E t h

P l a c e

I n d i a n a p o l i s

N

T o l l

F r e

P h o n e

F a x w w w r e n o s y s c o m

SHEET NO

DWG BY

SCALE DATE

DWG TITLE

CHK BY

BMAYS

11/5/2020

M o o r a r k

P

A

P I O

N E E R

A V E N

U E

P I T T S B U

R G

H

P A

All designs and data included and implied within the contents of these documents are proprietary of ARS. ARS will not be held liable based upon inaccurate, unknown or limited information or conditions provided by the purchaser/owner to create enclosed contents. All submitted drawings, details and data are subject to verification, accuracy and approval by the purchaser/owner. We reserve the right to modify details without notice where conditions require. No documents shall be modified, copied or reproduced without express written consent of ARS. 2004-2020

ARS, Inc, All Rights Reserved.

SHEET SIZE

24 x 36 (inches)

ARCH D

AS SHOWN

FILE LOCATION:

N O

T

F O

R

C O

N S T R U

C T I O

N

D:\CUSTOMERS\#4832 Moore Park, PA\#4832 Moore Park, PA.dwg

11/5/2020

Rejected: Re-Submit Rejected: Re-Submit as Noted

Approved: As Noted Approved: Release for Fabrication Process

X: ______________________________________________

Signature

X: ______________________________________________

Signature

POOL CONTRACTOR

State License # -

RenoSys Corporation

2825 E. 55th Place

Indianapolis, IN 46220

P: (317) 251-0207

F: (317) 251-0360

W: www.renosys.com

POOL SUPPLY & INSTALL

2825 E. 55th Place

Indianapolis, IN 46220

P: (317) 251-0207

F: (317) 251-0360

DESIGN

Brandon Mays

2825 E. 55th Place

Indianapolis, IN 46220

P: (317) 734-3311

F: (317) 251-0360

E: brandonm@renosys.com

POOL ENGINEERING

Walsh Engineering

8826 Southeastern Ave

Indianapolis, IN 46239

(317) 862-4738

ARCHITECT

N/A

GENERAL CONTRACTOR

N/A

OWNER

CITY OF PITTSBURGH

414 GRANT STREET CITY COUNTY BUILDING 3RD FLOOR

PITTSBURGH, PA 15219

SP 0 COVER SHEET

SP 1 NOTES & SYMBOLS

SP 2 DEMO

SP 3 POOL PLAN

SP 4 GUTTER PLAN

SP 5 GUTTER DETAILS

SP 6 MAIN DRAIN DETAILS

SP 7 GROUNDING & BONDING DETAILS

SP 8 MEMBRANE DETAILS

#4832 Moore Park, PA

1801 PIONEER AVENUE

PITTSBURGH, PA 15226

REGIONAL MAP LOCAL MAP

PROJECT TEAM

SHEET INDEX

COVER SHEET

SP 0

POOL DATA

CODES, STANDARDS & REGULATIONS

CODE JURISDICTION

1801 PIONEER AVENUE

PITTSBURGH, PA 15226

CODES, STANDARDS & REGULATIONS:

CONTRACTOR SHALL BE FAMILIAR WITH ALL CODES AND STANDARDS LISTED BELOW AND ALERT

THE ARCHITECT/ENGINEER TO CONFLICTS IN THE DRAWINGS.

HEALTH & SAFETY CODE

1801 PIONEER AVENUE

PITTSBURGH, PA 15226

MODEL CODES

2015 INTERNATIONAL SWIMMING POOL & SPA CODE

ACCESIBLILITY STANDARDS AND REGULATIONS

UNITED STATES 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

COMPETITIVE SWIMMING GOVERNING BODIES

SWIMMING: NCAA NATIONAL COLLEGIATE ATHELTIC ASSOCIATION

USA SWIMMING

DIVING:

FINA FEDERATION INTERNATIONALE DE NATATION (INTERNATIONAL SWIMMING FEDERATION)

NCAA NATIONAL COLLEGIATE ATHLETIC ASSOCIATION

PROJECT STAGE

POOL VOLUME - 530,649 GAL

PERIMETER - 488'-6 7/8"

POOL LENGTH & WIDTH - 90'-0" x 166'-0"

SURFACE AREA - 14,740 SQFT

TURN OVER RATE - 8 HRS (480 MINS)

FLOW RATE - 1,106 GPM

SYSTEM TYPE - SUCTION FEED

DEPTHS - 2'-8" - 7'-2"

INLETS - 187 INLETS @ 5.91 GPM PER INLET @ 17.19 FT/SEC & SPACED @ 2'-7"

O.C.

SURGE WEIRS - N/A

BATHER LOAD - N/A

REVISION HISTORY

REV DATE DESCRIPTION AUTHOR

OR 11.5.20 ORIGINAL RELEASE BMAYS

1 11.9.20 PLUMBING CHANGES BMAYS

2 11.18.20 SUBMITTAL CHANGES BMAYS

3 1.6.20

REMOVE RECDECK &

ADA LIFT

BMAYS

E t h

P l a d i a n a p o l i s

T o l l

F r e o n e

F a x w w w r e n o s y s c o m

SHEET NO

DWG BY

SCALE DATE

DWG TITLE

CHK BY

BMAYS

11/5/2020

M o o r k

P

A

P I O

N E E R

A V E N

U E

P I T T S B U

R G

H

P A

All designs and data included and implied within the contents of these documents are proprietary of ARS. ARS will not be held liable based upon inaccurate, unknown or limited information or conditions provided by the purchaser/owner to create enclosed contents. All submitted drawings, details and data are subject to verification, accuracy and approval by the purchaser/owner. We reserve the right to modify details without notice where conditions require. No documents shall be modified, copied or reproduced without express written consent of ARS. 2004-2020

ARS, Inc, All Rights Reserved.

SHEET SIZE

24 x 36 (inches)

ARCH D

AS SHOWN

FILE LOCATION:

N O

T

F O

R

C O

N S T R U

C T I O

N

D:\CUSTOMERS\#4832 Moore Park, PA\#4832 Moore Park, PA.dwg

11/5/2020

NOTES & SYMBOLS

SP 1

GENERAL NOTES & PROJECT INFORMATION (IF APPLICABLE)

CODES, SAFETY & SIGNAGE

1. Pool rules shall be posted at, or near, pool sides with letters at a minimum of 1" in height and shall include at least the following:

2. No Diving ( in 4" letters)

3. No food, drinks, or Animals allowed in pool area

4. Pool Hours: AM to PM

5. Bathing load: N/A persons

6. Shower before entering pool

7. No Lifeguard on Duty

8. Swim at your own risk

GENERAL NOTES

1. Glass used in glazing shall be tempered or laminated safety glass. Glass used in glazing shall not be located adjacent to activity areas.

2. Reference shall be made to the publication " Minimum Standards for Public Swimming Pools" available from the National Spa & Pool Institute. 2111 Eisenhower Avenue, Alexandria, Virginia 22314.

CONSTRUCTION NOTES (IF APPLICABLE)

CONCRETE

1. Pool concrete decks to slope away from pool at 1/4" per foot

2. Pool concrete decks to have light broom finish

3. The restroom floors shall slope to floor drains and shall be constructed of an impervious slip-resistant surface.

4. Depth markers and anchors to be provided by RenoSys Coporation and installed by concrete contractor.

5. All metallic items required to be bonded and grounded as required by the 2014 National Electrical Code.

6. All assumed allowable soil bearing pressure is 2000 PSF, to be verified by contractor.

7. Footings are to be placed on undisturbed natural soil (not pervious fill material) or engineered fill.

8. Engineered fill shall be free of organic material, rocks larger than 2" and clay shall not have a PSI greater than 12. Fill shall be compacted to a max. dry density of 95% of the modified proctor per ASTM-D1157, and placed in 8" lifts.

9. Granular material is soil with a rounded shape, free of organic and clay material with max. size aggregate to be 3/8".

10. All concrete shall have the following 28 day compressive strengths:

11. Footings 3000 PSI with 2% air entrapment, W/C=.55

12. Exterior and Interior Slabs 4000 PSI with 6% air entrapment W/C=.45

13. All reinforcing shall shall be ASTM A-615 grade 60. all welded wire fabric shall be ASTM A-185 with yield of 65 KSI.

14. All concrete shall use Type I Portland cement.

15. Provide sleeves for all opening in grade beams, to separate pipe from concrete.

16. Concrete work shall conform to all requirements of ACI-301 specifications for structural concrete for buildings and ACI-347, guide to form work for concrete.

17. All reinforcement shall placed per the Concrete Reinforcing Steel Institute, manual of standard practice.

18. Provide 1" deep by 1/4" wide control joints at 15'-0" max. in slabs on grade.

19. Provide 3/4" chamfers on all exposed edges of concrete.

20. Minimum concrete cover over reinforcement bar cast against earth 3"

21. Minimum concrete cover over reinforcement bar exposed to earth or weather 2"

22. Interior concrete slabs 3/4"

23. All corners to be formed and poured 6'-0" minimum in both directions, unless otherwise noted

24. Subgrade shall be compacted to a max. dry density of 95% of the modified proctor per ASTM-D1157, and placed in 8" lifts.

25. Provide concrete test samples meeting requirements for approval prior to final concrete pour if required.

GUTTER ANCHORS

1. Shall be designed and installed to meet or exceed National, State & Local codes.

WALL PANELS

BUTTRESSES

PLUMBING NOTES (IF APPLICABLE)

1. The following notes apply to all pool/slide piping plans

2. All metallic items required to be bonded and grounded as required by the 2014 National Electrical Code.

3. The piping layouts on this drawings are schematic and for reference only. Piping as shown as spread out for clarity. Contractor shall be responsible for determining final pipe routing and elevations.

4. Reduce the use of fittings and long pipe runs to minimize head loss in the system.

5. All piping shall be installed in a pipe trench with bedding and cover materials per specifications. Piping may be stacked in the pipe trench.

6. Arrows denote direction of flow.

7. Refer to all disciplines documentation and coordinate all piping and embedments with affected trades.

8. All gravity piping shall be installed at a minimum slope of 1" drop per 10' length. all outdoor piping shall be installed with a slope to allow completete draining. provide winterizing/draining instructions and schematics to owner.

9. Contractor shall use swing joints or other means and methods as required to provide pool inlet fittings flush and perpendicular with the pool floor and as required for proper slope to drain for winterization.

10. All piping shall be in accordance with the pumbing code and the local (county) department of health code. the A.S.T.M. designation number d-1785 and NSF seal for potable water.

11. All piping designed for 6'/second max suction, 8'/second max pressure, and 3'/second max gravity.

12. All zero depth gutter and inlet supply piping must be laid on a grade so it will drain to the surge tank completley by gravity to prevent damage during freezing weather. Main drain line piping must be laid on a grade so; (a) all piping from beneath the pool to the elevation change shall pitch to drain to the pool main drain sumps and; (b) all piping from the elevation change to the surge tank shall pitch to drain to the surge tank. In all instances where gravity rainage is not provided; the contractor shall install drain valves so that all lines can be drained completely to surge tank or another approved location. Drainage plugs shall be provided in the piping system to allow for location. Drainage plugs shall be provided in the piping system to allow for draining of pool piping. Contractor shall provide operation and winterization instructions to owner.

13. All elevations to be field verified to allow for proper pitch and drainage. Pitch approximate 1"/10'-0". Pool contractor shall make every effort to curtail the use of fittings to reduce head.

14. This drawing is intended for schematic use only!! Final locations shall be field verified with all other trades, by Contractor.

15. Contracor shall coordinate all work with architectural, mechanical, electrical and strucural drawings.

DRAINAGE

1. Deck drains shall be provided in locations where standing water may be prevalent.

2. The restroom floors shall slope to floor drains and shall be constructed of an impervious slip-resistant surface.

3. All drain fittings to carry 100% of recirculation rate at a velocity not to exceed 1.5'/second through the clear area of the grate.

4. All drains and outlets shall conform with ANSI/APSP-16 2011 or any successor standard.

WASTE WATER

1. A minimum air gap of 6" must be provided on all waste water lines.

FILL/MAKE-UP WATER

1. A minimum air gap of 6" must be provided on all make-up water.

FIXTURES AND EQUIPMENT

1. Furnish all fixtures and equipment indicated and scheduled on drawings, complete with all accessories, controls and installation items required.

2. Install in full accordance with manufacturer's recommendations and place in satisfactory operation.

3. A hose bib shall be provided within 50 feet of site and must be provided with a vacuum breaker.

4. Public restrooms for bathers shall be equipped with a conveniently located hose bib with a vacuum breaker.

WATER PIPING

1. Coordinate domestic water from 5'-0" outside building to city main with local utilty company. Install domestic water distribution piping to all fixtures and equipment requiring same, including backflow preventor and water meter with remote register. Include all fittings, valves, hangers, and other accessories required for complete installation.

2. Include unions, or other disconnect means, stops or valves for isolation of fixtures and equipment. Valves to be fully compatible with piping for service intending as manufactured by Nibco, Crane or other approved manufacturer. Include hose or drain valves at low points where fixtures cannot be used for drainage.

3. Install air cushions or shock absorbers at each fixture or where required to prevent water hammer. Shock absorbers to be precision plumbing products 15c series or equal.

4. Hangers on insulated pipe to be outside of insulation and sized accordingly and with sufficient saddle to protect insulation.

5. Water piping above grade shall be tube "l" hard copper ASTM B 88-832 with wrought copper fittings ASTM Bb 16.22-1980 and non-lead or antimony solder joints and type "K" copper ASTM B-88 with wrought copper brazed joints below grade.

6. Flush, vent and sanitize all water piping upon completion. sanitize in accordance with American water work association AWWA0601d or local board of health requirements.

SUPPORTS & HANGERS

1. Hangers and supports are to be provided to properly support, secure and align piping and to meet conditions. Spacing to comply with ASHRAE standards and local code requirements.

INSULATION

1. Insulate all above-grade hot and cold water piping and rain conductors inside building with one-half (1/2) inch thick molded fiberglass having type ASJ jacket and manufactured by owens-corning fiberglass company.

2. Insulate hot and cold water supplies and p-trap, including tail piece and trap arm under all lavatories with vinyl closed cell insulation, Truebro model 102 handi lav-guard kit.

3. Include insulation of fittings and valves. Keep vapor barriers intact. Apply to manufacturer's recommendations.

GAUGES

1. Pressure gauges to be installed on all filter suction & discharge lines.

2. All vacuum gauges to be installed in front of pump.

VALVES

1. Provide backwater valves and gear operated sub-surface butterfly valves with valve extension for all pool ans surge tank drain lines.

2. Each valve shall have a permanent idntifying lable or tag attached to it. the sequence of operation, briefly stated, shall be prominently displayed.

ELECTRICAL NOTES (continued) (IF APPLICABLE)

MOTOR STARTERS

1. For single phase motors, provide toggle switches with thermal overload protection and NEMA 4x housing, unless otherwise noted.

2. Combination motor starters shall have an overload device for each phase of the motor.

3. Combination motor starters to be housed in NEMA 4x enclosures.

4. Provide engraved nameplate for each motor starter switch indicating voltage, phase, load served, and circuit origin.

SWITCHES, SAFETY

1. Safety switches shall be heavy duty, size and electrical characteristics indicated, surface mounted, fusible rated at 250 volts on the 208 volt system. Ampere ratings as noted on the drawings, 60 hertz, three (3) blades incorporating quick-make, quick-break type switches.

2. Fuses: Unless indicated on the drawings as non-fused type, provide fuses for safety switches. Fuses to be time-delay, current-limiting u.l. class RKI, and have an interrupting rating of 200,000 RMS amperes symmetrical.

3. Switches shall be housed in NEMA 4x enclosures.provide engraved nameplate for each disconnect switch indicating voltage, phase, load served, and circuit origin.

LIGHTING AND POWER PANEL BOARDS

1. Provide dead-front safety type lighting and power panel boards as indicated, with switching and protective devices in quantities, ratings, types and arrangement as shown, equipped with copper bus bars, full-sized neutral bar, with bolt-in type molded case branch circuit breakers for each circuit, with toggle handles that indicate when tripped.

Provide a bare un-insulated grounding bar suitable for bolting to enclosure. Provide typed directory.

2. Provide engraved nameplate for each panel board indicating voltage, phase, panel name, and feeder origin.

3. Panel boards shall be housed in NEMA 4x enclosures.

GROUNDING

1. Entire power system shall be effectively grounded, including all exposed non-current carrying parts of electrical equipment in full accordance with 2014 NEC article 250.

2. A green pigtail shall be installed from grounding slots of grounding outlets to outlet boxes.

3. Extend ground to domestic water main.

TEMPORARY

1. This contractor to provide all temporary lighting and power as required for all trades.

2. All temporary wiring installed shall be removed by this contractor.

SWIMMING POOL BONDING

1. A bonding system shall be installed to eliminate voltage gradients in the pool area.

2. All work shall meet the requirements set forth by the 2014 national electrical code.

3. All work shall conform to the requirements of all federal, state, local and municipal ordinance.

4. All metallic parts shall be bonded together with #8 AWG solid or larger conductor as described on this drawings and in accordance with NEC 680.26. the copper bonding conductor shall not be required to be attached to remote panel boards, service equipment or electrodes.

5. Bonding jumpers shall be connected by exothermic welding, listed pressure connectors, listed clamps, or other listed means. connection devices that depend solely on solder shall not be used.

PLUMBING NOTES (continued) (IF APPLICABLE)

FLOW METERS

1. Flow meter shall be provided in the filtration pump discharge line and in each inlet return line as indicated on the drawings. Flow meters shall be installed on a straight lenght of pipe without any valve, elbow or other source of turbulence (uninterrupted flow of install per manufacturer's recommendations.

2. Main flow meter shall be used to monitor recirculation rate.

FILTERS

1. Filter shall be provided with the following appropriately located accessories: pressure gauges, backwash sight glass on waste discharge line, an air relief valve at the height point of the filter and valved line.

HEATERS

1. Shall be equipped with thermometers, 80-240 Degrees F with 2 Degree graduations: automatic temperature limiting device: flow switch: heater bypass valve: all lnfluent/effluent heater piping to be metallic: pressure relief valve to be provided and piped to within 6" of floor. the automatic temperature switch on the pool heater shall be set for a max of 100 degrees. furnish and install thermoters in inlet and outlet piping to heater and downstream in the blended water system.

POOL GUTTER SYSTEM

POOL MAIN DRAINS

1. Shall be designed and installed to meet or exceed National, State & Local codes. VGB Compliant.

POOL SUPPLY & COLLECTOR BOXES

DECK EQUIPMENT (IF APPLICABLE)

CODES, SAFETY & SIGNAGE

1. Provide depth markers and "No Diving" markers on center around pool perimeter as required by local and state codes

2. All new equipment and installations shall conform to the Local Dept. of Fire and Building Services "Swimming Pool Bathing Places" and the regulations of the Indiana

Department of Homeland Security and County Health Department.

3. No carpets will be acceptable in, or around, bathhouse.

4. Depth markers and anchors to be provided by RenoSys Coporation and installed by concrete contractor.

DEPTH MARKERS

1. Provide depth markers, deep and shallow ends and "No Diving" markers around pool perimeter as required by local and state codes

DIVING BOARDS

STARTING PLATFORMS

WATER FEATURES

POOL EQUIPMENT (IF APPLICABLE)

1. All new equipment and installations shall conform to the Local, State & National fire, health & building codes.

POOL LINER

1. All dimensions and locations to be field verified prior to installation.

2. Liner and RecDeck membranes are reflective systems.

3. Racing lane markings to be field located, centered between existing rope anchors or to match existing.

4. Weep holes are part of the membrane system and will be installed in the pool structure as required

LANE & WALL TARGETS

1. Shall be designed and installed to meet or exceed National, State & Local codes. NCAA Compliant.

LIGHTING

MECHANICAL ROOM NOTES (IF APPLICABLE)

1. Verify eqquipment pad height requirements from manufacturer and provide shop drawings to pool engineer.

2. Verify all openings, penetrations, and elevations and provide shop drawings to pool engineer.

3. Coordinate all piping and embedments with affected trades.

4. Refer to structural drawings for future cored openings.

5. Refer to architectrual plans for actual room dimensions and finished floor elvations.

6. Support pipes according the drawing details.

7. All supports, bracing, fasteners and hardware in the surge tank(s) shall be stainless steel.

EQUIPMENT

1. All new equipment and installations shall conform to the Local, State & National fire, health & building codes.

ELECTRICAL NOTES (IF APPLICABLE)

Where Applicable

CODES AND REGULATIONS

1. All work shall conform to the latest edition of the national electrical code, and all federal, state, local and municipal ordinances.

2. This contractor shall obtain and furnish all necessary permits and inspection certificates for all material and labor furnished by him. The cost shall be borne by this contractor.

3. This contractor shall keep his entire portion of the work in repair, without additional cost to the owner, so far as defects in workmanship, apparatus, material, or construction are concerned for one year from date of approval for final payment.

4. All material provided for the project shall be new with manufacturer's warranty and shall be approved for use by Underwriter's Laboratory, Inc. where applicable.

5. Manufacturer's names are used on the drawings to establish type and quality. substitutions may be used when approved by the architect. Approval of equals is the sole right of the architect.

6. All metallic items required to be bonded and grounded as required by the 2014 National Electrical Code.

SCOPE

1. Include all labor, equipment, tools and materials for electrical distribution to perform and complete a timely project.

2. All electrical work including power wiring from panel in building and wiring of other items indicated.

3. Furnish and install new lighting as indicated on drawings.

4. Provide facilities for a new underground electrical service.

5. Any installation costs assessed by utility companies for incoming service installation shall be included in bid and paid for by the electrical contractor.

CONDUIT INSTALLATION

1. All wiring to be installed in conduit in accordance with the 2014 NEC. and so the required conductors may be pulled without injury or strain and properly supported.

2. All conduits to be concealed in building new construction where possible.

3. Exposed conduits are to be run at right angles to building construction.

4. Interior wiring to be installed in metal clad cable (MC) listed for corrosive atmospheres.

5. Branch circuits for pool-associated motors shall be installed in rigid galvanized steel (RGS), intermediate metal conduit (IMC), or metal clad cable (MC) listed for corrosive atmospheres. Connections to these motors shall be made with liquid tight flexible conduit listed for corrosive atmospheres with approved fittings.

6. Conduit on building exterior shall be rigid galvanized steel with weather-tight fittings and devices.

7. Underground conduit below grade shall be rigid schedule 80 PVC with solvent weld fittings. Install code sized ground conductor in all PVC conduit. Penetrations of floor slabs shall be made with rigid galvanized steel.

8. Provide all pull boxes and fittings wherever necessary or shown. All straight conduit runs shall not exceed 100 feet without pull box not over 75 feet for run with one (1) right angle bend and not over 50 feet for run with two (2) right angles.

9. All conduit shall be properly supported in accordance with the 2014 NEC. Conduit shall be hung independently from structure and not from ductwork, ceiling hangers or ceiling support wires.

10. Final connection to light fixtures and equipment shall be made with flexible steel conduit ("greenfield" - 6' maximum length) in dry areas and liquid tight flexible metallic conduit

("sealtite") listed for corrosive atmospheres, in damp or wet areas.

11. All empty conduits are to be provided with pull wires and nylon bushings at both ends.

OUTLET BOXES

1. Secure all boxes from building structure independent of conduit.

2. Flush device boxes in masonry walls shall be designed for the purpose with raised cover.

3. Wiring device boxes for surface conduit work shall be FS series cast boxes.

4. All boxes shall be corrosion resistant.

WIRE AND CABLE

1. Wire and cable shall be as follows:

2. #12 AWF and #10 AWG solid or stranded conductor copper, 600 volt, type THWN, XHHW, or THW (75 degrees c).

3. #8 AWG to and including #500 MCM AWG, stranded conductor, copper, 600 volt, type THWN, XHHW or THW (75 degrees c).

4. Type THHN (90 degrees c.) wire from outlet box to light fixtures.

5. #14 AWG may be used for low voltage control wiring only.

6. Color coding shall be used for all wire and cables in accordance with 2014 NEC coding standards. Control conductors shall be continuously color coded. Ground conductor shall be green.

7. Joints in #10 AWG and smaller wire shall be made with "Scotch Locks" (or equal) and be insulated with Scotch #33 electrical tape.

8. Joints in #8 AWG and larger shall be made with pressure type mechanical connector and insulated with electrical tape to 150% of the insulating value of the conductor.

WARNING: These notes are suggestive only. All Contractors are responsible for ensuring National, State and Local code enforcement on projects.

CL CENTERLINE

SB SUPPLY BOX

CB COLLECTOR BOX

MD MAIN DRAIN

GPM GALLONS PER MINUTE

TYP TYPICAL

EJ EXPANSION JOINT

CJ CONTROL JOINT

FF FINISHED FLOOR ELEVATION

OC ON CENTER

TO TOP OF

BO BOTTOM OF

SWL STATIC WATER LEVEL

OWE OPERATING WATER LEVEL

EW EACH WAY

DIA DIAMETER

SS STAINLESS STEEL

NPS NOMINAL PIPE SIZE

ID INSIDE DIAMETER

OD OUTSIDE DIAMETER

MIN MINIMUM

MAX MAXIMUM

SCH SCHEDULE

WD WATER DEPTH

PL POOL LIFT

SE SLOPED ENTRY

PS POOL STAIRS

UNO UNLESS NOTED OTHERWISE

TOS TOP OF STEEL

AIR RELIEF VALVE

EMERGENCY PUMP OUT

INLET

POOL LIGHT

ROPE HOOK

SYMBOLS & ABBREVIATIONS

REVISION HISTORY

REV DATE DESCRIPTION AUTHOR

OR 11.5.20 ORIGINAL RELEASE BMAYS

1 11.9.20 PLUMBING CHANGES BMAYS

2 11.18.20 SUBMITTAL CHANGES BMAYS

3 1.6.20

REMOVE RECDECK &

#4832 Moore Park, PA

DEMO PLAN | SCALE 1/8" = 1'-0"

SECTION B-B

SCALE 1/8" = 1'-0"

SECTION C-C

SCALE 1/8" = 1'-0"

B

B

C

C

E t h

P l a d i a n a p o l i s

T o l l

F r e o n e

F a x w w w r e n o s y s c o m

SHEET NO

DWG BY

SCALE DATE

DWG TITLE

CHK BY

BMAYS

11/5/2020

M o o r k

P

A

P I O

N E E R

A V E N

U E

P I T T S B U

R G

H

P A

All designs and data included and implied within the contents of these documents are proprietary of ARS. ARS will not be held liable based upon inaccurate, unknown or limited information or conditions provided by the purchaser/owner to create enclosed contents. All submitted drawings, details and data are subject to verification, accuracy and approval by the purchaser/owner. We reserve the right to modify details without notice where conditions require. No documents shall be modified, copied or reproduced without express written consent of ARS. 2004-2020

ARS, Inc, All Rights Reserved.

SHEET SIZE

24 x 36 (inches)

ARCH D

AS SHOWN

FILE LOCATION:

N O

T

F O

R

C O

N S T R U

C T I O

N

D:\CUSTOMERS\#4832 Moore Park, PA\#4832 Moore Park, PA.dwg

11/5/2020

DENOTES REMOVAL

SECTION B-B

NOT TO SCALE

SECTION C-C

NOT TO SCALE

SECTION A-A

NOT TO SCALE

SECTION D-D

NOT TO SCALE

DEMO

SP 2

REVISION HISTORY

REV DATE DESCRIPTION AUTHOR

OR 11.5.20 ORIGINAL RELEASE BMAYS

1 11.9.20 PLUMBING CHANGES BMAYS

2 11.18.20 SUBMITTAL CHANGES BMAYS

3 1.6.20

REMOVE RECDECK &

ADA LIFT

BMAYS

NEW COLLECTOR

BOX LOCATION

1'-4 3/8" MIN

EXISTING

GUTTER

PROFILE

7'-2"

2'-8"

FIELD VERIFY DIMENSIONS

FOR EXISTING MAIN DRAIN

REMOVAL & NEW MAIN DRAIN

INSTALLATION.

NOTES:

FIELD VERIFY ALL DIMENSIONS.

EXISTING STAIRS

CUT, REMOVE & TRENCH TO MECHANICAL

ROOM TO ALLOW FOR NEW PLUMBING.

EXPOSE EXISTING PIPING.

NEW CONCRETE FLOOR

EXISISTING CONCRETE FLOOR

FIBERGLASS REBAR @ 12" O.C.

with 2" CLEAR

166'-0"

NEW 8" CONCRETE FLOOR

WITH FIBERGLASS REBAR @ 12" O.C. EACH WAY

11'-0"

CONNECT NEW SCHEDULE 80 PVC PIPING TO THE

EXISTING RECIRCULATION PIPING OUTSIDE OF THE

MECHANICAL ROOM.

11'-0"

EXISTING

GUTTER

PROFILE

EXISTING

GUTTER

PROFILE

119'-0"34'-0"

13'-0"

13'-0"

19'-0"

8'-0"

10'-0"

8'-0"

19'-0"

188'-0"

6'-0"

11'-0"

11'-0"

DEMO ACCESS

POOL PLAN | SCALE 1/8" = 1'-0"

E t h

P l a d i a n a p o l i s

T o l l

F r e o n e

F a x w w w r e n o s y s c o m

SHEET NO

DWG BY

SCALE DATE

DWG TITLE

CHK BY

BMAYS

11/5/2020

M o o r k

P

A

P I O

N E E R

A V E N

U E

P I T T S B U

R G

H

P A

All designs and data included and implied within the contents of these documents are proprietary of ARS. ARS will not be held liable based upon inaccurate, unknown or limited information or conditions provided by the purchaser/owner to create enclosed contents. All submitted drawings, details and data are subject to verification, accuracy and approval by the purchaser/owner. We reserve the right to modify details without notice where conditions require. No documents shall be modified, copied or reproduced without express written consent of ARS. 2004-2020

ARS, Inc, All Rights Reserved.

SHEET SIZE

24 x 36 (inches)

ARCH D

AS SHOWN

FILE LOCATION:

N O

T

F O

R

C O

N S T R U

C T I O

N

D:\CUSTOMERS\#4832 Moore Park, PA\#4832 Moore Park, PA.dwg

11/5/2020

2'-8"

3 STEP LADDER

4 STEP LADDER

4 STEP LADDER

4 STEP LADDER

4 STEP LADDER

3 STEP LADDER

2 STEP LADDER

166'-0"

2 STEP LADDER

7FT

2IN

7FT

2IN

7FT

2IN

2IN

7FT

2IN

7FT

NO DIVING

8IN

2FT

NO DIVING

8IN

2FT

NO DIVING

8IN

2FT

8IN

NO DIVING

2FT

NO DIVING

0IN

3FT

25'-0"58'-0"53'-0"30'-0"

30'-0" 53'-0" 58'-0" 25'-0"

• LINER & POOL MARKINGS, SEE MEMBRANE DETAILS SHEETS.

• SEE SPEC BOOK FOR LADDER INSTALLATION DETAILS.

• FULL PARTS LIST LOCATED ON SP 4

POOL PLAN

SP 3

33'-0"

Recessed Rope Hook

10'-0"

LOCATED AT

5'-0" BREAKLINE

SEE MEMBRANE DETAILS

28'-0" (5 ROPE HOOKS @ 7'-0")

REPEAT OPPOSITE SIDE

18'-0"25'-0"25'-0"25'-0"25'-0"25'-0"23'-0"

6FT

3IN

5FT

0IN

NO DIVING

4FT 6IN

NO DIVING

4FT

0IN

NO DIVINGNO DIVING

6IN

3FT

NO DIVING

0IN

3FT

18'-0"25'-0"25'-0"25'-0"25'-0"25'-0"23'-0"

NO DIVING

0IN

3FT

NO DIVING

6IN

3FT

NO DIVING

0IN 4FT

NO DIVING

6IN

4FT

NO DIVING

0IN

5FT

3IN

6FT

7'-0" TYP

21'-0" 3 SPACES @ 7'-0"

REPEAT OPPOSITE SIDE

Wall Target

7'-2"

5FT

3IN

NO DIVING

5'-0"

5'-0"

NO DIVING

3IN 5FT

REVISION HISTORY

REV DATE DESCRIPTION AUTHOR

OR 11.5.20 ORIGINAL RELEASE BMAYS

1 11.9.20 PLUMBING CHANGES BMAYS

2 11.18.20 SUBMITTAL CHANGES BMAYS

3 1.6.20

REMOVE RECDECK &

ADA LIFT

BMAYS

2 STEP LADDER

2 STEP LADDER

33'-0"

RRH

SP 5

GUTTER ANCHOR & GUTTER PLAN | SCALE 1/16" = 1'-0"

#4832 Moore Park, PA

PLUMBING PLAN | SCALE 1/16" = 1'-0"

DETAIL F

SCALE 1/8" = 1'-0"

DESCRIPTIONPART NUMBERQTY

SR Smith #10112 23in 3-Step Ladder with .065 tubing3 STEP LADDER2

SR Smith #10115 23in 4-Step Ladder with .065 tubing.4 STEP LADDER4

SR Smith #10109 23in 2-Step Ladder with .065 tubing2 STEP LADDER4

EP-100F Escutcheon 304 SS for 1.90" OD TubingESCUTCHEON20

2ft Depth Marker with 6" high numbers2FT4

8in Depth Marker with 6" high numbers8IN4

No Diving Depth Marker with 6" high numbersNO DIVING17

0in Depth Markers with 6" high numbers.0IN7

5ft Depth Marker with 6" numbers.

5FT4

7ft Depth Marker with 6" high numbers.7FT5

3ft Depth Marker with 6" high numbers3FT5

6in Depth Marker with 6" numbers.6IN4

4ft Depth Marker with 6" high numbers.4FT4

2in Depth Marker with 6" high numbers.2IN5

6ft Depth Marker with 6" high numbers.6FT2

3in Depth Marker - 6"x6"x1/4" Ceramic Tile with 4" Numbers for Deck3IN4

AS-100B Bronze Anchor for 1.90 OD Concete Deck AnchorDECK ANCHOR20

6in SS Supply Box6in SS SUPPLY1

3/8" Drilled Holes @ 2'-7" O.C.INLET187

8in Stainless Steel Collector Box8in SS COLLECTOR BOX2

DuraTech Roll-Out Stainless Steel Gutter System 11" H x 10" W w/ 6in Deck to Water @ 10'-0" sections. 304L 12GA SS #4 Finish.DTRO 11-10-6 Gutter51

304L SS Gutter Anchor Assembly with SS all-thread and zinc drop in anchor.Gutter Anchor Assembly143

18x36-10 Main Drain18x36-10 Main Drain2

Stainless Steel Recessed Rope HookRecessed Rope Hook10

Wall Targets SEE PVC LINER MEMBRANE DETAILSWall Target8

#00340 Astral Pool 2" Floor Inlet2" Floor Inlet28

RECIRCULATION PUMP1

DTRO 11-10-6 Surge Weir @ 50GPM50 GPM Surge Weir22

F

SP6

E t h

P l a d i a n a p o l i s

T o l l

F r e o n e

F a x w w w r e n o s y s c o m

SHEET NO

DWG BY

SCALE DATE

DWG TITLE

CHK BY

BMAYS

11/5/2020

M o o r k

P

A

P I O

N E E R

A V E N

U E

P I T T S B U

R G

H

P A

All designs and data included and implied within the contents of these documents are proprietary of ARS. ARS will not be held liable based upon inaccurate, unknown or limited information or conditions provided by the purchaser/owner to create enclosed contents. All submitted drawings, details and data are subject to verification, accuracy and approval by the purchaser/owner. We reserve the right to modify details without notice where conditions require. No documents shall be modified, copied or reproduced without express written consent of ARS. 2004-2020

ARS, Inc, All Rights Reserved.

SHEET SIZE

24 x 36 (inches)

ARCH D

AS SHOWN

FILE LOCATION:

N O

T

F O

R

C O

N S T R U

C T I O

N

D:\CUSTOMERS\#4832 Moore Park, PA\#4832 Moore Park, PA.dwg

11/5/2020

Ø

C O

L L E C T O

R

Ø

C

O

L

L

E

C

T

O

R

Ø

S

U

P

P

L

Y

Ø

F

L

O

R

L

E

T

M

A

D

R

A

I

N

C

L

L

E

C

T

O

R

Ø6"

GUTTER PLAN

SP 4

POOL LENGTH & WIDTH - 90'-0" x 166'-0"

SURFACE AREA - 14,740 SQFT

TURN OVER RATE - 8 HRS (480 MINS)

FLOW RATE - 1,106 GPM

SYSTEM TYPE - SUCTION FEED

DEPTHS - 2'-8" - 7'-2"

INLETS - 187 INLETS @ 5.91 GPM PER INLET @ 17.19 FT/SEC & SPACED @ 2'-7" O.C.

SURGE WEIRS - N/A

BATHER LOAD - N/A

REVISION HISTORY

REV DATE DESCRIPTION AUTHOR

OR 11.5.20 ORIGINAL RELEASE BMAYS

1 11.9.20 PLUMBING CHANGES BMAYS

2 11.18.20 SUBMITTAL CHANGES BMAYS

3 1.6.20

REMOVE RECDECK &

ADA LIFT

GUTTER CALCULATION DATA

TURN OVER RATE - 8 HRS (480 MINS)

FLOW RATE - 1,106 GPM

COLLECTOR BOXES -

TROUGH WIDTH - 12

DMAX - 9.5

Ud - 6.21 (less than DMAX within 5%)

8in SS COLLECTOR BOX

18x36-10 Main Drain

8in SS COLLECTOR BOX

6in SS SUPPLY

166'-0"

2'-7"( O.C.) GUTTER INLETS TYP

AROUND PERIMETER OF POOL.

166'-0"

T Y P

10'-0" TYP

2'-8" 2'-8"

T Y P

10'-0" TYP

45°

45°

16'-0"

144'-0" (36 SPACES @ 4'-0" MAX)

REPEAT OTHER SIDE

11106

SP 5

11106

SP 5

INLET

P

P

GOC

SP 5

6"

S P A C E

M

A X

R E P E A T

O

T H

E R

S I D

E

Gutter Anchor Assembly

10MD

SP 5

Ø2" TYP

FLOOR INLET

7'-2"

7'-2"

37'-6"

7'-0"

91'-0" ( 13 SPACES @ 7'-0") 37'-6"

Ø2" SCHED 80

PVC PIPE TYP

S P A C E

R E P E A T

O

T H

E R

S I D

E

8CB

SP 5

6SB

SP 5

20'-9"

20'-9" 124'-6" (6 SPACES @ 20'-9")

REPEAT OTHER SIDE

50 GPM Surge Weir

10MD

SP 5

CAP

OFF

Ø2”

DTRO 11-10-6 Gutter

DETAIL VIEW | SCALE 6" = 1'-0"

Gutter Anchor Assembly

SIDE VIEW | SCALE 1 1/2" = 1'-0"

Gutter Inside Corner

TOP VIEW | SCALE 1" = 1'-0"

Gutter Outside Corner

TOP VIEW | SCALE 1" = 1'-0"

6in Skirt

FOLDED SIDE VIEW | SCALE 6" = 1'-0"

6in SS SUPPLY

6in SS Supply Box w/ DTRO 11-10-6 Gutter

SIDE VIEW | SCALE 1" = 1'-0"

NOTE: ENCASE IN CONCRETE AFTER INSTALLATION

8in SS COLLECTOR BOX

SIDE VIEW | SCALE 1" = 1'-0"

SHOWN w/ DTRO 11-10-6 GUTTER

NOTE: ENCASE IN CONCRETE AFTER INSTALLATION

DESCRIPTIONPART NUMBER

2 3/8" Dia SS Recessed Rope Hook AssemblyRECESSED ROPE HOOK

DESCRIPTIONPART NUMBER

SS Gutter Anchor Assembly with zinc drop in anchor. Placed 4'-0" on-center max.Gutter Anchor Assembly

DESCRIPTIONPART NUMBER

12GA 304L SS #4 - DTRO 11-10-6 TroughTrough

12GA 304L SS #4 - DTRO 11-10-6 Supply BackSupply Back

10in wide, integral slip-resistant, impact resistant PVC resin Interlock Grate - White10" INTERLOCK GRATING

12GA 304L SS #4 Finish - 6in Gutter Skirt6in Skirt

12GA 304L SS 2B - DTRO 11-10-6 Grating Support AGrating Support A

SS L 1" x 1" x 1/8" x 20'-0" - DTRO 11-10-6 Grating Support BGrating Support B

304L SS Gutter Anchor Assembly with SS all-thread and zinc drop in anchor.Gutter Anchor Assembly

Standard SS Drive Anchor .25in X 2in (Zamac Hammer-Screw Mushroom Head)1/4" X 2" SS Drive Anchor

2 3/8" Dia SS Recessed Rope Hook AssemblyRECESSED ROPE HOOK

Non-shrink grout. By others.Grout (by others)

DTRO 11-10-6 Surge Weir @ 50GPM50 GPM Surge Weir

E t h

P l a d i a n a p o l i s

T o l l

F r e o n e

F a x w w w r e n o s y s c o m

SHEET NO

DWG BY

SCALE DATE

DWG TITLE

CHK BY

BMAYS

11/5/2020

M o o r k

P

A

P I O

N E E R

A V E N

U E

P I T T S B U

R G

H

P A

All designs and data included and implied within the contents of these documents are proprietary of ARS. ARS will not be held liable based upon inaccurate, unknown or limited information or conditions provided by the purchaser/owner to create enclosed contents. All submitted drawings, details and data are subject to verification, accuracy and approval by the purchaser/owner. We reserve the right to modify details without notice where conditions require. No documents shall be modified, copied or reproduced without express written consent of ARS. 2004-2020

ARS, Inc, All Rights Reserved.

SHEET SIZE

24 x 36 (inches)

ARCH D

AS SHOWN

FILE LOCATION:

N O

T

F O

R

C O

N S T R U

C T I O

N

D:\CUSTOMERS\#4832 Moore Park, PA\#4832 Moore Park, PA.dwg

11/5/2020

PVC Inter-Locking grating thread cutting screw

SC750 - S/S

x 1"

Stainless steel anchor clip

10 - 12 Bantam anchor

(Use in concrete gutter only)

"Inter-Lock grating"

Side View

800-783-7005 www.renosys.com

Top View

DENOTES SLIP-RESISTANT DIMPLING

50 GPM SURGE WEIR (22 REQ’D)

NOT TO SCALE

10" INTERLOCK GRATING - WHITE

DETAIL | NOT TO SCALE

11106

SP 5

10ILG

SP 5

GIC

SP 5

GOC

SP 5

DTRO 11-10-6 GUTTER &

ACCESSORIES DETAILS

SP 5

Technical Data:

Width of I-bar top 5/8"

Gap between bars 3/8"

Open area per sqft 40%

Grating height 1"

Deflection 300lbs @ 18" 3/16"

Surface texture Slip-resistant

Warranty 10 Years

Design & Product Information:

DuraTech Inter-locking PVC grating is formulated with maximum U.V. inhibitors addes to 100% virgin exterior grade impact resistant PVC resin. Integral slip-resistance is embossed into the grating top surface as a standard safety feature. White is the standard

DuraTech color. Custom colors are available upon request.

Installation

Locate grating on support ledge, slide the stainless steel anchor clip into place as shown. Anchor assemblies should be installed max 15" on center, staggering from one side of grating to the other.

It is necessary to support all grating ends for proper safety requirements.

Concrete Gutter - Mark hole location and drill a 1/4" Dia. hole. Insert bantam sleeve into hole, replace anchor clip and fasten through the anchor clip and secure into the bantam anchor.

S/S Gutter - Mark hole location and drill a 5/32" Dia. hole into support angle. Replace anchor clip and fasten through the anchor clip and secure into the support angle. Do not over tighten.

AS NOTED

GUTTER CALCULATION DATA

TURN OVER RATE - 8 HRS (480 MINS)

FLOW RATE - 1,106 GPM

TROUGH WIDTH - 12

DMAX - 9.5

Ud - 6.21 (less than DMAX within 5%)

* SEE GUTTER PROFILE

2 3/8"

1 1/2" TYP ALL

GUTTER HANDHOLD

FINISHED DECK

CONFIRM ROPE HOOK DIAMETER

PRIOR TO DRILLING GUTTER FACE.

RRH

SP 5

RECESSED ROPE HOOK

NOT TO SCALE

TOP VIEW

8CB

SP 5

6SB

SP 5

D

M A X

6 3/16" (TROUGH WIDTH)

Grating Support B

Grating Support B

Grating Support A

Supply Back

Trough

0 1/2"

1"

2"

1'-1 3/8"

10 3/8"

0 3/16"

0 3/16"

10ILG

SP 5

M

I N

INLET AREA

3" 6"

3" MIN

1'-4 3/8"

FINISHED DECK

Gutter Anchor Assembly

1'-2"

10" INTERLOCK GRATING

RECESSED ROPE HOOK

POOL SIDE

Gutter Anchor Assembly

6" TYP

GA

SP 4

6" TYP

Gutter Anchor Assembly

GA

SP 5

DENOTES CENTERLINE

REVISION HISTORY

REV DATE DESCRIPTION AUTHOR

OR 11.5.20 ORIGINAL RELEASE BMAYS

1 11.9.20 PLUMBING CHANGES BMAYS

2 11.18.20 SUBMITTAL CHANGES BMAYS

3 1.6.20

REMOVE RECDECK &

ADA LIFT

BMAYS

6in Skirt

Grout (by others)

1 1/16"

1/4" X 2" SS Drive Anchor

GA

SP 5

SKIRT

SP 5

RRH

SP 5

SKIRT

SP 5

WATER

FLOW

GUTTER PROFILE

(POOL SIDE)

6in SS Sched 10 Pipe

SUPPLY BOX

FINISHED DECK

1'-0 11/16"

2'-2 1/16"

6" SS SUPPLY BOX - (1) REQ

PIPE SIZE PIPE AREA

GPM@8FT/SEC

BOX WIDTH

6 IN

26.07 SQ IN

650 GPM 12 IN

6"

GA

SP 5

FINISHED DECK

GUTTER PROFILE

(POOL SIDE)

8in SS Sched 10 Pipe

1'-2 5/8"

2'-0 5/8"

8" COLLECTOR BOX - (2) REQ.

PIPE SIZE PIPE AREA

GPM@ 6FT/SEC SUCTION

BOX WIDTH

8 IN

45.66 SQ IN

854 GPM 16 IN

CLOSED CELL FOAM FLOAT

1/4 x 2” SLOTS IN FACE

OF GUTTER SYSTEM

STAINLESS STEEL

SUPPORT ROD

PVC FLOW STOP

BOTTOM PLATE

1/2” x 16” FLOW SLOT

WEIR

SP 5

WATER LEVEL

18x36-10 Main Drain

SIDE VIEW | SCALE 1 1/2" = 1'-0"

18x36-10 Main Drain

TOP VIEW | SCALE 1 1/2" = 1'-0"

18x36-10 Main Drain

OUTLET VIEW | SCALE 1 1/2" = 1'-0"

18x36-10 Main Drain

ISOMETRIC VIEW | SCALE 1 1/2" = 1'-0"

DETAIL A

SCALE 3" = 1'-0"

18x36-10 Main Drain

ISOMETRIC VIEW | SCALE 3/4" = 1'-0"

DETAIL F

TOP VIEW | SCALE 1" = 1'-0"

A

E t h

P l a d i a n a p o l i s

T o l l

F r e o n e

F a x w w w r e n o s y s c o m

SHEET NO

DWG BY

SCALE DATE

DWG TITLE

CHK BY

BMAYS

11/5/2020

M o o r k

P

A

P I O

N E E R

A V E N

U E

P I T T S B U

R G

H

P A

All designs and data included and implied within the contents of these documents are proprietary of ARS. ARS will not be held liable based upon inaccurate, unknown or limited information or conditions provided by the purchaser/owner to create enclosed contents. All submitted drawings, details and data are subject to verification, accuracy and approval by the purchaser/owner. We reserve the right to modify details without notice where conditions require. No documents shall be modified, copied or reproduced without express written consent of ARS. 2004-2020

ARS, Inc, All Rights Reserved.

SHEET SIZE

24 x 36 (inches)

ARCH D

AS SHOWN

FILE LOCATION:

N O

T

F O

R

C O

N S T R U

C T I O

N

D:\CUSTOMERS\#4832 Moore Park, PA\#4832 Moore Park, PA.dwg

11/5/2020

18x36-10 Main Drain

(GRAVITY FEED SYSTEM)

SP 6

10MD

SP 6

10in SS Sched 10 Pipe

NON-COMPACT GRANULAR FILL

Hydrostatic Relief Valve

2in Full Coupling

Collector Tube

M

I N

3'-5 13/16"

3'-9 13/16"

NO-LEAK FLANGE

BOTTOM OF

MAIN DRAIN BOX

M

A Y

V A R Y

18"x36"-10" MAIN DRAIN DATA

PIPE SIZE

PIPE AREA: SQ IN

PIPE GPM @ 3FT/SEC GRAVITY

MAIN DRAIN BOX WIDTH

10 IN

71.84 SQ IN

672 GPM APPROX. 18" X 36"

3'-1 3/8"

REVISION HISTORY

REV DATE DESCRIPTION AUTHOR

OR 11.5.20 ORIGINAL RELEASE BMAYS

1 11.9.20 PLUMBING CHANGES BMAYS

2 11.18.20 SUBMITTAL CHANGES BMAYS

3 1.6.20

REMOVE RECDECK &

ADA LIFT

BMAYS

6”

ADAPTOR

Ø2” SS FULL COUPLING

PIPE NIPPLE

Ø2” BALL VALVE

Ø2” PVC PIPE

FLANGES NOT

SHOWN FOR CLARITY

E t h

P l a d i a n a p o l i s

T o l l

F r e o n e

F a x w w w r e n o s y s c o m

SHEET NO

DWG BY

SCALE DATE

DWG TITLE

CHK BY

BMAYS

11/5/2020

M o o r k

P

A

P I O

N E E R

A V E N

U E

P I T T S B U

R G

H

P A

All designs and data included and implied within the contents of these documents are proprietary of ARS. ARS will not be held liable based upon inaccurate, unknown or limited information or conditions provided by the purchaser/owner to create enclosed contents. All submitted drawings, details and data are subject to verification, accuracy and approval by the purchaser/owner. We reserve the right to modify details without notice where conditions require. No documents shall be modified, copied or reproduced without express written consent of ARS. 2004-2020

ARS, Inc, All Rights Reserved.

SHEET SIZE

24 x 36 (inches)

ARCH D

AS SHOWN

FILE LOCATION:

N O

T

F O

R

C O

N S T R U

C T I O

N

D:\CUSTOMERS\#4832 Moore Park, PA\#4832 Moore Park, PA.dwg

11/5/2020

SP 7

POOL GROUNDING &

BONDING DETAILS

REVISION HISTORY

REV DATE DESCRIPTION AUTHOR

OR 11.5.20 ORIGINAL RELEASE BMAYS

1 11.9.20 PLUMBING CHANGES BMAYS

2 11.18.20 SUBMITTAL CHANGES BMAYS

3 1.6.20

REMOVE RECDECK &

E t h

P l a d i a n a p o l i s

T o l l

F r e o n e

F a x w w w r e n o s y s c o m

SHEET NO

DWG BY

SCALE DATE

DWG TITLE

CHK BY

BMAYS

11/5/2020

M o o r k

P

A

P I O

N E E R

A V E N

U E

P I T T S B U

R G

H

P A

All designs and data included and implied within the contents of these documents are proprietary of ARS. ARS will not be held liable based upon inaccurate, unknown or limited information or conditions provided by the purchaser/owner to create enclosed contents. All submitted drawings, details and data are subject to verification, accuracy and approval by the purchaser/owner. We reserve the right to modify details without notice where conditions require. No documents shall be modified, copied or reproduced without express written consent of ARS. 2004-2020

ARS, Inc, All Rights Reserved.

SHEET SIZE

24 x 36 (inches)

ARCH D

AS SHOWN

FILE LOCATION:

N O

T

F O

R

C O

N S T R U

C T I O

N

D:\CUSTOMERS\#4832 Moore Park, PA\#4832 Moore Park, PA.dwg

11/5/2020

SP 8

PVC LINER MEMBRANE

TYPCIAL DETAILS

L1

SP 8

L2

SP 8

L3

SP 8

L4

SP 8

L5

SP 8

L6

SP 8

L7

SP 8

L8

SP 8

L9

SP 8

L10

SP 8

L14

SP 8

L13

SP 8

L11

SP 8

REVISION HISTORY

REV DATE DESCRIPTION AUTHOR

OR 11.5.20 ORIGINAL RELEASE BMAYS

1 11.9.20 PLUMBING CHANGES BMAYS

2 11.18.20 SUBMITTAL CHANGES BMAYS

3 1.6.20

REMOVE RECDECK &

ADA LIFT

BMAYS