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CITY PROJECT - 122 N Newhope St - REV 1 - Plan
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CITY PROJECT - 122 N Newhope St - REV 1 - Plan
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Last modified
2/14/2026 5:00:21 AM
Creation date
2/14/2026 5:00:05 AM
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Plan
Permit Number
20181614
20187816
30146654
30149839
40138647
40141206
101117571
101117572
101126304
Full Address
122 N Newhope St
Street Number
122
Street Direction
N
Street Name
Newhope
Street Suffix
St
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E <br />ALUMINIUM THRESHOLD <br />REFER <br />TO HARDWARE SCHEDULE <br />C <br />FLOORING PER FINISH <br />SCHEDULE <br />1/ <br />4 " <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 />ALUMINIUM THRESHOLD <br />REFER <br />TO HARDWARE SCHEDULE <br />B <br />EXTERIOR FLOOR FINISH, <br />WHERE OCCURS <br />1/ <br />4 <br />" <br />CARPET (WHERE OCCURS SEE <br />SCHEDULE) <br />VCT WHERE OCCURS PER <br />FINISH SCHEDULE <br />CERAMIC TILE <br />FINISH FLOOR <br />RE <br />C <br />E <br />S <br />S <br />E <br />D <br />S <br />L <br />A <br />B <br />F <br />VCT / CONC WHERE <br />OCCURS <br />PER FINISH SCHEDULE <br />ROPPE TILE CARPET <br />REDUCER, SLOPE 2:1 MAX. <br />CARPET WHERE OCCURS <br />SCHLUTER-SCHIENE AE-100 <br />OR AS REQUIRED TO <br />ACCOMODATE TILE <br />THICKNESS <br />D <br />RESILIENT FLOORING <br />PER FINISH SCHEDULE <br />ROPPE REDUCER STRIP AS <br />REQUIRED TO ACCOMODATE <br />FLOORING THICKNESS <br />CONCRETE / VCT <br />SET IN MASTIC <br />AT EXTERIOR <br />1/ <br />4 <br />" <br />VCT WHERE OCCURS <br />PER FINISH SCHEDULE <br />ROPPE TRANSITION <br />STRIP <br />VCT/CONC WHERE OCCURS <br />G <br />3" <br />EXTERIOR FLOOR FINISH, <br />WHERE OCCURS <br />SET IN MASTIC <br />AT EXTERIOR <br />TRANSTION STRIP, SLOPE 2:1 <br />MAX. <br />3/ <br />8 <br />" <br />3/ <br />8 <br />" <br />FINISH FLOOR <br />FINISH FLOOR <br />1/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />1/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />1/ <br />4 <br />" <br />BEVELED 2:1 <br />MAX., TYP. <br />BEVELED 2:1 <br />MAX., TYP.1/ <br />4 <br />" <br />1/ <br />2 <br />" <br /> <br />M <br />A <br />X <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 /> <br />M <br />A <br />X <br />. <br />3/ <br />8 <br />" <br />BEVELED 2:1 <br />MAX., TYP. <br />BEVELED 2:1 <br />MAX., TYP. <br />BEVELED AT <br />1 <br />2 <br />ALUMINIUM THRESHOLD <br />REFER <br />TO HARDWARE SCHEDULE <br />H <br />CARPET (WHERE OCCURS SEE <br />SCHEDULE) <br />1/ <br />4 <br />" <br />CARPET (WHERE OCCURS SEE <br />SCHEDULE) <br />BEVELED 2:1 <br />MAX., TYP.1/ <br />4 <br />" <br />1/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />. <br />GLASS PER ELEVATION <br />ALUMINUM STILE <br />ALUMINUM THRESHOLD <br />STOREFRONT VERTICAL <br />MULLION BEYOND <br />FLOORING BY DISTRICT <br />1/ <br />2 <br />" <br />1/ <br />4 <br />" <br /> <br />M <br />A <br />X <br />. <br />BEVELED 2:1, TYP. <br />(N) INTERIOR <br />CONCRETE SLAB <br />(N) EXTERIOR CONCRETE <br />SLAB (4" W/ #4 BAR @ 16" <br />O.C.) <br />PROVIDE #4 DOWELS @ <br />32" O.C. BETWEEN NEW <br />INTERIOR SLAB AND (N) <br />EXTERIOR PAVEMENT <br />1/ <br />4 <br />" <br /> <br />M <br />A <br />X <br />1/ <br />4 <br />" <br /> <br />M <br />A <br />X <br />ALUMINUM DOOR MEDIUM <br />STILE <br />DOOR GLASS PER <br />ELEVATION <br />DOOR STOP FOR CONCEALED <br />CLOSER <br />ALUM. STOREFRONT DOOR HEAD <br />VERTICAL MULLION BEYOND <br />GLASS PER ELEVATION <br />INTERIOR EXTERIOR <br />ALUMINUM STOREFRONT <br />VERTICAL MULLION <br />GLASS PER <br />ELEVATION <br />HORIZONTAL MULLION <br />BEYOND <br />DOOR STOP & SEAL BY <br />STOREFRONT MANUFACTURER <br />GLASS PER ELEVATION <br />1"ALUMINUM DOOR W/ MEDIUM <br />STILE <br />INTERIOR <br />EXTERIOR <br />TYPICAL HOLLOW METAL FRAME <br />SNAP IN JAMB BRACKET <br />PRE-DRILLED SCREW HOLES <br />FOR (3) EACH SIDE #12 S.M.S. <br />INTO SIDE OF JAMB STUDS <br />PRE DRILLED HOLE FOR WALL <br />ANCHORS <br />NAILING FLANGE ON <br />EXTERIOR <br />DO <br />O <br />R <br /> <br />OP <br />E <br />N <br />I <br />N <br />G <br />WALL PER PLAN <br />HEAD JAMB FRAMING PER STRUCT. <br />HOLLOW METAL FRAME, <br />PAINT FINISH <br />DOOR AS SCHEDULED <br />WALL TYPE <br />VARIES PER <br />INTERIOR INTERIOR <br />FINISH PER FINISH SCHEDULE <br />TYP. INSULATION AT INT. WALLS <br />1 3/4" VARIES 1 3/4" <br />2" <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />5/ <br />8 <br />" <br />1/2" TYP. <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 />COOR.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 />PER SLAB PLAN <br />1 <br />1 <br />/ <br />2 <br />" <br />1/ <br />4 <br />" <br />2% SLOPE <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 />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 />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 />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 />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 />4 <br />A61.1 <br />NOTE: SUBMIT SHOP DRAWINGS AND <br />VERIFY INSTALLATION W/ MFG REQ'S. TO <br />ENSURE FULL WARRANTY <br /> 3/4" <br />AIR AND MOISTURE BARRIER <br />PROTECTION PER WALL ASSEMBLY <br />TO LAP OVER FLASHING. <br />#10 @ 12" O.C. <br />DRIP EDGE FLASHING <br />BACKER ROD AND SEALANT <br />BACKER ROD AND SEALANT W/ WEEPS <br />AIR AND MOISTURE BARRIER ROUGH <br />OPENING PROTECTION TO EXTEND <br />FULL DEPTH OF OPENING <br />WINDOW PER SCHEDULE <br />FINISH PER <br />SCHEDULE <br />CONT. SEALANT <br />FILLET <br />AIR AND MOISTURE BARRIER ROUGH <br />OPENING PROTECTION TO EXTEND <br />FULL DEPTH OF OPENING OVER <br />BLOCKING <br />AIR AND MOISTURE BARRIER <br />PROTECTION PER WALL <br />ASSEMBLY SEE DET. <br />4 <br />A61.1 <br />"J" MOLD <br />GA. SHEET METAL FLASHING <br />WINDOW PER SCHEDULE <br /> 3/4" <br />BACKER ROD AND SEALANT <br />CONT. SEALANT <br />FILLET <br />FINISH PER <br />SCHEDULE <br />NOTE: SUBMIT SHOP DRAWINGS AND <br />VERIFY INSTALLATION W/ MFG REQ'S. TO <br />ENSURE FULL WARRANTY <br />#10 @ 12" O.C. <br />AIR AND MOISTURE BARRIER ROUGH <br />OPENING PROTECTION TO EXTEND <br />FULL DEPTH OF OPENING OVER <br />BLOCKING <br />AIR AND MOISTURE BARRIER <br />PROTECTION PER WALL <br />ASSEMBLY SEE DET. <br />4 <br />A61.1 <br />"J" MOLD <br />GA. SHEET METAL FLASHING <br />WINDOW PER SCHEDULE <br /> 3/4" <br />BACKER ROD AND SEALANT <br />CONT. SEALANT <br />FILLET <br />SHIM AS REQ. <br />FINISH PER <br />SCHEDULE <br />NOTE: SUBMIT SHOP DRAWINGS AND <br />VERIFY INSTALLATION W/ MFG REQ'S. TO <br />ENSURE FULL WARRANTY <br />(2) #10 @ 12" O.C. <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 />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 />3" = 1'-0"2THRESHOLD DETAILS <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 />07/08/24 <br />A52.2 <br />DOOR & WINDOW <br />DETAILS <br />2022-40123 <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 />NE <br />W <br />H <br />O <br />P <br />E <br /> <br />L <br />I <br />B <br />R <br />A <br />R <br />Y <br />MO <br />D <br />E <br />R <br />N <br />I <br />Z <br />A <br />T <br />I <br />O <br />N <br />12 <br />2 <br /> <br />N <br />. <br /> <br />N <br />E <br />W <br />H <br />O <br />P <br />E <br /> <br />S <br />T <br />. <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />3" = 1'-0"4STOREFRONT DOOR THRESHOLD <br />3" = 1'-0"6STOREFRONT DOOR HEAD <br />3" = 1'-0"5STOREFRONT DOOR JAMB <br />1 1/2" = 1'-0"3H.M. DOOR FRAME JAMB ANCHORS 3" = 1'-0"1H.M. HEAD FRAME AT INTERIOR6" = 1'-0"7TILE TO CARPET TRANS. @ RESTROOMS <br />1 1/2" = 1'-0"8PUSH BUTTON DOOR OPERATOR <br />3" = 1'-0"9H.M. DOOR THRESHOLD @ CONC. SLAB <br />3" = 1'-0"10HOLLOW METAL JAMB @ EXT. PLASTER <br />3" = 1'-0"11HOLLOW METAL HEAD @ EXT. PLASTER <br />3" = 1'-0"12H.M. FRAME HEAD & JAMB @ INT. <br />3" = 1'-0"13DOOR THRESHOLD AT SLAB ON GRADE <br />3" = 1'-0"14WINDOW HEAD <br />3" = 1'-0"15WINDOW JAMB <br />3" = 1'-0"16WINDOW SILL <br />3" = 1'-0"17EXTERIOR DOOR THRESHOLD FLASHING <br />12" = 1'-0"18VCT TO CONCRETE TRANSITION <br />OMIT <br />OMIT <br />DESCRIPTION DATE <br />1 ASI #01 04/09/25 <br />3 ASI #03 07/02/25 <br />OMIT
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