HomeMy WebLinkAboutB13-0552 REV131.ANY STRUCTURAL OR SOILS ENGINEERING2.ANY CORE DRILLING AND/OR ACCESS THROUGH FOUNDATIONS.3.ANY EXCAVATION.4.ANY TRENCHING, INCLUDING SAND BEDDING.5.ANY BACK FILLING.6.ANY HIGH VOLTAGE WIRING, INCLUDING HIGH VOLTAGE CONDUIT INSTALLATIONS, BONDING(POOL STEEL AND ALL EQUIPMENT) AND INSTALLATION OF ALL HIGH VOLTAGE WIRING TO ALLPOOL/SPA MECHANICAL. (INCLUDING LIGHT CONDUIT, POOL COVER AND J-BOXES).7.ANY BOILER INSTALLATION, ALL BOILER PLUMBING, ANY COPPER PLUMBING, GAS PLUMBING,VENTING AND CONTROLS (EXCEPT FOR POOL/SPA TEMPERATURE CONTROL WHICH WILL ONLY BE ADRY SWITCH (NO 24V POWER PROVIDED).8.ANY FRESH WATER PLUMBING FOR AUTO-FILL AND HOSE BIB, INCLUDING BACK FLOWPREVENTORS.9.ANY MECH. ROOM DRAINS, INCLUDING SEWER DRAIN AND FILTER BACKWASH DRAIN.10.ANY MECH. ROOM VENTING, INCLUDING MAKE-UP AIR, COMBUSTION AND EXHAUSTVENTING.11.ANY POOL / SPA COPING.12.ANY BUILDING OR DECK DESIGN, ENGINEERING OR INSTALLATION, INCLUDING ALL EXPANSIONJOINTS AND DECK DRAINS.13.ANY DECK ANCHOR INSTALLATION FOR HANDRAILS - COORDINATE WITH POOLCONTRACTOR.14.COORDINATE ANY POOL / SPA SKIMMER EXTENSION COLLAR INSTALLATION WITH POOLCONTRACTOR PRIOR TO DECK INSTALLATION.15.$1<:,17(57(17,1*$1'+($7,1*,)$0%,(17$,57(03(5$785(,6%(/2:)16.ANY UP-CHARGES ON TILE OVER $5.00/SQ. FT. TILE ALLOWANCE.17.COLORADO POOLSCAPES OR ANY OF IT'S REPRESENTATIVES SHALL NOT BE HELD LIABLE ORRESPONSIBLE FOR ANY LIFE SAFETY ISSUES REGARDING THE OPERATION OF THE POOL AND /ORSPA OR POOL FACILITIES.18.LOCATION OR REQUIREMENTS OF REQUIRED FENCING FOR POOL AND/ OR SPA AREA.19.DIVING BOARDS ARE NOT PERMITTED ON THIS POOL /SPA.20.OWNER TO PROVIDE REQUIRED CARBON MONOXIDE DETECTORS.MECHANICAL / PLUMBING WORK:1.PROVIDE FOR FRESH AIR VENTING / AIR HANDLING (AND HEATING OR COOLING AS REQUIRED)IN MECHANICAL ROOMS, POOL / SPA EQUIPMENT ROOMS, CHEMICAL STORAGE & INDOOR POOL /SPA FACILITIES.2.HEAT EXCHANGERS NEED SPECIFIC Btu REQUIREMENTS PROVIDED THROUGH HOUSE BOILERSYSTEM W/ ZONE VALVE REQUIRED. PROVIDE 24V, ALL BOILER CONTROL WIRING FROM CONTROLTHERMOSTAT (DRY SWITCH) TO BOILER CONTROLS.3.PROVIDE AND INSTALL BOILER SYSTEMS. MECHANICAL CONTRACTOR SHALLINSTALL ALL GAS PIPING AND VENTING, INCLUDING EXHAUST, COMBUSTION AND MAKEUP AIRVENTING. GAS HEATERS NEED SPECIFIC GAS AND VENTING REQUIREMENTS AND WILL NEED TO BEINSTALLED PER MANUFACTURER REQUIREMENTS.4.PROVIDE AND INSTALL HEATER VENTING, AND COMBUSTION AIR, IF NECESSARY.5.ALL GAS PIPING, IF NECESSARY.6.PLUMBING CONTRACTOR SHALL PROVIDE FRESH WATER CONNECTION TO POOL, ANDWASTE WATER CONNECTION FROM FILTER, INCLUDING BACK FLOW PREVENTER (SUPPLIED TO POOLMECHANICAL ROOM WITH THREADED ADAPTER FOR POOL CONTRACTOR TO HOOKUP TO POOLPLUMBING) AS SPECIFIED AND SHOWN ON DRAWINGS.7.FLOOR DRAINS: AT LEAST ONE TO SANITARY SEWER FOR ANY MOISTURE FROM EQUIPMENTAND MAINTENANCE IF A SAND FILTER IS USED A DRAIN TO SANITARY SEWER FOR BACK WASHING(TO HANDLE 140 GPM BY GRAVITY). FURNISH AND INSTALL THE FILTER BACKWASH FLOOR SINKSAND / OR STANDPIPES AND LINE BEYOND AIR-GAP TO WASTE.8.FURNISH AND INSTALL HOSE BIBS IN MECHANICAL / POOL EQUIPMENT ROOMS AND IN DECKAREAS AS SHOWN IN DRAWINGS, OR AS REQUIRED.9.FURNISH AND INSTALL ALL 'DECK DRAINS' TO WASTE AS REQUIRED BY CODE. PROVIDE FORADDITIONAL DECK DRAINAGE AS SHOWN ON ARCHITECTURAL AND LANDSCAPING DRAWINGS.10.EYE WASH OR EMERGENCY SHOWER STATION SHALL BE THE RESPONSIBILITY OF THEMECHANICAL CONTRACTOR. THEY SHALL BE INSTALLED PER OSHA AND ANSI REQUIREMENTS.11.FURNISH AND INSTALL RPZ BACK FLOW PREVENTER AND ISOLATION VALVES FOR DOMESTICFRESH WATER SUPPLY.12.FURNISH AND INSTALL FRESH WATER AND WASTE WATER PLUMBING TO MECHANICAL / POOLEQUIPMENT ROOM.13.ASSIST POOL CONTRACTOR AT TIME OF START UP.ELECTRICAL WORK:1.ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS,EQUIPMENT, HOOK-UPS, WIRING AND CONDUIT. ALL WIRING TO CONFORM TO THENATIONAL ELECTRICAL CODE AND STATE ELECTRICAL CODES.2.POOL CONTRACTOR SHALL PROVIDE THE FILTER PUMPS, MOTORS, AUTO-FILLSOLENOIDS AND PRE-WIRED CONTROL ASSEMBLIES AS CALLED FOR ON PLANS AND ORREQUIRED BY POOL SYSTEMS EQUIPMENT MANUFACTURER. THE ELECTRICALCONTRACTOR SHALL INSTALL AND WIRE ALL ELECTRICAL EQUIPMENT FURNISHED BY THEPOOL CONTRACTOR AND SHALL PROVIDE ALL DISCONNECT SWITCHES, EMERGENCYSHUT OFF SWITCHES, PANELS, GROUNDING, CONDUIT AND MOTOR STARTERS ORRELAYS IF REQUIRED, AS INDICATED OR REQUIRED BY CODES.3.THE ELECTRICAL CONTRACTOR SHALL PROVIDE POOL SHELL GROUNDING PERN.E.C. ARTICLE 680.4.PROVIDE AND INSTALL ALL POWER AND CONTROL WIRING AS INDICATED BYSCHEMATIC DETAIL OF DRAWINGS AND ELECTRICAL COORDINATION TABLE.5.ALL ELECTRICAL DISCONNECTS, SWITCHES, MAGNETIC STARTER, STOP-STARTSTATIONS, RECEPTACLES AND RELAYS SHALL BE SPECIFIED BY CSI- DIVISION 16 WORK,AND COORDINATED WITH THE POOL CONTRACTORS WORK. FURNISH AND INSTALL ALLCONDUIT, WIRING FOR DISCONNECTS, MAGNETIC STARTERS, STOP-START STATIONS,RELAYS AND CONTROLS AS REQUIRED AND INCLUDING THE FOLLOWING PUMP MOTORS,ETC....6.FURNISH AND INSTALL ALL OUTLETS AND SERVICE NEEDED FOR THE CHEMICALFEED AREA EXHAUST FANS, CHLORINE AND CHEMICAL FEED PUMPS, AUTOMATIC WATERLEVEL CONTROLS AND SOLENOID VALVE, WATER CHEMICAL ANALYZER EQUIPMENT(INCLUDING TELEPHONE TERMINALS BY CODE) AND RELATED CONTROLLED PUMPS,FLOW SWITCHES, AS WELL AS ADEQUATE LIGHTING IN THE MECHANICAL / POOLEQUIPMENT AND RELATED SPACES IN ACCORDANCE WITH THE SPECIFICATIONS AND ASSHOWN ON THE DRAWINGS. INTERLOCK ALL CHEMICAL FEED EQUIPMENT AS SHOWNON THE ELECTRICAL CONTROL SCHEMATIC.7.ELECTRICAL AND BONDING CONNECTIONS FOR THE STEEL CAGE OF POOLS, ANYHANDRAILS, ALL EQUIPMENT, INCLUDING LIGHTS (NEED CONDUIT RUN FROM POOLLIGHT TO DECK BOX AND THEN TO EQUIPMENT ROOM) AND ALL NECESSARY OUTLETSFOR EQUIPMENT.8.INSTALLATION OF ANY POOL OR SPA LIGHTS WITH GROUNDING WIRES. POOLCONTRACTOR WILL SUPPLY POOL / SPA LIGHTS.9.ALL LIGHT RUNS NEED TO GO FROM SHELL LIGHT NICHE TO DECK BOX LOCATEDAT LEAST 18" ABOVE WATER LEVEL. THEN FROM THE DECK BOX TO THE CONTROL BOX.10.ALL CONDUIT RUNS FOR HIGH VOLTAGE, INCLUDING CONDUIT FROM POOL LIGHTNICHE TO DECK BOX JUNCTION TO EQUIPMENT ROOM.11.ALL GROUNDING AND BONDING OF ALL NECESSARY WATER FEATURES OR ITEMSIN OR NEAR ALL WATER FEATURES, PER LOCAL AND NATIONAL ELECTRICAL CODES.12.NO OUTLETS LOCATED WITHIN 10 FEET OF POOL. ALL OTHER OUTLETS SHALL BEG.F.I. PROTECTED AS REQUIRED, REFER TO ARCHITECTURAL DRAWINGS FORLOCATIONS AND SPECIFICATIONS.13.PROVIDE ASSISTANCE TO POOL CONTRACTOR AT TIME OF START UP.STRUCTURAL NOTES:1.STRUCTURAL ENGINEER SHALL PROVIDE ALL BUILDING AND SITE STRUCTURALIMPROVEMENTS REQUIRED FOR POOL AND SPA CONSTRUCTION.2.SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACEDAGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90 % COMPACT FILL. THISPLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROMDISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT-FILL TRANSITIONS.3.ALL REINFORCING STEEL SHALL BE DEFORMED BARS AND CONFORM TO ASTM A615SPLICES TO BE LAPPED 22" MIN; MIN. CLEARANCE BETWEEN PARALLEL BARS IS 21/2". REFER TODRAWINGS FOR SIZES AND SPACING.4.GROUNDING PER N.E.C./C.E.C OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIORTO PLACEMENT OF CONCRETE.5.SHOT CRETE (GUNITE) TO BE IN CONFORMANCE WITH UBC/IBC SECTION 1914 AND SHALLHAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND CONSIST OF 1 PARTPORTLAND CEMENT TO 41/2 PARTS SAND & 3 GALLONS OF WATER PER SACK OF CEMENT.6.CEMENT SHALL CONFORM TO UBC/ IBC STD 19-1, ASTM 150.6.7.USE TYPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2 % SULFATE CONTENT AND ASDIRECTED BY LOCAL BUILDING CODES.8.KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.9. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF PLASTERFINISH.GENERAL CONTRACTOR WORK:1.ALL SITE WORK SHALL BE THE FULL RESPONSIBILITY OF THE GENERAL CONTRACTOR.INCLUDING SITE PREPARATION AND EXCAVATION, INCLUDING ANY TRENCHING FOR PLUMBING ANDCONDUIT RUNS. ALL COSTS RELATED TO SPECIAL SOIL PREPARATION, STABILIZATION, FLASHCOATS ( IF REQUIRED), BACK FILL AND DRAINAGE AROUND THE POOL / SPA FOR SPECIALREQUIREMENTS OF THE PNEUMATICALLY APPLIED CONSTRUCTION METHOD SO THAT THESTRUCTURAL DESIGN AND CONSTRUCTION RESULTS IN A COMPLETE SYSTEM WITHOUT ANYADDITIONAL COST TO THE OWNER.2.ALL BENCHMARKS AND LAYOUT POINTS.3.ALL SITE WORK SHALL NOT BE STARTED UNTIL THE GENERAL CONTRACTOR HAS LOCATED ALLEXISTING UNDERGROUND UTILITIES, NOTIFIED THE LOCAL GAS, ELECTRICAL OR OTHER UTILITYCOMPANIES.4.IT IS THE FULL RESPONSIBILITY OF THE GENERAL CONTACTOR TO MAINTAIN EXISTING SITEWORK CONSTRUCTION AND MAINTAIN EXISTING VEGETATION, PER THE ARCHITECTURAL ANDLANDSCAPE DRAWINGS.5.GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING FRESH WATER TO FILL THE POOLAND/OR SPAS.6.GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CLEAN AND SAFE SITE.7.GENERAL CONTRACTOR IS RESPONSIBLE FOR SOILS CONDITIONS AND ANY UNDER DRAINAGESYSTEMS REQUIRED. POOL AND/OR SPAS SHALL NOT BE LOCATED WHERE GROUND WATEREXISTS, ABOVE BOTTOM OF POOL DURING HIGH WATER TABLE, UNLESS HYDRO STATIC RELIEFVALVES ARE INSTALLED AT THE LOW POINT IN THE POOL, AND ALL PUMPING OR DE-WATERINGNECESSARY TO KEEP EXCAVATIONS FREE FROM WATER. POOL CONTRACTOR SHALL BE NOTIFIEDIF HYDRO STATIC RELIEF VALVES ARE REQUIRED, PRIOR TO INSTALLATION. SOILS REPORTREQUIREMENTS SHALL BE FOLLOWED.8.ALL BACK FILL WORK PER SOILS AND STRUCTURAL RECOMMENDATIONS.9.ANY OVER EXCAVATION AND PLACEMENT OF STONE OR COMPACTED ENGINEERED FILLREQUIRED ELSEWHERE BY THE DOCUMENTS FOR BUILDING STRUCTURES AND COMPONENTS,SHALL ALSO APPLY TO THE POOL AND SPAS AND BURIED PIPING. WISHA / OSHA REGULATIONSSHOULD BE ADHERED TO.10.PROVIDE THAT ALL SOILS ENGINEERING RECOMMENDATIONS HAVE BEEN EXECUTED.GENERAL CONTRACTOR IS TO PROVIDE COMPACTED STRUCTURAL FILL, WITH CLEAN GRAVEL ASREQUIRED BY SOILS REPORT.11.PROVIDE THAT ALL STRUCTURAL ENGINEERING RECOMMENDATIONS HAVE BEEN EXECUTED.12.PROVIDE AND INSTALL ANY WATERPROOFING SYSTEMS OUTSIDE OF POOL STRUCTURE INREGARDS TO STRUCTURAL SLAB PENETRATIONS AND OR ARCHITECTURAL BUILDINGPENETRATIONS.13.PROVIDE AND INSTALL ALL CHLORINE RESISTANT SEALANT AND EXPANSION JOINTS OUTSIDETHE POOL STRUCTURE WITHIN AREAS OF POOLS / SPAS OR DECK, INCLUDING BACKER RODS,PRIMERS AND ACCESSORIES REQUIRED.14.PROTECT ALL TILE SURFACES AND / OR FINISHES FROM CONCRETE OR PAINT SPLASH ORDAMAGE UNTIL ACCEPTED BY OWNER.15.IF SAFETY FENCING IS REQUIRED, THE GENERAL CONTACTOR SHALL BE RESPONSIBLE FORTHE REQUIREMENTS, LOCATION AND CONSTRUCTION. IF HANDRAILS OR HANDICAP RAMPS ORLIFTS ARE REQUIRED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF DECKANCHORS WITH BONDING, AS REQUIRED.16.ALL STATE AND LOCAL DEPARTMENT OF PUBLIC HEALTH CONSTRUCTION PERMITTING.17.ALL STATE AND LOCAL BUILDING DEPARTMENT CONSTRUCTION PERMITTING.18.IT IS THE FULL RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAINTAIN ALL NECESSARYBARRICADES, SIGNS, LIGHTS, FLARES AND SAFETY EQUIPMENT AS REQUIRED TO PROTECTWORKERS AND THE PUBLIC.19.PROVIDE AND MAINTAIN PROPER SHORING AND BRACING FOR EXISTING UTILITIES, SEWERS,BUILDING FOUNDATIONS, OR ANY BUILDING COMPONENTS.20.PROVIDE MECHANICAL / POOL EQUIPMENT ROOM WITH NECESSARY PUMP HOUSEKEEPINGPADS AND METAL EQUIPMENT RACKS AS REQUIRED.CONCRETE WORK:1.ALL SITE CONCRETE WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONCRETECONTRACTOR.2.PROVIDE ALL BLOCK OUTS AS REQUIRED.3.PROVIDE ALL EQUIPMENT HOUSEKEEPING PADS AS SHOWN ON DRAWINGS, COORDINATEWITH MECHANICAL / PLUMBING FOR REQUIRED DRAINS AND SLOPES.4.IF CHEMICAL ROOMS ARE REQUIRED, PROVIDE 4" H. CURB CONTINUOUS AT BASE OFROOMS (UNDER DOORS AND WALLS).5.PROVIDE ALL STRUCTURAL CONCRETE WORK OUTSIDE OF POOL SHELL PER STRUCTURALENGINEER.6.PROVIDE ALL NON STRUCTURAL CONCRETE WORK OUTSIDE OF POOL SHELL, PERARCHITECTURAL / LANDSCAPE DRAWINGS.7.ALL DECK AND COPING WORK (MAY BE COVERED UNDER MASONRY SUB CONTRACTOR.)8.INSTALL ALL ANCHORS, SOCKETS, INSERTS AND HANDRAIL /GRAB BAR GOODS THAT ARENOT LOCATED WITHIN THE POOL SHELLS, PROVIDED AND COORDINATED WITH POOLCONTRACTOR.LANDSCAPING WORK:1.ALL LANDSCAPING WORK SHALL BE THE FULL RESPONSIBILITY OF THE GENERALCONTRACTOR.SHEETNUMBERSHEET TITLEPL0.1SPECIFICATIONS & GENERAL NOTESPL1.0SITE PLANPL1.1POOL PLANPL1.2POOL SECTIONSPL2.1EQUIPMENT LAYOUT, EQUIPMENT SCHEDULE & COORDINATION SCHEDULEPL2.2EQUIPMENT SCHEDULE & COORDINATION SCHEDULEPL2.3PLUMBING SCHEMATICPL2.4PIPING AND CONDUIT SCHEMATICPL3.1POOL SCHEMATIC REBAR LAYOUT PLAN AND SECTIONS SHEET INDEXSUNIT A - POOLUNIT A -SPA BATHERS: 39 BY OTHERS SIZE: 50'-6" x 7'-9" DEPTH: 5'-0" PERIMETER: 116'-8" SURFACE: 393.8 SQ. FT. CAPACITY: 14,700 GALLONS TURNOVER: 6 HOURS GALLONS PER MINUTE: 40.8 GPM FITTINGS: MAIN DRAINS, SKIMMERS, INLETS & ALL OTHER PVC FITTINGS(COLOR-BLACK) LIGHT: LIGHTS WILL HAVE STANDARD STAINLESS STEEL FACE RING POOL WALL SURFACE: PEBBLE TEC (COLOR T.B.D.) WATER EDGE TILE: 6" WATER LINE TILE BANK, TILE IS 2" x 2" CERAMIC POOL/SPA TILE $5.00PER SQUARE FOOT TILE MATERIAL ALLOWANCE (COLOR T.B.D.) STEP EDGE & BENCH TILE:2" x 2" CERAMIC TILE BAND, CONTRASTING COLOR FROM PLASTERCOLOR. CERAMIC POOL/SPA TILE $5.00 PER SQUARE FOOT TILEMATERIAL ALLOWANCE (COLOR T.B.D.) COPING: COPING AND ANY EXTERIOR VENEER BY G.C. DECKING: ALL DECKING, EXPANSION JOINTS & DECK GUTTERS T.B.D. FURNISHEDAND INSTALLED BY G.C. SPECIFICATIONS6 DRAWING SYMBOLS754 PLAN NOTES3 EXCLUSIONS FROM POOL CONTRACTOR2 COORDINATION NOTES (CONTINUED)1 COORDINATION NOTES8COPINGSTRUCTUREEARTHCONCRETETILEGRAVELLIGHTSDRAINSFILTERSHEAT EXCHANGERCIRCULATION PUMPPEOPLEWATER INLETVALVESOLENOID VALVELINE OF WATERHYDROTHERAPY JETSSKIMMERAUTO FILLAAHANDRAIL1.ANY QUESTIONS OR DISCREPANCIES SHALL BE VERIFIED PRIOR TO THE START OF ANYCONSTRUCTION.2.POOL CONFIGURATION SHALL MEET PUBLISHED STANDARDS OF THE COLORADODEPARTMENT OF HEALTH AND SWIMMING POOL REGULATIONS.3.GENERAL CONTRACTOR SHALL COORDINATE ALL ELEMENTS WITH ALL OTHER TRADES.4.SEE CIVIL DRAWINGS FOR SITE UTILITIES AND SUBSURFACE DRAINAGE.5.DECK SHALL BE NON SLIP FINISH, SLOPE DECK AWAY FROM POOL TO AREA DRAINS.6.ALL JUNCTIONS BETWEEN SWIMMING POOL WALLS AND THE SWIMMING POOL FLOORSHALL BE COVED.7.ALL WATER INLETS SHALL BE A MINIMUM OF 15' INTERVALS.8.EMERGENCY SHUTOFF SHALL BE LOCATED IN CLOSE PROXIMITY AND VISIBLE FROMPOOL /SPA.9.ALL POOL/SPA DRAINS/SUCTIONS SHALL CONFORM TO VGB/ASTM CODES. ABBREVIATIONSCONCRETE WORK (CONTINUED):1.COORDINATE WITH POOL CONTRACTOR AND INSTALL ANY DECK SURFACE DEPTH MARKERTILES / IMBEDS AND 'NO DIVING' TILES / IMBEDS, PROVIDED BY POOL CONTRACTOR.2.PROVIDED ALL PIPE SLEEVES AND INSTALL SLEEVES IN FORMS FOR OTHERS CONTRACTORSAT THE PROPER LOCATIONS.3.ANY STONE / TILE WORK VENEER WORK OUTSIDE OF POOL SHELL, PER ARCHITECTURALARCHARCHITECTASTMAMERICAN STANDARD TESTING AND MATERIALSBTU BRITISH THERMAL UNITSBTUHBRITISH THERMAL UNITS PER HOURELECELECTRICALECELECTRICAL CONTRACTORFTFOOTGCGENERAL CONTRACTORGFIGROUND FAULT INTERRUPTERGFCIGROUND FAULT CIRCUIT INTERRUPTERGPMGALLONS PER MINUTEHPHORSEPOWERIBCINTERNATIONAL BUILDING CODEMECHMECHANICALMINMINIMUMMCMECHANICAL CONTRACTORNECNATIONAL ELECTRICAL CODEOSHAOCCUPATIONAL SAFETY HAZARD ASSOCIATIONPCPOOL CONTRACTORPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHREQREQUIRED?SQ FTSQUARE FEETTBDTO BE DETERMINEDTDHTOTAL DYNAMIC HEADTYPTYPICALUBCUNIFORM BUILDING CODEVVOLTWWATTTITLE SHEET
ZEKELMAN RESIDENCE
463 BEAVER DAM ROAD VAIL, CODATE
ISSUE8-1-14DD9-8-14DD10-30-14DD11-18-14REV2-3-16CD4-11-16CD5-16-16REV10-5-16REVPROJECT NO.PROJECT:
DRAWING:SCAPES21
POOLPOOL EQUIPMENTSEE SHEET PL2.1AUTO COVER KEY SWITCH, MUST BEA MINIMUM 5'-0" FROM WATER EDGEWITH AN UNOBSTRUCTED VIEW OFTHE ENTIRE POOL, LOCATION TO BEDETERMINED (TBD)32"VERIFY IN FIELD1'-1012"AUTO COVERDRAIN, BY G.C.1POOL COPING, POOL DECKINGAND EXPANSION JOINTS BY G.C.1NOTE:POOL AREA SHOULD HAVEDECK/AREA DRAINS, BY G.C.12JJLIGHT J-BOX, BY E.C.SPEAKER J-BOX,BY E.C.JLOW VOLTAGEAUTO FILL J-BOX,BY E.C.2A80" VERIFY IN FIELDSITE PLANSCALE: 1/2"=1'-0"SITE PLANSITE PLAN FOR REFERENCE ONLY, REFERTO ARCHITECTURAL DRAWINGS FORACTUAL DIMENSIONS AND LAYOUT.1ZEKELMAN RESIDENCE
463 BEAVER DAM ROAD VAIL, CODATE
ISSUE8-1-14DD9-8-14DD10-30-14DD11-18-14REV2-3-16CD4-11-16CD5-16-16REV10-5-16REVPROJECT NO.PROJECT:
DRAWING:SCAPES21
3PL1.212"10"53'-412"10"12" FINISH7'-7"12" FINISH10"MIN.6'-0" DEEPSLOPE1PL1.249'-912"MAIN SUCTION DRAIN VGB APPROVED,REFER TO EQUIPMENT SCHEDULEPOOL LIGHTS, REFER TO EQUIPMENTSCHEDULE, MUST BE MINIMUM OF18" BELOW WATER LEVELWATER RETURNS,REFER TO EQUIPMENTSCHEDULE3'-6" DEEP2PL1.29'-4"WALL ABOVE REFER TO ARCHITECTSDRAWINGSAUTO COVER, REFER TOEQUIPMENT SCHEDULE1'-212"POOL SPEAKERS, REFER TOEQUIPMENT SCHEDULE, ALIGN WITHLIGHTSPOOL SKIMMERS, REFER TOEQUIPMENT SCHEDULE, MUST BEACCESSIBLE FOR CLEAN-OUT6'-10"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"7'-0"COVER MOTOR5"5"1'-6"2'-6" MIN.POOL WALL TO ALIGNWITH WALL ABOVE,VERIFY IN FIELD4'-3 12"VERIFYREFER TOARCHITECTURALDRAWINGS FORLOCATION OF WALLH13'-112"6"57'-8" VERIFY1'-0"AUTO COVERDRAIN, BY G.C.121'-6"1'-0"1'-0"1'-0"STEPSTEPSTEP STEP
21AAUTO FILL SENSOR BOX1PL1.2ANOTES:1. POOL & SPA COVERS COMPLIES WITH IRC AG105.5AND ASTM F-1346 AND HAS AN R-VALUE OF R-12 ORBETTER TO MEET THE 2009 IECC SECTION 403.9.3CODE.G.C. NOTE: G.C. TO PROVIDE ADEQUATE DRAINAGEAROUND POOL/ SPA TO SUMP PUMP/DAYLIGHT, ASREQUIRED BY I.B.C. SECTION R405.1. INCLUDINGVAULT DRAINS, PERIMETER PERFORATED PIPING,NEEDED WATERPROOFING AND DAMP- PROOFING.PLANS SCALE: 1/2"=1'-0"SWIMMING POOL PLAN1ZEKELMAN RESIDENCE
463 BEAVER DAM ROAD VAIL, CODATE
ISSUE8-1-14DD9-8-14DD10-30-14DD11-18-14REV2-3-16CD4-11-16CD5-16-16REV10-5-16REVPROJECT NO.PROJECT:
DRAWING:SCAPES21
MAIN SUCTION DRAIN VGBAPPROVED, REFER TOEQUIPMENT SCHEDULEPOOL LIGHTS, REFER TO EQUIPMENTSCHEDULE, 2'-6" BELOW TOP OFCOPINGPOOL COPING, POOL DECKINGAND EXPANSION JOINTS BY G.C.POOL WATER LINE TILE, REFER TOSPECIFICATIONS6'-0"WALL ABOVE, REFER TO ARCHITECTURALDRAWINGS ALLOW 3" CLEAR ABOVE WATER LEVEL912"10'-034"3'-6"
4'-512"
7'-31
2"
3"FRONT FACING SKIMMERS, REFER TOEQUIPMENT SCHEDULEAUTO COVER REFER TOEQUIPMENT SCHEDULE2'-6" TO TOP
OF COPING
TYPICAL
912"POOL SPEAKERS, REFER TO EQUIPMENTSCHEDULE, ALIGN WITH LIGHTS2'-10"WATER RETURNS,REFER TO EQUIPMENTSCHEDULE1'-6"10"1'-0"12"2'-2"1112"6"2'-814"POOL WALL TO ALIGN WITH WALLABOVE, VERIFY IN FIELD2'-712"2'-0"5" CORE/SLEEVECOPING/DECK214"4" CORE/SLEEVE4'-112"6'-1114"8'-758"11'-258"20'-0"2'-378"
3'-4"22VERIFY DIMENSIONS IN FIELD912"912"912"249'-9 12"STRUCTURAL FOAM UNDERPOOL, BY G.C.VARIES10"1'-0"4'-10"POOL LIGHTS, REFER TOEQUIPMENT SCHEDULE, 2'-6"BELOW TOP OF COPING7'-7"9'-4"12"12"12"2'-6"4PL1.26'-0"10"POOL SPEAKERS, REFERTO EQUIPMENT SCHEDULE,ALIGN WITH LIGHTS10"9'-4"8'-734" - VERIFY WITH STRUCTURAL
1'-0"7'-7"12"12"12"
7'-312"4PL1.23'-6"POOL INLETS, REFERTO EQUIPMENTSCHEDULE3"ENCAPSULATION COVERCOVER GUIDELOCKING SPACER118"
6'-0"10'-034"3'-6"
4'-512"
7'-312"
3"
2'-6" TO TOP
OF COPING
TYPICAL
2'-10"1'-6"10"1'-0"12"2'-2"1112"6"2'-814"2'-712"2'-0"5" CORE/SLEEVECOPING/DECK214"4" CORE/SLEEVE4'-112"6'-1114"8'-758"11'-258"20'-0"2'-378"
3'-4"22VERIFY DIMENSIONS IN FIELD249'-9 12"912"912"912"912"912"
SECTIONS SCALE: 1/2"=1'-0"SECTION1ZEKELMAN RESIDENCE
463 BEAVER DAM ROAD VAIL, CODATE
ISSUE8-1-14DD9-8-14DD10-30-14DD11-18-14REV2-3-16CD4-11-16CD5-16-16REV10-5-16REVPROJECT NO.PROJECT:
DRAWING:SCAPES21SCALE: 1/2"=1'-0"SECTION2SCALE: 1/2"=1'-0"SECTION3SCALE: 6"=1'-0"COVER TRACK42SCALE: 1/2"=1'-0"SECTION1A
ELECTRICAL SUBPANEL NEEDS TO BELOCATED PERELECTRICAL CODE.PANEL MUST HAVE6'-6" CLEARANCE INHEIGHTPOOLFILTERCARTRIDGE W/ BACKWASH VALVEPOOL CONTROL SYSTEM (OPTION)POOL LIGHT CONDUIT FROMDECK BOX BY E.C.POOL AUTO-FILL SENSOR CONDUITPOOL AUTO-FILL CONTROL SYSTEMPOOL OZONE GENERATORPOOL CHLORINE GENERATORCHEMICAL FEEDERPOOL RETURN LINEEQUIPMENT ROOM BY G.C.FLOOR AREA DRAINS AND FILTER BACKWASHDRAINS/FLOOR SINKS BY M.C.SPAFILTERSPA LIGHT CONDUIT FROM DECK BOX BY E.C.SPA AUTO-FILL SENSOR CONDUITSPA AUTO-FILL CONTROL SYSTEMSPA OZONE GENERATORSPA CHLORINE GENERATORCHEMICAL FEEDERPOOL RETURN LINEElectricalPanelSPA JETPUMPSPACIRCPUMPPOOLCIRCPUMPFIELD COORDINATEEQUIPMENT LAYOUTHOSE BIB-BY OTHERSPOOL HEAT EXCHANGER WALLMOUNTEDSPA HEAT EXCHANGER WALLMOUNTEDCARTRIDGE W/ BACKWASH VALVECALLOUTPOOLEQUIPMENTMAKE & MODEL OR DESCRIPTION-98 GPMCIRCULATION RATE-6 HRSTURN OVER PERIODF-11CARTRIDGE FILTERPENTAIR, CCP - 320 WITH BACKWASH VALVE-N/ABACKWASH FLOW RATE--HEATER REQUIREMENTS23,760 BTUH (SUMMER), 67,520 BTUH (WINTER)-4UNDERWATER LIGHTSHYDREL 4800 SQUARE LED, WHITE, MEDIUM FLOOD, POOL LUMINAIR W/ S/SNICHE, HOUSING AND FACE PLATE , W/ GFCI NEEDED, CORD LENGTH AS REQUIREDMAX 100'. 34" CONDUIT AT 45%-3UNDERWATER SPEAKERSAQUASONIC DILUVIO UNDERWATER SPEAKERS WITH DILUVIO SCREEN MEETS NECNFPA 70 MUST BE IN BONDED STAINLESS STEEL NICHE, 100' CORD LENGTHH-11HEAT EXCHANGERHEAT EXCHANGER - M.C.-3POOL SKIMMERWATERWAY, FRONT ACCESS, MODEL 25-1555 (COLOR COLOR T.B.D.)-5WATER INLETSPENTAIR, INSIDER DIRECTIONAL INLETS,112" (COLOR T.B.D.)-2MAIN DRAIN SUCTION COVER GRATEAND THREE PORT SUMP BUCKETAQUASTAR 32" CHANNEL DRAIN FLAT GRATE ANTI-ENTRAPMENT SUCTION OUTLETCOVER AND ABS THREE-PORT MANUFACTURED SUMP-VGB APPROVED-1SANITATION TYPECHLORINE EROSION FEED-1PH CONTROL TYPEMANUAL HAND FEEDCP-11CIRCULATION PUMPPENTAIR, INTERLLI-FLO VF, VARIABLE HP-2PRESSURE GAUGES--1FLOW METERS--2THERMOMETERS-AC-11AUTOMATIC COVERCOVER STAR CS-1800 AUTOMATIC COVER - COLOR T.B.D.1-SHARED1-SHAREDPOOL & SPA CONTROLLERPENTAIR- INTELLI-TOUCH i10+3d CONTROL SYSTEM W/ TEMP CONTROL, SPA SIDECONTROL PANEL, IN-HOUSE MASTER CONTROL PANEL AND HOME AUTOMATIONAND/OR MOBILE APP INTERFACECF-11CHEMICAL FEEDER-CHLORINATORWATERWAY CHLORINATOR IN-LINE 12 TABLET EROSION FEEDER - 2" SOCKET; WITHIN-LINE CHLORINATOR MOUNTING BRACKETAF-11AUTO FILL CONTROLLERSYSTEM DYNAMICS, K-1100 LEVELOR, 34" SOLENOID VALVEOG-11OZONE GENERATOR (OPTIONAL)DEL ECLIPSE, EC-2, CORONA DISCHARGE OZONATOR W/ DEGAS MIXING CHAMBER& INJECTOR ASSEMBLY (OPTIONAL)CG-11CHLORINE GENERATOR (OPTIONAL)INTELLICHLOR GENERATOR SYSTEM, INCLUDE INTELLICHEM ORP CONTROLLER ANDTIE INTO INTELLITOUCH CONTROL SYSTEM (OPTIONAL)CC-11CHEMICAL CONTROLLER (OPTIONAL)INTELLICHLOR ORP/pH CONTROL, INCLUDE DUAL CHEMICAL FEED PUMP FOR pHACID FEED, TWO 5 GALLON CHEMICAL STORAGE/INJECTION TANKS AND TIE INTOINTELLITOUCH CONTROL SYSTEM (OPTION)UV-11ULTRAVIOLET SYSTEM (OPTIONAL)DELTA UV ES-40, INCLUDES S.S. INNER WRAP (OPTIONAL)2POOL EQUIPMENT SCHEDULECALL OUTQUANTITYEQUIPMENT NAMEVOLTPHASEHP/BY/WAMPSEACHFURNISHED& SET BYLOCATIONCONTROLS OR INTERLOCKINGHIGH VOLTAGE WIRING,SWITCHES & CONTACTORSLOW VOLTAGECONTROL WIRING24 VOLTS OR LESSVENTING, GAS, COPPER & WATERPIPINGCP-11CIRCULATIONPUMP230V1VARIABLE16 APCEQUIPMENT ROOMINTERLOCKED W/ POOL CONTROL &EMERGENCY SHUT OFFECPC---F-11 FILTER------------PCEQUIPMENT ROOM---------MC TO PROVIDE DRAIN FORBACKWASH WITH AIR GAP TOHANDLE 140 GPMH-11 HEAT EXCHANGER------150,000BTU---PCEQUIPMENT ROOMINTERLOCKED W/ POOL CONTROL & FLOWSWITCH & HIGH LIMITECPCMC TO PROVIDE BOILERS,COPPER PLUMBING & BOILERCONTROLS---3 UNDERWATERSPEAKERS12V1N/APCPOOLAV INSTALLER TO INTERLOCK W/ SOUNDSYSTEM AND PROVIDE AMPLIFIERSAVAV------4 UNDERWATERLIGHT120V1<10.0 APCPOOLINTERLOCKED W/ LIGHT CONTROLS -CONDUIT, J-BOX & WIRING BY ECECPC---AC-11AUTOMATICCOVER120V11/2 HP20APCEQUIPMENT ROOMINTERLOCK WITH POOL COVER SWITCH -ALL CONDUIT, LINE VOLTAGE WIRING BYEC.EC------CP-11POOLCONTROLLER120V1---<15.0 APCEQUIPMENT ROOMINTERLOCKED W/ POOL PUMP, ESO ANDBOILER CONTROLSECPC---AF-11WATER LEVELCONTROL120V1---<5.0 APCEQUIPMENT ROOMINTERLOCK W/ SOLENOID VALVE, MC TOFURNISH FRESH WATER LINE W/ BACKFLOW PREVENTER & MANUAL SHUT OFFECPCMC TO FURNISH FRESH WATERLINE W/ BACK FLOW PREVENTER &MANUAL SHUT OFFOG-11OZONEGENERATOR(OPTIONAL)120V1---<15.0 APCEQUIPMENT ROOM---EC------CG-11CHLORINEGENERATOR(OPTIONAL)120V1---<15.0 APCEQUIPMENT ROOMINTERLOCK WITH INTELLICTOUCHCONTROL SYSTEMEC------CC-11CHEMICALCONTROLLER(OPTIONAL)120V1---<20.0 APCEQUIPMENT ROOMINTERLOCK INTELLITOUCH CONTROL W/ACID FEED PUMP AND CHLORINE FEEDSYSTEM (LIQUID CHLORINE, EROSIONFEED OR CHLORINE GENERATOR)ECPC---UV-11UV SYSTEM(OPTIONAL)120V1---<15.0 APCEQUIPMENT ROOM---EC------POOL COORDINATION SCHEDULE3EQUIPMENT LAYOUT SCALE: 1/2"=1'-0"EQUIPMENT LAYOUT1ZEKELMAN RESIDENCE
463 BEAVER DAM ROAD VAIL, CODATE
ISSUE8-1-14DD9-8-14DD10-30-14DD11-18-14REV2-3-16CD4-11-16CD5-16-16REV10-5-16REVPROJECT NO.PROJECT:
DRAWING:SCAPES21
CALLOUTSPAEQUIPMENTMAKE & MODEL OR DESCRIPTION-30 GPMCIRCULATION RATE --20 MINTURN OVER PERIOD -F-21CARTRIDGE FILTERPENTAIR, CCP 240 WITH BACKWASH VALVE--UNIT FILTER RATE9.55 GPM/ SF--HEAT EXCHANGERT.B.D. BY MECH.SPA LIGHTBY DIAMOND SPAS-1SPA SKIMMERBY DIAMOND SPAS-4SPA INLETSBY DIAMOND SPAS-2MAIN DRAIN SUCTIONS SUMPSBY DIAMOND SPAS-2MAIN DRAIN SUCTIONS COVER GRATEBY DIAMOND SPAS-12HYDRO THERAPY JETSBY DIAMOND SPAS--SANITATION TYPEUV AND HYDROGEN PEROXIDE--PH CONTROL TYPEBY HANDCP-21CIRCULATION PUMPPENTAIR, INTERLLI-FLO VF, VARIABLE HPJP-11HYDRO-THERAPY JET PUMPPENTAIR, INTELLI-FLO XF, VARIABLE HP, 144 GPM @ 50' TDH, MODEL #11013-2PRESSURE GAUGES --1FLOW METERS --2THERMOMETERS --1SPA COVERBY DIAMOND SPASAF-11AUTO FILL CONTROLLERSYSTEM DYNAMICS, K-1100 LEVELOR, 34" SOLENOID VALVEOG-11UV SYSTEMDELTA ES-20 UV SYSTEMCC-11CHEMICAL CONTROLLER (OPTION)CHEMTROL CH-255 PPM/pH CONTROL, INCLUDE STENNER CHEMICAL FEED PUMPFOR pH ACID FEED (OPTION)1SPA EQUIPMENT SCHEDULE - T.B.V.CALL OUTQUANTITYEQUIPMENT NAMEVOLTPHASEHP/BY/WAMPSEACHFURNISHED& SET BYLOCATIONCONTROLS OR INTERLOCKINGHIGH VOLTAGE WIRING,SWITCHES & CONTACTORSLOW VOLTAGECONTROL WIRING24 VOLTS OR LESSVENTING, GAS, COPPER & WATERPIPINGCP-21CIRCULATIONPUMP230V11 HP16.0 APCEQUIPMENT ROOMINTERLOCKED W/ POOL CONTROL &EMERGENCY SHUT OFFEC PROVIDE 3 PHASECONTACTOR/ RELAYPC---JP-11JET PUMP230V15 HP16.0 APCEQUIPMENT ROOMINTERLOCKED W/ CONTROL SYSTEMEMERGENCY SHUT OFF & JET BUTTON---------F-21CARTRIDGE FILTER------------PCEQUIPMENT ROOM-------MC TO PROVIDE DRAIN FORBACKWASH WITH AIR GAP TOHANDLE 140 GPMH-21 HEAT EXCHANGER------180,000BTU---MCEQUIPMENT ROOMINTERLOCKED W/ POOL CONTROL & FLOWSWITCH & HIGH LIMITECPCMC TO PROVIDE BOILERS,COPPER PLUMBING & BOILERCONTROLS-1UNDER WATERLIGHT120V1100 W5.0 ADIAMONDSPASSPAINTERLOCKED W/ TIME CLOCK OR PHOTOVOLTAIC CELL, NICHE & LAMP BY PC.CONDUIT, J-BOX & WIRING BY ECECPC---CP-1TIE TOPOOLCONTROLSPACONTROLLER------------PCEQUIPMENT ROOMTIED INTO POOL CONTROLLERINTERLOCKED W/ SPA PUMPS, JETACTUATOR, ESO AND BOILER CONTROLSECPC---AF-11WATER LEVELCONTROL120V1---<5.0 APCEQUIPMENT ROOMINTERLOCK W/ SOLENOID VALVE, MC TOFURNISH FRESH WATER LINE W/ BACKFLOW PREVENTER & MANUAL SHUT OFFECPCMC TO FURNISH FRESH WATERLINE W/ BACK FLOW PREVENTER &MANUAL SHUT OFFCC-11CHEMICALCONTROLLER(OPTIONAL)120V1---<20.0 APCEQUIPMENT ROOMINTERLOCK INTELLITOUCH CONTROL W/ACID FEED PUMP AND CHLORINE FEEDSYSTEM (LIQUID CHLORINE, EROSIONFEED OR CHLORINE GENERATOR)ECPC---UV-11UV SYSTEM(OPTIONAL)120V1---<15.0 APCEQUIPMENT ROOM---EC------SPA COORDINATION SCHEDULE - T.B.V.2SPA EQUIPMENT & COORDINATION SCHEDULES
ZEKELMAN RESIDENCE
463 BEAVER DAM ROAD VAIL, CODATE
ISSUE8-1-14DD9-8-14DD10-30-14DD11-18-14REV2-3-16CD4-11-16CD5-16-16REV10-5-16REVPROJECT NO.PROJECT:
DRAWING:SCAPES21
MHEATEXCHANGERBYPASS VALVEULTRAVIOLETTREATMENTCHAMBER(OPTIONAL)2" PIPE34" PIPEOZONEINJECTOR(OPTIONAL)CHLORINE EROSION FEEDER(OPTIONAL)UV BYPASSVALVE1" PIPECHLORINEGENERATOR(OPTIONAL)CHLORINEFEED PUMP(OPTIONAL)38" TUBING38" TUBINGACID FEEDPUMP(OPTIONAL)34" PIPE2" PIPERETURN TOPOOL34" PIPEIN-LINETHERMOMETERFLOWSWITCHIN-LINETHERMOMETERHIGHLIMITHEATEXCHANGERNOTE: ALL BOILER SUPPLYPIPING, VALVES & CONTROLWIRING BY M.C.FRESHWATERSUPPLYBACKFLOWPRVAUTO FILLBACKWASH TOSANITARY WASTEFLOOR SINKOR FLOORDRAINSKIMMERSKIMMERSKIMMERFROMPOOLCIRCULATIONPUMPNOTE: IF BELOW WATER LEVELPLACE INJECTOR AS HIGH ASPOSSIBLE IN ROOMA2 WAY ISOLATION VALVEC3 WAY BY PASS VALVEECHECK VALVEB2 WAY BY PASS VALVEFUNIONMSSOLENOID VALVEMOTORIZED VALVEFILTERPLUMBING SCHEMATICS
ZEKELMAN RESIDENCE
463 BEAVER DAM ROAD VAIL, CODATE
ISSUE8-1-14DD9-8-14DD10-30-14DD11-18-14REV2-3-16CD4-11-16CD5-16-16REV10-5-16REVPROJECT NO.PROJECT:
DRAWING:SCAPES21NOT TO SCALESWIMMING POOL PLUMBING SCHEMATIC1
JJLIGHT J-BOX, BY E.C.SPEAKER J-BOX, BYE.C.JLOW VOLTAGE AUTOFILL J-BOX, BY E.C.AUTO COVER DRAIN -G.C.DRAIN TO DAYLIGHT3" POOL CIRC. MAIN DRAIN3" POOL CIRC. RETURN2" POOL SKIMMER SUCTION2" POOL SKIMMER SUCTION2" POOL SKIMMER SUCTION
AElectricalPanel32"VERIFY IN FIELD1'-1012"
POOL LIGHT CONDUIT, BY E.C.AUTOCOVERKEYSWITCHJJKEYLIGHT J-BOX, BY E.C.SPEAKER J-BOX, BYE.C.JLOW VOLTAGE AUTOFILL J-BOX, BY E.C.1" AUTO COVER,BY E.C.1" AUTO FILL CONDUIT, BY P.C.1" AUTO COVER, BY E.C.SPEAKER CONDUIT, BY E.C.
POOL LIGHT CONDUIT, BY E.C.
POOL LIGHT CONDUIT, BY E.C.
POOL LIGHT CONDUIT, BY E.C.
SPEAKER CONDUIT, BY E.C.SPEAKER CONDUIT, BY E.C.A80" VERIFY IN FIELDSCHEMATIC PIPING AND CONDUIT LAYOUTSITE PLAN FOR REFERENCE ONLY, REFERTO ARCHITECTURAL DRAWINGS FORACTUAL DIMENSIONS AND LAYOUT.ZEKELMAN RESIDENCE
463 BEAVER DAM ROAD VAIL, CODATE
ISSUE8-1-14DD9-8-14DD10-30-14DD11-18-14REV2-3-16CD4-11-16CD5-16-16REV10-5-16REVPROJECT NO.PROJECT:
DRAWING:SCAPES21SCALE: 1/4"=1'-0"PIPING SCHEMATIC LAYOUT1SCALE: 1/4"=1'-0"CONDUIT SCHEMATIC LAYOUT2
STRUCTURAL NOTES:1.POOL/SPA MUST STAY FULL OF WATER.2.ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 60 FOR#4 BARS. SPLICES TO BE LAPPED 22" MINIMUM AND THE MINIMUM CLEARANCE BETWEENPARALLEL BARS IS 212".3.GROUNDING PER N.E.C./C.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TOPLACEMENT OF CONCRETE.4.SHOT CRETE (GUNITE) TO BE IN CONFORMANCE WITH I.B.C 2009 SECTION 1913 AND SHALLHAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND CONSIST OF 1 PARTPORTLAND CEMENT TO 412 PARTS SAND AND 3 GALLONS OF WATER PER SACK OF CEMENT.5.CEMENT SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR PORTLAND CEMENT" ASTM C 1506.USE TYPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2 % SULFATE CONTENT AND ASDIRECTED BY LOCAL BUILDING CODES.7.KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.8.ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF PLASTERFINISH.4PL3.153'-412"2PL3.153'-412"3PL3.19'-4"(3)#4 REBARCONTINUOUS AT TOPOF BOND BEAM#4's @ 9" EACH WAYTYPICALA5PL3.12"
CLREQEQ22" TYP
OVERLAP
(3)#4 REBARCONTINUOUS AT TOPOF BOND BEAM#4's @ 9" EACH WAYTYPICAL#4's @ 9" O.C. EA. WAY2"CLR2"CLR#4's @ 9" EACH WAYTYPICALVERT. @ 9" O.C.(3)#4 REBARCONTINUOUS AT TOPOF BOND BEAM4'-9"(3)#4 REBARCONTINUOUS AT TOPOF BOND BEAM#4 REBAR @ 9" EACHWAY TYPICALSTRUCTURAL FILL BY GCEQEQ7'-312"(3)#4 REBARCONTINUOUS AT TOPOF BOND BEAM#4 REBAR @ 9" EACHWAY TYPICAL2" CLR2" CLRMIN 2"
CLR
2" CLR
2" CLR# 4 BARS @ 9" O.C.EACH WAY# 4 CONT. @ EACHNOSINGSTRUCTURAL REBAR LAYOUT
ZEKELMAN RESIDENCE
463 BEAVER DAM ROAD VAIL, CODATE
ISSUE8-1-14DD9-8-14DD10-30-14DD11-18-14REV2-3-16CD4-11-16CD5-16-16REV10-5-16REVPROJECT NO.PROJECT:
DRAWING:SCAPES21SCALE: 1/2"=1'-0"POOL PLAN1SCALE: 1/2"=1'-0"POOL SECTION2SCALE: 1/2"=1'-0"POOL SECTION3SCALE: 1/2"=1'-0"POOL SECTION4SCALE: 1/2"=1'-0"STAIR SECTION52