Pool’s Details DWG Detail for AutoCAD

Pool’s Details DWG Detail for AutoCAD

Planes of pool – Electrical Raiser Diagram – Piping diagram

Drawing labels, details, and other text information extracted from the CAD file:

utility easement, line, existing, san., north, p.o.e., step, light, seat, brick paver detail, scale, conc. edge curb, layer of well, compacted limerock, over sand fill, pervious brick pavers, soil condition at site by visual inspection indicates an, allowable bearing capacity of p.s.f., sand rock, soil statement, outlet to maximum of in of, transmission of suction at the, the vent system is to limit the, mercury, relief vent detail, above grade, with goose neck, vent pipe, grade, these vent system will limit the, transmission of suction at the, outlet to maximum of of, mercury in water column, vent pipe schedule, vent, size, gpm, pump, h.p., rate, flow, l.f., maximum, length, min., anchor bolts, pool equipment, on concrete pad, and secured with, with nuts and washers, handhold detail, feet at any two points, within feet not to exceed, ceramic tile handhold at, maximum, above from, water level, handholds shall be accessible within feet not to, exceed feet at any two points along the inside of the, pool perimeter where the water depth exceeds feet, with f.b.c. ansi, water velocity to comply, in compliance with the and fbc and all applicable, joints spaced at o.c. or for an effective concrete area of sq. ft., crack control joints shall be sawcut at depth of the slab thickness., concrete pool shall be provided wide sawcut crack control, local codes and regulations., patios are indicated by others. the patio desing notes, shown on the typical wall section do not apply. patio design, to empty pool after construction for repairs or any, experienced in eliminating uplift pressures., upward. the owner must consult and pool repair contractor, pool must be eliminated to prevent the pool from floating, our professional knowledge and they have been prepared, written permission of the design engineer and to the best of, not transferable from one contractor to another without the, this plans remains the property of the design engineer. it is, other the hydrostatic uplift pressures beneath the, patio shall be placed in similar manner., high is fence recommended around all pools in, unscreened areas. comply with chapter of the f.b.c., the notify the engineer for instructions., repaired. continual maintenance of the walls is required of the, fully contain the soils behind they shall be replaced or, conditions not permitting any shifting or removal or loosening, special care shall be employed. the walls shall be in good, tiebacks shall not be cut. where concrete deadmen fall within, property owner. when excavating for the the seawall, of the supporting soil away from the pool. if the walls do not, with clean sands free of organic materials and shall be placed, plumbing shall not be disturbed. backfill shall be accomplished, the soils maximum density by tamping solidly. soils below the, in thick layers. each layer shall be compacted to of, contractor shall backfill the pool shell with caution. the, pools abut or are placed nearby seawalls or bulkheads, all floors and walls of pool to be concrete shall be, all reinforcing steel to conform to astm grade, shall be removed in their entirety and the ar

Raw text data extracted from CAD file:

10' UTILITY EASEMENT LINE EXISTING 4"~ SAN. SS NORTH NORTH \A1;43'-0" \A1;10'-0" \A1;7'-0" P.O.E. STEP LIGHT SEAT SEAT -14109.1549591328 \A1;7'-6" \A1;15'-0" \A1;35'-0" \A1;14'-4" \A1;22'-9" \A1;26'-10" \A1;7'-0" \A1;7'-0" \A1;10'-0" \A1;28'-4" \A1;39'-0" \A1;13'-2" \A1;3'-0" BRICK PAVER DETAIL SCALE 3/4" = 1'-0" 6"X6" CONC. EDGE CURB 6" LAYER OF WELL COMPACTED LIMEROCK OVER 2" SAND FILL PERVIOUS BRICK PAVERS SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN ALLOWABLE BEARING CAPACITY OF 2,000 P.S.F. (UNDISTURBED SAND AND/OR ROCK ) SOIL STATEMENT OUTLET TO A MAXIMUM OF 4.5 IN OF TRANSMISSION OF SUCTION AT THE THE VENT SYSTEM IS TO LIMIT THE MERCURY RELIEF VENT DETAIL -10895.90959098222 12" ABOVE GRADE WITH GOOSE NECK 1\"~ VENT PIPE 1\"~ VENT PIPE -10895.90959098222 GRADE THESE VENT SYSTEM WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM OF 4.5" OF MERCURY IN WATER COLUMN VENT PIPE SCHEDULE VENT SIZE [ 1 1\ 2 2\ 3 137 GPM 75 GPM 55 GPM 43 GPM 143 GPM 102 GPM PUMP H.P. RATE FLOW 76 L.F. 73 L.F. 54 LF 40 LF 30 LF 30 LF 1\"~ 1\"~ 1\"~ 1\"~ 1\"~ 1\"~ MAXIMUM LENGTH \A1;12" MIN. \A1;12" MIN. (TYPICAL) 4- |"~ ANCHOR BOLTS POOL EQUIPMENT ON 4" CONCRETE PAD AND SECURED WITH WITH NUTS AND WASHERS HANDHOLD DETAIL 8 FEET AT ANY TWO POINTS WITHIN 4 FEET NOT TO EXCEED CERAMIC TILE HANDHOLD AT 12" MAXIMUM ABOVE FROM WATER LEVEL NSPI-5-2003 15.1.1 - HANDHOLDS SHALL BE ACCESSIBLE WITHIN 4 FEET NOT TO EXCEED 8 FEET AT ANY TWO POINTS ALONG THE INSIDE OF THE POOL PERIMETER WHERE THE WATER DEPTH EXCEEDS 4 FEET WITH F.B.C. 424.2.6.3/ ANSI INSPI-5 1995-9.2 WATER VELOCITY TO COMPLY IN COMPLIANCE WITH THE ANSI-NSPI-5-1995 AND FBC AND ALL APPLICABLE JOINTS SPACED AT 5'-0" O.C. OR FOR AN EFFECTIVE CONCRETE AREA OF 150 SQ. FT. CRACK CONTROL JOINTS SHALL BE SAWCUT AT A DEPTH OF 1/3 THE SLAB THICKNESS. 16- CONCRETE POOL DECK, SHALL BE PROVIDED W/ |" WIDE SAWCUT CRACK CONTROL LOCAL CODES AND REGULATIONS. 13-WHERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DESING NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN 14-WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. UPWARD. THE OWNER MUST CONSULT AND POOL REPAIR CONTRACTOR POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING OUR PROFESSIONAL KNOWLEDGE AND BELIEF, THEY HAVE BEEN PREPARED WRITTEN PERMISSION OF THE DESIGN ENGINEER AND TO THE BEST OF NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE 15- THIS PLANS REMAINS THE PROPERTY OF THE DESIGN ENGINEER. IT IS OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 10-MINIMUM 4'-0" HIGH IS FENCE RECOMMENDED AROUND ALL POOLS IN UNSCREENED AREAS. COMPLY WITH CHAPTER 424.2.17 OF THE F.B.C. THE EXCAVATION, NOTIFY THE ENGINEER FOR INSTRUCTIONS. REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR CONDITIONS NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEADMEN FALL WITHIN PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE SEAWALL OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT WITH CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE IN 12" THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90 % OF 12-THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE 11-WHERE POOLS ABUT OR ARE PLACED NEARBY SEAWALLS OR BULKHEADS 1- ALL FLOORS AND WALLS OF POOL TO BE CONCRETE SHALL BE 2- ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 60. SHALL BE REMOVED (DEMUCKED) IN THEIR ENTIRETY AND THE AREA DUE TO WHATEVER CAUSED, THE POOL SHALL BE REDESIGN FOR PILING. THICK LAYERS. WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS SHALL BE BACKFILLED WITH ACCEPTABLE SOIL AND COMPACTED IN 12" 6- IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PNEUMATICALLY PLACED (SHOTCRETE OR GUNITE) A 28 DAY MINIMUM 4- FILTER BACKWASH SHALL COMPLY WITH CHAPTER 424.2.20 OF THE FBC. 3- ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON EXCAVATION A SAFE BEARING CAPACITY OF 2000 PSF. ANY ORGANICS, MARLS, OR CLEAN SANDS OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE 5- NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF SOILS EXCEPT NO RESPONSABILITY FOR THE SAFETY OF EXISTING STRUCTURE. 7- THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR POOL OF CONSUMER PRODUCTS SAFETY COMMISSION, W.D.C. WATER EDGE AND 5 FEET FROM UNDERGROUND ELECTRIC LINES. 9- POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL AND / OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING, UNDERPINNING REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A MINIMUM CLEARENCE DIMENSIONS SHALL BE HELD AND SHALL BE AS IN THE FIELD AND ESTABLISH LOT LINES IF NECESSARY. CONTRACTOR OR ANY OTHER METHOD IF REQUIRED. THE DESIGN ENGINEER ASSUMES 8- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE. SHALL BE BY OTHERS. TO CONSTRUCTION. WITH LOGO PRINTED GENERAL NOTES. COMPRESSIVE STRENGTH OF 2500 PSI. PIPING DIAGRAM safety cover complying with ASTM F 1346-91. pools shall comply with 424.2.17.1 through 424.2.17.3. 424.2.17.1.10. 4-inch diameter sphere. shall be 4 inches. tolerances and tooled masonry joints. contain indentations or protrusions except for normal construction vertical members and the distance between the tops of the horizontal the cutouts shall not exceed 1-3/4 inches in width. there are decorative cutouts within vertical members, spacing within vertical members shall not exceed 1-3/4 inches in width. Where located on the swimming pool side of the fence. Spacing between members is less than 45 inches, the horizontal members shall be 424.2.17.1.4 Where the barrier is composed of horizontal and 424.2.17 Residential Swimming Pool Enclosure. Residential swimming EXCEPTION: A swimming pool with a power safety cover, or a spa with a provided with a barrier complying with 424.2.17.1.1 through 424.2.17.1.1 The top of the barrier shall be at least 48 inches 424.2.17.1 Outdoor Swimming Pools. Outdoor swimming pools shall be the barrier which faces away from the swimming pool. Where the top the bottom of the barrier shall be 2 inches measured on the side of the swimming pool. The maximum vertical clearance between grade and above grade measured on the side of the barrier which faces away from 424.2.17.1.2 Openings in the barrier shall not allow passage of a between the top of the pool structure and the bottom of the barrier mounted on top of the pool structure, the maximum vertical clearance level or mounted on top of the pool structure. Where the barrier is 424.2.17.1.3 Solid barriers which do not have openings shall not of the pool structure is above grade the barrier may be at ground inches in width. 424.2.17.1.5 Where the barrier is composed of horizontal and vertical members, spacing within the cutouts shall not exceed 1-3/4 not exceed 4 inches. Where there are decorative cutouts within members is 45 inches or more, spacing between vertical members shall vertical members and the distance between the tops of the horizontal F.B.C. - 424.2.17 Residential Swimming Pool Enclosure. for a single opening. Such deactivation shall last no more than 15 seconds. The deactivation switch shall be located at least shall be accepted. 2. Other means of protection, such as self-closing doors with self- threshold, which are approved by the administrative authority, locking devices installed a minimum 54 inches above the latching devices or doors with positive mechanical latching 54 inches above the threshold of the door. a self-latching device. Where the release mechanism of the self- inches of the release mechanism. barrier, one of the following shall apply: 1. All doors and windows with direct access to the pool through that wall shall be equipped with an alarm which produces an audible warning equipped with a manual means to temporarily deactivate the alarm door is opened and be capable of being heard throughout the continuously for a minimum of 30 seconds immediately after the when the door and its screen are opened. The alarm shall sound gate at least 3 inches below the top of the gate, and the gate and gate, the release mechanism shall be located on the pool side of the automatically reset under all conditions. The alarm shall be house during normal household activities. The alarm shall 424.2.17.1.9 Where a wall of a dwelling serves as part of the barrier shall have no opening greater than 1/2 inch within 18 latching device is located less than 54 inches from the bottom of the 2-1/4 inch square unless the fence is provided with slats fastened 424.2.17.1.7 Where the barrier is composed of diagonal members, the latching device. Gates other than pedestrian access gates shall have outward away from the pool and shall be self-closing and have a self- accommodate a locking device. Pedestrian access gates shall open maximum opening formed by the diagonal members shall be no more than at the top or bottom which reduce the openings to no more than 1-3/4 424.2.17.1.1 through 424.2.17.1.7 and shall be equipped to 424.2.17.1.8 Access gates shall comply with the requirements of 424.2.17.1.6 Maximum mesh size for chain link fences shall be a inches. 1-3/4 inches. PROVIDE SPRING LOADED COVER ON VACUUM PROVIDE 2"~ DECO DRAIN ALONG EXISTING STRUCTURE \A1;12" max. \A1;3'-0" COMPLYING WITH WOODEN FENCE EXISTING 6' HIGH F.B.C. 424-.2.17 \A1;5'-0" \A1;30'-0" \A1;35'-0" \A1;7'-0" \A1;8'-0" \A1;15'-0" OR APPROVED EQUAL COVERTECH FAB. INC EDGE. MANUFACTURED BY 20" MIN. AWAY FROM WATER FOR APPROVAL) (SUBMIT SHOP DRAWINGS WITH F.B.C. 424-2.17 FENCE SHALL COMPLY PROVIDE 48" HIGH PERMANENT CHILD FENCE BARRIER \A1;97'-6" C.B. ELECTRICAL DATA EXISTING COMBO PANEL 20 20 POOL PUMP CKT- 1, 3 POOL / SPA LIGHT CKT- 2 SERVES CKTS # 12 - 1/2" C 2 3.2 # 12 - 1/2" C 1 0.7 WIRE - COND. KW P ELECTRICAL RISER DIAGRAM ALL WIRING SHALL BE COPPER THWN DISC. COMBO W/ 200 A AND 2- "~ x 10' RODS (Cu) IN 1/2" C TO C.W.P. EXISTING 1 # 4 (GRD) 6' APART NOTE: EXISTING METER CAN EXISTING PANEL 200 AMPS 1 # 6 (GRD) - 2" C EXISTING 3 # 2/0 THWN Cu GRADE EXISTING 2"~ DOWN PIPE TO POWER Co POINT OF CONNECTION 2.0 2 # 12 - 1/2" C CKT- 2, 4 BLOWER 20 3 # 6 (CU)- [" C 10'-0" MINIMUM 20'-0" MAXIMUM -4680.072795072812 -4680.072795072812 -4680.072795072812 18" TO COPING LEVEL WATER BOX 36" 4" 8" (MIN) -4680.072795072812 -4680.072795072812 4'-0" JUNCTION TIME CLOCK POOL PUMP 75 WATTS 12 VOLTS REMOVABLE UNDER WATER NICHE LIGHT AT SPA 3 #10 (CU)-[" C NON #3 BARS EACH WAY CORROSIVE CONDUIT UNDER WATER NICHE LIGHT AT POOL 300 WATTS 12 VOLTS REMOVABLE 2 HP BLOWER 3 #12 (CU)- \" C POOL LITE 3 #10 (CU)- [" C 3 #12 (CU)- 1/2" C RECEPT. GFI / W.P. Tx SWITCH 3 #12 (CU)- \" C 3 #12 (CU)- \" C JUNCTION BOX AND PUMP SWITCH PANEL 200 A EXISTING 11 KW HEATER -20291.13427303777 VARIES SEE PLAN SEE PLAN VARIES 4'-6" 7'-0" -20291.13427303777 MAIN DRAIN 30'-0" WATER LEVEL 5'-6" ANTI-VORTEX -20291.13427303777 23'-0" 1/7 MAX. -20291.13427303777 -20291.13427303777 POOL BOTTOM GRAVEL 12"X9"X9" SUMP PRE-CAST CONC. OR RUST-FR FIBERGLASS MAIN DRAIN EACH WAY 6" CONCRETE SLAB WITH # 3 @ 10" O.C. TYPICAL POOL SECTION 1| HYDRO VALVE 1/7 MAX. -20291.13427303777 -20291.13427303777 \A1;15'-0" \A1;35'-0" \A1;14'-4" \A1;28'-4" \A1;6'-0" \A1;30'-0" 1\"~ POOL RETURN LINE 1\"~ WATERFALL LINE 2"~ VACUUM 2"~ SKIMMER 2"~ POOL M.D. CHECK VALVE BY PASS 5.6 KW ELECT. HEATER CARTRIDGE FILTER (120 SQ.FT.) 2"~ WASTE LINE LINT STRAINER WITH HAIR AND 1\ H.P. PUMP PIPING DIAGRAM BLOWER 2 HP 2"~ VACUUM 2\"~ POOL M.D. 2"~ SKIMMER 2\"~ SPA M.D. PIPING DIAGRAM VALVE CHECK 1\"~ POOL RETURN LINE 1\"~ SPA OVEREFLOW LINE 1\"~ SPA RETURN LINE 2"~ CARTRIDGE FILTER (175 SQ.FT.) HEAT PUMP 11.0 KW 1\"~ 2"~ WASTE LINE LINT STRAINER WITH HAIR AND 2 H.P. PUMP 2"~ AIR RELIEF VALVE \A1;12" \A1;(B) \A1;12" \A1;4'-0" MAX. \A1;4" \A1;12" \A1;12" \A1;12" \A1;18" 10" MIN. 10" MIN. (A) RISER HEIGHT MUST BE UNIFORM (B) NO LIMITATIONS ON DEPTH TO FLOOR (C) CONTRASTING TILE AT EDGE PAVERS COPING (A) WATER LEVEL -20232.09237211452 -20232.09237211452 -20232.09237211452 (A) -20232.09237211452 (A) -20232.09237211452 STEPS DETAIL MAX. MAX. MAX. -20232.09237211452 -20232.09237211452 (C) BOTOM POOL (C) (C) -20232.09237211452 -20232.09237211452 \A1;3'-0" \A1;12" \A1;4" \A1;4'-0" MAX. \A1;12" \A1;(B) \A1;12" \A1;12" \A1;12" AREA OR DECK DRAINS DRAIN TOWARDS THE PERIMETER BE PROVIDED TO EFFECTIVELY OF 1/8" PER LINEAR FOOT SHALL A MINIMUM SLOPE FOR DECKING _"/ FT SLOPE VACUUM SHALL BE EQUIPPED WITH SELF-CLOSING SAFETY COVER REQUIRING TOOLS FOR REMOVAL LITE WITH GOOSE NECK 12" ABOVE GRADE 1\"~ VENT PIPE HANDHOLD CERAMIC TILE 4'-0" DEEP SWIMOUT DEEP 3'-0" STEPS 12" 12" 12" S SKIMMER 1/7 MAX. SLOPE MAIN DRAIN (2) ANTI-VORTEX DEEP 5'-0" LIGHT SEAT 2-M.D. SEAT STEP P.O.E. \A1;1'-2" \A1;12" \A1;6'-0" \A1;4'-0" \A1;12" \A1;12" \A1;12" \A1;2'-0" WATER LEVEL -10477.28312491357 SCALE: [" = 1'-0" 6" WALLS, 8" BOTTOM PNEUMATICALLY PLACED CONCRETE WITH # 3 AT 10" ON -10477.28312491357 -10477.28312491357 -10477.28312491357 SPA SECTION POOL WALL OF CENTER EACH WAY SEAT -10477.28312491357 WATER LEVEL -10477.28312491357 PROVIDE 12" x 20" = 240 SQ.IN. (MIN.) AREA FOR SPA TOP STEP OVERFLOW COPING -10477.28312491357 ANTI-VORTEX MAIN DRAIN STEP -10477.28312491357 PROVIDE TILE INDICATED SPA POINT OF ENTRY DECK 4" CONCRETE \A1;7'-0" \A1;12" \A1;2'-0" \A1;16"" \A1;1'-2" \A1;5'-0" \A1;12" \A1;12" WP/ GFI RECEPTACLE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FIN. FL. EL.= 9.08' No. 7911 RESIDENCE 5 POOL POOL 471 SQ.FT. AREA 13,388 GALLONS 103 L.F. PERIMETER 1.63 HOUR TURNOVER RESIDENCE W SUPPLY LINE METER AND 1"~ EXISTING WATER 2"~ 12" max. 1-1/2" ~ X 12" PIPE 3'-0" COMPLIANT WITH 424.1.6.6 OF FLORIDA BLDG. CODE MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT DOUBLE MAIN DRAIN DETAIL 2- PROVIDE GROUND WIRE SYSTEMS LOOP WITH # 8 COOPER WIRE FOR 1- ALL ELECTRIC WIRING SHALL BE IN ACCORDANCE WITH NEC-NFPA - THE POOL DECK WIRE MESH AND STRUCTURAL STEEL. ELECTRICAL DIAGRAM 3- ALL WIRING SHALL BE COPPER THWN 70-2002-680 ELECTRICAL NOTES: (30' max. length) SUCTION LINE 1\"~ VENT LINE 2\"~ POOL BOTTOM TESTING WAS ACCOMPLISHED UNDER THE DIRECTION OF WILLIAM ROWLEY A REGISTERED ENGINEER OF STATE OF FLORIDA DATED DECEMBER 8 / 2001 LESS THAN THREE SECONDS OF MERCURY, THE ENTRAPMENT RELEASES IN THE OTHER SUMP NEVER EXCEEDS 4.5 INCHES PLUGGED AND A BODY ENTRAPMENT ON THE MAXIMUM VACUUM WITH ONE SUMP SWIMOUT DETAIL FLOOD CRITERIA LESS HYDROVERTICAL HYDROSTATIC UPLIFT F.C. DEPTH LEVEL POOL DEPTH LOW POINT POOL LEVEL WATER LEVEL ELEVATION PLACED CONCRETE PLACED CONCRETE FLOOR THICKNESS WALL THICKNESS FLOOR AND WALL THICKNESS SCHEDULE GRAVEL SUMP PROVIDE DIFFERENT COLOR TILE NON-SLIP AT SWIMOUT EDGE WATER LEVEL 1'-6" 1'-8" SKIMMER DETAIL COPING TO PUMP 2"~ 1|" HYDRO-VALVE (TYPICAL OF 2) 6" (MIN) CONCRETE ALL AROUND DRAIN SUMP MAIN DRAIN COVER TESTED TO PENTAIR MODEL 542031 (WHITE) AND 542041 (BLACK) ANTI VORTEX ASME A 112.19.8M BY U.L. 8172 LISTED 2'-2" 2'-3" 7\" 4" WATER LEVEL 2.0' 0.42' 6" BOTTOM 4" TOP 6" BOTTOM FLOTATION ANALYSIS 2\ HP RECIRCULATION PUMP 1 PHASE, 230 V, 137 GPM @ 50' TDH 8.58' 5.0' 3.58' 6.0' 2.42' 13,388 GALLONS RECIRCULATED IN 1.63 HOUR 200 GPM @ 1 GPM FILTER RATED 200 SQ.FT. FILTER AREA SIZE & DEPTH PUMP FILTER PERIMETER/AREA CAPACITY EXIT RAILINGS COPING POOL TURNOVER TYPE OF PATIO TILE - 6" CHOICE SLIP RESISTANT BRICK POOL DATA & EQUIPMENT 1.63 HOUR 15' X 30' POOL 2\ H.P. 13,388 GALLONS 3.0' TO 5' 103 L.F. / 471 SQ.FT. CARTRIDGE (200 SQ.FT.) TYPICAL WALL SECTION DEEP RADIUS 3'-0" RADIUS @ 3'-0" @ SHALLOW END WATER LEVEL POOL 12" RADIUS 4" STEEL TEXT FORM # 3 @ 10" O.C. EACH WAY OR KRAFT FORM WAY SIDES SHEET-1 FOR DETAIL) PAVERS DECK (SEE INTERLOCKING BRICK WELL COMPACTED FILL # 3 @ 10" O.C. EACH COPING SEE SCHEDULE FOR THICKNESS GRADE VARIES (SEE PLAN) F BARRIER SCHEDULE COMPLYING WITH F.B.C. 424.2.17 BARRIER DESCRIPTION CHILD FENCE ALL AROUND POOL IN PLAT BOOK 122, PAGE 61 OF THE PUBLIC ACCORDING TO THE PLAT THEREOF AS RECORDED LOT 15, BLOCK 1 OF "ROYAL OAKS" LEGAL DESCRIPTION: RECORDS OF MAIMI-DADE COUNTY, FLORIDA. BY REVISIONS CHECKED : O.M.F. DATE : MARCH '05 DRAWN : R.M.G. SHEET OF 2 SHEETS 1 SCALE : SHOWN JOB NO.: 05-016084 DENOTES 2\"~ LINES DENOTES 2"~ LINES DENOTES 1\"~ LINES SCALE = 1/4" = 1'-0" POOL PLAN IMPORTANT SAFETY NOTE: SUCTION INLET FITTING IS MISSING, BROKEN, OR LOOSE. DO NOT USE OR OPERATE POOL OR SPA IF THE SITE PLAN SCALE = _" = 1'-0" N.W. 169th TERRACE < 20' ASPHALT PAVEMENT 5' SIDEWALK 85.00' EQUIP. WOODEN FENCE EXISTING 6' HIGH EXISTING 6' HIGH WOODEN FENCE 85.00' CANAL (N.A.P.) 120.00' 120.00' CONCRETE DRIVE DT 2' CONCRETE BLOCK WALL POOL PROPOSED EXISTING E. METER AND U.G. SERVICE EXISTING 200 A PNL 5 5 5 5 5 5 5 C.B. ELECTRICAL DATA EXISTING COMBO PANEL 20 20 POOL PUMP CKT- 1, 3 POOL / SPA LIGHT CKT- 2 SERVES CKTS # 12 - 1/2" C 2 3.2 # 12 - 1/2" C 1 0.4 WIRE - COND. KW P ELECTRICAL RISER DIAGRAM ALL WIRING SHALL BE COPPER THWN DISC. COMBO W/ 200 A AND 2- "~ x 10' RODS (Cu) IN 1/2" C TO C.W.P. EXISTING 1 # 4 (GRD) 6' APART NOTE: EXISTING METER CAN EXISTING PANEL 200 AMPS 1 # 6 (GRD) - 2" C EXISTING 3 # 2/0 THWN Cu GRADE EXISTING 2"~ DOWN PIPE TO POWER Co POINT OF CONNECTION 11.0 2 # 6 - [" C CKT- 4, 6 HEATER 60 3 # 6 (CU)- [" C 10'-0" MINIMUM 20'-0" MAXIMUM 18" TO COPING LEVEL WATER BOX 36" 4" 8" (MIN) 4'-0" JUNCTION TIME CLOCK POOL PUMP 75 WATTS 12 VOLTS REMOVABLE UNDER WATER NICHE LIGHT AT SPA 3 #10 (CU)-[" C NON #3 BARS EACH WAY CORROSIVE CONDUIT UNDER WATER NICHE LIGHT AT POOL 300 WATTS 12 VOLTS REMOVABLE 3 #12 (CU)- \" C POOL LITE 3 #10 (CU)- [" C 3 #12 (CU)- 1/2" C RECEPT. GFI / W.P. Tx SWITCH 3 #12 (CU)- \" C JUNCTION BOX AND PUMP SWITCH PANEL 200 A EXISTING 11 KW HEATER VARIES SEE PLAN SEE PLAN VARIES 4'-0" 7'-0" MAIN DRAIN 30'-0" WATER LEVEL 5'-0" ANTI-VORTEX 23'-0" 1/7 MAX. POOL BOTTOM GRAVEL 12"X9"X9" SUMP PRE-CAST CONC. OR RUST-FR FIBERGLASS MAIN DRAIN EACH WAY 6" CONCRETE SLAB WITH # 3 @ 10" O.C. TYPICAL POOL SECTION 1| HYDRO VALVE 1/7 MAX. PROPOSED POOL 5 28'-4" 14'-4" 35'-0" 15'-0" H C JOB NO.: 05-016084 SCALE : SHOWN 2 OF 2 SHEETS SHEET DRAWN : R.M.G. DATE : MARCH '05 CHECKED : O.M.F. REVISIONS BY 0.1 HOUR 28 L.F. 795 49 SQ.FT. SPA 5 SPA TURNOVER 0.1 HOUR 2"~ VACUUM 2\"~ POOL M.D. 2"~ SKIMMER 2\"~ SPA M.D. VALVE CHECK 2\"~ POOL RETURN LINE 1\"~ SPA RETURN LINE 2"~ CARTRIDGE FILTER (200 SQ.FT.) HEAT PUMP 11.0 KW 1\"~ 2"~ WASTE LINE LINT STRAINER WITH HAIR AND 2\ H.P. PUMP 2"~ AIR RELIEF VALVE CHLORINATOR (A) RISER HEIGHT MUST BE UNIFORM (B) NO LIMITATIONS ON DEPTH TO FLOOR (C) CONTRASTING TILE AT EDGE 3'-0" 12" WATER LEVEL 4" 4'-0" MAX. 12" (B) 12" MAX. MAX. MAX. 12" 12" (A) (C) (A) (A) (C) (C) STEPS DETAIL 1/7 MAX. SLOPE DECK COPING NOT LIMIT 10" MIN. 10" MIN. PAVERS DECK AREA = 1075 SQ.FT. 6" 6" 6" 6" LITE WITH GOOSE NECK 12" ABOVE GRADE 1\"~ VENT PIPE HANDHOLD CERAMIC TILE 4'-0" DEEP SWIMOUT DEEP 3'-0" STEPS 12" 36" 12" S SKIMMER 1/7 MAX. SLOPE MAIN DRAIN (2) ANTI-VORTEX DEEP 5'-0" SWIMOUT OVERFLOW LIGHT SEAT 2-M.D. SEAT STEP P.O.E. WITH GOOSE NECK 1\"~ VENT PIPE 12" ABOVE GRADE WATER LEVEL 7'-0" SCALE: [" = 1'-0" 6" WALLS, 8" BOTTOM PNEUMATICALLY PLACED CONCRETE WITH # 3 AT 10" ON 12" 2'-0" 16"" SPA SECTION POOL WALL OF CENTER EACH WAY SEAT 1'-2" WATER LEVEL 5'-0" PROVIDE 12" x 20" = 240 SQ.IN. (MIN.) AREA FOR SPA TOP STEP OVERFLOW COPING 12" ANTI-VORTEX MAIN DRAIN STEP 12" PROVIDE TILE INDICATED SPA POINT OF ENTRY DECK PAVERS 10' PARKWAY

Language	English
Drawing Type	Detail
Category	Pools & Swimming Pools
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features	Pool, Deck / Patio, Car Parking Lot, Garden / Park
Tags	autocad, DETAIL, details, diagram, DWG, electrical, piping, piscina, piscine, PLANES, POOL, schwimmbad, swimming pool