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HomeMy WebLinkAboutBuilding PlansRAILING BY OTHERS - Deck jet (3 Flow Rate: 77.76 Gal/Min Your Head Loss: 41.02 Ft Maximum Flow Rate at Maximum RPM: 80.16 Gal/Min Ensure the drain cover max flow rating is not exceeded. Head Loss at Maximum Flow Rate: 42.64 Ft 10X20'6 POOL 3'6 TO 4'10 DEEP 67LF 222SQ FT 7000 GALLONS GLOBRITE COLORED LED LIGHT 3-3/8" RETURNS 32" CHANNEL DRAIN SuperFLOW vs pump CLEAN AND CLEAR 150 filter Salt unit Aqua cal sq 145 Heat pump 204sq ft pavers covered porch 575 sq ft pavers pool deck 2.5 inlet 2.5 discharge TRM CONSTRUCTION PIERCE 128 OCEAN ESTATES DRIVE AVALON FT PIERCE SUPER TEDDY 970-274-6276 CRYSTAL POOLS 4680 US1 VERO BEACH, FL. 32967 567-3067 2-e�&c ©-i a6-- REVIEWED FOR CODE ,OMPL.IANCE ETn UCIE/�CODUNTY B®CC 9� P _ No. 61000 * _ CO PI TEOF FL R1���\$�� It�a toVMMp�ar,P.6. //ll( JAN 2 0 2020 MBV 1E35 verto BEACH, � 32550 EAcw, L32 ENGINEERING,INC. (77�)559-0035 Vwo MO0ASOWLESV'LlAMRAgMS aSOCIA%8 CONSULTWO ENOINUAMlO 17 fox (321)2S3)/5 08AfWbowiro CAM" (? 72) 48&8035 FOr1 Pkrae m /L W 24 1-- 9 21 13 I- 18 H 4 15 = 12 9 O 8 < z 3 0 J 0 IQ- D H THE POOLISPA WILL MEET THE SAFETY FEATUREBARRIER REQUIREMENTS OF CHAPTER 515 FLORIDA STATUTES AND SECTION R4501.17 FLORIDA RESIDENTIAL BUILDING CODE SIXTH EDITION.. STAR -RITE SUPERIIII VS VARIABLE SPEED PUMP �■®a—�®�--ems WON ME 1116�11-0 WE OR 0 1 ����e®e■��a� -10 US GALLONS PER MINUTE PUMP UODEL ZaIWII �1: Rpm CURVE A CURVE 6 CURVE C IP.A PUMP PERFORMANCE CURVE - STA-RITE SUPERMAX PUMP DE SECTION 4. TECHNICAL DATA RRH RI,y m Imwommmmmmmmmm mm FLOW RATE (GPM) B. FLOW RATE TABLE I STA-RITE FILTER RESIDENTIAL.. AXIMUM CARTRIDGE FLOW RATES COMMERCIAL MAXIMUM CARTRIDGE < FLOW RATES MODELk PRODUCTk SD. FT. GPM GPH fiHR 6HR GPM. GPH BHR eHR PCRP 100 160351 iW 100 6,000 38,000 48,000 38 2,260 13,680 16,240. PCRP 150 160352 160 150 9,000 54,000 ]2,000 58 3,360 20,160 2SSW PCRP 200 160350 200 150 9,000 54,000 72,090 75 A 500 2T,000 38,000 1) RECOMMENDED FLOW RATE FOR RESIDENTIAL IS 5 GPM PER SQ. FT 2) COMMERCIAL FLOW RATE IS A MAXIMUM OF .375 GPM PER SQ. FT. OR FILTER AREA NOTE: ACTUAL SYSTEM FLOW WILL DEPEND ON PLUMBING SIZE AND OTHER SYSTEM COMPONENTS. FILTER PERFORMANCE NOTE FILTER MEETS THE REQUIREMENTS OF FSCR SIXTH EDITION. NOTE• ATTACH ALL SHORING MATERWL (1) 32" CHANNEL W/. 16D COMMON NAILS, DRAIN IN POOL EXCEPT WHERE NOTED. 2"X4" WOOD CALL PLATE n4" WOOD OUTRIGGER 31/4-X 3/16" TAPCON ON 12" OC DRIVE 2�7(4" W000 IN GROUND�� EXIST. 2 X4" WOOD 1 POOL SHELL ' 5/8" PLYWOOD 2x4 SUPPORT POSTS STAKED 0 4'-O" O.C. MAX. SHORING DIAGRAM DETAIL CRYSTAL POOLS 4684 N. US 1 VERO BEACH, FL 567-3067 FAX 770-5961 CPC 1457120 1.HHEA DHOLDS SHALL BE PROVIDED AROUND POOL EDGE WHERE WATER DEPTH EXCEEDS 4 FT AND COPING IS LOCATED 12" R MORE ABOVE WATERLINE. 2. PROVIDE HANDHOLDS NO MORE THAN 9' ABOVE WATERLINE SPACED NO GREATER THAN 6 FT. WALL MAX. HANDHOLD DETAIL DESIGN FLOW PIPE FLOOR NOTES 2.5' 308 GPM TO POOL PUMP 2" 268 GPM TO POOL PUMP 2.5' 200 GPM TO WATER FEATUR 2" 184 GPM TO WATER FEATURE NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN.8 FT DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. LONGITUDINAL POOL SECTION DETAIL CUP MODEL / 25506-32x (x = COLOR) MAX. TOTAL RATED FLOW.• 308 GPM MAIN DRAIN DETAIL POOL DEPTH 'X' FOR ANGLE OF REPOSE MIN.'x" S 3'-8" 3'-0' X-0' 4'-O' 3'-4' 3'-0' 4'-4' 3'-8• 3'-8" 4'-8' 4'-0" 4'-0" X-O' 5-0' 4'-4' 4'-4' 4'-0' 5'-4' 4'-8" 4'-8' 5'-O' 5'-8" 5'-0' 5'-0" 5'-0' 3'-0' 6'-0- 5'-4' 5'-4' S-4' 3'-6' 6'-4' S-8" 45- 6'-O' '-0 3-O'W-8' 7'-0" 6-4" ' 1 6'-0' 3'-6" C D WALL TYPE SUPERMMII( PCRP 150 VS SPEED PUMP o CARTRIDGE FILTER CHOLORINATOR RETURNS BASIC POOL PIPING SCHEMATIC SWIMOUT DEPTH DETAIL FLOW AND FRICTION LOSS PER FOOT SCHEDULE 40 PVC PIPE VELOCITY - FEET PER SECOND PIPE SIZE (in) 6 F.P.S. 8 F.P.S. 1' 16 GPM 21 GPM 1.5' 38 GPM 50 GPM 2" 63 GPM 82GPM 2.5" 90 GPM 117 GPM 3" 138 GPM 181 GPM 4" 238 GPM 313 GPM 6' 374 GPM 712 GPM NOTES: 1. WATER VELOCITY IN SUCTION PIPES SHALL BE MAXIMUMS F.P.S. 2. WATER VELOCITY IN BRANCH SUCTION PIPE SHALL BE LIMITED TO 6 F.P.S. WHEN ONE OF A PAIR IS BLOCKED. 3. POOL PIPING SHALL BE DESIGNED NOT TO EXCEED 10 F.P.S. MAXIMUM FLOW — POOL PIPING CHART 0 SAND SET PAVER DECK 2500 PSI (MIND 4 CONCRETE x (1) /5 CONT. OR (1) 15 CONT. OR (2)13'S BUNDLED *-W-* (2)13'S BUNDLED (2 FOR FOOTERS GREATER THAN 9' IN WIDTH) CONT. FOOTER W H MAX SPAN (FT) 9' _ 9' 15-O' 9' 12' 24'-0' 12' 12' 32'-O' 12' 16' 40'-0' - MONOLITHIC EDGE W H MAX SPAN (FT).. SLAB ONLY 20'-0' 8' 8' 30'-O' 8" 12" 34'-0" 12' 12" 40'-0' SCREEN TOOTER DETAIL FOR A CONCRETE DECK & A SAND SET PAVER DECK HANDRAIL: WHEN REQUIRED ALUMINUM OR STAINLESS STEEL HANDRAIL INSTALL 3 CONT. ,I" TO 4" THICK AS PER MANUFACTURERS WALL TYPE " A - 6' W/ #3 ®12O.C. E.W. BRICK COPING FIBERMESH CONCRF�TE INSTRUCTIONS 8 - 6" W/ /3 0 6" O.C. E.W. BREAKSTRIP W/ EXPANSION JOINTS 240 SQ. C - 7" W/ 0 6" O.C. E.W. AREA I.Z.IN1 EXPAN. jf3 D - 8' W/ /3 0 6" O.C. E.W. 6 X6" WATERLINE TILE 1 4" PER FT. SLOPE o JOINT BEARING WALL , TILE BULL NOWATERLINE CONTRASTINGSCOL R cw DECK AND R COLUMN I MIN. VERTICAL SUP RESISTANT COPING BY OTHERS a 2'-J" SHALLOW END • ;. J'_0" DEEP END COMPACTED FILL — 10"WATERLIN W !�� yeQd I I I+•• REPOSEANGLE OF APPRO!!DJFINISHI k 1�ti I I III G 01 •I ANGLE OF REPOSE USE TYP. WALL SEC77ON I f DEPTHS MAY VARY WITH POOL ANGLE OF REPOSE DETAIL TYPICAL WALL SECTION DETAIL POOL STEPS DETAIL STRUCTURAL -GENERAL NOTES (TYP) WP MANUAL I 3 f/12N J STARTER SWITCH (TYP.) 3 CONDUIT TC PUMP MOTOR CONNECT W/ /8 INSULA PUMP AWG COPPER FROM SIDES TO SERVICE MOTOR AT FOUR POINTS POOL WA PANEL AIR BLOWER POOL CONNECT MOTOR DECK SYSTEM HEAT PUMP W/ APPR SPST W/ ON OFF = TOGGLE�� SWITCH WP GFl 10' TO 20' SWITCH 3 18 IN FROM WATER CONDUIT (2) JUNCTION. BOXES-,,(2) .r wa 12V TRANSFORMERS 3: 112 IN 1/2" CONDUIT VERTICAL REINFORCEM POOL DECK 1' NON -CORROSIVE CONDUIT (2) 12V LIGHTS W/LOW VOLTAGE CUTOFF DEVICES ELECTRICAL DIAGRAM POOL IS DESIGNED IN COMPLIANCE WITH THE FLORIDA RESIDENTIAL BUILDING CODE SIXTH EDITION AND ANSI/APSP-7. FOR CONCRETE SHELL IIq�1�1�1�1�1�I�I�I�I�I�1�I�I�I�Ioil In■mm�n1r1u11rumm�nrlunrmnnunmmeuu■nm■unrnnlr nnrmnnnnnullnnnnnnrmlunnumnl�alarsnllnunrmnrmn wllrnn■unlrnHmlwlrulnnnr■nnrnn unrnnl■nllrru1r�111 r l 1111� I11�1�11111 �I111Ir III�IrI1111O1111111041111111rIIII I1111� I1111�111�1_.11, I 11 I -ROUND ■■■■■■ DECK CONNECTOR I� 18 NON INSULATED AWG COPPER WIRE THAT EXTENDSOUT FROMSIDES —THE POOL, DECK, c DESIGN CRITERIA AND LOADS SOIL CAPACITY: 2000 PSF GENERAL REQUIREMENTS - S. 1. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "FLORIDA BUILDING CODE (FBC)", SIXTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION(AHJ). 2. WHERE OTHER STANDARDS ARE NOTED IN: THE DRAWNGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION INACODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. 3. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOWTHE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. 4. ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FOR SPECIFIED ITEMS MAY BE USED. 5. ALL BUILDING SITES SHALL BE GRADED TO ALLOW DRAINAGE AWAY FROM THE STRUCTURE. 6. ALL FLOOR AND WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONCRETE WITH A MINIMUM28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. NOTE: 7. POOL SHALL BEAR ON UNDISTURBED SOIL; FREE OF PEAT, MUCK PERIMETER SURFACES AND EQUIPOTENTIAL ALL METAL PARTS R POOL STRUCTURES MUST BE BONDED TOGETHER. OR OTHER DELETERIOUS BONDING GRID INCLUDES UNPAVED AREAS NONCONDUC77VE STEEL CANNOT BE USED BECAUSE IT DOES NOT MATERIAL OF ANY SIGNIFICANT AMOUNT. AS WELL AS POURED CONCRETE AND PAVERS. ELIMINATE VOLTAGE GRADIENTS. 6. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE EQUIPOTENTIAL BONDING GRID DETAIL SAFETY OFEXISTINGsB ® 8. BATHERS ARE NOT TO BEE ALLOWED ALLOWED IN POOL UNTIL OPERATING p PERMIT IS ISSUED BY THE AGENCY HAVING JURISDICTION V ILL 1835 - 20TH STREET VERO BEACH, FL 32960 `, MNNIBV PH. (772)569-0035 FX. (772) 778-3617 N 1000 ENGINEERING, INC. MOIA BOWLES VILLAMIZAR 8 ASSOCIATES CONSULTING ENGINEERING MELBOURNE, FL- PH (321) 253-1510 FT. PIERCE, FL RODOLFII7A LA .� CA93728 - PH Q72)46&9055 TEOF 4!� A0 oR�oe��� fti1111110\0 FILE GORY sure i SSA w•M L' • • 1 - - - - - - - - - - - - - - - - - - - - - - I I I I I I �V/ ATI t V l/ �P 2 N.T.S. w 1 U � GENERAL: ' o: OUTDOOR LIVING & POOL DECK FLOORING MATERIAL TO BE PAVERS 1 OVER CONCRETE SLAB (PER STRUCTURAL DVVGS) c OPEN SPACE CALCULATION SQ.FT. PERCENTAGE TOTAL LOT AREA 4,500 SF 100 IMPERVIOUS AREA (BUILDING, PADS, 3,363 SF 74.7 DRIVEWAY, POOL,; POOL DECK) PERVIOUS AREA 1,137SF 25.3 (GREEN AREA) FALL PROTECTION 1001' I I REQUIRED: MORE THAN 30" GRADE DIFFERENCE (R312.1) Rm S T— Q �� II Y U a Ln I- z V Q Al �ROOF PRl1TFRTInN• n" L o W � o I U 0 O o m G O u i E-DE'll N II U i r, :r (kx I ,ui � Wkf d /D j Z ' tP. 'j r " �a I Ili � I r, 1 Job No. 1804037D I wl :cop' I I ALL IDEAS, I REPASS THE PROBE EVOLVED.& WITH THE 8 1 ,I DESIGN8;AI 1 I OR DISCLOf FOR ANY PL ---------------.--------------------------"1 PERMISSIOf WRITTEN DI �. . PRECEDE2 SHAM VERI CONDITION: OF ANY VAF CONDITION: OF AOEpUA FOR AP AD ON ITEMS S RANDALL S' NOTE: � FIFE & GRADE RECEIVED EXPRESSED � -- IN NAVD JAN 19 2020 SITEPLAN ST. Lucte County, Permitting at SCALE MUST IN GS SHALL HAVE CONTRACTORS L OIMENSION$ 8 BUST BE NOTfFIED NSAND S SHOP DETAILS 0 TO THIS OFFICE FH FABRICATION RESERVED