HomeMy WebLinkAboutB15-0026_PL0.1_1476902040.pdfSHEET
NUMBER
SHEET TITLE
PL0.1 SPECIFICATIONS & GENERAL NOTES
PL1.0 SITE PLAN
PL1.1 POOL AND SPA PLAN
PL1.2 POOL AND SPA SECTIONS
PL1.2a SPA INTERIOR ELEVATIONS
PL1.3 INDOOR SPA PLAN, COPING PLAN AND SECTIONS
PL2.1 EQUIPMENT LAYOUT, EQUIPMENT SCHEDULE & COORDINATION SCHEDULE
PL2.2 EQUIPMENT SCHEDULE & COORDINATION SCHEDULE
PL2.3 PLUMBING SCHEMATIC
PL2.4 DETAILS
PL3.1 SCHEMATIC REBAR LAYOUT
SHEET INDEX
S
DRAWING SYMBOLS
7
8
COPING
STRUCTURE
EARTH
CONCRETE
TILE
GRAVEL
LIGHTS
DRAINS
FILTERS
HEAT EXCHANGER
CIRCULATION PUMP
PEOPLE
WATER INLET
VALVE
SOLENOID VALVE
LINE OF WATER
HYDROTHERAPY JETS
SKIMMER
AUTO FILL
A A
HANDRAIL
6
OUTDOOR POOL OUTDOOR SPA
BATHERS: 25 10
SIZE: 24'-0" x 9'-0" 10'-0" x 9'-0"
DEPTH: 3'-6" - 6'-0" 3'-6"
PERIMETER: 68'-4" 40'-4"
SURFACE: 257.0 SQ. FT. 101.6 SQ. FT.
CAPACITY: 9,100 GALLONS 1,900 GALLONS
TURNOVER: 6 HOURS 20 MIN
GALLONS PER MINUTE: 26 GPM 95 GPM
FITTINGS: MAIN DRAINS, SKIMMERS, INLETS & ALL OTHER PVC FITTINGS (BLACK)
LIGHT: LIGHTS WILL HAVE STANDARD STAINLESS STEEL FACE RING
POOL WALL SURFACE: ONYX DIAMOND BRITE
WATER EDGE TILE: 6" WATER LINE TILE BANK, TILE IS 2" x 2" CERAMIC POOL/SPA TILE (BLACK)
STEP EDGE & BENCH TILE: 2" x 2" CERAMIC TILE BAND, CONTRASTING COLOR (OPTIONAL - COLOR T.B.D.)
COPING: COPING, AUTO COVER ACCESS AND ANY EXTERIOR VENEER BY G.C.
DECKING: ALL DECKING, EXPANSION JOINTS & DECK GUTTERS T.B.D. FURNISHED AND INSTALLED BY G.C.
OUTDOOR POOL AND SPA SPECIFICATIONS
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 BOILER
SYSTEM W/ ZONE VALVE REQUIRED. PROVIDE 24V, ALL BOILER CONTROL WIRING FROM CONTROL
THERMOSTAT (DRY SWITCH) TO BOILER CONTROLS.
3. PROVIDE AND INSTALL BOILER SYSTEMS. MECHANICAL CONTRACTOR SHALL
INSTALL ALL GAS PIPING AND VENTING, INCLUDING EXHAUST, COMBUSTION AND MAKEUP AIR
VENTING. GAS HEATERS NEED SPECIFIC GAS AND VENTING REQUIREMENTS AND WILL NEED TO BE
INSTALLED 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, AND
WASTE WATER CONNECTION FROM FILTER, INCLUDING BACK FLOW PREVENTER (SUPPLIED TO POOL
MECHANICAL ROOM WITH THREADED ADAPTER FOR POOL CONTRACTOR TO HOOKUP TO POOL
PLUMBING) AS SPECIFIED AND SHOWN ON DRAWINGS.
7. FLOOR DRAINS: AT LEAST ONE TO SANITARY SEWER FOR ANY MOISTURE FROM EQUIPMENT
AND 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 SINKS
AND / OR STANDPIPES AND LINE BEYOND AIR-GAP TO WASTE.
8. FURNISH AND INSTALL HOSE BIBS IN MECHANICAL / POOL EQUIPMENT ROOMS AND IN DECK
AREAS AS SHOWN IN DRAWINGS, OR AS REQUIRED.
9. FURNISH AND INSTALL ALL 'DECK DRAINS' TO WASTE AS REQUIRED BY CODE. PROVIDE FOR
ADDITIONAL DECK DRAINAGE AS SHOWN ON ARCHITECTURAL AND LANDSCAPING DRAWINGS.
10. EYE WASH OR EMERGENCY SHOWER STATION SHALL BE THE RESPONSIBILITY OF THE
MECHANICAL CONTRACTOR. THEY SHALL BE INSTALLED PER OSHA AND ANSI REQUIREMENTS.
11. FURNISH AND INSTALL RPZ BACK FLOW PREVENTER AND ISOLATION VALVES FOR DOMESTIC
FRESH WATER SUPPLY.
12. FURNISH AND INSTALL FRESH WATER AND WASTE WATER PLUMBING TO MECHANICAL / POOL
EQUIPMENT 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 THE
NATIONAL ELECTRICAL CODE AND STATE ELECTRICAL CODES.
2. POOL CONTRACTOR SHALL PROVIDE THE FILTER PUMPS, MOTORS, AUTO-FILL
SOLENOIDS AND PRE-WIRED CONTROL ASSEMBLIES AS CALLED FOR ON PLANS AND OR
REQUIRED BY POOL SYSTEMS EQUIPMENT MANUFACTURER. THE ELECTRICAL
CONTRACTOR SHALL INSTALL AND WIRE ALL ELECTRICAL EQUIPMENT FURNISHED BY THE
POOL CONTRACTOR AND SHALL PROVIDE ALL DISCONNECT SWITCHES, EMERGENCY
SHUT OFF SWITCHES, PANELS, GROUNDING, CONDUIT AND MOTOR STARTERS OR
RELAYS IF REQUIRED, AS INDICATED OR REQUIRED BY CODES.
3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE POOL SHELL GROUNDING PER
N.E.C. ARTICLE 680.
4. PROVIDE AND INSTALL ALL POWER AND CONTROL WIRING AS INDICATED BY
SCHEMATIC DETAIL OF DRAWINGS AND ELECTRICAL COORDINATION TABLE.
5. ALL ELECTRICAL DISCONNECTS, SWITCHES, MAGNETIC STARTER, STOP-START
STATIONS, RECEPTACLES AND RELAYS SHALL BE SPECIFIED BY CSI- DIVISION 16 WORK,
AND COORDINATED WITH THE POOL CONTRACTORS WORK. FURNISH AND INSTALL ALL
CONDUIT, 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 CHEMICAL
FEED AREA EXHAUST FANS, CHLORINE AND CHEMICAL FEED PUMPS, AUTOMATIC WATER
LEVEL 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 / POOL
EQUIPMENT AND RELATED SPACES IN ACCORDANCE WITH THE SPECIFICATIONS AND AS
SHOWN ON THE DRAWINGS. INTERLOCK ALL CHEMICAL FEED EQUIPMENT AS SHOWN
ON THE ELECTRICAL CONTROL SCHEMATIC.
7. ELECTRICAL AND BONDING CONNECTIONS FOR THE STEEL CAGE OF POOLS, ANY
HANDRAILS, ALL EQUIPMENT, INCLUDING LIGHTS (NEED CONDUIT RUN FROM POOL
LIGHT TO DECK BOX AND THEN TO EQUIPMENT ROOM) AND ALL NECESSARY OUTLETS
FOR EQUIPMENT.
8. INSTALLATION OF ANY POOL OR SPA LIGHTS WITH GROUNDING WIRES. POOL
CONTRACTOR WILL SUPPLY POOL / SPA LIGHTS.
9. ALL LIGHT RUNS NEED TO GO FROM SHELL LIGHT NICHE TO DECK BOX LOCATED
AT 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 LIGHT
NICHE TO DECK BOX JUNCTION TO EQUIPMENT ROOM.
11. ALL GROUNDING AND BONDING OF ALL NECESSARY WATER FEATURES OR ITEMS
IN OR NEAR ALL WATER FEATURES, PER LOCAL AND NATIONAL ELECTRICAL CODES.
12. NO OUTLETS LOCATED WITHIN 10 FEET OF POOL. ALL OTHER OUTLETS SHALL BE
G.F.I. PROTECTED AS REQUIRED, REFER TO ARCHITECTURAL DRAWINGS FOR
LOCATIONS AND SPECIFICATIONS.
13. PROVIDE ASSISTANCE TO POOL CONTRACTOR AT TIME OF START UP.
STRUCTURAL NOTES:
1. STRUCTURAL ENGINEER SHALL PROVIDE ALL BUILDING AND SITE STRUCTURAL IMPROVEMENTS
REQUIRED FOR POOL AND SPA CONSTRUCTION.
2. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED AGAINST
UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90 % COMPACT FILL. THIS PLAN IS NOT
SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS
UNDER POOL, SUCH AS CUT-FILL TRANSITIONS.
3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS AND CONFORM TO ASTM A615 SPLICES TO BE
LAPPED 22" MIN; MIN. CLEARANCE BETWEEN PARALLEL BARS IS 21/2". REFER TO DRAWINGS FOR SIZES AND
SPACING.
4. GROUNDING PER N.E.C./C.E.C OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO
PLACEMENT OF CONCRETE.
5. SHOT CRETE (GUNITE) TO BE IN CONFORMANCE WITH UBC/IBC SECTION 1914 AND SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND CONSIST OF 1 PART PORTLAND
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 AS
DIRECTED 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 PLASTER FINISH.
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 AND CONDUIT RUNS. ALL
COSTS RELATED TO SPECIAL SOIL PREPARATION, STABILIZATION, FLASH COATS ( IF REQUIRED), BACK FILL
AND DRAINAGE AROUND THE POOL / SPA FOR SPECIAL REQUIREMENTS OF THE PNEUMATICALLY APPLIED
CONSTRUCTION METHOD SO THAT THE STRUCTURAL DESIGN AND CONSTRUCTION RESULTS IN A COMPLETE
SYSTEM WITHOUT ANY ADDITIONAL COST TO THE OWNER.
2. ALL BENCHMARKS AND LAYOUT POINTS.
3. ALL SITE WORK SHALL NOT BE STARTED UNTIL THE GENERAL CONTRACTOR HAS LOCATED ALL EXISTING
UNDERGROUND UTILITIES, NOTIFIED THE LOCAL GAS, ELECTRICAL OR OTHER UTILITY COMPANIES.
4. IT IS THE FULL RESPONSIBILITY OF THE GENERAL CONTACTOR TO MAINTAIN EXISTING SITE WORK
CONSTRUCTION AND MAINTAIN EXISTING VEGETATION, PER THE ARCHITECTURAL AND LANDSCAPE
DRAWINGS.
5. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING FRESH WATER TO FILL THE POOL AND/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 DRAINAGE
SYSTEMS REQUIRED. POOL AND/OR SPAS SHALL NOT BE LOCATED WHERE GROUND WATER EXISTS, ABOVE
BOTTOM OF POOL DURING HIGH WATER TABLE, UNLESS HYDRO STATIC RELIEF VALVES ARE INSTALLED AT
THE LOW POINT IN THE POOL, AND ALL PUMPING OR DE-WATERING NECESSARY TO KEEP EXCAVATIONS FREE
FROM WATER. POOL CONTRACTOR SHALL BE NOTIFIED IF HYDRO STATIC RELIEF VALVES ARE REQUIRED,
PRIOR TO INSTALLATION. SOILS REPORT REQUIREMENTS SHALL BE FOLLOWED.
8. ALL BACK FILL WORK PER SOILS AND STRUCTURAL RECOMMENDATIONS.
9. ANY OVER EXCAVATION AND PLACEMENT OF STONE OR COMPACTED ENGINEERED FILL REQUIRED
ELSEWHERE BY THE DOCUMENTS FOR BUILDING STRUCTURES AND COMPONENTS, SHALL ALSO APPLY TO
THE POOL AND SPAS AND BURIED PIPING. WISHA / OSHA REGULATIONS SHOULD BE ADHERED TO.
10. PROVIDE THAT ALL SOILS ENGINEERING RECOMMENDATIONS HAVE BEEN EXECUTED. GENERAL
CONTRACTOR IS TO PROVIDE COMPACTED STRUCTURAL FILL, WITH CLEAN GRAVEL AS REQUIRED BY SOILS
REPORT.
11. PROVIDE THAT ALL STRUCTURAL ENGINEERING RECOMMENDATIONS HAVE BEEN EXECUTED.
12. PROVIDE AND INSTALL ANY WATERPROOFING SYSTEMS OUTSIDE OF POOL STRUCTURE IN REGARDS
TO STRUCTURAL SLAB PENETRATIONS AND OR ARCHITECTURAL BUILDING PENETRATIONS.
13. PROVIDE AND INSTALL ALL CHLORINE RESISTANT SEALANT AND EXPANSION JOINTS OUTSIDE THE 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 OR DAMAGE
UNTIL ACCEPTED BY OWNER.
15. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF DECK ANCHORS WITH BONDING,
AS REQUIRED.
16. EVERY SWIMMING POOL IN A NON-RESTRICTED PUBLIC PLACE SHALL BE FENCED TO PREVENT
UNAUTHORIZED ACCESS TO THE POOL EXCEPT THROUGH CONTROLLED ENTRANCES. A BUILDING OR
STRUCTURE CAN SERVE AS A FENCE OR BARRIER. FENCING SHALL BE A MINIMUM OF SIXTY INCHES (60")
HIGH, AND SHALL HAVE SELF-CLOSING, SELF-LATCHING GATES, WITH THE LATCH A MINIMUM OF FIFTY FOUR
(54) INCHES HIGH. WROUGHT IRON FENCE PICKET SPACING SHALL NOT BE GREATER THAN FOUR (4) INCHES.
ENTRANCES SHALL BE HANDICAPPED ACCESSIBLE. LOCAL BUILDING CODES OR ORDINANCES SHALL
PREEMPT THIS REQUIREMENT, PROVIDED THAT SAID CODES OR ORDINANCES ARE MORE STRINGENT THAN
THE REQUIREMENTS OF THE STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT,
WATER QUALITY CONTROL DIVISION SWIMMING POOLS AND MINERAL BATHS REGULATIONS.
17. ALL STATE AND LOCAL DEPARTMENT OF PUBLIC HEALTH CONSTRUCTION PERMITTING.
18. ALL STATE AND LOCAL BUILDING DEPARTMENT CONSTRUCTION PERMITTING.
19. IT IS THE FULL RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAINTAIN ALL NECESSARY
BARRICADES, SIGNS, LIGHTS, FLARES AND SAFETY EQUIPMENT AS REQUIRED TO PROTECT WORKERS AND
THE PUBLIC.
20. PROVIDE AND MAINTAIN PROPER SHORING AND BRACING FOR EXISTING UTILITIES, SEWERS, BUILDING
FOUNDATIONS, OR ANY BUILDING COMPONENTS.
21. PROVIDE MECHANICAL / POOL EQUIPMENT ROOM WITH NECESSARY PUMP HOUSEKEEPING PADS AND
METAL EQUIPMENT RACKS AS REQUIRED.
CONCRETE WORK:
1. ALL SITE CONCRETE WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONCRETE CONTRACTOR.
2. PROVIDE ALL BLOCK OUTS AS REQUIRED.
3. PROVIDE ALL EQUIPMENT HOUSEKEEPING PADS AS SHOWN ON DRAWINGS, COORDINATE WITH
MECHANICAL / PLUMBING FOR REQUIRED DRAINS AND SLOPES.
4. IF CHEMICAL ROOMS ARE REQUIRED, PROVIDE 4" H. CURB CONTINUOUS AT BASE OF ROOMS (UNDER
DOORS AND WALLS).
5. PROVIDE ALL STRUCTURAL CONCRETE WORK OUTSIDE OF POOL SHELL PER STRUCTURAL ENGINEER.
6. PROVIDE ALL NON STRUCTURAL CONCRETE WORK OUTSIDE OF POOL SHELL, PER ARCHITECTURAL /
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 ARE NOT
LOCATED WITHIN THE POOL SHELLS, PROVIDED AND COORDINATED WITH POOL CONTRACTOR.
LANDSCAPING WORK:
1. ALL LANDSCAPING WORK SHALL BE THE FULL RESPONSIBILITY OF THE GENERAL
CONTRACTOR.
5
4 PLAN NOTES
3 EXCLUSIONS FROM POOL CONTRACTOR
2 COORDINATION NOTES (CONTINUED)
1 COORDINATION NOTES
1. ANY QUESTIONS OR DISCREPANCIES SHALL BE VERIFIED PRIOR TO THE START OF ANY
CONSTRUCTION.
2. POOL CONFIGURATION SHALL MEET PUBLISHED STANDARDS OF THE COLORADO
DEPARTMENT 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 FLOOR
SHALL BE COVED.
7. ALL WATER INLETS SHALL BE A MINIMUM OF 15' INTERVALS.
8. EMERGENCY SHUTOFF SHALL BE LOCATED IN CLOSE PROXIMITY AND VISIBLE FROM
POOL /SPA.
9. ALL POOL/SPA DRAINS/SUCTIONS SHALL CONFORM TO VGB/ASTM CODES.
ABBREVIATIONS
CONCRETE WORK (CONTINUED):
1. COORDINATE WITH POOL CONTRACTOR AND INSTALL ANY DECK SURFACE DEPTH MARKER
TILES / IMBEDS AND 'NO DIVING' TILES / IMBEDS, PROVIDED BY POOL CONTRACTOR.
2. PROVIDED ALL PIPE SLEEVES AND INSTALL SLEEVES IN FORMS FOR OTHERS CONTRACTORS
AT THE PROPER LOCATIONS.
3. ANY STONE / TILE WORK VENEER WORK OUTSIDE OF POOL SHELL, PER ARCHITECTURAL
ARCH ARCHITECT
ASTM AMERICAN STANDARD TESTING AND MATERIALS
BTU BRITISH THERMAL UNITS
BTUH BRITISH THERMAL UNITS PER HOUR
ELEC ELECTRICAL
EC ELECTRICAL CONTRACTOR
FT FOOT
GC GENERAL CONTRACTOR
GFI GROUND FAULT INTERRUPTER
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GPM GALLONS PER MINUTE
HP HORSEPOWER
IBC INTERNATIONAL BUILDING CODE
MECH MECHANICAL
MIN MINIMUM
MC MECHANICAL CONTRACTOR
NEC NATIONAL ELECTRICAL CODE
OSHA OCCUPATIONAL SAFETY HAZARD ASSOCIATION
PC POOL CONTRACTOR
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
REQ REQUIRED?SQ FT SQUARE FEET
TBD TO BE DETERMINED
TDH TOTAL DYNAMIC HEAD
TYP TYPICAL
UBC UNIFORM BUILDING CODE
V VOLT
W WATT
1. ANY STRUCTURAL OR SOILS ENGINEERING
2. 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 ALL
POOL/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 A
DRY SWITCH (NO 24V POWER PROVIDED).
8. ANY FRESH WATER PLUMBING FOR AUTO-FILL AND HOSE BIB, INCLUDING BACK FLOW
PREVENTORS.
9. ANY MECH. ROOM DRAINS, INCLUDING SEWER DRAIN AND FILTER BACKWASH DRAIN.
10. ANY MECH. ROOM VENTING, INCLUDING MAKE-UP AIR, COMBUSTION AND EXHAUST
VENTING.
11. ANY POOL / SPA COPING.
12. ANY BUILDING OR DECK DESIGN, ENGINEERING OR INSTALLATION, INCLUDING ALL EXPANSION
JOINTS AND DECK DRAINS.
13. ANY DECK ANCHOR INSTALLATION FOR HANDRAILS - COORDINATE WITH POOL CONTRACTOR.
14. COORDINATE ANY POOL / SPA SKIMMER EXTENSION COLLAR INSTALLATION WITH POOL
CONTRACTOR PRIOR TO DECK INSTALLATION.
15. $1< :,17(5 7(17,1* $1' +($7,1* ,) $0%,(17 $,5 7(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 OR
RESPONSIBLE FOR ANY LIFE SAFETY ISSUES REGARDING THE OPERATION OF THE POOL AND /OR
SPA OR POOL FACILITIES.
18. LOCATION OR REQUIREMENTS OF POOL AND /OR SPA ENCLOSURE, REQUIRED FENCING OR
SAFETY DEVICES FOR POOL AND/ OR SPA AREA.
19. DIVING BOARDS ARE NOT PERMITTED ON THIS POOL /SPA.
20. OWNER TO PROVIDE REQUIRED CARBON MONOXIDE DETECTORS.
PL0.1
TITLE
SHEET
PROJECT:
DRAWING:
FLEEGER
RESIDENCE
2950
BOOTH
CREEK
DRIVE
VAIL,
COLORADO
DATE ISSUE
3-23-16 DD
5-6-16 CD
5-18-16 CD
6-13-16 CD
SCAPES
10/19/16