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1 2 4 <br />A <br />C <br />E <br />3 3.70.70.6 <br />Y <br />1.11 2 4 <br />A <br />C <br />E <br />1 4 <br />3.2 3.8 <br />F <br />3 3.70.7 <br />0.6 0.7 <br />0.6 <br />Y <br />1.1 <br />1 1/4" = 1'-0" <br />FRAMING PLAN <br />1.ALL EXTERIOR STUD DIMENSIONS ARE TO FACE OF PLYWOOD / CONC. FOOTING, TYPICAL U.N.O. - SEE A1.21 <br />FOR SLAB DIMENSIONS & FOUNDATION PLAN <br />2.ALL INTERIOR STUDS DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE <br />3.ALL STUDS ARE TO BE 16" O.C. UNLESS NOTED OTHERWISE. <br />4..FINISH MATERIALS AND THICKNESS NOT SHOWN FOR CLARITY. REFER TO SHEET A3.20 FINISH FLOOR PLAN. <br />4. REFER TO STRUCTURAL FRAMING & SHEAR WALL PLANS AND SCHEDULES FOR DETAILS AND REQUIRED <br />SHEATHING. <br />5.ALL KITCHEN AREA & WET WALLS TO HAVE DUROCK BRAND CEMENT BOARD FROM F.F. TO 8" A.F.F. W/ 1/2" <br />PLYWOOD ABOVE. FINISH AS SCHEDULED. <br />6. REFER TO SHEETS FS1.10 & FS2.10 FOR BLOCKING LOCATIONS AND REQUIREMENTS OF OWNER PROVIDED <br />MILLWORK, INSTALLED BY GENERAL CONTRACTOR. <br />7.REFER TO SHEET A1.30 FOR HEADER AND SOFFIT LOCATIONS AND HEIGHTS. <br />8. DIMENSION LEADERS ARE LOCATED AT EDGE OF SLAB, EDGE OF BRICK, VISIBLE FACE OF MASONRY, FACE <br />OF STUDS OR CENTERLINE OF STUDS UNLESS NOTED OTHERWISE. <br />9.FOR ALL AIR CONDITIONING, EXHAUST & SUPPLY FANS, HVAC & REFRIGERATION EQUIPMENT CURBS; <br />GENERAL CONTRACTOR SHALL PROVIDE & INSTALL SUITABLE BLOCKING IN WALLS & CEILINGS TO SUPPORT <br />FIXTURES, EQUIPMENT & CANOPIES. <br />10. G.C. SHALL PROVIDE NECESSARY BLOCKING FOR ALL OWNER PROVIDED SIGNAGE & TABLE SUPPORTS. <br />11.G.C. SHALL PROVIDE NECESSARY BLOCKING FOR ALL OWNER PROVIDED SIGNAGE & TABLE SUPPORTS. <br />GENERAL NOTES <br />THE FOLLOWING ROOMS SHALL HAVE 1/2" DURCOCK BRAND CEMENT BOARD <br />FROM F.F. TO 4" A.F.F. WITH 1 <br />2" PLYWOOD ABOVE IN LIEU OF G.W.B. (ON INTERIOR <br />SIDE) EXCEPT AT HOOD. F.R.P FINISH AS SCHEDULED: SEE SHEET A3.20. <br />DUROCK BRAND CEMENT BOARD SHALL BE CONTINUOUS BEHIND ENTIRE <br />LENGTH OF HOOD FROM FLOOR TO 18" ABOVE SUSPENDED CEILING AND <br />EXTEND 18" ON EACH SIDE OF HOOD. <br />1. KITCHEN <br />2. B.O.H. <br />3. STORAGE <br />PLYWOOD BACKING NOTE <br />EXTERIOR WALL <br />METAL STUD (16 GA.) <br />CONSTRUCT PER UL263-U433: METAL STUDS WITH 3-1 2 " UNFACED MINERAL FIBER <br />INSULATION WITHIN WALL CAVITY <br />INTERIOR WALL <br />WALL LEGEND <br />WALL TYPES LEGEND <br />ASSEMBLY <br />TYPES <br />2x4 WOOD STUDS @ 16" O.C. UNLESS NOTED OTHERWISE <br />2x6 WOOD STUDS @ 16" O.C. UNLESS NOTED OTHERWISE. EXTERIOR PERIMETER WALLS TO <br />RECEIVE CAVITY INSULATION AS INDICATED IN SPECIFICATIONS. <br />2x8 WOOD STUDS @ 16" O.C. UNLESS NOTED OTHERWISE <br />HYPHENATED NUMBERS DENOTE DOUBLE-STUD WALL <br />CONSTRUCT PER UL263-U433: 1 1/2" & 6" METAL STUDS WITH 3-1 2 " UNFACED MINERAL FIBER <br />INSULATION WITHIN WALL CAVITY <br />REINFORCED CONCRETE MASONRY WALL <br />SHEAR WALL, RE: STRUCTURAL <br />SHEATHING <br />TYPES <br />EXTERIOR PLYWOOD SHEATHING <br />1 2" CDX PLYWOOD OR OSB SHEATHING WITH 4" STRIP OF CEMENT BOARD AT BASE <br />1 2" CDX PLYWOOD OR OSB SHEATHING WITH 4" STRIP OF CEMENT BOARD AT BASE + 1 2" GYPSUM <br />WALLBOARD <br />1 2" CDX PLYWOOD OR OSB SHEATHING WITH 4" STRIP OF CEMENT BOARD AT BASE + 1 4" TILE <br />BACKER BOARD <br />1 2" FIBER CEMENT BOARD <br />CONSTRUCT PER UL263-U433: 5 8" CEMENT BOARD SHEATHING ON BOTH SIDES <br />4 <br />6 <br />8 <br />UL <br />CM <br />P P <br />PG PG <br />PT PT <br />CB CB <br />X X <br />UL UL <br />#-#DRIVE-THRU <br />PAY <br />DRIVE-THRU <br />PICKUP <br />KITCHEN <br />DINING ROOM <br />SERVING AREA <br />CUSTOMER PICK UP <br />RESTROOM <br />VESTIBULE <br />RESTROOM 1 <br />RESTROOM 3 <br />MECH. <br />ROOM <br />FREEZER <br />COOLER <br />EXTERIOR CORRAL <br />KITCHEN (BOH) <br />KITCHEN <br />52'-1" <br />24'-3"3'-10" <br />R.O. <br />1'-11" <br />60 <br />' <br />- <br />4 <br />" <br />13 <br />' <br />- <br />7 <br />1 <br />2" <br />52'-1" <br />4'-3"11'-71 2" <br />R.O. <br />21'-61 2"4'-01 2" <br />R.O. <br />1'-9" <br />25 <br />' <br />- <br />0 <br />" <br />14 <br />' <br />- <br />0 <br />1 <br />2" <br />18'-1"23'-0" <br />12'-2" <br />55 <br />' <br />- <br />8 <br />" <br />20 <br />' <br />- <br />0 <br />1 <br />2" <br />R. <br />O <br />. <br />24 <br />' <br />- <br />7 <br />" <br />3' <br />- <br />1 <br />0 <br />1 <br />2" <br />1' <br />- <br />0 <br />" <br />2' <br />- <br />0 <br />1 <br />2" <br />R. <br />O <br />. <br />10 <br />" <br />12'-2" <br />1' <br />- <br />8 <br />1 <br />2" <br />8' <br />- <br />2 <br />1 <br />4" <br />4' <br />- <br />3 <br />" <br />4' <br />- <br />0 <br />1 <br />2" <br />14 <br />' <br />- <br />1 <br />3 <br />4" <br />6' <br />- <br />9 <br />" <br />9' <br />- <br />0 <br />1 <br />2" <br />7' <br />- <br />0 <br />1 <br />4" <br />2' <br />- <br />5 <br />" <br />4' <br />- <br />1 <br />1 <br />1 <br />2" <br />3' <br />- <br />3 <br />" <br />2' <br />- <br />1 <br />1 <br />" <br />5' <br />- <br />3 <br />1 <br />2" <br />5' <br />- <br />9 <br />" <br />6' <br />- <br />4 <br />" <br />5' <br />- <br />6 <br />" <br />6' <br />- <br />8 <br />" <br />7' <br />- <br />3 <br />" <br />3' <br />- <br />2 <br />" <br />4' <br />- <br />5 <br />1 <br />2" <br />3' <br />- <br />1 <br />" <br />4' <br />- <br />5 <br />1 <br />2" <br />2' <br />- <br />4 <br />1 <br />2" <br />4' <br />- <br />4 <br />" <br />R. <br />O <br />. <br />4' <br />- <br />7 <br />3 <br />4" <br />1' <br />- <br />1 <br />" <br />22 <br />' <br />- <br />3 <br />1 <br />4" <br />5'-51 2"3'-61 2" <br />3'-4"3'-4" <br />1'-81 2" <br />9'-31 2" <br />1'-91 2" <br />2'-8"3'-2"3'-3"6'-11" <br />13'-4" <br />9'-2" <br />8'-53 4" <br />2'-91 2" <br />5'-9" <br />3'-4"4'-51 2" <br />2' <br />- <br />5 <br />1 <br />2" <br />COLUMN <br />RE: STRUCTURAL <br />EDGE OF CEILING SOFFIT <br />FRAMING ABOVE. RE: RCP <br />EDGE OF CEILING SOFFIT <br />FRAMING ABOVE <br />EDGE OF CEILING SOFFIT <br />FRAMING ABOVE <br />EDGE OF CEILING SOFFIT <br />FRAMING ABOVE <br />1'-10" <br />9'-7" <br />8'-61 2" R.O. <br />6" <br />7' <br />- <br />0 <br />1 <br />2" <br />R <br />. <br />O <br />. <br />13 <br />' <br />- <br />5 <br />1 <br />2" <br />R <br />. <br />O <br />. <br />6" <br />3' <br />- <br />2 <br />1 <br />2" <br />2' <br />- <br />0 <br />" <br />1' <br />- <br />3 <br />" <br />3'-3"13'-11" <br />6'-0"5'-0" <br />10 <br />' <br />- <br />4 <br />" <br />COLUMN <br />RE: STRUCTURAL <br />3' <br />- <br />2 <br />1 <br />2" <br />5' <br />- <br />3 <br />" <br />2' <br />- <br />9 <br />1 <br />2" <br />12'-21 2"3'-51 2" <br />11" <br />COLUMN <br />RE: STRUCT. <br />3" PVC PIPE CHASE TO <br />RUN BETWEEN KITCHEN <br />THROUGH WALL TO <br />BEVERAGE CABINET <br />(FOR KETCHUP LINES), <br />RE: 11/A8.10 <br />ELECTRICAL PANEL <br />ROUGH-IN. RE: ELEC <br />7'-0" <br />3x3 STEEL POST, <br />RE: STRUCTURAL <br />51 2" <br />6' <br />- <br />4 <br />" <br />R. <br />O <br />. <br />1' <br />- <br />4 <br />" <br />7" <br />3' <br />- <br />4 <br />" <br />4" <br />4'-01 2" <br />5'-31 2" <br />RESTROOM 2 <br />1'-1" <br />3' <br />- <br />0 <br />" <br />12 <br />' <br />- <br />1 <br />" <br />3'-63 4"13'-0" <br />3' <br />- <br />9 <br />1 <br />2" <br />1' <br />- <br />0 <br />" <br />6' <br />- <br />8 <br />" <br />11 <br />' <br />- <br />3 <br />" <br />BLOCKING SUSPENDED <br />FROM TRUSS BOTTOM <br />CHORD <br />EDGE OF CEILING SOFFIT <br />FRAMING ABOVE <br />EDGE OF CEILING SOFFIT <br />FRAMING ABOVE <br />13'-1"13'-8"11'-0" <br />3' <br />- <br />0 <br />" <br />4P PT <br />6P P <br />4 <br />P <br />P <br />6 <br />P <br />PT <br />4 <br />P <br />PT <br />6 <br />P <br />PT <br />6 <br />P <br />PT <br />6 <br />P <br />PT <br />6PG X <br />6PT PT <br />6 <br />PT <br />X <br />6 <br />P <br />X <br />4PT <br />6 <br />PT <br />4P PT <br />6X P <br />4PT P <br />4 <br />P <br />P <br />6 <br />PT <br />P <br />4P P <br />4PT PT <br />4 <br />P <br />P <br />6X CB <br />4 PT <br />4 <br />PT <br />4 <br />P <br />PT <br />4 <br />P <br />PT <br />4 <br />P <br />PT <br />6P PT <br />6CB P <br />6X P <br />6 <br />P <br />P <br />6P PT <br />6X CB <br />6 <br />CB <br />P <br />6 <br />P <br />P <br />6 <br />P <br />P <br />4P P 4P P <br />6 <br />X <br />P <br />4P P <br />6X P <br />6X P <br />6- <br />4 <br />P <br />P <br />6 <br />X <br />UL <br />ULUL UL <br />6 <br />X <br />P <br />6 <br />PT <br />X <br />6P X <br />5'-6" <br />PARTIAL HEIGHT WALL <br />9'-61 2"3'-101 2"4'-1"6'-2"10'-0"9'-6"2'-11"5'-0" <br />PARTIAL HEIGHT WALL <br />3'-5" <br />PARTIAL HEIGHT WALL <br />2' <br />- <br />8 <br />1 <br />2" <br />7" <br />7" <br />2' <br />- <br />8 <br />1 <br />2" <br />4' <br />- <br />8 <br />" <br />4'-0" <br />4'-91 4"4'-91 4" <br />1' <br />- <br />0 <br />" <br />3' <br />- <br />6 <br />1 <br />2" <br />R. <br />O <br />. <br />11 <br />2" <br />6" <br />3' <br />- <br />6 <br />1 <br />2" <br />R. <br />O <br />. <br />11 <br />2" <br />3'-6"10'-0"3'-6" <br />6 <br />PT <br />PT <br />6 <br />PT <br />PT <br />6- <br />4 <br />PT <br />X <br />6- <br />6 <br />PT <br />X <br />1'-63 4" <br />6' <br />- <br />4 <br />1 <br />2" <br />6-6PT X <br />6PT X <br />6PT X <br />6X P <br />6 <br />X <br />P <br />6" <br />6"11'-3" <br />R.O. <br />5" <br />6 <br />P <br />P <br />4- <br />6 <br />P <br />X <br />6-4X P <br />3'-8" <br />3'-10"3'-101 2" <br />3' <br />- <br />2 <br />1 <br />2" <br />15 <br />' <br />- <br />4 <br />3 <br />4" <br />17'-8"22'-10" <br />5'-6"22'-10" <br />17 <br />' <br />- <br />0 <br />" <br />17 <br />' <br />- <br />0 <br />" <br />11 <br />' <br />- <br />6 <br />" <br />14 <br />' <br />- <br />3 <br />1 <br />4" <br />4' <br />- <br />2 <br />1 <br />2" <br />SUPPLY <br />SWITCH GEAR <br />4' <br />- <br />1 <br />0 <br />" <br />4'-21 4"7"1"4'-61 4"2" <br />4" <br />3'-6" <br />R.O. <br />E <br />A <br />0 <br />B.2 <br />0 <br />C.7 <br />Z <br />D <br />B <br />B.9 <br />41 2"8'-6" <br />R.O. <br />1" <br />31 2" <br />2'-0" <br />1' <br />- <br />5 <br />" <br />1'-0" <br />4' <br />- <br />0 <br />" <br />6 <br />X <br />6- <br />6 <br />PT <br />X <br />ABOVE <br />ABOVE <br />6X P <br />2" <br /> <br />M <br />I <br />N <br />. <br />64'-3" <br />3'-4"51 2" <br />Te <br />l <br />e <br />: <br /> <br />9 <br />7 <br />2 <br />- <br />7 <br />6 <br />9 <br />- <br />3 <br />1 <br />0 <br />0 <br /> <br /> <br />F <br />a <br />x <br />: <br /> <br />9 <br />7 <br />2 <br />- <br />7 <br />6 <br />9 <br />- <br />3 <br />1 <br />0 <br />1 <br />68 <br />0 <br />0 <br /> <br />B <br />i <br />s <br />h <br />o <br />p <br /> <br />R <br />o <br />a <br />d <br />, <br /> <br />P <br />l <br />a <br />n <br />o <br />, <br /> <br />T <br />X <br /> <br />7 <br />5 <br />0 <br />2 <br />4 <br />Date: <br />Project Number: <br />Sheet Number: <br />Drawn By: <br />Store: <br />Re <br />s <br />t <br />a <br />u <br />r <br />a <br />n <br />t <br /> <br />S <br />u <br />p <br />p <br />o <br />r <br />t <br /> <br />O <br />f <br />f <br />i <br />c <br />e <br />RAC23003.0 <br />07.12.2024 <br />LL <br />Sheet Title: <br />1 <br />07.01.2024 VERSION 2024-1.0 RELEASE <br />Prototype : <br />Date Issued:Bulletin Number: <br />Design Bulletin Updates: <br />Prototype Issue Date: <br />- <br />2 <br />3 <br />REVISIONS: <br />4 <br />5 <br />6 <br />7 <br />A <br />9 <br />Professional of Record:JEFF LIEDERMAN <br />Kitchen Issue Date: <br />10 <br />76 E. MITCHELL DR. <br />PHOENIX, AZ 85012 <br />CONTACT: CHUCK BENNETT <br />(623) 432-0596 <br />CBENNETT@PMDGINC.COM <br />Raising Cane's <br />Restaurant #C1032 <br />1303 N. Bristol st. <br />Santa Ana, CA 92706 <br />P6E-HV Scheme B <br />09 <br />/ <br />1 <br />2 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />P <br />E <br />R <br />M <br />I <br />T <br /> <br />R <br />E <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />- <br /> <br />B <br />U <br />L <br />L <br />E <br />T <br />I <br />N <br /> <br />1 <br />09/05/24 BLDG. SUBMITTAL <br />PERMIT SET <br />P6E-AV SCHEME B 2024-1.0 <br />07.01.2024 <br />Check By:CB <br />07.01.2024 <br />09/27/24 PLANNING RESPONSE <br />11/01/24 HEALTH DEP. RESUBMITTAL <br />12/12/24 HEALTH DEP. RESUBMITTAL <br />1/20/25 BUILDING. RESUBMITTAL <br />2/21/25 BUILDING. RESUBMITTAL <br />05/02/2025 BID SET <br />06/25/2025 CONSTRUCTION SET <br />09/12/2025 PERMIT REVISION <br />FRAMING PLAN <br />A1.20 <br />A