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NEW MEMBRANE <br />NEW CREASE <br />LINE <br />CUT ALONG LINES <br />HE <br />I <br />G <br />H <br />T <br />FL <br />A <br />S <br />H <br />I <br />N <br />G <br />6" <br />AP <br />P <br />R <br />O <br />X <br />. <br />45d <br />NEW MEMBRANE <br />NEW FASTENER AND FASTENING <br />PLATE 12" O.C. MAX. <br />NEW INSIDE CORNER <br />NOTES: <br />1. BEGIN INSTALLATION OF FASTENING PLATES 6" TO 9" FROM THE CORNER <br />2. POSITION FASTENING PLATES 1/2" TO 1" FROM EDGE OF MEMBRANE. <br />3. APPROXIMATELY 1/8" DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIRED ON CUT EDGES <br />OF REINFORCED MEMBRANE. <br />1 2 3 <br />SPECIFIED SECUREMENT <br />HOT-AIR WELD <br />MEMBRANE <br />AIR / VAPOR BARRIER (AS REQ'D) <br />FLASHING STRIP, HOT-AIR WELDED <br />SPECIFIED SECUREMENT <br />STRUCTURAL DECKOPTION AT SLOPE TO FLAT TRANSITION <br />NOTES: <br />1. WOOD NAILER TO MATCH HEIGHT OF INSULATION MAY BE <br />REQUIRED AT VALLEY IF INSULATION THICKNESS EXCEEDS 2 <br />INCHES. <br />2. OPTION DETAIL USING FASTENERS AND SPACING MAY VARY. <br />3. VAPOR BARRIER SHALL BE SEALED AT EDGES. <br />1/4" DENSE GLASS <br />INSULATION SECURELY FASTENED <br /> 8" <br />4" <br />4" <br />22 GA. FLANGE <br />SEAL <br />SOLDER <br />OR SEAL <br />A B <br />STEP 1 STEP 2 <br />STEP 3 STEP 4 <br />FIRST, MITER CANT <br />STRIP AT CORNER <br />RUN ONE SHEET <br />UP BOTH EDGES <br />CANT STRIP <br />VERTICAL CUT IN <br />FIELD SHEET <br />CANT STRIP <br />FIELD MEMBRANE FIELD <br />MEMBRANE <br />WRAP FIRST BASE <br />FLASHING AROUND <br />CORNER <br />PROVIDE RELIEF CUTS <br />AT CANT TRANSITIONS <br />AS SHOWN <br />EXTEND 2ND BASE <br />FLASHING OVER FIRST <br />PIECE OUT TO CORNER <br />FIELD MEMBRANE <br />CUT OVER EDGE FOR <br />CLEAN LINES <br />PLAN VIEW OF <br />PEANUT SHAPED <br />TARGET PATCH <br />FIELD MEMBRANE <br />CUT PEANUT SHAPED <br />TARGET PATCHES AND <br />HEAT WELD TO BASE <br />FLASHING AS SHOWN MEMBRANE <br />FASTENER AND <br />FASTENING PLATE <br />MEMBRANE <br />OUTSIDE <br />CORNER <br />NOTES: <br />1. BEGIN INSTALLATION OF FASTENING PLATES APPROXIMATELY 6" FROM <br />CORNER. <br />2. POSITION FASTENING PLATES 1/2" TO 1" FROM EDGE OF DECK MEMBRANE. <br />3. APPROXIMATELY 1/8" DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIRED <br />ON CUT EDGES OF REINFORCED MEMBRANE. <br />NOTES: <br />1. THE MAXIMUM LOAD FOR BLOCK PP150-4 IS 150 LBS. <br />2. THE MAXIMUM LOAD FOR BLOCK PP50-4 IS 50 LBS. <br />3. THE LOAD SHOULD BE CENTERED ON THE STRUT TO DISTRIBUTE THE WEIGHT EVENLY <br />ACROSS THE ASSEMBLY. <br />4.PIPING SHOULD BE ATTACHED USING STANDARD STRUT CLAMPS & ACCESSORIES. <br />4" <br />. <br />PIPE SUPPORT PIPE SUPPORT <br />Pipe Pier PP50-4 <br />U.S. PATENT 5,855,342 <br />OTHER PATENTS PENDING <br />Pipe Pier PP150-4 <br />U.S. PATENT 5,855,342 <br />OTHER PATENTS PENDING <br />4" <br />. <br />10-1/2". <br />4" MIN. <br />12".12". <br />A B <br />PS-25-2401 <br />CITY OF SANTA ANA <br />PUBLIC WORKS AGENCY <br />REVISIONS REFERENCES <br />CONSTRUCTION COMPLETED: <br />BENCHMARK NO.: SA-253-70 ELEV.: 176.00 (2010) <br />PREPARED UNDER THE <br />SUPERVISION OF: <br />SHEET OF <br />1511 Cota Ave. Long Beach, <br />CA 90813 Tel. 562-912-7900 <br />Architecture <br />Government Services <br />Edward <br />Lok Ng <br />C-16840 <br />REN.11/30/25 <br />LICENSED A RCHITECT <br />STATE OF C ALIFORNIA <br />DRAWNDESIGNED:CHECKED: <br />UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA <br />811 <br />ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF <br />UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION <br />DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN <br />THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE <br />STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL <br />UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY <br />DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE <br />BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE <br />LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING <br />UNDERGROUND SERVICES ALERT. DIAL 811 <br />LOK NG: <br />REVIEWED FOR <br />CONSTRUCTABLITY: <br />RECOMMENDED FOR <br />CONSTRUCTION: <br />ARCHITECT <br />INSTALLED <br />1700 E. SANTA CLARA AVENUE, SANTA ANA, CA 92705 <br />FILE NO: <br />PRINCIPAL CIVIL ENGINEER RCE NO.: <br />PRINCIPAL CIVIL ENGINEER RCE NO.:G: <br />\ <br />P <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />F <br />i <br />l <br />e <br />s <br />\ <br />3 <br />1 <br />3 <br />9 <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br /> <br />P <br />o <br />r <br />t <br />o <br />l <br />a <br /> <br />P <br />a <br />r <br />k <br /> <br />R <br />e <br />s <br />t <br />o <br />o <br />m <br />R <br />e <br />n <br />o <br />v <br /> <br />& <br /> <br />A <br />d <br />d <br /> <br />f <br />o <br />r <br /> <br />D <br />V <br />D <br />\ <br />0 <br />1 <br />- <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br />\ <br />0 <br />1 <br />- <br />R <br />e <br />v <br />i <br />t <br />\ <br />3 <br />- <br />C <br />D <br />\ <br />3 <br />1 <br />3 <br />9 <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br /> <br />P <br />o <br />r <br />t <br />o <br />l <br />a <br /> <br />P <br />a <br />r <br />k <br /> <br />R <br />e <br />s <br />t <br />r <br />o <br />o <br />m <br /> <br />R <br />e <br />n <br />o <br /> <br />& <br /> <br />A <br />d <br />d <br /> <br />C <br />D <br />. <br />r <br />v <br />t <br />A5.3 <br />PORTOLA PARK <br />SPLASH PAD <br />ROOF DETAILS <br />AuthorDesigner Checker <br />PO <br />R <br />T <br />O <br />L <br />A <br /> <br />P <br />A <br />R <br />K <br /> <br />S <br />P <br />L <br />A <br />S <br />H <br /> <br />P <br />A <br />D <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />O <br />. <br /> <br />2 <br />5 <br />-24 <br />0 <br />1 <br />SCALE:1 1/2" = 1'-0"1INSIDE CORNER <br />SCALE:1" = 1'-0"2SLOPE TRANSITION <br />3FLASHING DET. A & BSCALE:12" = 1'-0"12BASE FLASHING AT OUTSIDE CORNERS 9OUTSIDE CORNER FLASHING 6PIPE SUPPORT <br />NUMBER DATE INITALS DESCRIPTION APPROVED <br />SHEET 37 OF 57