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HomeMy WebLinkAboutFENCE SPECIFICATIONSj0 o MIT 1 I �m3 N N = N u THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ST. LUCIE COUNTY BUILDING ION REVIEWED FOR CO`M,PLIAN DAi r.—ts AND I MUST PLANS AND BE MADE SITE OR NO INSPECTION(S) Barrier To Be Fence & Alarms Sidmmer 6' Deep Pool 14'x29' 5" LED Color LED Color Benue N rt c N in DeooDrain __. Residence Designed For: A. Hall Residence O11710 Orange Ave. Fort Pierce, FL Odom Custom Pools, LLC 1056 Old Dixie Hwy Vero Beach, FL 32960 Phone: (772)473-9692 Fax;(772)299-4074 Paver Deck 3.5' Deep FILE COPY CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE .nn�cTpq pH RdoGORn yI A-1C4M%tltfAl rtnce q ► 41 Um;)lNm rl�n (�e 4- 0 L- 11,001 on dap✓I d winye)ws %0 l+lr't � t G�1 i i(� %pgrr�"� ✓ Ladd , Specifications Pool: width: 14' Length: 29' 5" Min Depth: 3.5' Max Depth: 6' Shape: Free Form Sqf 1::331 Perimeter: 79LF Tile 6x6 TBD Est. Gallons: 10,000 Elevation TBD Interior Finish: Wet Edge (Standard) Spa: 8' Round Spa Raised 18" w/7 ]ets Equipment Filter: ]andy CS Series 200cc Pump: ]andy HP Plus V-Speed 3HP Heat Pump: ]E 137K BTU Chlorinator: ]andy Truaear Salt Drain: 32" CMP Channel Drain Light: ]andy LED Color lights Automation: ]andy Automation System Deck: Aprox 1,057 Sq. FL Pavers w/ coping Plumbing Sldmmer:1 Drain:2 Returns: 6 Vac line: 1 ]ets: 5 All Dimensions are Approximate FILE COPY C°" ���S�p�°FTHE D /'P —Pool construction complies with FBC 2017 ANSI-7, ANSI-15 —Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 —Pool Barrier to comply with Section R4501 17-6th edition FBC —Skimmers comply with FBC 2017—R4501.21.2 —Soil bearing capacity assumed 2 000psi 095% compaction —Equipment Foundation 3'x7' conc slab min 3.5" thick pour in place —Water Heating equipment to comply with FBC 2017—R4501 WHEN PROVIIDED SHALL BE AT 20" MAX BELOW THE WATERLINE SWIMOUTS (NO SCALE) AREAS THAT EXCEED 1' WATER TABLE IN SHEL MAIN DRAIN POOL DETAIL (NO SCALE> PRESSURE GAUGES INSTALLED ON FILTER PUMP FOR FINAL INSPECTION A A Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 Feet Of Head Feet Of Head Vacuum Head + Pressure Head = Total Dynamic Head OUTS(DE ANGLE OF REPOSE 6' AND FURTHER — 4' THICK WALLS W/$3 REBAR 012" O.C. EACH WAY 3' TO 6' — 6" THICK WALLS W/$3 REBAR 012" O.C. EACH WAY 0' TO 3' — 8° THICK WALLS W/$3 REBAR 012' O.C. EACH WAY $8 COPPER I TO GRID HORIZONTAL INSTALL $8 COPPER TO GRID It VERTICAL INSTALL PoolBond PB-2008 Install in Plumbing T at least 3" Below Water level in Return Piping.install in sprinkler box for easy access WATER BOND DETAILS FOR NICHLESS LIGHT SYSTEM J. J J., 3 3 3- UD ao ; 5� F� EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: SHORING 15 INSTALLED AT EXCAVATION AND SHORING SHOULD BE SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT • NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES r * COMPACTION TEST OF THE B.ACI(DLLED MATERIAL ARE PROVIDED PRIOR TO THE POURING OF THE PATIO MISC. NOTES 1. ALL STEPS AND SWIMOUf BENCH EDGES WILL HAVE 24 CAPTILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY 2, HANDHOLD TO BE INSTALLED ARE WHERE DECK RAISED +6° ABOVE POOL STEPS (NO SCALE) y PER Fr--- MIN SLOPE [14.ET i REMOVE CRATE d: BRICK —a WELL POINT PLUG FROM MAIN COPING NN k ATTACH AU%. PUMP .. LINE WHEN EMPTYING POOL U CA" TILE ::•: GRATE SHALL BRICK PAVER PATIO BE SECURED IN INTERIOR PLACE SO FINISH 4Pp' TYP, WALL-3,000 PSI GUNITE THAT TOOLS ARE REQUIRED FOR REMOVAL STEEL—TEX FORM OR KRAFT WALL 6" TYP. FLOOR 31000 PSI 13 0 12" O.C.B.W. TRENCH DRAIN GUNITE NOTE: FOR DEPTHS ( GREATER THAN 6' ADD TREADED .y'• (1)$3 COVE BAR 06° O.C. PLUG GRAVEL BE — TO PUMP TYP. WALL SECTION & WELL POINT <NEI SCALE) BRICK COPING 6'x6' TILE , 7 — 6"x6" TILE GRATE SHALL BE SECURED IN PLACE SO THAT TOOLS ARE REQUIRED FOR REMOVAL TRENCH DRAIN — GRAVEL TO WATER LEVEL PAVER PATIO SPA BENCH 18" Z BELOW WATER LIME 4h7 TYP WALL-3,000 PSI GUNITE 'y' FLOOR " .. :' STEEL-TEX FORM .•�' OR KRAFT WALL 3 012° O.C.B.W. TO PUMP SPA WALL SECTION (NO SCALE) VENT LINE NOT TO BE FURTHER THAN 40 FT FROM POOL 25' MAX TO J WET LENGTH DRAIN SPA DETAIL (NO SCALE) POOL PATIO AIR VENT 12 VAC FROM POWER SUPPLY UNDERWATER"• LIGHT �� •i" 1" PVC ' :.. CONDUIT POOL FINISH STEP DETAILS-r,.''. 1. TREAD 6 MIN OF 10" WIDE. SCHEDULE 40 PVC SLEEVE 2. RISER NOT GREATER THAN 12" EXCEPT IF NO BONDING MORE THAN (3) TREADS ARE USED OR GROUND 3. ALL STEPS TO BE SOLID GUNRE 3000 P.S.I. [•, REQUIRED NICHLESS UNDERWATER LIGHT DETAIL (NO SCALE) HEATER CHLORINATOR HEATER BY—PASS FILTER POOL 3 5PP m 3 N C `Tsp)1FR CVANVEE 0" CV*VHEL 08* PIPING SCHEMATIC CUSTOM MOLDED PRODUCTS INC. CUSTOM POOLS LLC DECK 1 ROW OF WATERLINE TILE WATERLINE 3 —„ MAX 6' —0" —0" PUMPUNT STRAINER /HAR R —� 1 $3 STEEL ®12' 0/C EW. LEVEL FLOOR 6' THICK \ FLOOR SLOPES M.ICSLOPEC H11 LcC ScuuIM,L li7LL UNFORM iLCy 1 C YE yip ra 1v y $xsJ y.y�IE s6I 711HU 5.6.3 THE THE FLOW OF OW FRtlIE <��O1 E FLOP 1 T r'T egMS W.E OMPpAL T�$yrJE2N5yF0E@ $LYLLi i,L$ NOT EXCEEII 1 Poor IN 7 FOOT 29'-5" TYPICAL SECTION THRU POOL (NO SCALE) SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB PER FRC4501.6.fi COMPLIANT 32" CHANNEL DRAIN COMPLIANT' WITH 2017 FLORIDA BUILDING CODE I ICTFD TO ASM< E/ANSI A11219 8 32" CHANNEL DRAIN AND SUMP 25506-320-000 *THREE 2" SOCKET x 2.5" SPIGOT PORTS "DEBRIS GUARD INCLUDED *38.79in? OPEN AREA *IAMPO DSTED FLOW RATES *WHITE PVC BODY ug *COVER GOES OVER BODY TO GIVE FINISHED LOOK �- The maximum flow rating for this suction fitting with the center port plugged and outer parts open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor) and 192 GPM (wall) when using 2° plumbing. The maximum flow rating for this suction fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM (wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when Using 2" plumbing. VSPHP270 series Pump Performance ()am% 100 90 ao 8 70 60 i 50 M s so 20 10 0 WA 3aWWA�� o zo 40 LOW 42 gpm W 6V Rate, Gallons Per Minute (GPM H SPEED 105 acr HYDROS 105 gpm w 3s 30 25 z0 s Is M 5 0 Pump Model JANDY VS PLUSHP H.P. 2.7 ToW H,P: H.P.x service factor. 1H.p, or more must be 2 speed or vadablespeed FlMer Make JANDY CART. Size 200 HIMr min. area based on 6m. turnover flax rate pool gal, 1360 min. = Flaw Rate DMtde G.P.M. by Cartridge =375 or Sand =15 or D.E. = 2 Time Controller make ON PUMP Model ------ Console must operate a minimum Df two speeds. The lMherspeed override N not to exceed one normal cycle or 24 his whichever is Is" 1 SHAU 11INOT mEffB THAN 11 Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL 1. Calculate Pool Volume: __ XXXft_XxX_x 7.48(gal/Ft) = _XXX__gal (Surface Area) (Average Depth) (Volume in gallons) 2. Determine Flow Rate: ___ 10 0� 00 - go] / ___ 240___= 42____- - XXX _ _ XXX _ (Volume) (Turnover Minutes) (Pool Flow Rote) (Feature Flow Rate) (System Flow Rate) Determine Pipe Sizes: Trunk Piping to be 2.5 inch to keep velocity ® 8 fps max. at 117 gpm Maximum System Flaw Rate. Return Piping to be_ 2.5 inch to keep velocity® 8 fps max. at 117 gpm Maximum System Flow Rate. Main Drain Cover( ------ SEE ABOVE_____) System Flow Rate must not exceed approved cover flow rate. (Make and Model) See Engineering Page for Drain Configuration Plpe Size 6 fps Bfps 1' 16 gpn 0.14' 21 gpm 0.23' 1.5' 37 gpn 0,08' 50 gpm 0.14' 2' 62 gpn 0,06' 82 agm 0.10' 2.5' 88 gpn 0.05' 17 gpm 0.09 3' 136 gpm 0.04' 181 gpm . 77' 4' 234 gpm 0.03' 313 gpm 0.05' 6' 534 gpm 0.02' 712 gpm 0.03' Determine Pipe Sizes: SPA JETS ONLY Trunk Piping to be 2 5 inch to keep velocity ® 8 fps max. at 117 Maximum System Flow Rate, Return Piping to be 2'5 inch to keep velocity 0 8 fps max. at_ 1}7_gpm Maximum System Flow Rate. Main Drain Cover(_ _ SEE ABOVE___) System Flow Rate must not exceed approved cover flow rate. (Make and Model) See Engineering Page for Drain Configuration Pipe Size 6 fps Bfps 1' 16 gpm 0,14' 21 gpm 0.23' 1.5' 37 gpm 0,08' 50 gpm 0.14' 2' 62 gpm 0,06' 82 gem 0.10' 2,5' 88 gpm 0.05' 17 gpm 0,09 3' 136 gpm 0.04' 181 gpm . 7' 4' 234 gpm 003 0.05' 6' 534gp0.02' 712 gpm 0.03' DESIGNED FOR: ODOM CUSTOM POOLS HALL RESIDENCE 11710 ORANGE AVE FT PIERCE, FL ARIAS Man neacn, rl. aHz1 130 (305)879-0 C ***ELECTRIC -NOT INCLUDED*" PREPARED BY: - - SHEET; STEVE HORST 2 DRAFTING & DESIGN SERVICES 2 f77212111-7R4A bn)xtxteve(n)vaho0.com w • • • • y .a i w � • w M • w Y • w � • rt w • • 0 V- B Total Dynamic Head Ta n d"^ Calculation Worksheet Pro Series Canpauty OWNCUMA(Pi I "A &h.. 7n1PA016 Job Rrro: RALL4WNSPEEO AdmMar 117100RAWEAVE CRy/toww: RCE sum. zlpcoae:0 YlMnwess, DM smarm ba eased got fitsylFwrceM. 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