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R-19 BATT INSULATION <br />AT EXTERIOR WALLS <br />PER T-24 <br />EXT. CEMENT PLASTER <br />& LATH O/ WEATHER <br />BARRIER <br />CASING BEAD (DEPTH OF PLASTER), <br />PAINT TO MATCH DOOR FRAME <br />CONTINUE WEATHER BARRIER <br />O/SELF-ADHERED FLASHING <br />HOLLOW METAL FRAME, SEE <br />DETAIL 5/- FOR ANCHORAGE <br />WEATHER SEAL <br />DOOR PER SCHED. <br />CONT. SEALANT & BACKER ROD <br />1/2" MIN.5/8" <br />2"DOOR <br />OPENING <br />1/ <br />2 <br />" <br /> <br />T <br />Y <br />P <br />. <br />1 <br />9 <br />/ <br />1 <br />6 <br />" <br /> <br />V <br />A <br />R <br />I <br />E <br />S <br /> <br />1 <br /> <br />1 <br />5 <br />/ <br />1 <br />6 <br />" <br />SHIM AS REQUIRED <br />SEFL-ADHERED FLASHING 8-IN. WIDE, <br />LAP DN. AND O/ CASING BEAD <br />3/8" <br />FRAMING PER <br />STRUCT. DWGS. <br />PLYWOOD SHT'G. <br />WHERE OCCURS <br />PER STRUCT. <br />DWGS. <br />DO <br />O <br />R <br />OP <br />E <br />N <br />I <br />N <br />G <br />1 9/16" VARIES 1 15/16" <br />2" <br />5/ <br />8 <br />" <br />1/2" TYP. <br />R-19 BATT INSUL. AT EXT. WALLS <br />PER T-24 <br />EXTERIOR CEMENT PLASTER & LATH <br />O/WEATHER BARRIER <br />CASING BEAD (DEPTH OF <br />PLASTER), PAINT TO MATCH <br />DOOR FRAME <br />CONTINUE WEATHER BARRIER O/ <br />SELF-ADHERED FLASHING <br />O/VERTICAL LEG OF DRIP EDGE <br />H.M. FRAME - SEE DTL. 5 / - FOR <br />ANCHORAGE <br />WEATHER SEAL <br />DOOR PER SCHEDULE <br />DRIP EDGE <br />SHIM AS REQUIRED <br />STUD FRAME HEADER PER <br />STRUCT. DWGS. <br />PLYWOOD SHT'G. WHERE <br />OCCURS PER STRUCT. DWGS. <br />TYP. HOLLOW METAL FRAME <br />SNAP IN JAMB BRACKET <br />PRE-DRILLED SCREW HOLES <br />FOR (3) EACH SIDE #12 WOOD <br />SCREWS INTO SIDE OF JAMB STUDS <br />MIN. 3 PER EACH JAMB FOR DOORS <br />UP TO 7'-0" IN HEIGHT -36" O.C. W/ 6 <br />FROM TOP AND BOTTOM OF DOOR) <br />PRE DRILLED HOLE FOR CONC. <br />WALL ANCHORS <br />NAILING FLANGE ON EXT. <br />DO <br />O <br />R <br /> <br />OP <br />E <br />N <br />I <br />N <br />G <br />1/2" TYP. <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />5/ <br />8 <br />" <br />2" <br />1 9/16"VARIES 1 15/16" <br />WALL TYPE PER PLAN <br />JAMB/HEAD FRAMING <br />PER STRUCT. DWGS. <br />HOLLOW METAL FRAME; SEE <br />DTL. 5/- FOR ANCHORAGE <br />ACOUSTICAL SEAL <br />AS REQ'D. - REFER <br />TO DR. SCHED. <br />DOOR PER SCHEDULE <br />WALL TYPE <br />VARIES PER <br />SNAP IN STEEL <br />ANCHOR AT JAMB <br />D <br />SET IN MASTIC <br />AT EXTERIOR <br />ALUMINIUM THRESHOLD <br />REFER TO HARDWARE <br />SCHEDULE <br />A <br />EXTERIOR FLOOR FINISH, <br />1/ <br />4 <br />" <br />VCT / CONC. WHERE OCCURS <br />PER FINISH SCHEDULE <br />ROPPE TILE CARPET REDUCER, <br />SLOPE 2:1 MAX. <br />CARPET WHERE OCCURS <br />E <br />VCT WHERE OCCURS <br />PER FINISH SCHEDULE <br />ROPPE TRANSITION STRIP <br />VCT / CONC. WHERE OCCURS <br />PER FINISH SCHEDULE <br />1/ <br />2 <br />" <br /> <br /> <br />M <br />A <br />X <br />. <br />1/ <br />4 <br />" <br />BEVELED 2:1, <br />MAX., TYP. <br />BOTH SIDES 1/ <br />4 <br />" <br />1/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />. <br />C <br />RESILIENT FLOORING <br />PER FINISH SCHEDULE <br />ROPPE REDUCER STRIP AS <br />REQUIRED TO ACCOMODATE <br />FLOORING THICKNESS <br />CONCRETE/VCT <br />1/ <br />4 <br />" <br />3/ <br />8 <br />" <br />FINISH FLOOR <br />BEVELED 2:1 <br />MAX., TYP. <br />G <br />VCT WHERE OCCURS, <br />PER FINISH SCHEDULE <br />CERAMIC TILE <br />FINISH FLOOR <br />RE <br />C <br />E <br />S <br />S <br />E <br />D <br /> <br />SL <br />A <br />B <br />SCHLUTER-SCHIENE <br />AE-100 OR AS REQUIRED <br />TO ACCOMODATE TILE <br />THICKNESS <br />2 <br />1 <br />/ <br />2 <br />" <br />TILE REDUCER, <br />SLOPE 2:1 MAX. <br />3/ <br />8 <br />" <br />ALUMINIUM THRESHOLD <br />REFER TO HARDWARE <br />SCHEDULE <br />B <br />FLOORING PER FINISH <br />SCHEDULE <br />SET IN MASTIC <br />AT EXTERIOR <br />EXTERIOR FLOOR FINISH, <br />WHERE OCCURS <br />FINISH FLOOR <br />3/ <br />8 <br />" <br />1/ <br />4 <br />" <br />1/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />. <br />1/ <br />4 <br />" <br />BEVELED <br />2:1, TYP. <br />F <br />CONCRETE <br />3/ <br />8 <br />" <br />FIBER CEMENT PANEL <br />SYST. O/ WEATHER <br />BARRIER <br />WEATHER BARRIER <br />HOLLOW METAL FRAME, SEE <br />DETAIL 5/- FOR ANCHORAGE <br />WEATHER SEAL <br />DOOR PER SCHEDULE <br />CONT. SEALANT & BACKER ROD <br />1/2" MIN.5/8" <br />2"DOOR <br />OPENING <br />1/ <br />2 <br />" <br /> <br />T <br />Y <br />P <br />. <br />1 <br />9 <br />/ <br />1 <br />6 <br />" <br />VA <br />R <br />I <br />E <br />S <br />1 <br />1 <br />5 <br />/ <br />1 <br />6 <br />" <br />SHIM AS REQUIRED <br />FRAMING PER <br />STRUCT. DWGS. <br />R-19 BATT INSULATION <br />AT EXTERIOR WALLS <br />PER T-24 <br />J-TRIM, PAINT TO MATCH <br />DOOR FRAME <br />PLYWOOD SHT'G. <br />WHERE OCCURS PER <br />STRUCT. DWGS. <br />DO <br />O <br />R <br />OP <br />E <br />N <br />I <br />N <br />G <br />1 9/16"VARIES 1 15/16" <br />2" <br />5/ <br />8 <br />" <br />1/2" TYP. <br />R-19 BATT INSULATION AT <br />EXTERIOR WALLS PER T-24 <br />FIBER CEMENT PANEL SYS. O/ <br />WEATHER BARRIER <br />CONTINUE WEATHER BARRIER O/ <br />SELF-ADHERED FLASHING <br />O/VERTICAL LEG OF DRIP EDGE <br />HOLLOW METAL FRAME, SEE <br />DETAIL 5/- FOR ANCHORAGE <br />WEATHER SEAL <br />DOOR PER SCHEDULE <br />DRIP EDGE <br />SHIM AS REQUIRED <br />1/ <br />2 <br />" <br />CL <br />R <br />. <br />1/ <br />4 <br />" <br />PLYWOOD SHT'G. WHERE <br />OCCURS PER STRUCT. DWGS. <br />STUD FRAME <br />HEADER PER <br />STRUCT. DWGS. <br />SHIM AS REQUIRED <br />CONT. SEALANT <br />CORNER BEAD <br />ATTACH HEAD <br />TRACK PER MANUF. <br />RECOMM'S. <br />WALL TYPE PER PLAN <br />CLASSROOM CORRIDOR <br />CONT. SEALANT AND <br />BACKER ROD <br />CONT. SEALANT <br />CORNER BEAD <br />ATTACH JAMB PER <br />MANUF. RECOMM'S. <br />EDGE OF SADDLE SILL <br />BELOW (BEYOND) <br />FRAMING PER <br />STRUCT. DWGS. <br />SHIM AS REQUIRED <br />CORRIDOR <br />CLASSROOM <br />CONT. SEALANT AND <br />BACKER ROD <br />WALL TYPE PER PLAN <br />DOOR PER SCHED.HOLLOW METAL <br />FRAME, BEYOND <br />TOP OF SLAB 2% MAX. SLOPE <br />1/ <br />4 <br />" <br /> <br />M <br />A <br />X <br />. <br />2 <br />1 MAX <br />4" <br />MA <br />X <br />. <br />I/ <br />2 <br />" <br />VE <br />R <br />T <br />. <br />SHT. MTL. PAN FLASH. <br />SET IN SEALANT - <br />TURN LEG PARALLEL <br />TO FACE OF SLAB - <br />SEE DTL. 6 / - <br />BACKER ROD & <br />SEALANT O/ <br />EXPANSION JOINT <br />ALUM. DR. SHOE <br />W/ DRIP <br />WEATHERSTRIP ALUM. DR. THRESHOLD <br />COMPLIANT W/ CURRENT <br />ACCESSIBILITY STDS. - <br />ALIGN W/ INSIDE FACE <br />OF DR. FRAME <br />END DAM <br />THRESHOLD @ <br />DOORWAYS, <br />SHALL BE 1/2-IN. <br />HIGH MAX., PER <br />SEC. 11B-404.2.5 <br />JOINT SEALANT <br />O/ PRE-MOLDED <br />E.J. FILLER, PER <br />LAND. DWGS. <br />CONC. <br />PAVING, PER, <br />LANDSCAPE <br />DWGS. <br />1/2" <br />NEOPRENE <br />REINFORCEMENT LAP <br />2-IN. MIN. O/ VERT. <br />PAN FLASH. LEG <br />FIN. FLR'G., PER FIN. <br />PLAN & SCHED. <br />4" <br />4" <br />1 1/2" <br />1/4" <br />VARIES W/ DOOR SIZE <br />NOTCH DR. FRAME <br />AT VERT. FLASH. LIP - <br />PROVIDE SEALANT <br />AT NOTCH <br />24 GA. G.I. PAN <br />INSTALLED PRIOR TO <br />DR. INSTALLATION - <br />SET IN FULL BED OF <br />MASTIC <br />SOLDER ALL <br />SEAMS - TYP. <br />EXTERIOR FINISH, <br />PER LANDSCAPE <br />BLACK GRANITE <br />THRESHOLD <br />H.M. DOOR PER <br />DR. SCHEDULE <br />FINISH PER <br />SCHEDULE <br />4" <br />TILE FIN. FLOOR, PER <br />FIN. PLAN & SCHED. <br />CORR.RESTRM. <br />1/ <br />2 <br />" <br />1/2" <br />1/ <br />4 <br />" <br />1/ <br />4 <br />" <br />DEPRESSED SLAB, <br />FOR CONN. SEE DET. <br />9/A52.4 <br />1 <br />1 <br />/ <br />2 <br />" <br />BLACK GRANITE <br />THRESHOLD <br />H.M. DOOR PER <br />DR. SCHEDULE <br />CARPET, PER FIN. <br />PLAN & SCHED. <br />TILE FIN. FLOOR, PER <br />FIN. PLAN & SCHED. <br />ADMIN.RESTRM. <br />1/ <br />2 <br />" <br />1/2" <br />1/ <br />4 <br />" <br />1/ <br />4 <br />" <br />4" <br />DEPRESSED SLAB, <br />FOR CONN. SEE DET. <br />9/A52.4 <br />1 <br />1 <br />/ <br />2 <br />" <br />EXPOSED CONC. <br />FLR'G., PER FIN. <br />SCHED. <br />VCT PLANK <br />FLR'G., PER <br />FIN. SCHED. <br />DOOR, PER DR. <br />SCHED. <br />'ROPPE' "#168" - BINDER- <br />BAR EDGING FOR <br />RESILENT FLR'G - ADA <br />COMPLIANT OR EQ. <br />ELEVATOR HOISTWAY FRAME AND DOOR <br />PER MANUFACTURER - LISTED FOR 90 <br />MINUTES <br />WALL PER PLAN <br />FI <br />N <br />I <br />S <br />H <br />E <br />D <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br />SHAFT, SEE <br />PLAN <br />SEALANT <br />NOTE: <br />*APPLY NON-STRUCTURAL SHEATHING TO ALL <br />EXTERIOR SURFACES WHERE STRUCTURAL <br />SHEATHING DOES NOT OCCUR. FOR STRUCTURAL <br />SHEATHING SEE STRUCTURAL DRAWINGS. REFER TO <br />NAILING SCHEDULE AT SHEET SN-2 <br />PLYWOOD SHEATHING PER <br />PER STRUCTURAL DRAWINGS* <br />5/8" TYPE 'X' GYP. BD. <br />J MOLD <br />PORTLAND CEMENT PLASTER <br />OVER METAL LATH OVER <br />WEATHER RESISTIVE BARRIER <br />FRAME AND TRIM BEYOND <br />DOOR PER SCHEDULE <br />ALUMINUM DOOR DRIP WITH WEATHERSTRIP <br />ALUMINUM DOOR THRESHOLD FASTENED WITH <br />EXPANDING METAL ANCHORS, SET IN TWO <br />CONTINUOUS BEDS OF NEOGARD URETHANE SEALANT <br />ALUMINUM SILL COVER <br />24 GA. STAINLESS STEEL SILL PAN, FULLY SOLDERED <br />WATERTIGHT AND SET IN FULL BED OF SEALANT <br />SLAB ON GRADE PER CIVIL AND <br />LANDSCAPE DRAWINGS. (FLUSH <br />WITH F.F. AT ENTRY DOORS) <br />BACKER ROD, SEALANT AND 1/2" <br />THICK FOAM EXPANSION BOARD <br />WATERPROOFING MEMBRANE PER SPECS - <br />CONTINUE WATERPROOFING UNDER SILL PAN INTO SILL <br />FINISH FLOOR <br />DRAIN MAT <br />PRESS <br />TO OPERATE <br />DOOR <br />4" MIN. <br />F.F. <br />44 <br />" <br /> <br />M <br />A <br />X <br />. <br />30 <br />" <br /> <br />M <br />I <br />N <br />. <br />8" <br /> <br />M <br />A <br />X <br />. <br />7" <br /> <br />M <br />I <br />N <br />. <br />4" MIN.4" MIN. <br />4" MIN. <br />4" <br /> <br />M <br />I <br />N <br />. <br />4" <br /> <br />M <br />I <br />N <br />. <br />PRESS <br />TO OPERATE <br />DOOR <br />PUSH PLATES SHALL DISPLAY <br />THE INTERNATIONAL SYMBOL <br />OF ACCESSIBILITY (ISA) <br />COMPLYING WITH CBC <br />11B-703.7. THE SYMBOL SHALL <br />CONSIST OF A WHITE FIGURE <br />ON BLUE BACKGROUND PER <br />CBC 11B-703.7.2.1. <br />BACKGROUND COLOR -BLUE <br />COLOR SHALL BE 15090 PER <br />FED. STD. 595C <br />SEE PLAN FOR LOCATION <br />PER CBC 11B-404.2.9 <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 />A62.1 <br />DOOR 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 />3" = 1'-0"1HOLLOW METAL JAMB @ EXT. PLASTER <br />3" = 1'-0"2HOLLOW METAL HEAD @ EXT. PLASTER <br />1 1/2" = 1'-0"5H.M. DOOR FRAME JAMB ANCHORS <br />3" = 1'-0"6H.M. FRAME HEAD & JAMB @ INT. <br />3" = 1'-0"17THRESHOLD DETAILS <br />3" = 1'-0"3HOLLOW METAL JAMB @ FIBER CEMENT <br />3" = 1'-0"4HOLLOW METAL HEAD @ FIBER CEMENT3" = 1'-0"8NANAWALL DOOR HEAD @ INT. <br />3" = 1'-0"7NANAWALL DOOR JAMB @ INT. <br />3" = 1'-0"10H.M. DOOR THRESHOLD @ CONC. SLAB <br />3" = 1'-0"11EXTERIOR DOOR THRESHOLD FLASHING <br />6" = 1'-0"14TILE TO VCT TRANSITION @ RESTROOMS <br />6" = 1'-0"15TILE TO CARPET TRANS. @ RESTROOMS <br />12" = 1'-0"13VCT TO CONCRETE TRANSITION <br />3" = 1'-0"12DOOR HEAD AT STUD <br />3" = 1'-0"9DOOR THRESHOLD AT SLAB ON GRADE <br />1 1/2" = 1'-0"16PUSH BUTTON DOOR OPERATOR <br />DESCRIPTION DATE <br />7/08/24 <br />505 E Central Ave <br />#B11/6/2024