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CUT BACK SHOTCRETE <br />FLUSH MOUNT WITH HIGH <br />STRENGTH, NON-FERROUS, <br />NON-SHRINK GROUT <br />APPLY A RING OF AQUA <br />BOND UW-5000 AS WATER <br />STOP BEFORE GROUT <br />2" CONNECTION <br />WATERLINE TILE <br />1/2" INTERIOR FINISH <br />PER KEYNOTE <br />REBAR PER SECTIONS <br />WATERLINE <br />SURGE CALC <br />9" OF SURGE <br />(.75FT*7.5*SF OF GUTTER) = 270 GAL <br />MIN. (SF OF GUTTER) = 196 GAL <br />612"10"7" <br />9" <br />8" <br />1' <br />- <br />5 <br />12" <br />SURGE <br />1'-1112"FINISH DECK COATING & <br />WATERPROOFING, SEE ARCH <br />SHEETS FOR DECK DESIGN <br />2" SUPPLY LOOP <br />1-1/2" AIRLINEJET FITTING PER KEYNOTE <br />GUNITE POLY JET NICHE <br />CUT BACK SHOTCRETE AROUND PIPE FOR <br />FLUSH MOUNTING OF FITTING, APPLY A <br />RING OF AQUA BOND UW-5000 BEFORE <br />FILLING VOID WITH HIGH-STRENGTH, <br />NON-FERROUS, NON-SHRINK GROUT <br />10 <br />" <br /> <br />C <br />O <br />O <br />R <br />D <br />I <br />N <br />A <br />T <br />E <br /> <br />W <br />I <br />T <br />H <br /> <br />B <br />E <br />N <br />C <br />H <br />GUTTER SUCTION OUTLET COVER <br />GRATE BY AQUASTAR <br />PLAN VIEW <br />188 G.P.M. (FLOOR) <br />1.396 FEET PER SECOND AT THE MAXIMUM (188 GPM) FLOW RATING. <br />MAIN DRAIN COMPLIES WITH NSF 50, VGB 2008 COMPLIANT. <br />ANSI/APSP- 16 2011, IAPMO TESTED AND CERTIFIED; <br />A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL) <br />ACCREDITED BY ANSI, USPC (UNIFORM SWIMMING POOL, SPA AND <br />HOT TUB CODE) COMPLIANT, IRC (INTERNATIONAL RESIDENTIAL <br />CODE), SECTION 106.2 SUCTIONTTINGS – COMPLIANT <br />10" ROUND <br />MAIN DRAIN SUCTION COVER GRATE BY SDX (SDX2) <br />PLAN VIEW <br />56 G.P.M. (FLOOR) <br />5.2 SQ.IN. OPENING - VELOCITY @ 56GPM <br />= 3.5FPS <br />MAIN DRAIN COMPLIES WITH NSF <br />50/ASME/ANSI A112.19.8-20011 AND ASTM <br />G154 UV TESTING <br />V.G.B. 2008 COMPLIANT <br />4" ROUND <br />SUCTION PIPING SHALL MEET THE FOLLOWING: ANSI/APSP-7 (2013) <br />STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING <br />POOLS, WADING POOLS, SPAS, HOT TUBS, AND CATCH BASINS <br />2-1/2" SUCTION <br />TRUNK, SEE: <br />PLUMBING PLAN <br />SUCTION BRANCHES <br />(2-1/2") PLUMBING <br />MAX 2-1/2" CONNECTION <br />TO SDX2 MAIN DRAIN <br />36" MI <br />N <br />. <br /> <br />B <br />E <br />T <br />W <br />E <br />E <br />N <br /> <br />A <br />L <br />L <br /> <br />D <br />R <br />A <br />I <br />N <br />S <br />NOTE: STUB OUT & CAP PIPE FOR <br />HYDROSTATIC TEST PER GENERAL NOTES. <br />EYEBALL INLET FITTING <br />WITH 1" ORIFICE, PLACE IN <br />WALL FOR THE POOL & <br />SPA BENCH, SEE: SHEET <br />SP-101 FOR LOCATIONS <br />INSTALLATION OF FITTING SHALL <br />BE FLUSH HORIZONTALLY AND <br />VERTICALLY TO INTERIOR FINISH <br />APPLY A RING OF AQUA <br />BOND UW-5000 AS WATER <br />STOP BEFORE GROUT. <br />1-1/2" PVC FROM LOOP TO INLET <br />SEE: PIPING PLAN FOR <br />WALL INLET LOOP SIZE <br />CUT BACK SHOTCRETE AROUND PIPE FOR <br />FLUSH MOUNTING OF WALL INLET FITTING FILL <br />CUT OUT WITH HIGH-STRENGTH <br />NONFERROUS, NON-SHRINK GROUT <br />1'-2"1'-0" <br />10 <br />58" <br />TY <br />P <br />. <br />2'-6" <br />5'-2" <br />2' <br />- <br />1 <br />0 <br />" <br />6" <br />WATERLINE <br />RAIL PER KEYNOTE <br />RAIL ANCHOR <br />STEP ANCHOR <br />3' <br />- <br />6 <br />" <br />1'-2"1'-0" <br />10 <br />5 8" <br />TY <br />P <br />. <br />2'-6" <br />5'-2" <br />2' <br />- <br />1 <br />0 <br />" <br />6" <br />WATERLINE <br />RAIL PER KEYNOTE <br />RAIL ANCHOR <br />STEP ANCHOR <br />3' <br />- <br />6 <br />" <br />612"10"7" <br />9" <br />8" <br />1'-1112" <br />WATERLINE TILE <br />1/2" INTERIOR FINISH <br />PER KEYNOTE <br />1' <br />- <br />8 <br />12" <br />REBAR PER SECTIONS <br />WATERLINE <br />SURGE CALC <br />12" OF SURGE <br />(1FT*7.5*SF OF GUTTER) = 698 GAL <br />MIN. (SF OF POOL) = 616 GAL <br />SURGE <br />FINISH DECK COATING & <br />WATERPROOFING, SEE ARCH <br />SHEETS FOR DECK DESIGN <br />VIBRATE SHOTCRETE AT <br />MAIN DRAIN AND PIPING <br />FOR FULL ENCAPSULATION <br />MAIN DRAIN PER KEYNOTE <br />10 <br />" <br />SUCTION LINE PER <br />PLUMBING PLAN <br />CENTER DRAIN OVER PIPE RISER <br />FOR FULL FLOW REQUIREMENT <br />1" MIN. STRUCTURAL FOAM OVER <br />DRAINAGE MATE @ DEEP POINT <br />12" DRAINAGE MAT AND WATER PROOF LAYER. <br />SEE PROJECT WATERPROOFING DRAWING <br />NOTE: <br />PROVIDE 2" MINIMUM SHOTCRETE COVERAGE OVER REBAR AT MAIN DRAIN LOCATIONS. PROVIDE DIMENSIONED <br />SCALED SHOP DRAWING OF THIS LOCATION TO STRUCTURAL ENGINEER FOR APPROVAL BEFORE SHOTCRETE PHASE. <br />3' MINIMUM <br />PLAN VIEW <br />10" ROUND 10" ROUND <br />NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES <br />9" <br /> <br />M <br />I <br />N <br />. <br />EYEBALL INLET FITTING <br />WITH 1" ORIFICE, (SEE: PLAN <br />VIEW FOR LOCATIONS) <br />SPA BENCH <br />1-1/2" STUB <br />APPLY A RING OF AQUA <br />BOND UW-5000 AS WATER <br />STOP BEFORE GROUT. <br />SEE: PIPING PLAN FOR <br />WALL INLET LOOP SIZE <br />3' <br />- <br />6 <br />" <br />WATERLINE <br />LIFT NOTES: <br />1.ADA COMPLIANT <br />2.CALIFORNIA BUILDING CODE COMPLIANT <br />3.WATER-PROOF REMOTE OPERATED HANDSET <br />4.MAX 2% DECK SIDE SLOPE FOR APPROACH. <br />5.POOL CONTRACTOR SHALL PROVIDE ONE (1) <br /> ADDITIONAL BATTERY FOR EACH LIFT. <br /> SUPPLY TO OWNER AT STARTUP PHASE. <br />6. SEE: ADA LIFT CUT SHEETS <br />7. BOND ALL ANCHORS PER N.E.C. <br />8. REMOVE FOOTREST ON POOL LIFT. <br />3' <br />- <br />6 <br />" <br />WATERLINE <br />LIFT NOTES: <br />1.ADA COMPLIANT <br />2.CALIFORNIA BUILDING CODE COMPLIANT <br />3.WATER-PROOF REMOTE OPERATED HANDSET <br />4.MAX 2% DECK SIDE SLOPE FOR APPROACH. <br />5.POOL CONTRACTOR SHALL PROVIDE ONE (1) <br /> ADDITIONAL BATTERY FOR EACH LIFT. <br /> SUPPLY TO OWNER AT STARTUP PHASE. <br />6. SEE: ADA LIFT CUT SHEETS <br />7. BOND ALL ANCHORS PER N.E.C. <br />8. REMOVE FOOTREST ON SPA LIFT. <br />612"10"7"12" <br />114"1" <br />38" <br />35 <br />8" TYP. <br />1" <br />2" <br />6" <br />158" <br />R12" <br />R34" <br />R34" <br />R12"GUTTER CAP NOTES: <br />1.CONTRACTOR TO PROVIDE CAP SAMPLE FOR OWNER/ARCHITECT APPROVAL. <br />2.CONTRACTOR TO PROVIDE AN EXTRA 10% OF CAP & GRATE. <br />3.CONTRACTOR SHALL VERIFY OWNER APPROVAL OF CAP PLACEMENT BEFORE PLACEMENT IN SETTING BED <br />4.JOINTS SHALL BE 3/8" MAX. AND BE EPOXY GROUTED. <br />ALL STONE AT THE CORNERS <br />SHALL BE FACTORY MITERED <br />DECK JOINT SEALANT <br />SHALL MATCH DECK <br />CUSTOM WATER JET CUT <br />DECK DEPTH MARKERS <br />NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES. <br />2-1/2" PVC TO FITTING <br />CUT BACK SHOTCRETE AROUND PIPE FOR <br />FLUSH MOUNTING OF WALL INLET FITTING FILL <br />CUT OUT WITH HIGH-STRENGTH <br />NONFERROUS, NON-SHRINK GROUT <br />APPLY A RING OF AQUA <br />BOND UW-5000 AS WATER <br />STOP BEFORE GROUT. <br />SEE: PIPING PLAN FOR <br />SUCTION LINE SIZE <br />(2) 10" SUCTION FITTINGS PER <br />KEYNOTE SEPARATE BY 3FT. MIN. <br />PER CODE AND HYDRAULICALLY <br />BALANCE INSTALLATION OF FITTING <br />SHALL BE FLUSH HORIZONTALLY AND <br />VERTICALLY TO INTERIOR FINISH <br />3" <br /> <br />M <br />I <br />N <br />. <br />Scale: 1"=1' <br />TYPICAL SPA GUTTER (SECTION)2 Scale: 3"=1' <br />GUTTER EDGE (ENLARGED-SECTION)3 <br />Scale: 1-1/2" = 1' <br />SUCTION FITTINGS (SECTION)9 <br />Scale: 3"=1' <br />SPA JET (SECTION)16 <br />Scale: NTS <br />MAIN DRAIN (ISOMETRIC)11 <br />Scale: 3" = 1' <br />POOL INLET WALL FITTINGS (SECTIONS)14Scale: NTS <br />POOL GUTTER SUCTION FITTING13 <br />Scale: 3/4"=1' <br />TYPICAL POOL GUTTER (ISOMETRIC)4 <br />Scale: 3/4"= 1' <br />SPA STEPS & RAIL (SECTION)6Scale: 3/4"=1' <br />POOL STEPS & RAIL (SECTION)5 <br />Scale: 1"=1' <br />TYPICAL POOL GUTTER (SECTION)1 <br />Scale: 1-1/2" = 1' <br />POOL MAIN DRAINS (SECTION)10 <br />Scale: 3"= 1' <br />SPA INLET BENCH FITTINGS (SECTION)15 <br />Scale: 1/2"= 1' <br />POOL ADA LIFT (SECTION)7 Scale: 1/2"= 1' <br />SPA ADA LIFT (SECTION)8 <br />Scale: NTS <br />WALL MOUNTED SUCTION (SECTION)12 <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />BI <br />M <br /> <br />3 <br />6 <br />0 <br />: <br />/ <br />/ <br />0 <br />0 <br />7 <br />. <br />3 <br />7 <br />5 <br />7 <br />. <br />0 <br />0 <br />0 <br /> <br />- <br /> <br />C <br />a <br />r <br />i <br />b <br />o <br />u <br /> <br />I <br />n <br />d <br />u <br />s <br />t <br />r <br />i <br />e <br />s <br /> <br />- <br /> <br />3 <br />r <br />d <br /> <br />& <br /> <br />B <br />r <br />o <br />a <br />d <br />w <br />a <br />y <br />/ <br />3 <br />R <br />D <br />- <br />B <br />_ <br />A <br />R <br />C <br />H <br />_ <br />W <br />E <br />S <br />T <br />_ <br />R <br />2 <br />0 <br />. <br />r <br />v <br />t <br />07.3757.000 <br />3rd & Broadway <br />301 N. Broadway, Santa Ana, CA <br />09/21/2021 Issue for Plan Check <br />A 12/10/2021 Reissue for Plan Check <br />B 07/11/2022 Reissue for Plan Check <br />C 06/17/2024 REVISION TO PERMIT <br />R1-SP-501 <br />POOL & SPA DETAILS <br />C C C <br />Jun 04, 2024 <br />1/7/25