HomeMy WebLinkAboutPool 2POOLINLETS3-WAYVALVEPRESSURE GAUGE ANDAIR RELIEF VALVEJANDY PRO SERIESCS150 SERIESCARTRIDGE FILTERWASTE RETAIN ON SITEJANDY FLOPRO 2.7W/ HAIR AND LINTSTRAINER(1) 32" CHANNELDRAIN IN POOLSKIMMERCLEANER LINE2-WAY VALVEJETS(1) 32" CHANNELDRAIN IN SPACHECK VALVEHANDHOLD DETAILMAIN DRAIN DETAILPOOL STEPS DETAILPOOL PIPING CHARTMAXIMUM FLOW - FOR A CONCRETE DECK SCREEN FOOTER DETAIL & A SAND SET PAVER DECK EQUIPOTENTIAL BONDING GRID DETAILDIAGRAM DETAILELECTRICAL DIAGRAM ANGLE OF REPOSE DETAILTYPICAL WALL SECTION DETAILSWIMOUT DEPTH DETAILLONGITUDINAL POOL SECTION DETAILSTRUCTURAL-GENERAL NOTESDESIGN CRITERIA AND LOADS:SOIL CAPACITY: 2000 PSFGENERAL REQUIREMENTS1.THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNEDBY THE "FLORIDA BUILDING CODE (FBC)", SEVENTH EDITION,HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED ANDMODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ).2.WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USETHE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATEIS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODEDOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITHTHE ENTIRE STANDARD.3.THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THEGENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOTINTENDED TO SHOW ALL DETAILS OF THE WORK.4.ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORMFOR SPECIFIED ITEMS MAY BE USED.5.ALL BUILDING SITES SHALL BE GRADED TO ALLOW DRAINAGE AWAYFROM THE STRUCTURE.6.ALL FLOOR AND WALLS OF POOL TO BE PNEUMATICALLY APPLIEDCONCRETE WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF3,000 PSI.7.POOL SHALL BEAR ON UNDISTURBED SOIL, FREE OF PEAT, MUCKOR OTHER DELETERIOUSMATERIAL OF ANY SIGNIFICANT AMOUNT.8.THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THESAFETY OF EXISTING STRUCTURES.9.BATHERS ARE NOT TO BE ALLOWED IN POOL UNTIL OPERATINGPERMIT IS ISSUED BY THE AGENCY HAVING JURISDICTION.1835 - 20TH STREETVERO BEACH, FL 32960PH. (772) 569-0035FX. (772) 778-3617MELBOURNE, FL - PH (321) 253-1510FT. PIERCE, FL - PH (772) 468-9055MOIA BOWLES VILLAMIZAR & ASSOCIATESCONSULTING ENGINEERING CA #3728RODOLFO VILLAMIZAR, P.E.FL # 61,000PIPING SCHEMATIC SHORINGCRYSTAL POOLS4684 N. US 1VERO BEACH, FL567-3067 FAX 770-5961CPC 1457120MONOLITHIC EDGEWHMAX SPAN (FT)CONT. FOOTERWHMAX SPAN (FT)NOTES:1.WATER VELOCITY IN SUCTION PIPES SHALL BE MAXIMUM 8 F.P.S.2.WATER VELOCITY IN BRANCH SUCTION PIPE SHALL BE LIMITED TO 6F.P.S. WHEN ONE OF A PAIR IS BLOCKED.3.POOL PIPING SHALL BE DESIGNED NOT TO EXCEED 10 F.P.S.MAX FLOW RATESPIPEFLOOR INSTALLPORTOUTERCENTERSECTION 4. TECHNICAL DATAB. FLOW RATE TABLENOTE: ACTUAL SYSTEM FLOW WILL DEPEND ON PLUMBING SIZE AND OTHER SYSTEM COMPONENTS.FILTER PERFORMANCE NOTE: FILTER MEETS THE REQUIREMENTS OF FBCR SEVENTH EDITION.THE POOL WILL MEET THE SAFETY FEATURE/BARRIERREQUIREMENTS OF CHAPTER 515 FLORIDA STATUTES AND SECTIONR4501.17 FLORIDA RESIDENTIAL BUILDING CODE SEVENTH EDITION.POOL IS DESIGNED IN COMPLIANCE WITH THE FLORIDARESIDENTIAL BUILDING CODE SEVENTH EDITION ANDANSI/APSP/ICC4, ANSI/APSP/ICC5, ANSI/APSP/ICC7, ANSI/APSP/ICC15.HEAD LOSS (FT HEAD)FLOW RATE (GPM)MAXIMUM CARTRIDGEFLOW RATESMODEL #CS 100CS 150CS 200SQ. FT.100150200GPM1001251256 HR36,00045,00045,0008 HR48,00060,00060,000JANDY PRO SERIESCS SERIES FILTERPRESSURE DROP (PSI)CS 25025012545,00060,000in feet of waterus gallons per minuteJANDY VS FLOPRO SERIES PUMPVS FLOPRO 2.70 PERFORMANCE CURVEpump performance curve - jandy vs epump detailtotal dynamic head