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09-724-003RESIDENTIAL •! L ENCLOSURE NOTES •�.i r. ► • •r r f' •- f • • • ## r r • • f ' f i • • • • r • r • ..l r r r i• r• o♦ r r ! ! • 1 •• 1. Y r r #. !• f• r i • r • r :• r r • ••f- • f • 1 '! • ! r r r • •' POOL GENERAL NOTES. 1. SWIMMING POOL WAS DESIGNED ACCORDING TO : 0 07 RESIDENTIAL • r 2. REINFORCING BARS TO BE NEW BILLET GRADE CONFORMING TO ASTIM A-615. GRADE 60 POOL BUILDER TO FOLLOW FLOTATION • • 4. ALL POOL PIPING TO BE PVC SCHEDULE 40 AND BEAR THE NFS APPROVAL S. DISPOSAL OF POOL WATER WITHIN LOT LINES AND SUCH POUNDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR DISCHARGE. 6. WATER SUPPLY D DISPOSAL SHALL BE INSTALLED IN A WAY SO THA THERE IS NOT CROSS • • DOMESTIC WATER SUPPLY OR WATER DISPOSAL 7. GRATE AT MAIN DRAM • OF r 8. HAIR AND LINT STRAINERS SHALL HAVE REMOVABLE SCREEN WITH A FREE AREA THREE TIMES THE AREA OF THE SUCTION LINE (4-DIA. MIN.). 9. ALL FLOOR & WALLS OF POOL TO : y CONC. DAY COMPRESSIVE OF i 11 P.S.I. 10. ALL REINF.STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. 11. ALL POOL PIPING TO BE • 1 • THREADED SOLVENT WELD JOINTS. 12. IN ALL CASES, THE POOL CONTRACTOR PRECAUT`IONS TO PROTECT METHODS EXISTING STRUCTURES FROM FAILURE BY SHEATHING AND/OR SHORING, OR OTHER • r THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY i- THE SAFETY OF 13. THE DESIGN r RESPONSIBILITY FOR POOL CONSTRUCTION IN SURVEYS EASEMENT OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL OF LOT AND RESIDENCE • INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABUSH LOT POOL CONTRACTOR AND/OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO ME CONSTRUCTION. •f NOT DRAIN POOL UNDER GROUND WATER OR STORM CONDITIONS. 15. TEMPERATURE OF r THAT MAXIMUM WATER TEMPERATURE DOES • • 102 DEGREES PREPARATION SITE 1.EXCAVATION SHALL REMOVE ROOTS, y ANY r 2. EXISTING SOFT SILT AND ORGANIC SOIL LAYER SHALL BE REMOVED AND REPLACED WITH- STRUCTURAL FILL 3. .. LIME ROCK SOIL . 1 .- f AND USED . 4. ONCE THE ORGANIC LAYER HAS BEEN REMOVED, THE DEMUCKED SURFACE SHALL BE COMPACTED. 5 FILL THEM IN LIFTS # EXEEDING 12 INCHES IN LOOSE THICKNESS. 6. EACH LIFT SHALL BE THOROUGHLY COMPACTED WITH VIBRATORY COMPACTION 7. FILL SHALL CONSIST OF CLEAR SAND AND LIME STONE OR GRAVEL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3" AND NO MORE THAN 10 % PASSING THE No. 2DO SOIL STATEMENT: FOUNDATION SYSTEM HAS BEEN DESIGNED USING A PRESUMPTIVE LOAD-BEARING CAPACITY OF !!! PSF. THE • SOIL COMPOSITION THE • OF • MIXM WITTi SANDY MATERIAL. AT THE TIME OF CONSTRUCTION AND A F.FER THE GROUN HAS BEEN SUBMITTED • BUILDING • ATTESTING • PROFESSIONAL ENGINEEOR OBSERVED r NOTES 1 THE SOIL CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN WAS BASED NJ ELECTRICAL 1. INSTALL WIRING D DEVICES AS INDICATED IN POOL ELECTRICAL SCHEMATIC DIAGRAM. INSTALL DISCONNECT SWITCH AT MOTOR IF NOT 50 'OF r SWITCH AT SERVICE POINT. •. • TO COMPLY WITH NEC 660-1575 :1 2. ALL METALLIC PARTS OF r ING CONDU DECK, FIXTURE HOUSING, REINFORCING STEEL OF THE POOL SHELL, COPING rr . •• BONDED f STONES, • BONDING -r AND COPPER GROUNDED TO A COMMON GROUND [680.26(C)I. BOUNDING CONDUCTORS SHALL NOT BE SMALLER THAN A #8 3. POOL LIGHT TO BE -r y r TO COMMON BONDING r, CONSISTING OF CONTINUOUS COPPER LOOPED AROUND POOL PERIMETER. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORCING, AND PUMP MOTOR NO RECEPTACLES SHALL BE INSTALL WITHIN 10' OF DISTANCE OF r 5. ALL DISCONNECTING MEANS [ARTICLE 404] AND SWITCHES MUST BE LOCATED AT LEAS 1 5 HORIZONTALLY FROM r, OF POOL UNLESS SEPARATED FROM POOL BY A SOLID FENCE, WALL, OR OTHER PERMANENT BARRIER [68022(C)]. LEGAL DESCRIPTION. RECORDS LOT 19, BLOCK 4, Mc KEEVER TERRACE ACCORDING TO PLAT BOOK 9, PAGE 49 OF THE PUBLIC OF MIAMI-DAD f FLORIDA. • t 104 SCALE 1/16• =1' -O" LOT COVERAGE • HP POOL AREA Area (GAUMIN) House Area including Front Porch r PTH OF POOL AT DEEP bt r T H i r i . i AV l G E PO 0 L W A TE - D E ` TH '..�'�. 1318 SF Utility Building ! S• 285 SF Slab in front of UtiLty Building tiii - ' - 42 SF Terrace at back Oil- 278 SF Metal Shed 5.4x7.4' .. . 40 SF Conc. slab south side UPLIFT PRESSURE 134 SF Pool Area +Spa cs 10427.12' 259 SF Driveway Area << ...._.. _ ✓. 315 SF Pool pavers deck o i 313 SF Pavers walkway at front' ✓ 96 SF Pool Equipmentslab .. ✓ 25 SF IDECK PERIMETER t !t TOTAL 3105 SF Lot Area = _ 6900 SF Percentage covered = ... 3105 x 100 = 45.00 % _ . _ _ _ . ! 6900 Percentage of green area = 100 - 45.00 55.00 lo___ PIPING -0 2" SKIMMER LINE L1 • 112" SPA HYDROTHERAPY SUPPLY LIN! 4 SPA DUAL MAIN DRAIN LINE Q 2" POOL DUAL MAIN DRAIN STORY EXISTING ONE POOL PIPING PLAN, scale 1114 111=1 I PRESSURE GAUGE &- PRESSURE RELIEF VALVE f L, It CARTRIDGE FILTER - - 200 SQ.FT. _ ,V;0, POOL SPA DATA • HP POOL AREA _ PERIMETER WALLS (GAUMIN) SPA AREA r PTH OF POOL AT DEEP bt r T H i r i . i AV l G E PO 0 L W A TE - D E ` TH '..�'�. • SF POOL .. AREA ! S• . r r ♦. i i i � ;�� SF POOL PERIMETER tiii - ' - �CONCRETE WEIGHT FT SPA PERIMETER 90i FT * r RI M ETE R .. . r ; .: UPLIFT RESISTING PRESSURE AVERAGE •ii DEPTH UPLIFT PRESSURE ! 'ii C-AiiAlbitY 10427.12' :1 i ., AVERAGE DEPTH If 1! FT CAPACITY i l .. CUBIC-FEET TOTAL A r, -ii IJ SPA) • POOL PUMP SIZE • HP POOL PUMP CAPACITY (HEAD 60 F _ PERIMETER WALLS (GAUMIN) SPA PUMP , r PTH OF POOL AT DEEP bt r T H i r i . i AV l G E PO 0 L W A TE - D E ` TH '..�'�. • HP CAPACITY SPA PUMP .D,• ! S• . r r ♦. i i i � ;�� • - CARTRIDGE tiii - ' - �CONCRETE WEIGHT i FILTRATION RATE 90i (GAUMIN&PM) POOL TURNOVER lt, r ; .: UPLIFT RESISTING PRESSURE •. TURNOVER UPLIFT PRESSURE ! BENCHS STAIRS AREA 'STAIRS UPLIFT RESISTING PRESSURE :1 ■ SF BENCHES STAIRS PERIMETER 1! FT BENCHES STAIRS VOLUME i l .. CUBIC-FEET POOU SPA VOLUME CUBIC-YARD TOT. TOTALOF VOLUME i rD IDECK PERIMETER t !t i i'- • • • mm Mi I W� ' SALT CHLORIDE SYSTEM Imo+. • • N A NA LYS I S • 1061361206161107-3 4 4:4 VIal Ii 11, r fcxlsj�� _ PERIMETER WALLS r PTH OF POOL AT DEEP bt r T H i r i . i AV l G E PO 0 L W A TE - D E ` TH '..�'�. ,• ! l ! S• . r r ♦. i i i � ;�� • - • ;'� tiii - ' - �CONCRETE WEIGHT i INICIAL WATER HEAD 1-WA-LL-S THICKNESS lt, r ; .: UPLIFT RESISTING PRESSURE rl•• UPLIFT PRESSURE �:L•2T1'�i -31i WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND (MM/S) FOR PRESSURE PIPING AND 8 FEET PER SECOND FOR SUCTION PIPING "FLOOD CRITERIA ELEVATION HAS BEEN SELECTED BASED ON AMENDED PLAT OF FLOOD - CRITERIA MAP, SHEETS 1, 2, 3, 4, AND S RECORDED IN PB. 91 P69, PB 114 P89, AND PB 119 P29 OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, MARCH 1982.- r LEVEL DEPTH r' SLAB ON ,POOU SPA AREA _ PERIMETER WALLS AVERAGE STAIRS/ • i ! S• • - • ;'� �CONCRETE WEIGHT i 1-WA-LL-S THICKNESS lt, .: UPLIFT RESISTING PRESSURE rl•• IWALLS UPLIFT RESISTING PRESSURE 'STAIRS UPLIFT RESISTING PRESSURE PRESSURE CHECKING UPLIFT UPLIFT FORCE RESISTING NO UPLIFT i WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND (MM/S) FOR PRESSURE PIPING AND 8 FEET PER SECOND FOR SUCTION PIPING "FLOOD CRITERIA ELEVATION HAS BEEN SELECTED BASED ON AMENDED PLAT OF FLOOD - CRITERIA MAP, SHEETS 1, 2, 3, 4, AND S RECORDED IN PB. 91 P69, PB 114 P89, AND PB 119 P29 OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, MARCH 1982.- r LEVEL DEPTH r'