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1) Place Portable freedom on deck where install will occur following all <br />applicable codes. <br />2) For guidance on bonding, check local and state electrical code to see if <br />bonding is applicable in the specific application. <br />3) Set Stabilizer arms tight to deck and lock rear wheels in place using the <br />wheel brakes. <br />4) Using each Stabilizer Clip over the stabilizer arm as shown above. <br />5) Using the stabilizer clip as a template mark concrete where 3/8” anchors will be <br />set (in the center of the peanut hole on the anchoring bracket). <br />6) Remove the handle used to push the unit to gain access to the 1” holes that the <br />rear anchors are set in. <br />7) Remove the four ¼” Socket head screws that hold the large plastic weight cover <br />on the unit, and move the weight cover out of the way to gain access to the 1” <br />holes that the rear anchors go in. <br />8) Using the rear anchors as a template as shown below (Cover is removed for clarity, <br />does not need to be removed for installation, just pulled up to allow the rear anchor <br />to align with the 1” hole), mark concrete where the anchors will be set. <br />9) Retract stabilizer arms and release brake – move the unit slightly to gain access to <br />drill the holes in the deck – Set brakes once moved. <br />10) Using a 1/2” diameter bit and hammer drill, drill a hole to a depth of 7/8” in the 4 <br />marked locations. Remove all debris from drilled holes. <br />11) Place 4 - 3/8” x 7/8” drop in anchors in the drilled holes in the deck and set them <br />using the supplied setting tool. <br />12) Reposition the unit over the holes and set the brakes and Stabilizer arms <br />13) Using Supplied hardware and 7/32” socket wrench lock unit to deck by tightening <br />fasteners at the 4 locations – do not over tighten hardware. <br />BRONZE OR <br />STAINLESS STEEL <br />PRESSURE <br />CONNECTOR BY <br />MANUFACTURER <br />STRUCTURAL REBAR <br />BRONZE <br />BONDING <br />CLAMP <br />CONNECT <br />#8 COPPER <br />BONDING <br />WIRE TO <br />PRODUCT <br />EXTEND #8 COPPER <br />BONDING WIRE TO <br />POOL PRODUCT AND <br />PROJECT ELECTRICAL <br />SYSTEM. <br />LADDER <br />36 <br />" <br /> <br />M <br />I <br />N <br />. <br />NOTE: DETAIL IS FOR COORDINATION ONLY, FINAL DECK BONDING PER NEC REQUIREMENTS AS NEEDED FOR DECK TYPE <br />PROVIDE A EQUIPOTENTIAL <br />BONDING GRID UNDER DECK <br />AROUND ENTIRE PERIMETER <br />OF POOL. PER C.E.C. 680.26 <br />DECK EQUIPMENT <br />LIGHT <br />NO. 8 <br />COPPER <br />BONDING <br />EQ <br />U <br />I <br />P <br />M <br />E <br />N <br />T <br />CONNECTION OF #8 <br />BONDING <br />CONDUCTOR TO <br />EQUIPMENT <br />GROUNDING <br />CONDUCTOR <br />REINFORCING <br />BARS <br />PA <br />N <br />E <br />L <br />BOND TO ANY <br />REINFORCING OR <br />METAL PARTS WITHIN <br />5FT. OF DECK AREA <br />BOND WIRE <br />UNDER <br />RAISED DECK <br />RAISED PAVER <br />STAINLESS STEEL BRACKET <br />TO SECURE 1" SCH. 80 cPVC C.W. <br />SUPPLY FILL LINE, TO CONCRETE <br />1" HEAVY DUTY <br />MECHANICAL <br />FLOAT VALVE <br />SECTION VIEW <br />SIDE VIEW <br />NOTE: <br />1.PLUMBING CONTRACTOR TO PROVIDE 1" C.W. LINE PROTECTED BY A 1" RPZ (WATTS 1LFOO9M2-QT) OR EQUAL. LINE <br />SHALL EXTEND TO POOL & SPA EQUIPMENT ROOM. POOL CONTRACTOR SHALL PICK UP LINE AT RPZ AND EXTEND TO <br />AUTOFILL LOCATIONS PER KEYNOTE. <br />2.PROVIDE A MANUAL FILL LINE TO GUTTER, SEE: PLUMBING PLAN VIEW <br />GUTTER WALL <br />SET WATER LEVEL IN GUTTER @ <br />8" FROM WATER LEVEL IN POOL <br />S.S. BRACKET TO SECURE <br />FILL LINE TO CONCRETE <br />8" <br />1' <br />- <br />3 <br />" <br />3' <br />- <br />6 <br />" <br />+ <br />/ <br />- <br />PROVIDE <br />ACCESS BOX <br />EMERGENCY STOP <br />SHALL CUT POWER <br />TO ALL PUMPS. SEE <br />ELECTRICAL SHEETS <br />FOR RELAYS. <br />NOTE: PROVIDE WEATHERPROOF SIGNS <br />FOR EMERGENCY STOP & SPA JET TIMER <br />AUDIO ALARM <br />MIN. SEPARATION <br />5'-0" <br />SPA JET TIMER <br />BUTTON <br />NOTE: ESO AND TIMER MUST BE A MIN. OF <br />5FT FROM THE WATERS EDGE AND WITHIN <br />SIGHT FROM THE POOL. IT IS SUGGESTED <br />THE ESO AND TIMER ARE SEPARATED BY <br />AT LEAST 5FT, IF NOT GREATER, TO <br />PREVENT THE ESO SWITCH BEING TURNED <br />ON WHEN NOT NEEDED. <br /> NOTE: PROVIDE VERTICAL TEXT <br />ON THE FACE OF THE STEEL POST <br />FOR THE EMERGENCY SHUT-OFF <br />SWITCH, LETTERS MUST BE MIN. 1" <br />HIGH AND CONTRASTING COLOR <br /> STAINLESS STEEL POST, POWDER <br />COATED. SUBMIT SHOP DRAWINGS AND <br />COLOR TO ARCHITECT (FINAL LOCATION <br />COORDINATE IN FIELD) <br />PROVIDE CONCRETE <br />FOOTING AS NEEDED <br />NICHE <br />45° <br />NOTES : <br />1.WRAP FIXTURE WITH ENOUGH LIGHT CORD <br />TO ALLOW PLACEMENT ON DECK. <br />2.ALL LIGHTS SHALL BE BONDED. <br />3.SEE PLAN FOR J-BOX LOCATIONS <br />4.ALL METAL PARTS WITHIN 5' OF THE POOL <br />SHELL SHALL BE BONDED PER N.E.C. <br />5.SET TOP OF LIGHT 18" BELOW TOP OF DECK <br />6.PROVIDE PVC SLEEVE FOR LIGHT CONDUIT <br />@ EXIT FROM VAULT. CAULK BOTH SIDES <br />WATERLINE <br />1' <br />- <br />6 <br />" <br />6" <br />LED LIGHT <br />CONDUIT TO JBOX <br />3" EQUALIZER LINE <br />NICHE <br />45° <br />NOTES : <br />1.WRAP FIXTURE WITH ENOUGH LIGHT CORD <br />TO ALLOW PLACEMENT ON DECK. <br />2.ALL LIGHTS SHALL BE BONDED. <br />3.SEE PLAN FOR J-BOX LOCATIONS <br />4.ALL METAL PARTS WITHIN 5' OF THE POOL <br />SHELL SHALL BE BONDED PER N.E.C. <br />5.SET TOP OF LIGHT 18" BELOW TOP OF DECK <br />6.PROVIDE PVC SLEEVE FOR LIGHT CONDUIT <br />@ EXIT FROM VAULT. CAULK BOTH SIDES <br />WATERLINE <br />1' <br />- <br />6 <br />" <br />ON <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br />LED LIGHT CONDUIT TO JBOX <br /> TWO COATS OF CONCRETE SHELL <br />WATERPROOFING PER KEYNOTE <br />INTERIOR FINISH SURFACE PER KEYNOTE <br /> DRAINAGE COMPOSITE PER KEYNOTE VAULT WATERPROOFING PER <br />WATERPROOF CONSULTANT <br />PORCELAIN WATER LINE TILE <br />W/FLEXIBLE THIN SET TILE MORTAR. <br />VAULT & DECK WATERPROOFING <br />CONTINUOUSLY APPLIED. SEE <br /> WATERPROOF CONSULTANT 14" +/- <br />1/2" SHEET STYROFOAM <br />BOND BREAK MINIMUM <br />GUTTER WATERPROOFING PER KEYNOTE <br />STRUCTURAL FOAM PER KEYNOTESHRINK CRACKS WILL NOT <br /> BE ACCEPTABLE IN THIS <br />POOL SHELL CONSTRUCTION. <br />VAULT EDGE <br />POOL VAULT <br />VAULT AND DECK <br />WATERPROOFING BY G.C. <br />DRAINAGE COMPOSITE MATERIAL2" SCH. COPPER RISER <br />THROUGH VAULT @ <br />LOW POINT OF VAULT <br />POOL SHELL WATER PROOFINGPLASTER INTERIOR FINISH <br />POOL SHELL <br />2" SIGHT GLASS <br />2" BALL VALVE <br />COORDINATE TERMINATION <br />POINT IN LEVEL BELOW, 6" MIN. <br />ABOVE DISCHARGE POINT <br />EMBED SCH. 80 PVC PIPE INSIDE STRUCTURAL VAULT PER IPC. <br />PROVIDED CONTINUOUS POSITIVE DRAINAGE FOR ENTIRE LINE. <br />INSTALL LINE THROUGH VAULT SLAB TO TERMINATE 4" ABOVE <br />LEVEL BELOW. COORDINATE THIS LOCATION DURING <br />CONSTRUCTION WITH ALL TRADES. INSTALL SIGHT GLASS AND <br />BALL VALVE @ TERMINATION POINT, COORDINATE WITH <br />AQUATIC CONSULTANT DURING CONSTRUCTION. SUPPORT <br />PIPE PER IPC, PIPE SHALL BE SUPPORTED IN ACCORDANCE <br />WITH TABLE 308.5. THE CONTRACTOR SHALL SUBMIT SUPPORT <br />SYSTEM DESIGN TO ARCHITECT BEFORE START OF THIS WORK. <br />VAULT DRAIN FITTING BY OTHERS. <br />NOTE: PLACE CONTINUOUS TILE @ LEADING EDGE OF ALL STEPS & BENCHES <br />INTERIOR FINISH <br />2 ROWS OF CONTRASTING SKID <br />RESISTANT 1"X1" TILE (PER KEYNOTE) <br />SHOTECRETE STRUCTURE <br />2" <br />NOTE: <br />1.SET EACH ANCHOR LEVEL AND PLUMB. <br />2.ALL ANCHORS BONDED PER N.E.C. <br />3.SET ANCHOR WITH NON FERROUS NON <br />SHRINK GROUT LEVEL WITH CAP <br />4.SEE PLAN VIEW FOR MULTIPLE ANCHOR <br />LOCATIONS AND SET BACK DIMENSIONS <br />6" <br />1.9 OD TUBING <br />PROVIDE NOTCH IN SLAB AND <br />PRESET ANCHOR WITH HIGH <br />STRENGTH NON-SHRINK <br />GROUT PRIOR TO DECK POUR. <br />NOTE: <br />1.SET EACH ANCHOR LEVEL AND PLUMB. <br />2.ALL ANCHORS BONDED PER N.E.C. <br />3.SET ANCHOR WITH NON FERROUS NON <br />SHRINK GROUT LEVEL WITH CAP <br />4.SEE PLAN VIEW FOR MULTIPLE ANCHOR <br />LOCATIONS AND SET BACK DIMENSIONS <br />6" <br />6" <br />112" <br />3 " MIN. <br />CUT OUT SHOTCRETE FOR ANCHOR <br />INSTALLATION. AFTER BONDING <br />ANCHOR FILL VOID WITH HIGH <br />STRENGTH NON-SHRINK GROUT. <br />STEP ANCHOR <br />534" <br />1.2. <br />4.5.3. <br />*NOTE: PROVIDE METRIC DEPTH MARKERS AS BID ALTERNATE* <br />3FT 6IN 1 M <br />1.) SAND BLASTED DEPTH MARKER WITH 4" NUMBERS & 4" FT & IN FIELD INSTALLED INTO COPING. <br />*PROVIDE BID ALTERNATE FOR TILE DEPTH MARKERS PER SPECIFICATION <br />4.) SAND BLASTED 4" NO DIVING SYMBOL BY INSTALLED INTO COPING. <br />*PROVIDE BID ALTERNATE FOR TILE NO DIVING MARKERS. <br />2.) PROVIDE AS BID ALTERNATE - SAND BLASTED METRIC DEPTH TILE WITH 4" NUMBERS & 4" M FIELD INSTALLED <br />INTO COPING. <br />5.) SAND BLASTED 4" HANDICAP SYMBOL BY INSTALLED COPING. <br />*PROVIDE BID ALTERNATE FOR TILE HANDICAP SYMBOL PER SPECIFICATION <br />3.) 1"x1" MOSAIC WATERLINE DEPTH TILE WITH 4" NUMBERS & 4", FIELD INSTALLED <br />COORDINATE WITH 1" FIELD TILE SELECTION (CUSTOM) <br />NOTE: PLACE WATERLINE DEPTH MARKING TILE A MIN. OF EVERY 25' AROUND POOL PERIMETER AT <br />COORISPONDING DECK DEPTH MARKERS SEE PLAN VIEWS FOR LOCATIONS. <br />TOP OF COPING <br />3 F 6 I <br />GLAZED TILE COLOR SELECTED PER <br />LANDSCAPE PLANS, DEPTH TILE NUMBER <br />AND LETTERS WATER JET CUT INTO TILE <br />WITH 4" NUMBERS. SEND TILE TO INLAY INC <br />FOR FABRICATION. (WATERLINE TILE) <br />T N <br />WATERLINE TILE <br />CO <br />O <br />R <br />D <br />I <br />N <br />A <br />T <br />E <br />AIR LINE ON DECK, <br />MUST BE ABOVE THE <br />WATER LINE HARTFORD LOOP, <br />SET TOP OF LOOP <br />UNDER THE GUTTER <br />STONE COPING AS <br />HIGH AS POSSIBLEDECK LEVEL <br />ONE-SIDE STONE BULL NOSE COPING <br />4" MIN. MARKERS <br />SANDBLASTED INTO COPING <br />BY MANUFACTURE <br />3FT 6IN <br />4" MIN. NO DIVING MARKER <br />& HANDICAP SYMBOL <br />SANDBLASTED INTO <br />COPING BY MANUFACTURE <br />12 <br />" <br /> <br />M <br />I <br />N <br />. <br />CONDUIT FROM LV TRANSFORMER <br />NOTE: COORDINATE J-BOX & TRANSFORMER IN LANDSCAPE PLANTER, <br />J-BOX FINAL LOCATION SUBMIT TO ARCHITECT FOR APPROVAL. <br />J-BOX BY INTERMATIC <br />COORDINATE IN <br />EQUIPMENT ROOM <br />PVC CONDUIT TO <br />POOL & SPA LIGHTS <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />WATERLINE <br />LOW VOLTAGE TRANSFORMER PER <br />KEYNOTE COORDINATE FINAL LOCATION <br />CONDUIT TIMER, SEE: SP504 DETAIL 2 <br />Scale: 3" = 1' <br />GUTTER FILL SENSOR (SECTION)13 <br />Scale: 1" = 1FT. <br />LED POOL LIGHT (SECTION)1 Scale: 1" = 1 FT. <br />LED SPA LIGHT (SECTION)2 Scale: NTS <br />SPA 15 MIN. TIMER & EMO (SCHEMATIC)4 <br />Scale: NTS <br />ADA LIFT SECURING KIT (SECTION)7 Scale: NTS <br />POOL & SPA BONDING DIAGRAM8 <br />Scale: 1' = 1' <br />SAFETY EDGE TILE12 <br />Scale: 3"= 1 FT. <br />RAIL ANCHOR (DECK)5 Scale: 3"= 1 FT. <br />RAIL ANCHOR (STEP)6 <br />Scale: 1-1/2" = 1 FT. <br /> JUNCTION BOX (SECTION)3 <br />Scale: NTS <br />DEPTH & WARNING MARKERS9 Scale: 3" = 1' <br />WATERLINE DEPTH MARKER PLACEMENT11 <br />Scale: 1" = 1' <br />SPA REMOTE AIR RISER (SECTION)14 <br />Scale: 1-1/2" = 1' <br />DECK DEPTH MARKER PLACEMENT10 <br />Scale: NTS <br />WATERPROOFING & DRAINAGE (SCHEMATIC)15 Scale: NTS <br />VAULT DRAIN LINE (SECTION16 <br />BY OTHERS DETAIL IS FOR (COORDINATION ONLY) <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-502 <br />POOL & SPA DETAILS <br />C C C <br />Jun 04, 2024 <br />1/7/25