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TYPICAL FLOORING DETAIL <br />SCALE: 1 1/2" = 1'-0"5 <br />T.O. SLAB <br />VINYL PERFORMANCE SURFACE OVER <br />WOOD BATTEN FLOOR SYSTEM BY <br />HARLEQUIN FLOORING <br />2 <br />S-1 <br />SIDEWALL SHEETING <br />CONCRETE SLAB <br />FOUNDATION PER <br />10 <br />A1-2 <br />1/2" EXPANSION SPACE AS REQUIRED <br />PER MANUFACTURER <br />Layer 3 <br />Layer 4 <br />Layer 5 <br />Layer 6 <br />3/4" Harlequin Batten <br />3/4" Harlequin Batten <br />1/2" Flooring Grade Plywood <br />3/8" Suspension Panel <br />Layer 2 <br />3/4" Harlequin Batten <br />Layer 7 <br />1/8" Vinyl Top Surface <br />Layer 1 <br />3/8" Elastomer Base Pad <br />WOODSPRING FLOOR LAYOUT <br />SCALE: NTS <br />10 <br />BUILDING SECTIONS <br />SCALE: 1/8" = 1'0" <br />20 <br />3 <br />S-1 <br />VINYL TOP SURFACE OVER <br />WOOD BATTEN SUB-FLOOR <br />OVER CONCRETE SLAB <br />20B - TRANVERSE BUILDING SECTION <br />20A - LONGITUDINAL BUILDING SECTION <br />20 <br />' <br />- <br />0 <br />" <br />7' <br />- <br />4 <br />" <br />CONCRETE PAD, REFER <br />TO GRADING PLANS SHEET <br />C300 <br />6' <br />- <br />4 <br />" <br />6' <br />- <br />4 <br />" <br />27 <br />' <br />- <br />2 <br />" <br /> <br />O <br />V <br />E <br />R <br />A <br />L <br />L <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />ROOF FRAMING, REFER TO <br />MANUFACTURER DRAWINGS <br />SHEET <br />E1 <br />RIGID FRAME, REFER TO <br />MANUFACTURER DRAWINGS <br />SHEET <br />E3 <br />5 <br />A1-2 <br />CONCRETE AT PERIMETERS--ALIGN <br />WITH FINISH DANCE FLOOR <br />ELEVATION <br />INTERIOR PARTITION <br />WALL, SEE 8 <br />A1-2 <br />7' <br />- <br />0 <br />" <br />5 <br />A1-2 <br />VINYL PERFORMANCE SURFACE <br />OVER WOOD BATTEN FLOOR SYSTEM <br />2 <br />S-1 <br />CONCRETE FOUNDATION SLAB <br />6" RUBBER BASE <br />800T150-43 CONT. BOTTOM TRACK <br />800T150-43 CONT. TOP TRACK <br />#10 SMS EACH SIDE @ EACH STUD, <br />TYP. TOP AND BOTTOM TRACKS <br />EXTERIOR WALL PER MANUFACTURER <br />INTERIOR PARTITION - SECTION <br />SCALE: 1" = 1'-0" <br />18 <br />5/8" GYP. BOARD <br />MIRROR <br />SIMPSON RCKW7.5 W/ (6) #12 SMS <br />ATTACHED TO STUD & 1/2" DIA. TITEN HD <br />ANCHOR BOLT TO CONCRETE <br />NOMINAL 3-3/4" EMBED PER ICC ESR 2713 <br />800S162-43 STUD @ 16" O.C. <br />CONTINUOUS TRACK BACKING @ <br />TOP AND BOTTOM 3 <br />A1-2 <br />12 <br />A1-2 <br />48 <br />" <br /> <br />M <br />A <br />X <br />. <br /> <br />A <br />. <br />F <br />. <br />F <br />. <br /> <br />T <br />O <br /> <br />T <br />O <br />P <br /> <br />O <br />F <br /> <br />F <br />I <br />R <br />E <br /> <br />E <br />X <br />T <br />I <br />N <br />G <br />U <br />I <br />S <br />H <br />E <br />R <br />FIRE EXTINGUISHER <br />BRACKET <br />(2) #12 SMS MIN. PER BRACKET <br />WALL MOUNTED FIRE EXTINGUISHER 2 <br />SCALE: 3" = 1'-0" <br />FIRE EXTINGUISHER, <br />30 LBS MAX. <br />2-1/2" X 16 GA. 250CT-43 C-T <br />STUD @ 16" O.C. <br />PER ICC ESR 5050 <br />INTERIOR PARTITION - ELEVATION <br />SCALE: 3/8" = 1'-0" <br />8 <br />FINISH FLOOR <br />7' <br />- <br />0 <br />" <br />18 <br />A1-2 <br />INTERIOR METAL STUD <br />PARTITION <br />WALL MIRROR <br />72"H X 1-1/4"D - (TYP OF 12) <br />6" <br />6" <br />DOOR IN BACKGROUND <br />46'-0" <br />(12 EQUAL WIDTH MIRRORS) <br />11 <br />4" MIN. <br />SECTION ELEVATION <br />NOTE: DO NOT CUT WALL STUDS <br />6" (MIN.) x 14 GA. <br />UNPUNCHED TRACK <br />SSMA 600T 125-54 <br />6" (MIN.) x 14 GA. CONT. UNPUNCHED <br />TRACK BEHIND CABINET, CUT AND <br />NOTCH TRACK FLANGES @ EACH <br />STUD. CONNECT TO EACH STUD W/3 <br />- #10-18 SELF-TAPPING SCREWS8" X 18" GA. <br />800S162-43 METAL <br />STUDS @ 16" O.C., <br />U.N.O <br />WALL BACKING DETAIL <br />SCALE: NTS <br />3 <br />MIRROR ATTACHMENT 12 <br />SCALE: HALF <br />MIRROR <br />6" <br /> <br />+ <br />/ <br />- <br />CONTINUOUS TRACK BACKING <br />@ TOP AND BOTTOM 3 <br />A1-2 <br />#12 SELF TAPPING SCREWS <br />(2 SCREWS INTO MIRROR <br />AND 2 SCREWS INTO WALL <br />BACKING) <br />WALL MOUNTED BRACKET, <br />TOP AND BOTTOM <br />1'-0" <br />8"2" <br />61 <br />4" <br />EXTERIOR <br />PAVING <br />FRAME <br />F. <br />O <br />. <br />C <br />. <br />F. <br />O <br />. <br />C <br />. <br />2" <br />VAPOR BARRIER <br />SECURE TO FOUNDATION SLAB <br />W/ 1/4" DIA. HILTI KH-EZ @ 12" O.C. <br />W/ 1-1/2" NOM. EMBED PER ICC ESR 3027 <br />FINISH FLOOR <br />(DO NOT ATTACH TO WOOD FLOORING) <br />ALUMINUM THRESHOLD PER MANUFACT. <br />DOOR <br />DOOR THRESHOLD 17 <br />SCALE: 1-1/2" = 1'-0" <br />VINYL FINISH OVER <br />WOODSPRING <br />FLOORING 5 <br />A1-2 <br />1 2" <br />1 4" <br />1 4" <br />1 MAX. <br />2 <br />BUIDING SECTIONS <br />& DETAILS <br />A1-2 <br />file name: <br />drawn by:checked by: <br />drawing no.: <br />ar <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />u <br />r <br />e <br />pl <br />a <br />n <br />n <br />i <br />n <br />g <br />in <br />t <br />e <br />r <br />i <br />o <br />r <br />s <br />tB <br />P <br />/ <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />u <br />r <br />e <br />46 <br />1 <br />1 <br /> <br />T <br />e <br />l <br />l <br />e <br />r <br /> <br />A <br />v <br />e <br />n <br />u <br />e <br />Ne <br />w <br />p <br />o <br />r <br />t <br /> <br />B <br />e <br />a <br />c <br />h <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />6 <br />6 <br />0 <br />ph <br />: <br /> <br />9 <br />4 <br />9 <br />. <br />6 <br />7 <br />3 <br />. <br />0 <br />3 <br />0 <br />0 <br />consultant <br />agency <br />owner <br />date: <br />drawing title: <br />description:date:Rev: <br />tBP project number : <br />architect <br />THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION <br />CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND <br />SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART <br />THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR <br />OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT <br />OF tBP/ARCHITECTURE. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />12 <br />0 <br />2 <br /> <br />W <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <br />E <br />MA <br />T <br />E <br />R <br /> <br />D <br />E <br />I <br /> <br />H <br />I <br />G <br />H <br /> <br />S <br />C <br />H <br />O <br />O <br />L <br />21125.00 <br />09/06/2023 <br />ph: 714.667.2700 <br />SANTA ANA, CA 92701 <br />20 CIVIC CENTER PLAZA <br />SANTA ANA PLANNING AND BUILDING AGENCY <br /># <br />DA <br />N <br />C <br />E <br /> <br />S <br />T <br />U <br />D <br />I <br />O <br />HUNG L . CHENG <br />REN. 4 -30-27 <br />NO. C-34187 <br />LICENSED ARCHITECT <br />STATE OF CA L IFORNIA <br />1 05/30/2025 Revision #01 <br />1 <br />1