HomeMy WebLinkAboutFile Documents.855 Chatfield Rd.0072-2020-BRES (47)1/2" THICK
POOL FINISH
RE: TYPICAL WALL DETAIL
FOR CONCRETE & REBAR
SPECIFICATIONS
WATER LEVEL
VERTICAL SECTION
SUCTION LINE
RE: PIPE DIAGRAM
PLAN SECTION
1' - 4"
SKIMMER; RE: DATA
SKIMMER
RE: DATA
6"
SKIMMER RECESSED
3" INTO WALL &
FULLY TILED
COPING; RE: DATA
1' - 4"
3"
SKIMMER
THROAT
FULLY TILED
9"
3"
DIRECTIONAL EYEBALL
RE: DATA FOR SIZE
POOL WALL FINISH
EYEBALL RETAINER
1 1/2" SCHEDULE 40 PVC
GREENSTREAK, LOCKSTOP
NON-SHRINK, MASTIC WATER STOP
POOL WALL
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STRUCTURAL INSTALLATION NOTES:
GOVERNING BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE.
1. CONTRACTOR MUST VERIFY THE LOCATION OF ANY EXISTING BUILDING FOUNDATIONS AND UNDERGROUND UTILITIES PRIOR
TO EXCAVATING FOR 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 3 FEET OF
POOL SHELL MUST BE VERIFIED BY BUILDING STRUCTURAL ENGINEER.
GEOTECHNICAL RECOMMENDATIONS:
THE SPA HEREIN HAS BEEN DESIGNED IN ACCORDANCE TO GUIDANCE PROVIDED BY THE PROJECT GEOTECHNICAL REPORT ISSUED BY:
H-P KUMAR, PROJECT NO. 18-7-516, DATED SEPTEMBER 5, 2018
DESIGN LATERAL SOIL PRESSURES: 45 PCF
ALLOWABLE BEARING PRESSURE: 3500 PCF
BACKFILL SPA SHELL WITH CLEAN, IMPORTED, GRANULAR SOIL SUCH AS SAND OR ROCK.
REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL RECOMMENDATIONS.
CONCRETE AND REINFORCEMENT:
USE TYPE II CEMENT
SHOTCRETE SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF THE LATEST EDITION OF ACI-301. MINIMUM 28 DAY
COMPRESSIVE STRENGHT SHALL BE 4,500 PSI.
SHOTCRETE SHALL BE PLACED AGAINST FIRM, NATURAL, UNDISTURBED SOIL, COMPACTED ENGINEER FILL OR FORMS.
STEEL REINFORCING FOR THE SPA STRUCTURE 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.
SPLICE LENGTH, DOWEL PROTECTION OR EMBEDMENT SHALL BE AS SPECIFIED IN 6/PL1.0
MAINTAIN CONTINUITY OF ALL HORIZONTAL REINFORCEMENT AT CORNERS, INTERSECTIONS AND AT STEPS AND BENCHES.
MINIMUM CONCRETE COVERAGE FOR REBAR:
-1 1/2" NOT EXPOSED TO WEATHER IN CONTACT WITH THE GROUND.
-2" CONCRETE EXPOSED TO EARTH OR WEATHER.
-3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.
GENERAL NOTES:
SPA SHALL BE PLACED OVER A MIN. FREE DRAINING GRAVEL.
REFER TO 6/PL1.0 FOR ADDITIONAL DETAILS & REQUIREMENTS.
NOTES:
1. TYPICAL FOR ALL
OPENINGS IN CONCRETE
WALLS & SLAB UNLESS
INDICATED OTHERWISE ON
PLANS.
2. DO NOT WELD
REINFORCEMENT TO PIPE
SLEEVES AND INSERTS.
3. ALL OPENINGS THROUGH
WATERTIGHT TANK
REQUIRE WATERSTOP.
PROVIDE MINIMUM LAP AS
NOTED OR SHOWN ON
PLANS (TYP.)
ADD 1-#5x4'-0" DIAG.
@ EACH CORNER FOR
EACH LAYER OF
REINFORCING
AREA OF BARS
EQUAL BAND "A"
BARS CUT
1-#5 HOOP, DIA. OF
OPENING + 8", IN EACH
LAYER OF REINF'G FOR
OPENINGS LARGER THAN 8".
AREA OF BARS EQUAL
BAND "A" BARS CUT
STEEL REINF. CUT
BAND "A"
STEEL REINF. CUT
BAND "B"
SEE STRUCTURAL
NOTES FOR
REQUIREMENTS
NOTE: CORNER
BAR TO MATCH
PRIMARY HORIZ.
REINFORCING
LAP LENGTH
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REMOVABLE COPING STONE TO MATCH DECK;
COORDINATE THICKNESS WITH GC.
STAINLESS STEEL SUPPORT BRACKET
BY COVER MANUF.
WATER LEVEL
DECK SLAB & FINISH BY OTHERS
POOL AUTO COVER
RE: DATA
WATERLINE TILE
POOL PLASTER FINISH
#4 "Z" BARS @ 8" O.C.
DOUBLE MAT #4 @ 16" O.C. EA.
WAY. RE: 2/PL1.1 IN
AUTOCOLOR WALL ONLY. USE
RE: 2/PL 1.1
REFER TO COVER MANUF.
3" COVER BOX DRAIN TO DAY LIGHT#4 HORIZ. BARS @ 8" O.C.
6"
1' - 0"6"
REFER TO 3/PL2.1 FOR MANUF.
DIMENSIONS/DETAILS
WALL THICKNESS AT AUTOCOVER WALL ONLY.
RE: 2/PL1.1 FOR ALL OTHER WALLS.
INTERIOR OF
AUTOCOVER BOX TO BE
FULLY TILED
COMPOUND GAUGE
SUCTION VALVE
PRESSURE GAUGE
DISCHARGE VALVE
CHECK VALVE
ANTI-VIBRATION FITTING
4" HOUSEKEEPING PAD
1/2" RUBBER PAD
CONCENTRIC REDUCER ONLY
WHEN REDUCING
GROUND PUMP PER NEC 680
NOTE: REFER TO MANUFACTURERS INSTRUCTIONS FOR ADDITIONAL DETAILS & REQUIREMENTS
FLOW
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2" SENSOR WELL LOCATED AT VERY END OF
AUTO COVER BOX SO NOT TO INTERFERE
WITH COVER INSTALLATION
SENSOR CABLE
WATER LEVEL SENSOR SECURELY
INSTALLED @ IDEAL WATER LEVEL
(-6" BELOW T.O. COPING)
SOLENOID LOOP
BACKFLOW
PREVENTER
BALL VALVES
TO POOL CIRC
LINE RE: PIPING
SCHEMATIC
FROM CITY SUPPLY
1" WATERTIGHT CONDUIT
WATER LEVEL
CONTROLLER SELECT
POWER
LEVEL SENSOR
FILLING
LOW WATER
FILL TIMEALARM
LOW WATERALARMSENSOR
ALARMRESET
ELC 800rElectronic Level Control
AquatiControl.com
AquatiControl
Technolog
Englewood, CO
PENTAIR, 08417, 1.5" FLOOR
INLET @ 18" BELOW WATER LEVEL
IN SPA WALL
POOL WALL, RE; WALL DETAILS &
SECTIONS FOR DESIGN
GASKET RING/ CORD SEAL
WATERPROOFING
BACK OF AUTO COVER BOX
AUTOCOVER
POOL WATER LEVEL SENSOR TO BE
LOCATED IN POOL HOLDING TANK
NOTE: DRAIN COVER & SUMP MUST BE VGB COMPLIANT.
CONTRACTOR IS FULLY RESPONSIBLE TO CONFIRM ALL
SUBMERGED SUCTIONS MEET OR EXCEED ANSI/APSP/ICC-7 2013
APSP-7/VGBA APPROVED
"UNBLOCKABLE" CHANNEL DRAIN
COVER & SUMP, FOR CONCRETE
INSTALLATION. INSTALL PER
MANUFACTURES INSTRUCTIONS
CIRC. SUCTION PIPE
GRAVEL BASE DRAIN FULLY ENCASED IN
MIN. 8" CONCRETE
RE: SLAB
DETAIL FOR
THICKNESS &
REBAR DESIGN
POOL FINISH
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
As indicated
CPD
3/22/2022
1221
CONSTRUCTION
DETAILS
PL2.2
85
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3/4" = 1'-0"1 FRONT ACCESS SKIMMER DETAIL
3" = 1'-0"3 CIRC. INLET DETAIL
NO SCALE4STRUCTURAL INSTALLATION NOTES
NO SCALE5POOL SHELL PENETRATION REINF.
NO SCALE6
POOL STRUCTURE CORNER MAT
REINFORCING
3/4" = 1'-0"8 POOL AUTO COVER BOX DETAIL
NO SCALE7POOL PUMP INSTALLATION
1" = 1'-0"9 SPA AUTO FILL DETAIL
1" = 1'-0"2 CHANNEL DRAIN DETAIL
48409
COL O R A D O L ICE
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E SSIONA L E N GINEER
A
DAM J . S HAUG
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3/22/2022
THESE DRAWINGS WERE NOT PRODUCED BY STRUCTURAL
ENGINEERING SOLUTIONS, INC. BUT HAVE BEEN REVIEWED FOR
STRUCTURAL ADEQUACY. THE P.E. STAMP PROVIDED HEREIN
APPLIES ONLY TO THE STRUCTURAL ITEMS ON THIS SHEET.
08/05/2022