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F <br />M <br />A <br />A <br />B <br />B <br />C <br />C <br />D <br />D <br />E <br />E <br />F <br />1 1 <br />2 2 <br />3 3 <br />4 4 <br />5 5 <br />1/4" / 1'-0" <br />1/4" / 1'-0" <br />230000.B <br />230000.B <br />230000.B <br />151 <br />151 <br />151 <br />230000.I <br />075520.A075520.A <br />075520.A075520.A <br />075520.C <br />130000.B <br />1 <br />A14.1 <br />- <br />--- <br />075520.C <br />10 <br />A14.0 <br />4 <br />A14.0 <br />075520.C <br />075520.C <br />075520.C <br />230000.A <br />230000.J230000.J <br />230000.J230000.J <br />230000.J <br />230000.J <br />230000.J230000.J <br />075520.C <br />230000.D <br />077200.A <br />151 <br />5' - 1 3/4" <br />4' <br /> <br />- <br /> <br />6 <br />" <br />8' - 2 1/2" <br />10 <br />' <br /> <br />- <br /> <br />5 <br /> <br />3 <br />/ <br />4 <br />" <br />171 <br />171 <br />171 <br />171 <br />171 171 <br />171 171 <br />4 <br />A62.1 <br />6 <br />A62.1 <br />2' <br /> <br />- <br /> <br />8 <br /> <br />1 <br />/ <br />4 <br />" <br />3 <br />A14.0 <br />- <br />--- <br />4 <br />A14.0 <br />3 <br />3' - 0" <br />3' <br /> <br />- <br /> <br />0 <br />" <br />3' - 0" <br />3' <br /> <br />- <br /> <br />0 <br />" <br />230000.M <br />- <br />--- <br />079700.A079700.A <br />13 <br />A62.1 <br />A <br />A <br />B <br />B <br />C <br />C <br />D <br />D <br />E <br />E <br />F <br />F <br />1 1 <br />2 <br />3 3 <br />4 4 <br />5 5 <br />4 1/2" / 1'-0" <br />1/4" / 1'-0" <br />1/4" / 1'-0" <br />1/4" / 1'-0" <br />150 <br />151 <br />157 <br />151 <br />151 <br />152 <br />153 <br />060 <br />153 <br />158 <br />158 <br />060060 <br />060 <br />159 <br />060 <br />164 <br />079600.A079600.A <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 />A13.0 <br />ROOF <br />IMPROVEMENT <br />AND DEMOLITION <br />PLANS <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 />1/8" = 1'-0"2IMPROVEMENT -ROOF PLAN <br />1/8" = 1'-0"1DEMOLITION -ROOF PLAN <br />NOTE: REFER TO MECHANICAL DRAWINGS FOR <br />ADDITIONAL INFORMATION OF SCOPE OF WORK <br />NOTE: REFER TO M40.6 FOR ADDITIONAL INFORMATION <br />OF SCOPE OF MECHANICAL ROOF WORK <br />060 DEMOLISH EXISTING BUILT-UP GRAVEL ROOF, ALL <br />DAMAGED AND REMOVED SHEATHING TO BE <br />REPLACED, TYP. <br />150 EXISTING ROOF HATCH, TO BE REMOVED IN ITS <br />ENTIRETY <br />151 EXISTING ROOF DRAIN TO BE REMOVED/REPLACED. <br />EXISTING DRAIN LINES TO REMAIN. EACH DRAIN TO <br />RECEIVE NEW ZURN ROOF DRAIN UNIT AND DOME <br />(RD 2150 OR EQUAL. OVERFLOW SCUPPERS TO <br />REMAIN WITH NEW FLASHING FROM TAPERED RIGID <br />INSULATION TO SCUPPER, TYP. <br />152 MECHANICAL EQUIPMENT AND CONCRETE PAD TO <br />BE REMOVED IN ITS ENTERITY <br />153 (E) GATE TRELLIS, POSTS, LOW CMU WALL, AND ALL <br />FOOTINGS ASSOCIATED WITH EXISTING TRELLIS TO <br />BE REMOVED IN ITS ENTERITY, PREP AREA FOR <br />INSTALLATION OF (N) SHADE CANOPY. PATCH AND <br />REPAIR CONCRETE WHERE NEEDED <br />157 EXISTING ROOF DRAIN TO BE REMOVED IN ITS <br />ENTERITY <br />158 EXISTING CONCRETE PARAPET WALL, TO BE <br />PROTECTED-IN-PLACE,TYP. AND <br />RE-WATERPROOFED TO MATCH NEW ROOF PER <br />3/A140.0 <br />159 EXISTING ROOF VENT, TO BE PROTECTED-IN-PLACE, <br />TYP. <br />164 REMOVE EISTING 18"X18" COMBUSTION AIR DUCT, <br />PATCH AND SEAL OPENING, TYP. <br />171 EXISTING PARAPET WALL <br />075520.A NEW MODIFIED BITUMINOUS MEMBRANE ROOFING, <br />SEE DETAIL 2/A14.0 FOR TYPICAL ROOFING <br />ASSEMBLY <br />075520.C CRICKET FORMED BY TAPERED INSULATION - <br />TYPICAL ALL NEW ROOF AREAS <br />077200.A (N) ROOF HATCH, SEE DET. 1/A14.1 <br />079600.A EXISTING COMPOSITION SHINGLES TO BE <br />REMOVED. <br />079700.A NEW STANDING SEAM SHEET METAL PANELING <br />ROOF, BY PAC-CLAD: SNAP CLAD SERIES AND <br />COLOR TO BE SANDSTONE. <br />130000.B ROOF OF PC-APPROVED SHADE STRUCTURE. <br />GENERAL CONTRACTOR TO COORDINATE <br />INSTALLATION OF PC SHADE CANOPY <br />230000.A ROOFTOP MECHANICAL EQUIPMENT, SEE DET. <br />05/M50.1 FOR FLASHING AND MECHANICAL <br />DRAWINGS FOR MORE INFORMATION <br />230000.B ROOFTOP EXHAUST FAN, SEE DET. 16/A64.4 FOR <br />FLASHING, ALSO SEE MECAHNICAL 3/M50.1 <br />230000.D REFRIGERANT PIPE PENETRATION OF ROOF, SEE <br />MECHANICAL DETAIL 12/M50.1 <br />230000.I NEW ROOF CAP TO BE INSTALLED, REFER TO <br />MECHANICAL <br />230000.J OA DUCT WITH BUILT-UP CURB AND ROOF CAP <br />230000.M PROVIDE 3'-0" WIDE CLEARANCE AROUND NEW <br />ROOFTOP MECHANICAL EQUIPMENT <br />DESCRIPTION DATE <br />1 ASI #01 04/09/25 <br />3 ASI #03 07/02/25 <br />4 ASI #04 09/18/25 <br />4 <br />4 <br />4 <br />4 <br />4 <br />4