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WALL TYPE PER PLAN <br />ANCHOR BOLT & 2X PT SILL PLATE <br />FIRE-RATED SEALANT @ FIRE-RATED WALLS, <br />ACOUSTICAL SEALANT @ NON-RATED WALLS <br />ACOUSTICAL INSULATION <br />WALL TYPE PER PLAN <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br /> <br />W <br />H <br />E <br />R <br />E <br /> <br />O <br />C <br />C <br />U <br />R <br />S <br />ROOF OR FLOOR FRAMING ABOVE <br />A52.4 <br />1 @ <br />RESTROOM & <br />TILE WALLS <br />OR <br />A52.4 <br />3 <br />4 <br />A52.4 <br />WALL TYPE PER PLAN <br />ROOF OR FLOOR FRAMING ABOVE <br />A52.4 <br />1 <br />(E) JOIST <br />@ <br />RESTROOM & <br />TILE WALLS <br />OR <br />4 <br />A52.4 <br />11/16" <br />STC TO EA. TRUSS OR DTC @ 48" O.C. <br />CONNECTION PER 3/S-3.1 <br />(E) DBL. 2x TOP PLATES <br />(ALT. 1x OVER 2x) <br />NON BEARING WALL <br />PIPE OR CONDUIT PENETRATION <br />COMPACTED SUBGRADE <br />VAPOR BARRIER - <br />STEGOWRAP 15 MIL <br />ADDITIONAL LAYER OF <br />STEGOWRAP AND TAPE <br />VAPOR RETARDER TO PIPE - <br />SEAL W/ STEGOTAPE <br />1' - 4" <br />PLYWOOD E.N. <br />ST22 AT 32" O.C. <br />4"x8" PLATE WITH 3/4" <br />DIAMETER x 12" A.B.'S AT 24" <br />O.C. ROOF SHEATHING <br />LB210, TYP. <br />SIMP. B1418, TYP. <br />TJI WEB STIFF. B/S OF WEB <br />(PER MFG. SPECS.) <br />ROOF SHEATHING <br />18" TJI AT 16" O.C. <br />2"x4" AT 16" O.C. <br />ONE HOUR WALL NOTES <br />FULL HEIGHT WALL TYP. U.N.O. <br />REFER TO THE FOLLOWING <br />CONFORM WITH REQUIREMENTS <br />1. UL DESIGN L587 OR APPROVED EQUAL <br />H2.5'S AT 16" O.C. <br />LAP 2"x4" & TJI'S & <br />FASTEN WITH (6)16D <br />COMMON NAILS TOTAL <br />2"x OR M=L BLOCK <br />WALL WHERE IT <br />OCCURS <br />TJI WEB STIFFENER B/S <br />OF WEB (PER MFG. <br />SPECIFICATIONS) <br />12 <br />" <br /> <br />M <br />I <br />N <br />. <br />ROOF E.N. <br />FASTEN CONTROL JOINT TO LATH <br />W/ S.S. TIE WIRES AT 9" O.C. <br />WIRE LATH W/ FURRING NAILS <br />PLYWOOD SHEATHING, SEE <br />STRUCTURAL DRAWINGS <br />2-PLY WEATHER BARRIER, SEE <br />SPECIFICATIONS <br />EXPANSION JOINT FASTEN TO LATH @ <br />9" O.C. W/ TIE WIRES <br />SOFFIT CEMENT PLASTER W/ FINISH O/ <br />WIRE LATH WHERE OCCURS, SEE <br />REFLECTED CEILING PLANS <br />EXTERIOR CEMENT PLASTER <br />STRUCTURAL WOOD MEMBER PER <br />STRUCTURAL DRAWINGS <br />SET CONTROL JOINTS IN A FULL BED OF <br />SEALANT 2" WIDE, COMPLETELY FILLING <br />BACK OF PROFILE. <br />FASTEN LATH TO <br />FRAMING AT 6" O.C. <br />SECTION VIEW <br />1' - 4" <br />PLYWOOD E.N. <br />ST22 AT 32" O.C. <br />4"x8" PLATE WITH 3/4" <br />DIAMETER x 12" A.B.'S AT 24" <br />O.C. ROOF SHEATHING <br />LB210, TYP. <br />SIMP. B1418, TYP. <br />TJI WEB STIFF. B/S OF WEB <br />(PER MFG. SPECS.) <br />ROOF SHEATHING <br />18" TJI AT 16" O.C. <br />AT SHEAR WALLS: <br />CONTINUE DRYWALL USE <br />TYPE X GYP. EA. SIDE UP TO <br />ROOF OR FLOOR FRAMING <br />ONE HOUR WALL NOTES <br />FULL HEIGHT WALL TYP. U.N.O. <br />REFER TO THE FOLLOWING <br />CONFORM WITH REQUIREMENTS <br />1. UL DESIGN L587 OR APPROVED EQUAL <br />1' - 4" <br />PLYWOOD E.N. <br />ST22 AT 32" O.C. <br />4"x8" PLATE WITH 3/4" <br />DIAMETER x 12" A.B.'S AT 24" <br />O.C. ROOF SHEATHING <br />LB210, TYP. <br />SIMP. B1418, TYP. <br />TJI WEB STIFF. B/S OF WEB <br />(PER MFG. SPECS.) <br />ROOF SHEATHING <br />18" TJI AT 16" O.C. <br />2X WOOD STUDS PER PLAN <br />@ 16" O.C. <br />BATT INSULATION <br />WHERE REQUIRED <br />5/8" GYPSUM BOARD <br />2X P.T.D.F SILL PLATE PER STRUCT. <br />TILE BACKERBOARD, SEE SPECS <br />LATEX PORTLAND CEMENT <br />MORTAR BOND COAT <br />CERAMIC WALL TILE <br />P.T. WOOD NAILER, EMBEDDED <br />IN CURB TYP. <br />SILL BOLT, SEE STRUCTURAL <br />DOWEL, SEE STRUCTURAL <br />MORTAR SET CERAMIC <br />TILE FLOOR <br />CO <br />N <br />C <br />. <br /> <br />C <br />U <br />R <br />B <br />7 <br />1 <br />/ <br />2 <br />" <br />STUD SIZE STUD SIZE <br />PER PLAN <br />VARIES <br />DEPRESSED SLAB, FOR <br />CONN. SEE DET. 9/A52.4 <br />SEE 6/A61.2 <br />2X WOOD STUDS PER PLAN @ 16" O.C. <br />INSULATION WHERE REQUIRED <br />5/8" GYPSUM BOARD <br />CO <br />N <br />C <br />. <br /> <br />C <br />U <br />R <br />B <br />6" <br />2X P.T.D.F SILL PER STRUCTURAL <br />TILE BACKERBOARD, SEE SPECS <br />LATEX PORTLAND CEMENT MORTAR BOND COAT <br />CERAMIC WALL TILE <br />P.T. WOOD NAILER EA. SIDE, STAGGERED <br />EMBEDDED IN CURB <br />SILL BOLT PER STRUCTURAL <br />DOWEL, SEE STRUCTURAL <br />MORTAR SET CERAMIC TILE FLOOR <br />1 <br />1 <br />/ <br />2 <br />" <br />CONC. CURB <br />DEPRESSED SLAB, FOR <br />CONN. SEE DET. 9/A52.4 <br />SEE 5/A61.2 <br />CEILING SUSPENSION <br />GRID <br />AIR DIFFUSER <br />DUCT WORK ABOVE <br />CEILING. DO NOT ATTACH <br />TO CEILING OR CEILING TO <br />DUCTWORK. <br />AIR DIFFUSER W/ (2) 12 GA <br />HANGER WIRES @ <br />ALTERNATE CORNERS TO <br />THE STRUCTURE ABOVE. <br />FIXTURE 56# OR LESS - <br />(2) SLACK 12GA. @ <br />ALTERNATE CORNERS <br />TO THE STRUCTURE <br />ABOVE. <br />FIXTURES 75# OR <br />MORE - (4) TAUT 12 GA. <br />WIRES <br />4'4 FIXTURES - (4) 12 GA <br />SLACK WIRES <br />PROVIDE 4- <br />ATTACHMENTS PER <br />FIXTURE TO CEILING GRID <br />(#8SMS, MINIMUM) <br />3 TURNS @ HANGER WIRE TYPICAL <br />@ EACH END <br />4 TURNS @ BRACE WIRES TYP. <br />@ EACH END <br />FOR CONNECTION TO <br />STRUCTURE SEE CONNECTION <br />ON DETAILS 4/A-63.1 & 7/A-63.1 <br />FOR CONNECTION TO <br />STRUCTURE SEE CONNECTION <br />ON DETAILS 7/A-63.1 & 17/A-52.1 <br />HANGER WIRE <br />BRACING WIRE <br />1 1/2" MAX. <br />10° TO 45° <br />3" <br /> <br />M <br />A <br />X <br />. <br />1/2" MAX. U.N.O. <br />#12 GAGE WIRE <br />#12 GAGE WIRE <br />1/ <br />2 <br />" <br /> <br />T <br />Y <br />P <br />1/2" TYP <br />HANGER AND BRACING WIRE <br />CONNECTION- TYPICAL WIRE TURNS <br />5/8" GYPSUM BOARD ON <br />1-1/2" METAL CHANNELS <br />SPACING <br />24" O.C. MAX <br />CEILING JOIST PER <br />1/A64.2 <br />NOTE: WALL-TO- <br />WALL SUSPENDED <br />CEILING SYSTEM <br />APPLICABLE <br />FOR SHORT SPANS <br />UP TO 14FT. PER <br />MANUF. <br />(2) # 10 @ FLANGE T & B <br />EA. END TYP. <br /># 10 @ EA. JOIST STUD <br />& (4) # 10 PER BLOCK, <br />TYP. <br />362S162-54 OR 1-1/2"x <br />33 MIL STRAP <br />TRACK BLOCKING TO <br />MATCH JOISTS. PLACE @ <br />72" O.C. MAX & @ EA. <br />END OF STRAP/STUD <br />TYP. <br />HANGER WIRE W/ <br />MIN. OF 3 TIGHT <br />TURNS IN 1 1/2" <br />1/4" HOLE <br />JOISTS PER STRUCTURAL <br />PLANS <br />2X WOOD BLOCKING <br />NOTE: SEE NAILING SCHEDULE PER STRUCTURAL PLANS <br />BRACING WIRE W/ <br />MIN. OF 4 TIGHT <br />TURNS IN 1 1/2", SEE <br />NOTE #16 <br />MI <br />N <br />. <br /> <br />D <br />I <br />M <br />. <br />4" <br />ACOUSTICAL <br />BOARD <br />RIGID POLYMER <br />TRACK <br />ST <br />A <br />N <br />D <br />A <br />R <br />D <br /> <br />T <br />H <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br />1 <br />3 <br />/ <br />4 <br />" <br />BASE SHELF <br />BASE BRACKET <br />NUT WITH WASHER <br />BASE SHELF <br />(SHOWN DASHED) <br />BASE BRACKET <br />BOTTOM <br />SPREADER <br />FRONT VIEW <br />3/8" DIA x 2-1/2" EMBEDMENT HILTI HUS- <br />EZ (ICC #3027) THRU BASE BRACKET <br />[SPECIAL INSPECTION REQUIRED] <br />7 7/8 <br />9 7/8" <br />7 7/8" <br />9 7/8" <br />SIDE VIEW <br />DRILL & EPOXY W/ HILTI <br />HIT-RE 500 V3 (ESR-3814) <br />DOWELS TO MATCH SLAB <br />REINF. SPACING & QUANTITY <br /> 2' - 0" LAP 5" <br /> 2-1/2" AT 5" THK. <br />SLAB ON GRADE <br />(E) SLAB ON GRADE(N) SLAB ON GRADE <br />SLAB ON GRADE <br />CONT. 1/2" TOOLED RADIUS TYPICAL <br />SELF-LEVELING SEALANT CONTINUOUS AS <br />REQUIRED TO MATCH EXISTING LAYOUT <br />CONT. NEOPRENE JOINT BACKER- <br />ROD (TYPICAL) AS REQUIRED TO <br />MATCH EXISTING LAYOUT <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 />A52.4 <br />WALL & FLOOR & <br />CLG. DTLS. <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 />3" = 1'-0"1TYP. BOTTOM TRACK CONNECTION <br />1 1/2" = 1'-0"2FULL-HEIGHT FRAMING <br />1 1/2" = 1'-0"3TRUSS TO NON-STRUCTURAL WALL3" = 1'-0"7TYPICAL SLAB PENETRATION <br />1 1/2" = 1'-0"6TYP. HEAD SHEAR WALL @ CORRIDOR <br />1 1/2" = 1'-0"12FLR/CLG. I-JOIST @ EXT. WALL <br />6" = 1'-0"13TYP. SOFFIT @ WALL 1 1/2" = 1'-0"9I-JOIST @ INT. WALL <br />1 1/2" = 1'-0"8TYP. HEAD @ 1 HR SHEAR WALL <br />3" = 1'-0"5PLUMBING WALL CURB <br />3" = 1'-0"4TILE WALL CURB <br />1 1/2" = 1'-0"14CEILING FIXTURE SLAG WIRES <br />3" = 1'-0"16HANGER & BRACING WIRE CONN. <br />1 1/2" = 1'-0"11GYPSUM BOARD CEILING @ RR.3" = 1'-0"15HANGER/BRACING WIRE @ ROOF <br />12" = 1'-0"17ACOUSTIC CEILING CLOUD <br />DESCRIPTION DATE <br />NOT USED 101 1/2" = 1'-0"18BOOKSHELF ATTACHMENT <br />1 1/2" = 1'-0"19CONN. TO EXIST. SLAB OR FTG. <br />7/08/24 <br />505 E Central Ave <br />#B11/6/2024