S.E. „Suite 1,00 Bellevue. WA 98006.1399 ;<(206i 644 -4000 '. �,. �:c✓i . : "}f : :.j'ty .0 ,+y }C.. ..G,. ;e' tk . Fip` :C7,M4`/. ♦1i "s #'<'L,s 111 i11111I'1iJ1' !PITH! 16711S I'1t 1 11 11 1 111111 111111,'111111111`11'1111 2 �,, 1�.Ia..I I 11111111. 9 ., , r, v 4� '.Cr -.z .. '. x �....t(i r u F � th4 micro f ilmed doeunent i,s lees clear than this 'j. yY° Y s wr.r . e 6ti , r t ue`to the;q uals.ty; f''t kinii 111111Ir�r11�11r11 111 t I III 10 11 I u 6E n+6EPMA) v 12 1111 4111 II II!!I 11111111 ItttlI1iIIlIIIiIUtItlIIItItIIII!IIHhtflIIIiIII 11 y x;, , ti • r: r • 15' 2X3 2(4 (2— TIE P AL!'. --IN FREE 1O ,. " r:j ,. i t,..1 P ;i �s' 1J11/ 111.E � �, �., l � I ,11 'i;t; 1-r. ,'i: I.;i.,l_E.: , ••..1. '. i:...I. I1� 1! ( < ',,I 'l (.:.,.i:',.".:'.":7...... 1 iI v,+L � ': i,` ,f I,t: _ ft . t.� _ 1 C):. :C'Ji:ii`.11 t: ' `, "ric.��: ' ^ ,:j t C .i?E l,' j COMBINATION WALK -TN COOLER / FREEZER ( 199' ••;z K. 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