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INTERIOR FINISH PER FINISH SCHEDULE <br />STUD <br />SIZE <br />OVERALL <br />WALL <br />SIZE <br />DIM. POINT ON <br />PLANS (U.N.O.) <br />ACOUSTICAL BATT INSULATION, TYP. U.N.O. <br />(1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE, <br />METAL STUDS - SIZE PER WALL TYPE <br />STUD <br />SIZE <br />OVERALL <br />WALL <br />THICKNESS <br />DIM. POINT <br />ON PLANS <br />(U.N.O.) <br />LATEX PORTLAND CEMENT <br />MORTAR BOND COAT <br />PAPERLESS GYPSUM <br />BOARD TILE BACKER <br />CERAMIC WALL TILE <br />ACOUSTICAL BATT INSULATION <br />5/8" TYPE X GYP BD. <br />TYPE "B": <br />BACKERBOARD & TILE <br />BOTH SIDES <br />ACOUSTICAL BATT INSULATION <br />2-1/2" X 25 GA. MET STUD <br />BRACING (HORIZ. AND <br />DIAGONAL) @ EACH STUD <br />AT 48"O.C. MAX. <br />VERTICALLY. <br />LATEX PORTLAND CEMENT <br />MORTAR BOND COAT <br />CERAMIC WALL TILE <br />PAPERLESS GYPSUM BOARD <br />TILE BACKER <br />5/8" TYPE "X" GYPSUM BOARD <br />OVERALL <br />WALL SIZE <br />STUD SIZE STUD SIZEVARIES <br />INTERIOR FINISH PER FINISH PLAN/ <br />SCHEDULE <br />PRIMARY WALL (SHOWN DASHED) <br />SEE PLANS <br />CLG. PER PLAN <br />6" <br />AIR GAP <br />1/2" MIN. <br />(1) LAYER 5/8" TYPE "X" GYP. BD. EACH <br />SIDE, OR AS NOTED IN WALL TYPE <br />COMMENTS. <br />STUD <br />SIZE <br />OVERALL <br />WALL <br />SIZE <br />DIM. POINT ON <br />PLANS (U.N.O.) <br />SEE PLAN <br />FOR WALL <br />TYPE. <br />PRIMARY <br />WALL <br />TOP TRACK CONNECTION <br />BRIDGING @ 4'-0" O.C. VERTICALLY <br />2.1F-PH <br />NUMBER INDICATES WALL TYPE SEE SCHEDULE ABOVE <br />("W" INDICATES WOOD STUDS, "M" INDICATES METAL STUDS) <br />"F" INDICATES FINISH SIDE ONLY. <br />"PH" INDICATES PARTIAL HEIGHT WALL <br />(ALL WALLS FULL HEIGHT UNLESS NOTED AS "PH") <br />2X WOOD STUDS PER PLAN @ 16" O.C. <br />10" BATT INSULATION <br />5/8" TYPE 'X' GYPSUM BOARD, 1 <br />LAYER EA. SIDE <br />(IMPACT RESISTANT WHERE <br />IDENTIFIED <br />ON FINISH SCHEDULE) <br />ONE HOUR WALL NOTES <br />FULL HEIGHT WALL TYP. U.N.O. <br />REFER TO THE FOLLOWING <br />CONFORM WITH REQUIREMENTS <br />1. CBC TABLE 721.1(2), ITEM 14-1.3 <br />1' - 0" <br />2X WOOD STUDS PER PLAN @ 16" O.C. <br />THERMAL BATT INSULATION <br />5/8" TYPE "X" GYPSUM BOARD AT INTERIOR SIDE <br />EXTERIOR PLYWOOD SHEATHING - <br />SEE STRUCTURAL <br />TWO-PLY WEATHER BARRIER (WRB & BUILDING <br />PAPER) <br />EXTERIOR SIDE <br />PORTLAND CEMENT PLASTER OVER METAL LATH <br />OR <br />(1) LAYER 5/8" PAPERLESS GYPSUM BOARD TILE <br />BACKER WHERE TILE OCCURS PER FINISH SCHEDULE & <br />INTERIOR ELEVATIONS <br />STUD SIZE <br />OVERALL WALL SIZE <br />WEATHER RESISTANT BARRIER <br />MINIMUM 2" ABOVE HARD SURFACE <br />OR MINIMUM 8" ABOVE FINAL <br />GRADE2" <br />. <br />8" <br />. <br />SILL PLATE <br />SEE STRUCT. <br />INTERIOR EXTERIOR <br />CEMENT BOARD @ <br />SHEAR WALL <br />BASE PER <br />FINISH <br />SCHEDULE <br />EXTERIOR CEMENT PLASTER O/ TWO WEATHER <br />BARRIER <br />SELF-ADHERING FLASHING <br />2 LAYERS OF WEATHER BARRIER <br />24 GA. STAINLESS STEEL UV METAL FLASHING <br />TO PROTECT WATERPROOFING <br />PLYWOOD SHEAR WHERE OCCURS <br />STUD SIZE <br />2X WOOD STUDS PER PLAN @ 16" O.C. <br />THERMAL BATT INSULATION <br />5/8" GYPSUM BOARD <br />EXTERIOR PLYWOOD SHEATHING <br />1" AIR GAP & WEATHER BARRIER <br />WALL TYPE 5.6 - INTERIOR SIDE OF WALL <br />TO HAVE CERAMIC WALL TILE O/ LATEX <br />PORTLAND CEMENT BOND COAT O/ TILE <br />BACKER BOARD) <br />FLASHING <br />CEMENT BOARD FILLER AS REQ. <br />CONCRETE SLAB & FOUNDATION PER <br />STRUCT. PLANS <br />EXTERIOR PLASTER <br />FINISH <br />GRADE <br />FINISH PER FINISH SCHEDULE <br />8" <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br />P.T. WOOD NAILER EMBEDDED IN CURB <br />EA. SIDE, STAGGERED <br />WALL CONSTRUCTION PER WALL TYPE <br />CASEWORK <br />1X4 CONT. WOOD SPACER <br />4x4 WOOD BLOCKING W/ A35 TOP AND BOTTOM @ <br />EA. END <br />1/4" LAG SCREWS @ 16" O.C., 2" MAX. FROM <br />EACH END. <br />SHEER WALL FRAMING PER S-2.1 <br />45 DEGREE ANGLE STUD <br />FRAMING: 4 BRACES PER PUNCH <br />OPENING, TYP. <br />TYPE X IMPACT RESISTANT GYP <br />@ WALL FACE, TYP. <br />5/8" TYPE X IMPACT RESISTANT <br />GYP @ OPENINGS INTERIOR, <br />PAINT P-4 "ROLLING HILLS <br />DE5606, EGGSHELL FINISH" TYP. <br />INFILL PUNCHED OPENINGS <br />WITH 5/8" IMPACT RESISTANT <br />GLASS EA. SIDE <br />SHEER WALL FRAMING PER <br />S-2.1 <br />5/8" IMPACT RESISTANT <br />TEMPERED GLASS EA. SIDE <br />TYPE X IMPACT RESISTANT <br />GYP @ WALL FACE, TYP. <br />45 DEGREE ANGLE STUD <br />FRAMING PER 10/A61.2 <br />45 DEGREE ANGLE STUD <br />FRAMING PER 10/A61.2 <br />PTD. WOOD TRIM. EA. SIDE, <br />ARCH AND OWNER TO <br />DETERMINE COLORS, TYP. <br />PTD. WOOD TRIM. EA. SIDE, <br />ARCH AND OWNER TO <br />DETERMINE COLORS, TYP. <br />R19 BATT INSULATION, TYP. <br />2X WOOD BLOCKING TO BE <br />SCREWED INTO 2X WOOD <br />BLOCKING@ TOP & BOTTOM <br />& 2X WOOD STUDS W/ #12 <br />W.S. @ 8" O.C. <br />2X WOOD BLOCKING TO BE <br />SCREWED INTO 2X WOOD <br />BLOCKING@ TOP & BOTTOM <br />& 2X WOOD STUDS W/ #12 <br />W.S. @ 8" O.C. <br />2X4 CROSS MEMBERS @ 24" O.C. <br />2X4 CONT. TREATED WOOD SPACER <br />WASHER <br />RESILIENT BASE <br />CASEWORK <br />P.T. 2X CONT. <br />10D @ 12" O.C. <br />#10 X 2 1/4" FH SCREWS AT 16" <br />O.C. AT 4" FROM ENDS. <br />1/2" DIA. HILTI KH-EZ WITH 2 1/2" NOM. <br />EMBDED PER ICC ESR-3027 @ 2' O.C. (4" <br />MAX FROM ENDS) <br />(ANCHOR TO BE STAINLESS STEEL OR <br />GALV. STEEL. <br />NOTE: <br />AT TALL CENTER CABINET : <br />- AT 3'-6" WIDE, 8'-0" TALL <br />CABINET, USE 1/2" Ø ANCHORS <br />NOTED ABOVE @12" O.C. MAX. <br />3" = 1'-0"2EXTERIOR WALL -PLASTER (W1) <br />3" = 1'-0"3INTERIOR WALL (M3.4) <br />3" = 1'-0"5TILE WALL (M6.4) <br />3" = 1'-0"6PLUMBING WALL (M6.6) <br />3" = 1'-0"4FURRING WALL (M7) <br />THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS <br />INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF <br />EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY <br />NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR <br />DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA <br />ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. <br />SCALE: <br />REVISIONS: <br />OW <br />N <br />E <br />R <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />CL <br />I <br />E <br />N <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 <br />T 949.809.3380 WWW.SVA-ARCHITECTS.COM <br />DATE ISSUED: <br />PROJECT NO: <br />As indicated <br />Issue Date <br />A61.2 <br />WALL TYPES & <br />DETAILS <br />#2022-40198 <br />CI <br />T <br />Y <br /> <br />O <br />F <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />DE <br />L <br />H <br />I <br /> <br />C <br />O <br />M <br />M <br />U <br />N <br />I <br />T <br />Y <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br />RE <br />N <br />O <br />V <br />A <br />T <br />I <br />O <br />N <br />50 <br />5 <br /> <br />E <br /> <br />C <br />e <br />n <br />t <br />r <br />a <br />l <br /> <br />A <br />v <br />e <br />, <br /> <br />U <br />n <br />i <br />t <br /> <br />B <br />, <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />WALL TYPE SCHEDULE <br />M6.6 3 5/8" 6 / A61.2 <br />M3.4 3 5/8" 16" O.C. 4 7/8" 3 / A61.2 <br />16" O.C.1' - 7" <br />M3.6 6" 16" O.C. 7 1//4" <br />TILE ONE SIDEM6.4 16" O.C. 5 3/8" 5 / A61.2 <br />TILE ONE SIDE <br />WALL <br />TYPE <br />STUD <br />SIZE <br />STUD <br />SPACING <br />OVERALL <br />WALL THK DETAIL COMMENTS <br />M3 INTERIOR PARTITION <br />WALL <br />TYPE <br />STUD <br />SIZE <br />STUD <br />SPACING <br />OVERALL <br />WALL THK DETAIL COMMENTS <br />M6 PLUMBING WALL <br />3 5/8" <br />M7.4 3 5/8" 4 / A61.216" O.C.4 1/4" <br />WALL <br />TYPE <br />STUD <br />SIZE <br />STUD <br />SPACING <br />OVERALL <br />WALL THK DETAIL COMMENTS <br />W7 FURRING WALL <br />WALL TYPE SYMBOL LEGEND3" = 1'-0"1INTERIOR PARTITION WALL <br />3" = 1'-0"8EXTERIOR BRICK VENEER WALL <br />3" = 1'-0"7BOTTOM TRACK AT EXT. PLASTER <br />3" = 1'-0"9TYP. ANCHORAGE @ WOOD STUD <br />M3.1 3 5/8" 16" O.C. 1' - 0" 1 / A61.2 <br />W1.6 2X6 16" O.C. 6 3/4"2 / A61.2 <br />WALL <br />TYPE <br />STUD <br />SIZE <br />STUD <br />SPACING <br />OVERALL <br />WALL THK DETAIL COMMENTS <br />W1 EXTERIOR WALL - PLASTER <br />3 / A61.2 <br />1. PROVIDE ADDITIONAL WALL BRACING AND / OR BRIDGING AS MAY BE REQUIRED FOR <br /> HEIGHT OF WALL. <br />2. ALL SHAFT WALLS SHALL BE FULL HEIGHT UNLESS NOTED OTHERWISE. <br />3. ALL WALLS SHALL BE FULL HEIGHT U.N.O.; SEE DETAIL 2/A-61.2 <br />4. WHERE NOTED, EXTEND WALLS 6" ABOVE FIN. CEILING U.N.O., SEE DETAIL 3/A-61.2 <br />6. ALL FIRE RATED WALLS SHALL TERMINATE AT STRUCTURE ABOVE UNLESS NOTED <br />OTHERWISE. ALL FIRE RATED WALLS SHALL COMPLY WITH CBC CHAPTER 7. <br />7. REFER TO SPECIFICATION DIVISIONS 22, 23 AND 26 FOR HVAC, PLUMBING, AND <br />ELECTRICAL PENETRATION OF WALLS. <br />8. REFER TO FLOOR PLAN FOR LOCATION OF RATED WALLS AND REFER TO SHEET A-61.2 <br />FOR HEAD OF WALL CONDITION OF ALL RATED WALLS. <br />9. AT TILED WALLS, STOP TILE AND BACKER BOARD AT CEILING, PROVIDE 5/8" TYPE "X" GYP. <br />BD. FOR REMAINING HEIGHT OF WALL <br />10. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACKING <br />PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL <br />CASEWORK, STAIR RAILINGS, TOILET ACCESSORIES, PARTITIONS AND ALL WALL MOUNTED <br />OR SUSPENDED MECHANICAL, ELECTRICAL, PLUMBING, AUDIO VISUAL, THEATRICAL AND <br />ANY OTHER EQUIPMENT. <br />11. ALL WALLS SHALL BE PER THE WALL TYPE SCHEDULE UNLESS NOTED OTHERWISE <br />GENERAL NOTES <br />1 1/2" = 1'-0"10PUNCHED OPENING DETAIL <br />DESCRIPTION DATE <br />1 1/2" = 1'-0"11PUNCHED OPENING SECTION <br />2 HR FIRE RATED <br />3" = 1'-0"12BASE ANCHORAGE @ FRONT <br />7/08/24 <br />505 E Central Ave <br />#B11/6/2024