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R-19 BATT INSUL. AT EXT. <br />WALLS PER T-24 <br />FIN. PER FIN. SCHED., WRAP <br />DWN. AND O/ AT HEAD <br />PLYWOOD SHT'G. WHERE <br />OCCURS PER STRUCT. DWGS. <br />CONT. SEALANT FILLET <br />VERTICAL MULLION BEYOND <br />2X WOOD STUDS PER PLAN, <br />SEE STRUCT. DWGS. <br />HEADER PER STRUCT. DWGS. <br />DRIP EDGE (PRE- <br />FINISHED, TYP.)CORNER BEAD <br />ALUM. STOREFRONT HEAD <br />GLASS PER ELEVATION <br />SHIM AS REQ'D. - ATTACH PER <br />MANUF. RECOMM'S. <br />INTERIOREXTERIOR <br />CONT. SEALANT AND <br />BACKER ROD BETWEEN <br />FRAME AND SELF- <br />ADHERING FLASHING, TYP. <br />BOTH SIDES <br />SELF-ADHERED FLASHING, <br />LAP DOWN AND OVER <br />THROUGH ROUGH OPENING <br />SELF-ADHERED FLASHING <br />8-IN. WIDE, LAP OVER AND <br />DOWN ALUM. HEAD <br />FLASHING <br />CONTINUE WEATHER <br />BARRIER O/SELF-ADHERED <br />FLASHING O/VERTICAL LEG <br />OF DRIP EDGE <br />EXT. CEMENT PLASTER <br />& LATH O/WEATHER <br />BARRIER <br />CASING BEAD <br />(DEPTH OF PLASTER) <br />SHIM AS REQ'D. - ATTACH <br />PER MANUF. RECOMM'S. <br />R-19 BATT INSUL. AT EXT. <br />WALLS PER T-24 <br />FINISH PER FINISH SCHEDULE <br />PLYWOOD SHT'G. <br />WHERE OCCURS PER <br />STRUCT. DWGS.CONT. SEALANT AND <br />BACKER ROD <br />HARDY FRAME PER <br />STRUCTURAL 1/S-3.1 CORNER BEAD <br />INTERIOR @ LIRBARY <br />INTERIOR @ CORRIDOR <br />ALUM. STOREFRONT JAMB <br />CONT. SEALANT AND <br />BACKER ROD BETWEEN <br />FRAME AND SELF- <br />ADHERING FLASHING, TYP. <br />BOTH SIDES <br />1/4" GLASS PER <br />ELEV. <br />HORIZONTAL MULLION <br />BEYOND <br />TYP. EXISTING CMU <br />COLUMNS <br />(E) 4X4 <br />SHIM AS REQ'D. - ATTACH <br />PER MANUF. RECOMM'S. <br />R-19 BATT INSUL. AT EXT. <br />WALLS PER T-24 <br />FINISH PER FINISH SCHEDULE <br />PLYWOOD SHT'G. <br />WHERE OCCURS PER <br />STRUCT. DWGS. <br />CONT. SEALANT FILLET <br />2X WOOD STUDS PER PLAN, <br />SEE STRUCT. DWGS. <br />CORNER BEAD <br />INTERIOR <br />EXTERIOR <br />ALUM. STOREFRONT JAMB <br />BACKER ROD AND SEALANT <br />GLASS PER ELEV. <br />HORIZONTAL MULLION <br />BEYOND <br />SELF-ADHERED FLASHING, <br />LAP DWN AND O/ THRU <br />ROUGH OPNG. <br />CASING BEAD (DEPTH OF <br />PLASTER), TYP. AT JAMBS <br />EXT. CEMENT PLASTER & LATH <br />O/WEATHER BARRIER <br />CONTINUE WEATHER BARRIER <br />O/SELF-ADHERED FLASHING, <br />SEE SPECS. <br />SELF-ADHERED FLASHING <br />8-IN. WIDE, LAP DN. AND <br />OVER CASING BEAD, TYP. <br />STOREFRONT SILL <br />1/4" GLASS PER ELEVATION <br />VERTICAL MULLION BEYOND <br />SEAL AROUND BOLT <br />SEALANT <br />(E) CONCRETE <br />SLAB ON GRADE <br />3/8" DIA. HILTI KH-EZ WITH 2 1/2" <br />NOM. EMBED. @ 18" O.C. PER <br />ICC ESR-3027 <br />VERTICAL MULLION BEYOND <br />ALUM. STOREFRONT HEAD <br />1/4" GLASS PER ELEVATION <br />SHIM AS REQ'D. - ATTACH <br />PER MANUF. RECOMM'S. <br />INTERIORINTERIOR <br />CONT. SEALANT AND <br />BACKER ROD BETWEEN <br />FRAME AND ALUMINUM <br />HEAD MULLION. <br />STOREFRONT TO ALIGN <br />WITH EXISTING SOFFIT <br />(E) SOFFIT TO REMAIN <br />3 1/8X12 GLB PER 1/S-3.1 <br />ROOF FRAMING <br />BEYOND <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 />3" = 1'-0" <br />Issue Date <br />A52.3 <br />STOREFRONT <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 />3" = 1'-0"3TYP. STOREFRONT HEAD @ PLASTER <br />3" = 1'-0"5TYP. S.F. JAMB @ BRICK VENEER <br />3" = 1'-0"7TYP. STOREFRONT JAMB @ PLASTER <br />DESCRIPTION DATE <br />3" = 1'-0"13STOREFRONT SILL <br />3" = 1'-0"4TYP. STOREFRONT HEAD @ ROOF/SOFFITNOT USED 11 <br />NOT USED 8 <br />NOT USED 1 <br />NOT USED 12 <br />7/08/24 <br />505 E Central Ave <br />#B11/6/2024