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HomeMy WebLinkAboutApproved Plana I 28'-0" 23'-6" ' WATER LINE 3'-6" 1 5'-0" HYDROSTATIC - 4'-6" VALVE (1-1/2") �r 11°SLOPE 11 MAX' (TYP') 3 MAX. 110 SLOPE MAIN DRAIN MAX. (TYP.) LOCATION LONGITUDINAL POOL SECTION N.T.S. Determine Minimum System Flow Rate: (35 gpm per Skimmer) 1. Pool Volume Calculation: 332 ft (Surf Area) x 4.25 ft (Avg. Depth) x 7.48 gallft'= 10,554 gal i. Determine Flow Rate: 10,554 gal / 360 min = 29,32 gpm + 0 gpm = 29.32 gpm (Volume) (Turnover Time) (Pool Flow) (Feature Flow) (System Flow) 3. Determine Pipe Sizes: Trunk Piping to e 2.0" to keep velocity at 8fps max. at ­82 gpm Maximum System Flow Rate Return Piping tobe_ 2 0" to keep velocity at 8fps max. at 82 gpm-Maximum System Flow Rate System Flow Rate Must Not Exceed Flow Rate for Main Drain Cover (See Detall at, Right) Dump Model: VS FHP 1.0 H.P.: 1.OHP Total H.P. - H.P. x service factor. 1 H.P. or more must be 2 speed or vanable speed. =filter Make: CS 100 Size: 100 ........... ........... .. .. ............_. Filter min, area based on 6 hr turnover flow rate (pool flow rate calculated above) Divide gpm by the following factors: Cartridge - 0.375, Sand -15 or D.E. - 2 rime Controller Make: Intermatic . Model: PE 35300 POOL RETURN PIPING POOL TRUNK PIPING POOL EQUIPMENT Pipe Size 8 fps (in.) GPM Loss (Rift) 1.0 21 - 0.23 1.5 50 0.14 2 O 82 0.10 2.5 117 0.09 3.0 181 0.07 4.0 313 0.05 6.0 712 0.03 WELL POINT THREADED PVC PIPE S 0. W W LL L U d +.' J r F- GRATE TO BE ATTACHED WITH SCREW r. 3/4" ROCK BED MIN 3YDS. ROCK TO STABILIZE SOIL) REMOVE GRATE AND WELL POINT VALVE FROM MAIN DRAIN, AND ATTACH AUX. PUMP LINE WHEN EMPTYING WELLPOINT N.T.S. VS-FHP1.0 PERFORMANCE CURVES 4" THICK CONCRETE SLAB 6x6 - W1.4/W1.4 WWM OR FIBERMESH 1:3 MAX. SLOPE DECK WIDTH VARIES W/ EXISTING SOILS COMPACTED TO 95% MAX. COMPACTION " - 6" WATERLINE TILE 8" r .2 #3 BARS AT TOP - TIED TO VERT. STEEL z all OLuW WIDTH VARIES FROM 4" - 6" 1- O c- rL� W #5 BAR W/ OVERLAP AT > = o END OF REBAR .;,� z m bo � i7 iD NOTES: 1.) IF NO SCREEN ENCLOSURE IS PROPOSED NO FOOTER IS N PLASTER FINISH, REQUIRED, HOWEVER, SLOPE SHALL BE STARTED 2 FEET " GEM COAT OR FROM EDGE OF PAVEMENT EQUIVALENT 2.) FOOTER SHOWN IS SUFFICIENT FOR STANDARD SINGLE STORY SCREEN ENCLOSURE. ALTERNATE DESIGNS, R INCLUDING BUT NOT LIMITED TO NO FOOTER REQUIRED, PROVIDED BY ENGINEER FOR SCREEN ENCLOSURE SHALL TAKE PRECEDENCE OVER THIS DESIGN " 10 to 3O 40 50 60 70 10 RH SW 110 120 130 140 150 160 170 &ND '190 200 FLOW GPM POOL PUMP CURVE NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL DETAILS REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC HEAD CALCULATIONS. SELECTED EQUIPMENT CALCULATIONS N 1 S. EQUIPMENT LIST LIGHT: SAVI JL LED COLOR TRANSFORMER: 300 W TRANSFORMER JUNCTION BOX: STANDARD JBOX SKIMMER: 2" AUTOMATIC 2 PORT MAIN DRAIN: CHANNEL DRAIN HYDRO JETS: NONE RETURNS: (3) THREE VACUUM LINE: (1) VAC LINE CHLORINATOR: JANDY TRUE CLEAR FILTER: JANDY CS 100 PUMP: JANDY 1.0 VS FLOPRO HEATER: NONE AUTOMATION: STANDARD TIMER HANDRAIL OR LADDER: NONE DECK TYPE: CONCRETE TOP & COAT DECK SQFT: 630 SQFT EXISTING SQFT: 212 TOP & COAT TO MATCH COPING: CAPSTONE DECK DRAIN: 45' 10" LNFT Owner: JOHN JACKSON Address: LOT 228 MEADOWOOD City: FT. PIERCE Phone: 843-318-2140 8" X 8" FOOTER -AS 101' +1' RAISED DECK 2'DESCENT 2'DESCENT HH IHH 3.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK. ' HOWEVER, FOOTER MUST STILL BE CONCRETE IN DIMENSIONS AND REINFORCEMENTS DEPICTED STEEL TEX. OR 4.) WALLS OVER 6' IN HEIGHT SHALL BE REINFORCED PER EQUIVALENT 6" WALL OPTIONS TABLE BELOW #3 BARS @ 12" O.C. E.W. CENTERED IN CONCRETE TYPICAL WALL AND DECK SECTION (MAX. 61 HEIGHT) N.T.S. VERT, REINFORCEMENT MAXIMUM WALL HEIGHTS #3 BARS @ 12" O.C. N/A N/A N/A 6' - 6" #3 BARS @ 9" O.C. N/A N/A 6' - 6" T - 0" #3 BARS @6"O.C. 6'-6" T-0" T-6" 8'-0" #3BARS @YO.C. 7'-6" 8'-0" 8'-6" 9'-0" REQ. WALL THICKNESS 4" THICK 5" THICK 6" THICK B" THICK HORIZ. REINFORCEMENT #3 BARS @ 12" O.C. #3 BARS @ 12" O.C.. #3 BARS @ 9" O.C. #3 BARS @ 6" O.C. ALTERNATE WALL OPTIONS (WALL HEIGHT GREATER THAN 6') N.T S. STAINLESS STEEL HANDRAIL (SAME BONDING FOR LADDER) POOL DECK WCONNECT#8 BARE AWG AWG WITH APPROVED • e BOND CLAMP 6" MAX. ._ .- - - - _- _ MIN. #8 BARE AWG a COPPER AROUND 7� PERIMETER OF POOL 18"-24" MIN. FOUR (4) CONNECTIONS (ONE CONNECT PERIMETER -� EACH SIDE) W/ #8 BARE GROUND WIRE TO _ • AWG COPPER W/ GROUND SYSTEM APPROVED CLAMPS CONNECT #8 BARE AWG COPPER WITH APPROVED BOND CLAMP •� LIGHT NICHE NOTE: BONDING PER FLORIDA BUIDING CODE ADAPTATION OF N.E.C. - 2011 SECTION 680.26 EQUIPOTENTIAL BONDING GRID DETAIL N T.S. WASTE (RETAIN ON SITE) PUMP WITH HAIR AND LINT STRAINER (SEE ATTACHED CALCULATIONS) FILTER SYSTEM MAIN RETURN LINE W/PRESSURE GAGE AND AIR RELEASE VALVE X N a "- O 3 0 el LEGEND CHECKVALVE N 2-WAY VALVE -� FLOW DIRECTION -ao _ z w OU Q y So U7 N 7 POOL z XW ¢� w Qj O0 ry 0 w Q N0 t_ N W TU Q0 U LL NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS PLUMBING DIAGRAM N.T.S. THESE PLANS AND ALL PROPOSED WORK .. ARE SUBJECT TO ANY CORRECTIONS BY MELD INSPECTORS THAT REQUIRED B WP MANUAL STARTER SWITCH (TYP.) I 3 -#12 WIRES IN 3/4" CONDUIT h PAY.BE NECES54*XIN.0RDER TO naa � COMPLY:]NI I H ALL AP LIM! CODES, �-= TO PUMP -� TO PUMP 2 (IF APPLICABLE) TO ELEC. SERVICE VIA WATER PROOF PANEL -i' TO BLOWER (IF APPLICABLE) G.F.I. NO MORE THAN 20' FROM POOL a TO HEATER (IF APPLICABLE) EDGE AND NOT WITHIN 10' OF POOL FOGE -- 3 #8 WIRES IN 1" CONDUIT JUNCTION BOX 3 -#12 WIRES IN 3/4" CONDUIT - \ 48"MIN. ` SPST TOGGLE SWITCH WATERLINE 12V TRANS. B" MIN 1" NON -CORROSIVE CONDUIT 18' MIN_�:�i::-- 18" MIN. ' a: 12V LIGHT W/ POOL WALL AND DECK LOW WATER (SEE TYPICAL SECTION) 1 r, C s lw�I- of CUTOFF DEVICE ST. LUCTV CfAT7NT' ..f-11 T -�T 1i'is.o:V ELECTRICAL DIAGRAM REVITV� TO" tcx,Vl''_11 '' i t)wV7 N,T.S. DATE ' III PLANS A D PERMIT DNST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. ' ` I 18" 12" MIN. 1 12" MIN. I 00 m O J _j Cno D ULI -n o a >o ° W w o O 9' 2" LU J 10 0 28' SO M 81 8" t'*I w 18 _pn h 16 O 0 R R fib X V co 45' 10" DECK DRAIN 212 COVERED PATIO TOP & COAT TO MATCH State: FL �7 1 ° Zip. ° POOL LAYOUT • • 12" MAX. 12" MAX. ,.� 12" MAX. P SEE TYPICAL WALL SECTION • ` FOR REINFORCEMENT NOTE: ALL STAIRS SHALL BE UNIFORM IN HEIGHT EXCEPT FOR THE TOP AND BOTTOM RISE WHICH MAY VARY FROM THE UNIFORM HEIGHT. STAIRS DETAIL N.T.S. 6, - 9, T-6' He Copy GENERALNOTES 1. ALL FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED CONCRETE WITH 28 DAY STRENGTH OF 2500 PSI. 2. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. 615 GRADE 60 3, PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL. 4. POOLS TO BE CONSTRUCTED ONLY ON CLEAN SAND OR ROCK. SOILS IN FINAL SACKFUL SHALL BE COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 PSF. ALL UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH CLEAN SAND PLACED AND COMPACTED IN 12" LIFTS. 5. ALL BACKFILL SHALL BE PLACED WITH CARE IN ORDER TO ENSURE THAT PLUMBING IS NOT DISTURBED. ALL FILL SHALL BE CLEAN SAND PLACED IN 12" LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY. 6. THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS IN ORDER TO PROTECT EXISTING STRUCTURES AFFECTED BY THE CONSTRUCTION. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 7. ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES WHEN NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION, AS SUCH, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACKS. 8. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM SEPARATIONS AS REQUIRED BY LOCAL REGULATIONS. GENERALLY, ELECTRICAL LINES SHALL BE A MINIMUM OF 10 FEET FROM OPEN WATER. 9. ALL UNSCREENED POOLS SHALL HAVE A FENCE A MINIMUM OF 4 FEET IN HEIGHT WITH SELF-LOCKING GATES. 10. WHERE POOLS ABUT OR ARE PLACED NEAR SEAWALLS OR BULKHEADS SPECIAL CARE SHOULD BE TAKEN. NOTIFY ENGINEER OF THIS CONDITION FOR ANALYSIS AND RE -DESIGN IF NECESSARY. 11, PATIO DESIGN MAY BE NOTED TO BE COMPLETED BY OTHERS. WHEN NOTED, ANY DETAILS REFERRING TO PATIO DESIGN ARE NOT APPLICABLE. THE TYPICAL WALL SECTIONS OF POOL ARE NOT APPLICABLE TO PAVEMENT DESIGN. 12. VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER. 13. THE SWIMMING POOL HAS BEEN DESIGNED TO MEET 2014 FLORIDA BUILDING CODE, AS WELL AS ANSI/APSP-7, AND SHALL BE ANSI 15 COMPLIANT. 14. BASE MATERIAL THICKNESS MUST BE 125%OF CONCRETE FASTENER EMBEDMENT. 15. HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR MAINTENANCE IN ORDER TO PREVENT FAILURE. 16. WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2014-R4501.6.3 17, POOL BARRIER TO COMPLY WITH FBC 2014-R4501 18. SKIMMERS TO COMPLY WITH FBC 2014-4501.21.2 19. EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE. 20. WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2014-R4501 21. ALL DECK AND SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS UNLESS OTHERWISE NOTED. 2011 POOL PUMP ENERGY EFFICIENCY REQUIREMENTS REQUIREMENTS APPLY TO EXISTING POOL DOESN'T APPLY TO REPLACEMENTS/ADDITIONS AND NEW COMMERCIAL POOLS CONSTRUCTION THE PUMP MOTOR USED TO FILTER WATER? Hg9 NOCANNOT BE SPLIT-ADED DOESN'T APPLYTOPOLE OR CCIRCULATION WITHOUTSTART-INDUC 7ATA THE TOTAL HORESPOWER ONE OR LARGER?TOTAL HP = PUMP HP x SERVICE FACTOR��5 NOALSO FOLLOW THESE RES: SINGLE SPPED PUMP - PUMP AND PUMP MOTBE TWO OR MORE SPEEDS. PERMITTED. ADDITIONAL - CONTROLS NED TO BEF OPERATINGATA REQUIREMENTS MAY APPLY MINIMUM OF TWO SPECONTINUE ON. - DEFAULT CIRCULATION MUST BE THE RESIDENTIAL FILTRATION SPEED. THE HIGHER SPEED OVERRIDE IS NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER IS LESS. - SOLAR POOL HEATING SYSTEMS ARE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE HEAT GAIN. IS THIS NEW CONSTRUCTION? ADDITIONAL REQUIREMENTS PER APSP-15:. NO ADDITIONAL - SIZE THE PUMP BASED ON: REQUIREMENTS ARE IN - POOL GALLONS / 360 MIN. AND SELECTING PUMP FROM PLACE DATABASE WITH CURVE AOR C LISTED FLOWRATE EQUAL TO OR LESS THAN CIRCULATED FILTRATION FLOWRATE. - ATIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO RUN THE POOL 'I \TION PUMP ONLY DURING THE OFF-PEAK PERIOD AND FOR . MINIMUM TIME NECESSARY TO MAINTAIN THE WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC - HEALTH STANDARDS FILTERS MUST 14AVE A MINIMUM AREA BASED ON THE 6-HOUR- TURNOVER FLOW RATE. - -- POOL GAL. / 360 MIN. = FLOW RATE (IN GPM) - DIVIDE GPM P' NUMBER SHOWN TO FIND THE FILTER'S MIN. SQUARE FOC E. (CARTRIDGE 375 SAND = 15 DE = 2) -_ MIN. DIAMETER OFSACKWASH VALVES MUST BE TWO INCHES OR THE DIAMETER OF THE RETURN PIPE WHICHEVER IS GREATER. - SWEEP ELBOWS ARE RECOMMENDED (REMEMBER: RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT EXCEED 8 FPS IN THE SUCTION LINE AND 6 FPS IN THE SUCTION LINE, AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE REQUIREMENTS.) PLI111 PORTS NOT BEING IISED TIONA, SINGLE CONNECTION OR t1YOROSTAIC VALVE INTERIOR' AME t MUD•RING POOL F941SH Tt 5 a 9 YY U ..0 � Y 9 LL p� O � b i"y � O� O b O• D 4 q • B L� 0 - `-=� Q � Q.. 4 - G OP 4P tlV P3 Q D �-.0 0 p • .�1` r :.a ♦ o o °o o a cp roo ao & ,ou=ao° b ° �6: • n - ,71'1.- �° a o o 'u o a�Q n aQ a °o O G1� Pea o �$ a °P © ca. • a d� o o ♦ " o • �VL71�.lLl{'yT-, O`....tl. 7212:1D3 a ° a a a7To o ° I,LCiCLt 1%0 EART TCRETE 7:GUNIT£ GRAVE:///p ToFUM NOTE: 2.0" PIPE CONNECTION ON CUSTOM MOLDED PRODUCTS THIS INSTALLATION 32" CHANNEL DRAIN SINGLE PIPE CONNIEGTIONON VGB-2009COMPLIANT Ann REPORT 1�t , 2". -412", W OR GREATER PIPE MODEL: CMP 25506-32X NOTE: THE MAXIMUM FLOW RATING FOR THIS SUCTION FITTING AS CONFIGURED WITH OUTER PORTS PLUGGED AND CENTER PORT OPEN IS 200 GPM (FLOOR) WHEN USING 2.5" PLUMBING AND 184 GPM WHEN USING 2" PLUMBING. CHANNEL DRAIN INSTALLATION DETAIL N.T.S. POOL DECK WATERLINE SAFETY NOTES _v 1. NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A 18" DEPTH LESS THAN 8'-8" AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL DOES NOT CONFORM TO THESE REQUIREMENTS AND NO DIVING SHALL BE PERMITTED 2. THIS POOL TO BE EQUIPPED WITH CHILD SAFETY FENCE AROUND THE PERIMETER OF THE POOL OR ALARMS AT THE ENTRANCES TO THE POOL (ONE TO BE CHECKED). - -- - BEAM LOUDEN BONDED POOLS JACKSON RESIDENTIAL POOL 3 9 ANGLE OF REPOSE =1.5:1 SWIMOUT DEPTH DETAIL FORRTT SHADOW LANE PIERCE, FL 34951 B" THICK WALL W/#3 N.T.S. BARS@6"O.C.E.W. ��•�►i`� POOL LAYOUT AND DETAILS 6" THICK WALL W/ #3 REBAR @ 12" O.C. .W I- �� �C E N SF'0. :S �'. . ENGINEERING 5" THICK WALL W/#3 REBAR @ 12" O.QE.W. U • N0.7017D * * = NOTE: SEE TYPICAL WALL SECTION WHEN WALL FALLS OF DESIGN, , LLC. OUTSIDE OF THE ANGLE OF REPOSE ; �, • A Q., R( �3�� 4731 N. Hwy AIA, Ste. 228 Phone: (772) 226-0224 ANGLE OF REPOSE CUNT u�}�,,', •p1 p DATE Vero Beach, FL32963 E-Mail: rpengdesignllc@gmail.com FIL LICENI�frfrIG,ex .%• L.B./C.O.A. No.' 96 l $% DATE: 3/12/17 SHEET 1 OF 1 PROJ. NO.: 17-31 NOTE: LAYOUT PROVIDED BY CONTRACTOR SCALE: 1/4" = V N®S.