HomeMy WebLinkAboutFile Documents.855 Chatfield Rd.0072-2020-BRES (16)1. ALL SUBMERGED SUCTION OUTLETS MUST BE ANSI/APSP-16 2011, "APSP 7" CERTIFIED. CONTRACTOR IS RESPONSIBLE FOR
CONFIRMING ALL SUBMERGED SUCTION OUTLETS ARE FULLY COMPLIANT WITH ANSI/APASP-16 2011, "APSP 7" AND PROVIDING ALL
NECESSARY DOCUMENTATION. INCLUDING, DRAIN COVERS, PUMP DESIGN AND SUCTION VELOCITIES.
2. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL POOL PIPE, FITTINGS AND VALVES SHALL BE TYPE 1, SCHEDULE 40 PVC PER ASTM
D1785 & NSF 14 OR NSF 61-G LISTED AS SUITABLE FOR POTABLE WATER.
• USE WELD-ON P-70 PRIMER
• USE WELD-ON 711 SOLVENT GLUE
3. PIPING TO & FROM POOL HEATER OR HEAT EXCHANGER TO BE CPVC PIPE & FITTINGS. ALL CPVC PIPE & FITTINGS MUST COMPLY
WITH ASTM D2846.
4. PIPE ROUTING SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICTS.
5. POOL PIPING TO BE INSTALLED TO MINIMIZE TOTAL DYNAMIC HEAD PRESSURE.
6. ALL POOL PIPING MUST BE PRESSURE TESTED (MIN. 25 PSI) FOR AT LEAST 24 HRS. PRIOR TO CONCEALING. DROP PRESSURE TO 10
PSI WHEN CONCEALING AND/OR APPLYING SHOTCRETE TO ENSURE PIPES DO NOT GET COMPROMISED DURING PROCESS.
7. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL EARTHWORK, UNDERDRAIN & BACKFILL REQUIREMENTS, ETC.
8. POOL DECK DRAINAGE IS BY OTHERS REFER TO PLUMBING/LANDSCAPE DRAWINGS.
9. FLEXIBLE HOSE/PIPE IS NOT ACCEPTABLE.
10. PIPING MUST HAVE ADEQUATE FREEZE PROTECTION WHEN APPLICABLE.
11. ALL PIPING SHALL CONFORM TO 2015 UPC/IPC (UNIFORM PLUMBING CODE/INTERNATIONAL PLUMBING CODE -RESOLUTION
144-2016).
12. ALL PIPING WITHIN POOL EQUIPMENT ROOM MUST BE RUN OVER HEAD. PIPING INSTALLED ON FLOORS TO CREATE TRIPPING
HAZARDS WILL NOT BE ACCEPTABLE.
1.ALL WIRING TO CONFORM TO THE APPLICABLE EDITION OF THE 2017 NATIONAL ELECTRICAL CODE (NEC)
AND STATE/COUNTY/CITY ELECTRICAL CODES.
2.THE POOL/SPA STRUCTURES, POOL/SPA DECKS, POOL/SPA EQUIPMENT, EMBEDS, AND ALL OTHER
APPLICABLE ITEMS HEREIN SHALL BE GROUNDED & BONDED PER NEC SECTION 680.
SPECIAL INSPECTION: ALL BONDING MUST BE INSPECTED AS REQUIRED BY THE AUTHORITY HAVING
JURISDICTION PRIOR TO PLACEMENT OF ANY CONCRETE.
3. ALL CONDUIT, BONDING & GROUNDING INSTALLED BY LICENSED ELECTRICAL CONTRACTOR.
4. ALL CONDUIT INTEGRAL TO THE POOL/SPA STRUCTURE MUST BE WATERTIGHT I.E. LIGHT & SENSOR
CONDUITS.
5.ALL MOTORS MUST BE GFCI PROTECTED AS REQUIRED BY NEC.
6.CONTRACTOR TO COORDINATE & VERIFY WITH SHOP DRAWINGS PROVIDED BY THE POOL & SPA
MANUFACTURE.
7.WIRING FOR LINE VOLTAGE IS NOT PERMITTED UNDER THE POOL/SPA OR WITHIN 5 FEET HORIZONTALLY
OF THE POOL/SPA WALL.
8.POOL/SPA SERVICE RECEPTACLES MUST BE 30 AMPERES, INSTALLED AT LEAST 6 FEET FROM THE WATERS
EDGE AND HAVE GFCI PROTECTION.
9.ALL SWITCHES, TIMERS, BUTTONS, ETC. MUST BE AT LEAST 5 FEET HORIZONTALLY FROM THE WATERS
EDGE.
10.AN EQUIPOTENTIAL BONDING GRID MUST EXTEND 3 FEET HORIZONTALLY BEYOND THE WATERS EDGE OF
THE POOL/SPA AS REQUIRED BY NEC SECTION 680.26
11.A MINIMUM CONDUCTIVE SURFACE OF 9 SQ IN. MUST BE INSTALLED IN CONTACT WITH THE POOL/SPA
WATER. THIS WATER BOND IS PERMITTED TO CONSIST OF METAL PARTS THAT REQUIRE TO BE BONDED IN
NEC 680.26(B).
1.REFER TO PLUMBING PLANS (IF AVAILABLE); PLUMBING/MECHANICAL CONTRACTOR TO PROVIDE;
• FLOOR DRAINAGE IN POOL EQUIPMENT ROOM/VAULT
• DRAINAGE IN AUTO COVER BOX(ES)
• ALL PIPING, VALVES, SENSORS, PUMPS, ETC. REQUIRED FOR HEAT EXCHANGERS.
• ALL REQUIRED FRESH AIR INTAKE & VENTING IN POOL EQUIPMENT ROOM/VAULT.
• ALL REQUIRED EXHAUST VENTING FOR POOL/SPA HEATERS
• FRESH WATER SUPPLY LINE W/ BACKFLOW PREVENTION FOR POOL/SPA AUTO FILL SYSTEM.
2. ALL PLUMBING SHALL BE INSTALLED BY LICENSED CONTRACTOR AND PER ALL APPLICABLE CODE REQUIREMENTS.
PC POOL CONTRACTOR
MC MECHANICAL CONTRACTOR
EC ELECTRICAL CONTRACTOR
FM
PG
CG
VG
FLOW METER
SIGHT GLASS
DIAL VALVE
LEVER OPERATED BUTTERFLY VALVE
CHECK VALVE
SOLENOID VALVE
LIQUID FILLED PRESSURE GAUGE
FLEXIBLE PIPE CONNECTION
LIQUID FILLED COMPOUND GAUGE
LIQUID FILLED VACUUM GAUGE
THERMOMETER
HIGH LIMIT SWITCH
BALL VALVE
SV
T
FLX
HL
BLV
BTV
CV
SG
DV
HB
HOSE BIB (BY MC)
GFCI
GFCI 30 AMPRE SERVICE OUTLET (BY EC)
GC GENERAL CONTRACTOR
#
#
SECTION DETAIL
CL CENTER LINE
HORZ BREAK LINE
VERT BREAK LINE
LA LANDSCAPE ARCHITECT
1.CONTRACTOR SHALL VERIFY ALL WORK IS IN COMPLIANCE WITH THE 2015 INTERNATIONAL BUILDING CODE & ALL APPLICABLE CODES
REFERENCED WITHIN.
2.GENERAL CONTRACTOR & POOL CONTRACTOR ARE BOTH RESPONSIBLE FOR VERIFYING ALL WORK HEREIN CONFORMS TO THE PROJECT
GEOTECHNICAL REPORT. PROJECT GEOTECHNICAL ENGINEER MUST PERFORM AN OPEN HOLE OBSERVATION ONCE THE POOL HAS BEEN
FULLY EXCAVATED TO VERIFY SOIL CONDITIONS.
3.CONTRACTOR MUST VERIFY THE LOCATION OF ANY EXISTING BUILDING FOUNDATIONS AND UNDERGROUND UTILITIES PRIOR TO
EXCAVATING FOR POOL/SPA CONSTRUCTION. ANY ADJACENT BUILDING FOOTINGS SHALL BE AT OR BELOW THE BOTTOM OF THE POOL
SHELL AND AT A DISTANCE SPECIFIED BY THE BUILDING STRUCTURAL ENGINEER (ANY FOOTING WITHIN 3FT OF POOL/SPA SHELL MUST
BE VERIFIED BY BUILDING STRUCTURAL ENGINEER).
4.ALL DIMENSIONS AND DETAILS HEREIN MUST BE REVIEWED AND APPROVED BY PROJECT ARCHITECT AND CONTRACTOR OF RECORD FOR
CONFORMITY TO ALL APPLICABLE BUILDING CODES AND CONTRACTIBILITY. CONTRACTOR OF RECORD IS RESPONSIBLE FOR MANAGING
THE CONSTRUCTION AND VERIFYING ALL WORK IS COMPLETED PER THESE PLANS AND DETAILS. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD TO REPORT ANY DISCREPANCIES TO COLORADO POOL DESIGNS.
5.STEEL REINFORCING FOR THE POOL/SPA STRUCTURES SHALL BE ASTM GRADE 60 AND IN ACCORDANCE WITH THE ACI DETAILING MANUAL
OF STANDARD PRACTICE. UNLESS SPECIFICALLY NOTED OTHERWISE, STEEL REINFORCEMENT SHALL BE INSTALLED PER CHAPTER 25 AND
SECTION 26.6 OF ACI 318-14.
6.ALL STEEL REINFORCING SPLICES & DOWEL PROJECTIONS SHALL BE LAPPED BY A MINIMUM 42 BAR DIAMETERS AS FOLLOWS (WHICHEVER
IS GREATER) AND SHALL NOT EVER BE LESS THAN 24":
SIZE MIN. OVERLAP
#3-#5 32 INCHES
#6-#7 48 INCHES
7.UNLESS SPECIFICALLY NOTED OTHERWISE, INSTALL REBAR IN CENTER OF WALLS & SLABS.
8.CONCRETE SHALL BE PNEUMATICALLY APPLIED MORTAR "SHOTCRETE" CLASSED AS GRADE "A" CONCRETE SUBJECT TO LOCAL CODE
REGULATIONS AND ACI 506.2-13 SHOTCRETE SPECIFICATIONS. POOL & SPA STRUCTURES ARE TO BE CONSTRUCTED MONOLITHICALLY;
COLD JOINTS ARE NOT PERMITTED.
SPECIAL INSPECTIONS:
1. AQUATIC CONSULTANT AND/OR PROJECT STRUCTURAL ENGINEER OF RECORD MUST INSPECT ALL POOL/SPA REBAR PRIOR TO
PLACEMENT OF ANY CONCRETE.
2. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THIRD PARTY TESTING OF POOL CONCRETE AND PROVIDE 7 DAY, 14
DAY & 28 DAY BREAK TEST RESULTS TO COLORADO POOL DESIGNS.
9.SHOTCRETE SHALL BE TYPE II CEMENT COMPOSED OF:
• 8 1/2 SACKS OF CEMENT
• 30% PEA GRAVEL
• 70% SAND
• AIR ENTRAINMENT: 8% PRIOR TO PUMPING WITH +/-1.5 TOLERANCE
• 2-5 OZ. OF WATER REDUCING ADMIXTURE
• 10% WATER
• 2"-4" SLUMP (FOR SHORT DISTANCES)
• 4,500 PSI MIN. COMPRESSIVE STRENGTH AFTER 28 DAYS
10.COLD WEATHER CONDITIONS: WHEN AMBIENT AIR TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT DURING THE PLACEMENT OF
CONCRETE, CONTRACTOR MUST FOLLOW ACI 306R PROVISIONS.
11.HOT WEATHER CONDITIONS: WHEN AMBIENT AIR TEMPERATURES EXCEED 90 DEGREES FAHRENHEIT DURING THE PLACEMENT OF
CONCRETE, CONTRACTOR MUST FOLLOW ACI 305 PROVISIONS.
12.CURING:
A. PROTECT FRESHLY PLACED SHOTCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES.
B. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM SHOTCRETE SURFACE AFTER PLACING AND
FINISHING.
C. CURING EXPOSED SURFACES: CURE SHOTECRETE BY ONE OF THE FOLLOWING METHODS:
1. MOISTURE CURING: KEEP SURFACES CONTINUOUSLY MOIST FOR AT LEAST SEVEN DAYS WITH WATER,
CONTINUOUS WATER-FOG SPRAY, WATER-SATURATED ABSORPTIVE COVERS, OR MOISTURE-RETAINING COVERS
(LAP & SEAL SIDES AND ENDS OF COVERS).
2. CURING COMPOUND: APPLY CURING COMPOUND UNIFORMLY IN CONTINUOUS OPERATION BY POWER SPRAY
ACCORDING TO MANUFACTURERS WRITTEN INSTRUCTIONS. RECOAT AREAS SUBJECT TO HEAVY RAINFALL
WITHIN THREE HOURS AFTER INITIAL APPLICATION. MAINTAIN CONTINUITY OF COATING AND REPAIR DAMAGE
DURING CURING PERIOD.
a. APPLY CURING COMPOUND TO NATURAL OR GUN-FINISHED SHOTCRETE AT A RATE OF 1 GAL/100 SF.
D. CURING FORMED SURFACES: CURE FORMED SHOTCRETE SURFACES BY MOIST CURING WITH FORMS IN PLACE FOR FULL
CURING PERIOD OR UNTIL FORMS ARE REMOVED. IF FORMS ARE REMOVED, CONTINUE CURING BY METHODS SPECIFIED
ABOVE, AS APPLICABLE.
13. THE STRUCTURAL DESIGN SHOWN HEREIN IS BASED ON THE CONCRETE STRUCTURES BEING BACKFILLED WITH AND SUPPORTED ON
UNIFORM AND SUITABLE SOIL FOR ALL AREAS OF POOL AND SPAS (TO AVOID DIFFERENTIAL SETTLEMENT AND CRACKING OF THE
CONCRETE SHELL, ESPECIALLY NEAR DESCENDING SLOPES AND SLAB/SPA ELEVATION CHANGES). AVOID PLACING ANY
CHANGES/TRANSITIONS IN SOIL BEARING STRATUM UNDER THE POOL AND/OR SPA FOOTPRINTS. IF THE CONTRACTOR OR CLIENT
OBSERVE ANY CONDITIONS OF SOIL DISCONTINUITY DURING THE EXCAVATION, PLEASE CONTACT THE PROJECT GEOTECHNICAL
ENGINEER AND COLORADO POOL DESIGNS FOR FURTHER DIRECTION.
14.FOR POOL STRUCTURES THAT REQUIRE BACKFILLING OPERATIONS, BACKFILL SHALL NOT BE PLACED FOR A MIN. OF 7 DAYS OR UNTIL THE
CONCRETE HAS REACHED 75% OF ITS 28-DAY STRENGTH (WHICHEVER IS LONGER DURATION).
15.CONTRACTOR MUST INSTALL A MIN. 1/2 INCH EXPANSION JOINT BETWEEN POOL WALLS AND CONCRETE DECK. EXPANSION JOINT TO BE
FINISHED WITH A CONTINUOUS BEAD OF POLYURETHANE MARINE GRADE SEALANT, 3M 5200 OR EQUAL.
95 SF IN-GROUND SPA
SPA SIDE CONTROLLER
SPA EQUIPMENT VAULT
RE: 4/PL1.1
SPA AUTO COVER SWITCH,
COORDINATE W/ GC
1. THESE DRAWINGS REPRESENT THE DESIGN INTENT TO ACCOMMODATE THE OWNER'S REQUIRED
PROGRAMMING. THE CONTRACTOR SHALL NOT MAKE ASSUMPTIONS, ANY DISCREPANCIES WITHIN THESE
DOCUMENTS OR SPECIFICATIONS MUST BE PRESENTED TO THE ARCHITECT/OWNER FOR CLARIFICATION.
2. CONTRACTOR WILL BE FULLY RESPONSIBLE FOR DEVIATING FROM THE CONSTRUCTION DOCUMENTS.
INCLUDING, BUT NOT LIMITED TO, ALL SUBMERGED SUCTION OUTLETS.
3. POOL CONTRACTOR MUST CONFIRM THE POOL CONFIGURATION SHALL MEET PUBLISHED STANDARDS
OF THE DEPARTMENT OF HEALTH AND SWIMMING POOL REGULATIONS.
4. CONTRACTOR MUST REVIEW CONSTRUCTION DOCUMENTS FROM ALL OTHER TRADES INVOLVED IN THE
PROJECT AND COORDINATE AS NEEDED TO DELIVER A FULLY FUNCTIONAL END PRODUCT.
5. DECK SHALL BE NON SLIP FINISH, SLOPE DECK TOWARDS DECK DRAINS A MINIMUM 2 INCHES PER 10
FEET OR TO GRADE. POOL DECK & DECK DRAINAGE BY OTHERS.
6. END PRODUCT MUST CONFORM TO ALL APPLICABLE HEALTH & BUILDING CODES.
7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS & INSPECTIONS.SCALE:
ISSUE DATE:
DRAWN BY:
PROJECT #:
SHEET #:
SHEET TITLE:
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13301 W. 43rd Drive Suite #10
Golden, Colorado 80403
Phone: 720.693.8146
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CPD
3/25/2021
1221
PROJECT SITE PLAN
& NOTES
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NO SCALE3SPA PIPING NOTES
NO SCALE4SPA ELECTRICAL NOTES
NO SCALE5SPA MECHANICAL NOTES
NO SCALE7SPA SYMBOLS KEY
NO SCALE6SPA STRUCTURAL NOTES
3/16" = 1'-0"1 SPA SITE PLAN
NO SCALE2GENERAL NOTES
08/05/2022