AQ0 · 2020. 12. 4. · documents and with ACI 318, ACI 315R, and CRSI Manual of Standard Practice....

11.2 11.9 12.312

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16.1

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POOL MECHANICAL ROOM

REFER: AQ5.0

SURGE TANK

REFER: AQ5.1

FITNESS POOL

REFER: AQ2.0

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ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

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These documents & images are the sole property ofHornbeek Blatt Architects & are not to be reproduced orcopied, either wholly or in part in any form without writtenpermission from Hornbeek Blatt Architects.

Date: Submission:

Drawing Title:

No.

Sheet No:

Reviewed By:

Drawn By:

Designed By:

Key Plan

Executive Architect

Copyright 2020 © Hornbeek Blatt Architects

HORNBEEK BLATT

101 South Broadway, Suite 200

Edmond, Oklahoma 73034

405.340.8552 Telephone

405.340.5707 Fax

www.hornbeekblatt.com

ra h i t e c t s

Project:

THE ORIGINAL OF THIS DRAWING IS 30" X 42".

300 SPRUCE STREETSUITE 300COLUMBUS, OHIO 43215

PHONE: (614) 461-4664FAX: (614) 280-8881

Design Architect

07.28.2020 35% Progress Set


SAP

NRK

DTB

OKC MAPS 3 HEALTH

AND WELLNESS

CENTER #3

Project Address:

N. Lincoln Blvd. and NE 36th St.

Oklahoma City, OK 73105

AA

B

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11.13.2020

11.12.2020 100% Construction Documents

11.30.2020 Issued for Bid

DESIGN DATA

UNITS POOL

LENGTH FT. VARIES

WIDTH FT. VARIES

WATER SURFACE AREA SQ. FT.2,285

PERIMETER FT. 219

VOLUME GALLON63,126

RECIRCULATION SYSTEM

POOL TURNOVER RATE HOUR 2.34

RECIRCULATION RATE GPM 450

SURGE CAPACITY GALLON2,394

SEWER CAPACITY GPM 420

DESIGN FILL RATE GPM 88

DESIGN FILL TIME HOUR 12

BATHER LOAD PERSON 112

GENERAL POOL NOTES

1. DENOTES WATER DEPTH FROM WATER LEVEL.

2. POOL FINISH SHALL BE A PROPRIETARY AGGREGATE PLASTER WITH A 6"

CERAMIC TILE BAND AND A 1'-4" PERIMETER TILE BAND WITH TILE DECK

MARKINGS.

3. ALL POOL FLOOR AREAS 18" AND SHALLOWER AND ALL STAIR TREADS SHALL

HAVE A SLIP RESISTANT FINISH.

4. TYPICAL POOL DIMENSIONS SHOWN ARE FROM INSIDE FINISHED POOL WALL.

5. REFER TO POOL STRUCTURAL DRAWINGS FOR ALL DIMENSIONS RELATING TO

THE THICKNESS OF THE POOL SHELL.

6. THE JUNCTION BETWEEN THE SWIMMING POOL WALL AND THE FLOOR SHALL BE

COVED WITH A MAXIMUM 6" RADIUS.

7. DEPTH MARKERS AND WARNING SIGNS ARE SHOWN IN APPROXIMATE

LOCATIONS. DEPTH MARKERS AND WARNING SIGNS SHALL NOT EXCEED 25'-0"

APART FROM EACH OTHER, AND SHALL BE PLACED AT EVEN FOOT INTERVALS

PER LOCAL CODE.

8. ALL PROPRIETARY NAMES MENTIONED ARE TO DESIGNATE PERFORMANCE

STANDARDS. EQUIVALENT PRODUCTS SHALL BE SUBMITTED FOR APPROVAL.

9. SLIP RESISTANT DECK FINISH REQUIRED. REFER TO ARCHITECT.

10. REFER TO PLUMBING FOR DECK DRAINS AND HOSE BIBBS.

11. ALL SURFACE WATER SHALL DRAIN AWAY FROM THE POOL.

12. REFER TO ELECTRICAL FOR GFI OUTLETS IN NATATORIUM.

13. ELECTRICAL INSPECTOR SHALL APPROVE INSTALLATION OF BONDING GRID FOR

POOL REINFORCING AND ALL POOL EMBEDS PRIOR TO PLACEMENT OF

CONCRETE.

14. NO GROUND WATER SHALL BE ALLOWED TO RISE ABOVE ANY PORTION OF THE

POOL BOTTOM DURING CONSTRUCTION.

15. ALL POOL REINFORCING STEEL, METAL FITTINGS, EQUIPMENT WITHIN 5'-0" OF

POOL EDGE AND ANY METAL PARTS OF POOL EQUIPMENT IN CONTACT WITH

POOL RECIRCULATION SYSTEM SHALL BE BONDED PER NEC 680. REFER: 16/AQ5.3

DRAWING INDEX

SHEET DESCRIPTION

AQ0.0 POOL REFERENCE PLAN

AQ1.0 POOL STRUCTURAL PLAN

AQ1.1 POOL STRUCTURAL DETAILS

AQ1.2 POOL STRUCTURAL SECTIONS

AQ2.0 FITNESS POOL PLAN & SECTION

AQ2.1 FITNESS POOL DETAILS

AQ2.2 FITNESS POOL DETAILS

AQ3.0 POOL LOCATION POINT PLAN

AQ4.0 POOL PIPING PLANS

AQ5.0 POOL MECHANICAL ROOM PLAN & SECTIONS

AQ5.1 SURGE TANK PLAN & SECTIONS

AQ5.2 POOL MECHANICAL DETAILS



AQ6.0 POOL SYSTEMS SCHEMATIC

1

AQ0.0

POOL REFERENCE PLAN

3/16" = 1'-0"

N

AQ0.0

POOL REFERENCE

PLAN

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COUNSILMAN HUNSAKER

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Date: Submission:

Drawing Title:

No.

Sheet No:

Reviewed By:Drawn By:Designed By:

Key Plan

Executive Architect


HORNBEEK BLATT

101 South Broadway, Suite 200Edmond, Oklahoma 73034405.340.8552 Telephone405.340.5707 Faxwww.hornbeekblatt.com

ra h i t e c t s

Project:



PHONE: (614) 461-4664FAX: (614) 280-8881

Design Architect


TMMKLTCRM

OKC MAPS 3 HEALTHAND WELLNESSCENTER #3

Project Address:N. Lincoln Blvd. and NE 36th St.Oklahoma City, OK 73105

1717 EAST 116th STREET | SUITE 200 | CARMEL, INDIANA 46032(317) 580-0402 | WWW.O-N.com |

O'DONNELL & NACCARATO, INC.

Project No: 7020.0080.00


11.11.2020

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11.12.2020 100% Construction Documents11.30.2020 Issued for Bid

AQ1.0

POOL STRUCTURALPLAN

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AutoCAD SHX TextSCALE: %%204" = 1'-0"

AutoCAD SHX TextPOOL STRUCTURAL PLAN

AutoCAD SHX TextPLAN NOTES:

AutoCAD SHX Text1. WATER ELEVATION OF POOLS = +(0'-0"). SEE CIVIL DRAWINGS FOR CORRELATION TO ACTUAL SITE ELEVATION. WATER ELEVATION OF POOLS = +(0'-0"). SEE CIVIL DRAWINGS FOR CORRELATION TO ACTUAL SITE ELEVATION. 2. PROVIDE COMPACTED, FREE DRAINING FILL UNDER ALL POOL BOTTOM SLABS. SEE NOTE PF1 ON SHEET AQ1.1. PROVIDE COMPACTED, FREE DRAINING FILL UNDER ALL POOL BOTTOM SLABS. SEE NOTE PF1 ON SHEET AQ1.1. AQ1.1. . 3. PROVIDE ELECTRICAL GROUNDING FOR ALL REINFORCING AND EMBEDDED ITEMS, SEE ELECTRICAL DRAWINGS. PROVIDE ELECTRICAL GROUNDING FOR ALL REINFORCING AND EMBEDDED ITEMS, SEE ELECTRICAL DRAWINGS. 4. SEE SWIMMING POOL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. SEE SWIMMING POOL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. 5. WALLS ARE TYPICALLY SHOWN ON PLAN AT FOUNDATION LEVEL. SEE DETAILS & COORDINATE WITH SWIMMING POOL WALLS ARE TYPICALLY SHOWN ON PLAN AT FOUNDATION LEVEL. SEE DETAILS & COORDINATE WITH SWIMMING POOL DRAWINGS FOR ALL WALL DETAIL ABOVE BASE SLAB. 6. ELEVATIONS ARE GIVEN RELATIVE TO POOL WATER SURFACE, UNO. COORDINATE WITH SWIMMING POOL DRAWINGS. ELEVATIONS ARE GIVEN RELATIVE TO POOL WATER SURFACE, UNO. COORDINATE WITH SWIMMING POOL DRAWINGS. 7. ALL ELEVATIONS ARE TO POOL FINISH.ALL ELEVATIONS ARE TO POOL FINISH.

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SWIMMING POOL STRUCTURE NOTES

PG1. Building Codes: Model: International Building Code 2015

Concrete: American Concrete Institute ACI 318-14American Concrete Institute ACI 350-06

PG2. The construction documents indicate design of a completed reinforced concrete structure. The structuraldetails have been prepared based on cast-in-place concrete methods. If alternate means and methods ofconcrete placement are employed that may alter the completed project, the contractor must submit proposed revisions and signed/sealed calculations to the Architect/Engineer for approval prior to fabrication or construction.

PG3. The pool structure has been designed to withstand all anticipated loadings under both full and empty conditions in accordance with the criteria of ACI 350 for a non-jointed structure.

PG4. During construction the pool structure should not be completely filled with water with no backfill present.If the pool is to be filled with water with no backfill, all walls greater than 6'-0" in height must be laterally braced at maximum intervals of 2'-0" on center. Lateral bracing shall be placed within 2'-0" of the top ofthe wall.

PG5. The pool shell has not been designed to withstand any surcharge loading from adjacent structures.Inform engineer immediately if adjacent structures are close to the pool structure.

HYRDOSTATIC RELIEF VALVES

HV1. HRV = Hydrostatic Relief Valve.HV2. The hydrostatic relief valves are part of the pool shell design, and are intended to balance buoyant forces

caused by groundwater that is higher than the pool bottom when the pool is empty. The hydrostatic reliefvalves must remain open and in operation whenever the pool is empty. If the hydrostatic relief valves arenot operational, significant deflection of and damage to the pool shell structure is possible. Contractor isresponsible for control of groundwater levels during construction. Refer to the project geotechnical reportfor additional information.

POOL SHELL AND RELATED ELEMENTS REINFORCED CONCRETE AND SHOTCRETE NOTES

PC1. Pool base slab shall be cast-in-place concrete. Pool walls shall be either cast-in-place concrete or shotcrete (wet-mix or dry-mix).

PC2. All concrete and shotcrete shall be 4500 psi minimum 28 day compressive strength with 6% air entrainment. Limit water to cementitious material ratio (w/c) to 0.42.

PC3. All reinforcing steel shall be detailed, supplied and placed in accordance with these construction documents and with ACI 318, ACI 315R, and CRSI Manual of Standard Practice.

PC4. All reinforcing steel shall be shop fabricated to conform to ASTM A615, Grade 60.PC5. All pool concrete shall be wet-cured using hoses and polyethylene covering.PC6. Reinforcing clearance: 2" Pool walls, surge tank walls

2" Pool bottom slabs, surge tank slabs3" All surfaces cast or shot against earth

PC7. When placing shotcrete against existing soil, overlay soil in contact with shotcrete with minimum 10 mil thick plastic sheeting prior to shooting.

PC8. Formwork may be required for shotcrete based on base of wall configurations and wall backfill requirements. Coordinate requirements with pool structural sections and project geotechnical report.

PC9. Fully encase all underslab piping in concrete unless noted otherwise.

CONSTRUCTION LOAD NOTES

CL1. All pool structural elements have not been designed for any construction loading, including, but not limitedto scaffolding, shoring, lifts, etc. It is the responsibility of the contractor to verify the pool structural elements are capable of withstanding construction loads without damage to the pool structural elements,or, performance of the in-service pool.

WATER-TIGHTNESS TESTING

WT1. Water-tightness testing per American Concrete Institute is required. See specifications.

POOL FOUNDATION STRUCTURE

PF1. All Slabs shall be placed on compacted, free-draining, frost-free drainage course: Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse-aggregate grading Size 57; with 100 percent passing a 1-1/2-inch sieve and 0 to 5 percent passing a No. 8 sieve. All fill shall be compacted to a minimum dry density of 95% of the Modified Proctor maximum dry density (ASTM-D1557), placed in 6" to 8" lifts. Place Mirafi 140N or equivalent between drainage fill and subgrade.

See project geotechnical report for further recommendations.

Drainage Course Thickness (t): 12" For water depths of 0'-0" to 5'-0" 12" For Surge Tank

PF2. Expansive clay material below pool shall be removed to depth of at least 2.5 feet below the drainage fill and replaced with Low Volume Change (LVC) material. See project geotechnical report for acceptable LVC materials and placement procedures.

PF3. All pool walls shall be backfilled with compacted, free-draining, frost-free drainage fill: Drainage Fill: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse-aggregate grading Size 57; with 100 percent passing a 1-1/2-inch sieve and 0 to 5 percent passing a No. 8 sieve. All fill shall be compacted to a minimum dry density of 95% of the Modified Proctor maximum dry density (ASTM-D1557), placed in 6" to 8" lifts. Place Mirafi 140N or equivalent between drainage fill and subgrade.

See project geotechnical report for further recommendations.

PF3. See project geotechnical for soil and groundwater conditions. Soil parameters listed below have beenused for design of the pool structure. During construction, report any discrepancies in soil conditions tothe Engineer of Record immediately.

Geotechincal report by: Intertek PCI, dated January 10, 2020.Support Type: Soil-supportedDensity: 115 pcfEquivalent Fluid Pressure: 35 psf/ft depth (active)Passive Pressure: 374 psf/ft depthGroundwater: NoneDifferential Settlement: 1/2"Total Settlement: 1"Allowable Bearing Pressure: 2500 psf

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COUNSILMAN HUNSAKER

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Date: Submission:

Drawing Title:

No.

Sheet No:


Key Plan

Executive Architect


HORNBEEK BLATT


ra h i t e c t s

Project:



PHONE: (614) 461-4664FAX: (614) 280-8881

Design Architect


TMMKLTCRM





Project No: 7020.0080.00


11.11.2020

AA

B

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AQ1.1

POOL STRUCTURALDETAILS

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AutoCAD SHX TextTYP REINFORCING AT EMBEDDED ITEMS

AutoCAD SHX TextSCALE: NTS

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AutoCAD SHX TextSEE PLAN FOR ACTUAL REINF

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AutoCAD SHX TextDRAIN - SEE POOL DWGS


AutoCAD SHX TextOPTIONAL CONST JOINT w/ 4" PVC WATERSTOP & EPOXY BONDING AGENT

AutoCAD SHX TextSEE PLAN FOR BASE SLAB REINFORCEMENT

AutoCAD SHX Text2" PERFORATED PVC HEADERw/ RELIEF VALVE IN DRAIN BOX

AutoCAD SHX TextCOORDINATE EDGES WITH GRATE SUPPLIER

AutoCAD SHX TextCERTIFIED COVER/GRATE WITH FRAME AND FASTENERS - SEE POOL DWGS

AutoCAD SHX TextSEE POOL DRAWINGS FOR DRAIN DIMENSIONS AND PIPE CONFIGURATIONS


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AutoCAD SHX TextPIPE - SEE POOL DRAWINGS


AutoCAD SHX TextTYP PIPE ENCASEMENT DETAIL


AutoCAD SHX TextCONCRETE ENCASEMENT

AutoCAD SHX TextALL HORIZONTAL REINF IS CONT THRU JOINT

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AutoCAD SHX TextMATCH WALL REINFORCING SIZE & SPACING

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AutoCAD SHX TextTYP POOL SLAB CONSTRUCTION JOINT


AutoCAD SHX TextWATER LEVEL

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AutoCAD SHX TextDRAINAGE FILL - SEE NOTE PF1 OF POOL FOUNDATION STRUCTURE NOTES

AutoCAD SHX TextDRAINAGE FILL - SEE NOTE PF2 OF POOL FOUNDATION STRUCTURE NOTES

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AutoCAD SHX TextPERFORATED DRAIN IN LOW AREA OF DRAINAGE FILL BELOW POOL SEE CIVIL DRAWINGS FOR OUTFALL

AutoCAD SHX TextLOW VOLUME CHANGE (LVC) MATERIAL - SEE PROJECT GEOTECHNICAL REPORT

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AutoCAD SHX TextCONTROL AND OR

AutoCAD SHX TextCL

AutoCAD SHX TextCENTERLINE

AutoCAD SHX TextCLR

AutoCAD SHX TextCLEAR

AutoCAD SHX TextCMU

AutoCAD SHX TextCONCRETE MASONRY UNIT

AutoCAD SHX TextCOL

AutoCAD SHX TextCOLUMN

AutoCAD SHX TextCOORD

AutoCAD SHX TextCOORDINATE

AutoCAD SHX TextCOMP

AutoCAD SHX TextCOMPACTED

AutoCAD SHX TextCONC

AutoCAD SHX TextCONCRETE

AutoCAD SHX TextCONN

AutoCAD SHX TextCONNECTION

AutoCAD SHX TextCONST

AutoCAD SHX TextCONSTRUCTION

AutoCAD SHX TextCONT

AutoCAD SHX TextCONTINUOUS

AutoCAD SHX TextCTR

AutoCAD SHX TextCENTER

AutoCAD SHX TextCTRD

AutoCAD SHX TextCENTERED

AutoCAD SHX TextDIA

AutoCAD SHX TextDIAMETER

AutoCAD SHX TextDIAG

AutoCAD SHX TextDIAGONAL

AutoCAD SHX TextDIM

AutoCAD SHX TextDIMENSION

AutoCAD SHX TextDL

AutoCAD SHX TextDEAD LOAD

AutoCAD SHX TextDLT

AutoCAD SHX TextDEEP LEG TRACK

AutoCAD SHX TextDO

AutoCAD SHX TextDITTO

AutoCAD SHX TextDN

AutoCAD SHX TextDOWN

AutoCAD SHX TextDTL

AutoCAD SHX TextDETAIL

AutoCAD SHX TextDWG

AutoCAD SHX TextDRAWING

AutoCAD SHX TextDWL

AutoCAD SHX TextDOWEL

AutoCAD SHX TextEA

AutoCAD SHX TextEACH

AutoCAD SHX TextEE

AutoCAD SHX TextEACH END

AutoCAD SHX TextEF

AutoCAD SHX TextEACH FACE

AutoCAD SHX TextENG

AutoCAD SHX TextENGINEER

AutoCAD SHX TextELEV

AutoCAD SHX TextELEVATION

AutoCAD SHX TextELECT

AutoCAD SHX TextELECTRICAL

AutoCAD SHX TextEOD

AutoCAD SHX TextEDGE OF DECK

AutoCAD SHX TextEOS

AutoCAD SHX TextEDGE OF SLAB

AutoCAD SHX TextEQ

AutoCAD SHX TextEQUAL

AutoCAD SHX TextEQUIV

AutoCAD SHX TextEQUIVALENT

AutoCAD SHX TextES

AutoCAD SHX TextEACH SIDE

AutoCAD SHX TextEW

AutoCAD SHX TextEACH WAY

AutoCAD SHX TextEX

AutoCAD SHX TextEXISTING

AutoCAD SHX TextEXT

AutoCAD SHX TextEXTERIOR

AutoCAD SHX TextF/

AutoCAD SHX TextFACE OF

AutoCAD SHX TextFD

AutoCAD SHX TextFLOOR DRAIN

AutoCAD SHX TextFDN

AutoCAD SHX TextFOUNDATION

AutoCAD SHX TextFIN

AutoCAD SHX TextFINISH

AutoCAD SHX TextFLR

AutoCAD SHX TextFLOOR

AutoCAD SHX TextFLG

AutoCAD SHX TextFLANGE

AutoCAD SHX TextFS

AutoCAD SHX TextFAR SIDE

AutoCAD SHX TextFTG

AutoCAD SHX TextFOOTING

AutoCAD SHX TextGA

AutoCAD SHX TextGAUGE

AutoCAD SHX TextGALV

AutoCAD SHX TextGALVANIZED

AutoCAD SHX TextGB

AutoCAD SHX TextGRADE BEAM

AutoCAD SHX TextGC

AutoCAD SHX TextGENERAL CONTRACTOR

AutoCAD SHX TextGL

AutoCAD SHX TextGLULAM

AutoCAD SHX TextGR

AutoCAD SHX TextGRADE

AutoCAD SHX TextHC

AutoCAD SHX TextHOLLOW CORE

AutoCAD SHX TextHD

AutoCAD SHX TextHOLD DOWN

AutoCAD SHX TextHGT

AutoCAD SHX TextHEIGHT

AutoCAD SHX TextHORIZ

AutoCAD SHX TextHORIZONTAL

AutoCAD SHX TextHP

AutoCAD SHX TextHIGH POINT

AutoCAD SHX TextHS

AutoCAD SHX TextHEADED STUD

AutoCAD SHX TextHSS

AutoCAD SHX TextHOLLOW STRUCTURAL SECTION

AutoCAD SHX TextID

AutoCAD SHX TextINSIDE DIAMETER

AutoCAD SHX TextIF

AutoCAD SHX TextINSIDE FACE

AutoCAD SHX TextINFO

AutoCAD SHX TextINFORMATION

AutoCAD SHX TextINT

AutoCAD SHX TextINTERIOR

AutoCAD SHX TextINV

AutoCAD SHX TextINVERT

AutoCAD SHX TextJST

AutoCAD SHX TextJOIST

AutoCAD SHX TextJT

AutoCAD SHX TextJOINT

AutoCAD SHX TextK

AutoCAD SHX TextKIP

AutoCAD SHX TextKO

AutoCAD SHX TextKNOCK OUT

AutoCAD SHX TextLB

AutoCAD SHX TextPOUND

AutoCAD SHX TextLDG

AutoCAD SHX TextLEDGE

AutoCAD SHX TextLG

AutoCAD SHX TextLONG

AutoCAD SHX TextLL

AutoCAD SHX TextLIVE LOAD

AutoCAD SHX TextLLH

AutoCAD SHX TextLONG LEG HORIZONTAL

AutoCAD SHX TextLLV

AutoCAD SHX TextLONG LEG VERTICAL

AutoCAD SHX TextLNTL

AutoCAD SHX TextLINTEL

AutoCAD SHX TextLSL

AutoCAD SHX TextLONG SLOTTED HOLES

AutoCAD SHX TextLONG

AutoCAD SHX TextLONGITUDINAL

AutoCAD SHX TextLP

AutoCAD SHX TextLOW POINT

AutoCAD SHX TextLVL

AutoCAD SHX TextLAMINATED VENEER LUMBER

AutoCAD SHX TextMAS

AutoCAD SHX TextMASONRY

AutoCAD SHX TextMAT'L

AutoCAD SHX TextMATERIAL

AutoCAD SHX TextMAX

AutoCAD SHX TextMAXIMUM

AutoCAD SHX TextMBM

AutoCAD SHX TextMETAL BUILDING MFR

AutoCAD SHX TextMCJ

AutoCAD SHX TextMASONRY CONTROL JT

AutoCAD SHX TextMECH

AutoCAD SHX TextMECHANICAL

AutoCAD SHX TextMEZZ

AutoCAD SHX TextMEZZANINE

AutoCAD SHX TextMFR

AutoCAD SHX TextMANUFACTURER

AutoCAD SHX TextMIN

AutoCAD SHX TextMINIMUM

AutoCAD SHX TextMISC

AutoCAD SHX TextMISCELLANEOUS

AutoCAD SHX TextMO

AutoCAD SHX TextMASONRY OPENING

AutoCAD SHX TextMOM

AutoCAD SHX TextMOMENT

AutoCAD SHX TextMSW

AutoCAD SHX TextMASONRY SHEAR WALL

AutoCAD SHX TextMSL

AutoCAD SHX TextMEAN SEA LEVEL

AutoCAD SHX TextMTL

AutoCAD SHX TextMETAL

AutoCAD SHX TextNO

AutoCAD SHX TextNUMBER

AutoCAD SHX TextNS

AutoCAD SHX TextNEAR SIDE

AutoCAD SHX TextNTS

AutoCAD SHX TextNOT TO SCALE

AutoCAD SHX TextO/O

AutoCAD SHX TextOUT TO OUT

AutoCAD SHX TextOA

AutoCAD SHX TextOVERALL

AutoCAD SHX TextOC

AutoCAD SHX TextON CENTER

AutoCAD SHX TextOD

AutoCAD SHX TextOUTSIDE DIAMETER

AutoCAD SHX TextOF

AutoCAD SHX TextOUTSIDE FACE

AutoCAD SHX TextOPNG

AutoCAD SHX TextOPENING

AutoCAD SHX TextOPP

AutoCAD SHX TextOPPOSITE

AutoCAD SHX TextOPP HD

AutoCAD SHX TextOPPOSITE HAND

AutoCAD SHX TextOSB

AutoCAD SHX TextORIENTED STRAND BOARD

AutoCAD SHX TextOSL

AutoCAD SHX TextOUTSTANDING LEG

AutoCAD SHX TextOVS

AutoCAD SHX TextOVERSIZE HOLE

AutoCAD SHX TextPAF

AutoCAD SHX TextPOWDER ACTUATED FASTENER

AutoCAD SHX TextPC

AutoCAD SHX TextPRECAST

AutoCAD SHX TextPL

AutoCAD SHX TextPLATE

AutoCAD SHX TextPLF

AutoCAD SHX TextPOUNDS PER LINEAR FOOT

AutoCAD SHX TextPLYWD

AutoCAD SHX TextPLYWOOD

AutoCAD SHX TextPNL

AutoCAD SHX TextPANEL

AutoCAD SHX TextPROJ

AutoCAD SHX TextPROJECTION

AutoCAD SHX TextPSF

AutoCAD SHX TextPOUNDS PER SQUARE FOOT

AutoCAD SHX TextPSI

AutoCAD SHX TextPOUNDS PER SQUARE INCH

AutoCAD SHX TextPSL

AutoCAD SHX TextPARALLEL STRAND LUMBER

AutoCAD SHX TextPT

AutoCAD SHX TextPRESSURE TREATED

AutoCAD SHX TextPTN

AutoCAD SHX TextPARTITION

AutoCAD SHX TextR

AutoCAD SHX TextRADIUS

AutoCAD SHX TextRD

AutoCAD SHX TextROOF DRAIN

AutoCAD SHX TextREF

AutoCAD SHX TextREFERENCE

AutoCAD SHX TextREINF

AutoCAD SHX TextREINFORCE(D)(ING)(MENT)

AutoCAD SHX TextREQ'D

AutoCAD SHX TextREQUIRED

AutoCAD SHX TextREV

AutoCAD SHX TextREVISION/REVISED

AutoCAD SHX TextRRD

AutoCAD SHX TextROOF RELIEF DRAIN

AutoCAD SHX TextRTN

AutoCAD SHX TextRETURN

AutoCAD SHX TextRTU

AutoCAD SHX TextROOF TOP UNIT

AutoCAD SHX TextRW

AutoCAD SHX TextRETAINING WALL

AutoCAD SHX TextSCHED

AutoCAD SHX TextSCHEDULE

AutoCAD SHX TextSECT


AutoCAD SHX TextSHT

AutoCAD SHX TextSHEET

AutoCAD SHX TextSIM

AutoCAD SHX TextSIMILAR

AutoCAD SHX TextSJ

AutoCAD SHX TextSAWCUT JOINT

AutoCAD SHX TextSJI

AutoCAD SHX TextSTEEL JOIST INSTITUTE

AutoCAD SHX TextSL

AutoCAD SHX TextSLOPED

AutoCAD SHX TextSPA

AutoCAD SHX TextSPACE(S)

AutoCAD SHX TextSPECS

AutoCAD SHX TextSPECIFICATIONS

AutoCAD SHX TextSQ

AutoCAD SHX TextSQUARE

AutoCAD SHX TextSS

AutoCAD SHX TextSTAINLESS STEEL

AutoCAD SHX TextSSL

AutoCAD SHX TextSHORT SLOTTED HOLES

AutoCAD SHX TextSTD

AutoCAD SHX TextSTANDARD

AutoCAD SHX TextSTIFF

AutoCAD SHX TextSTIFFENERS

AutoCAD SHX TextSTL

AutoCAD SHX TextSTEEL

AutoCAD SHX TextSTRUCT

AutoCAD SHX TextSTRUCTURAL

AutoCAD SHX TextSYMM

AutoCAD SHX TextSYMMETRICAL

AutoCAD SHX TextT&B

AutoCAD SHX TextTOP AND BOTTOM

AutoCAD SHX TextT&G

AutoCAD SHX TextTONGUE AND GROOVE

AutoCAD SHX TextTC

AutoCAD SHX TextTOP CHORD

AutoCAD SHX TextTEMP

AutoCAD SHX TextTEMPERATURE

AutoCAD SHX TextTF

AutoCAD SHX TextTRENCH FOOTING

AutoCAD SHX TextTHK

AutoCAD SHX TextTHICK

AutoCAD SHX TextTHR'D

AutoCAD SHX TextTHREADED

AutoCAD SHX TextTL

AutoCAD SHX TextTOTAL LOAD

AutoCAD SHX TextTOP'G

AutoCAD SHX TextTOPPING

AutoCAD SHX TextTRANS

AutoCAD SHX TextTRANSVERSE

AutoCAD SHX TextTYP

AutoCAD SHX TextTYPICAL

AutoCAD SHX TextUNO

AutoCAD SHX TextUNLESS NOTED OTHERWISE

AutoCAD SHX TextVERT

AutoCAD SHX TextVERTICAL

AutoCAD SHX TextVIF

AutoCAD SHX TextVERIFY IN FIELD

AutoCAD SHX Textw/

AutoCAD SHX TextWITH

AutoCAD SHX TextWD

AutoCAD SHX TextWOOD

AutoCAD SHX TextWO

AutoCAD SHX TextWINDOW OPENING

AutoCAD SHX TextWP

AutoCAD SHX TextWORKING POINT

AutoCAD SHX TextWT

AutoCAD SHX TextWEIGHT

AutoCAD SHX TextWWF

AutoCAD SHX TextWELDED WIRE FABRIC

AutoCAD SHX TextELEVATION TOP AND

AutoCAD SHX TextT/

AutoCAD SHX TextELEVATION, TOP OF

AutoCAD SHX TextB/

AutoCAD SHX TextELEVATION, BOTTOM OF

AutoCAD SHX TextT/BB

AutoCAD SHX TextTOP OF BOND BEAM

AutoCAD SHX TextT/BM

AutoCAD SHX TextTOP OF BEAM

AutoCAD SHX TextT/CONC

AutoCAD SHX TextTOP OF CONCRETE

AutoCAD SHX TextT/F

AutoCAD SHX TextTOP OF FOOTING

AutoCAD SHX TextT/LDG

AutoCAD SHX TextTOP OF LEDGE

AutoCAD SHX TextT/MAS

AutoCAD SHX TextTOP OF MASONRY

AutoCAD SHX TextT/P

AutoCAD SHX TextTOP OF PIER

AutoCAD SHX TextT/SLAB

AutoCAD SHX TextTOP OF SLAB

AutoCAD SHX TextT/STL

AutoCAD SHX TextTOP OF STEEL

AutoCAD SHX TextT/W

AutoCAD SHX TextTOP OF WALL

AutoCAD SHX TextT/GB

AutoCAD SHX TextTOP OF GRADE BEAM

AutoCAD SHX TextT/CAIS

AutoCAD SHX TextTOP OF CAISSON

AutoCAD SHX TextB/PL

AutoCAD SHX TextBOTTOM OF PLATE

AutoCAD SHX TextB/F

AutoCAD SHX TextBOTTOM OF FOOTING

AutoCAD SHX TextAMERICAN INSTITUTE OF

AutoCAD SHX TextAISC

AutoCAD SHX TextSTEEL INSTITUTE

AutoCAD SHX TextTESTING MATERIALS

AutoCAD SHX TextCONSTRUCTION JOINT

AutoCAD SHX TextBOTTOM OF LIST

AutoCAD SHX TextDEGREE

AutoCAD SHX Text%%D

AutoCAD SHX Text%%p

AutoCAD SHX TextPLUS OR MINUS

AutoCAD SHX TextDIAMETER


AutoCAD SHX Text%%c

AutoCAD SHX TextSYMBOLS

AutoCAD SHX TextEXPANSION

AutoCAD SHX TextEXP

AutoCAD SHX TextROUGH OPENING

AutoCAD SHX TextRO

AutoCAD SHX TextTHKS

AutoCAD SHX TextTHICKENED SLAB

AutoCAD SHX TextNIC

AutoCAD SHX TextNOT IN CONTRACT

AutoCAD SHX TextAMERICAN PLYWOOD ASSOCIATION

AutoCAD SHX TextAPA

AutoCAD SHX TextCOLD FORMED STEEL

AutoCAD SHX TextCFS

AutoCAD SHX TextARCHITECTURALLY EXPOSED

AutoCAD SHX TextAESS

AutoCAD SHX TextSTRUCTURAL STEEL

AutoCAD SHX TextPVMT

AutoCAD SHX TextPAVEMENT

AutoCAD SHX TextMW

AutoCAD SHX TextMASONRY WALL

AutoCAD SHX TextBB

AutoCAD SHX TextBOND BEAM

AutoCAD SHX TextOH

AutoCAD SHX TextOVER HEAD

AutoCAD SHX TextBUC

AutoCAD SHX TextBUILT UP COLUMN

AutoCAD SHX TextTB

AutoCAD SHX TextTIE BEAM

AutoCAD SHX TextSW

AutoCAD SHX TextSHEAR WALL

AutoCAD SHX TextSLRS

AutoCAD SHX TextSEISMIC LOAD RESISTING

AutoCAD SHX TextSYSTEM

AutoCAD SHX TextQTY

AutoCAD SHX TextQUANTITY


AutoCAD SHX Text14


AutoCAD SHX Text02


AutoCAD SHX Text03


AutoCAD SHX Text04


AutoCAD SHX Text05


AutoCAD SHX Text06


AutoCAD SHX Text07


AutoCAD SHX Text08


AutoCAD SHX Text09


AutoCAD SHX Text10


AutoCAD SHX Text11


AutoCAD SHX Text12


AutoCAD SHX Text13


AutoCAD SHX Text01


AutoCAD SHX Text15

2020 C

OU

NS

IL

MA

N H

UN

SA

KE

R

C


COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

c


Date: Submission:

Drawing Title:

No.

Sheet No:


Key Plan

Executive Architect


HORNBEEK BLATT


ra h i t e c t s

Project:



PHONE: (614) 461-4664FAX: (614) 280-8881

Design Architect


TMMKLTCRM





Project No: 7020.0080.00


11.11.2020

AA

B

B


AQ1.2

POOL STRUCTURALSECTIONS

AutoCAD SHX TextDET001_7020.0080





AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX Text12" EXPANSION STRIP w/ SEALANT




AutoCAD SHX TextSEE FOR WALL BASE

AutoCAD SHX Text/


AutoCAD SHX Text04






AutoCAD SHX Text1

AutoCAD SHX Text1




AutoCAD SHX Text#5 @ 10" OC (TYP)



AutoCAD SHX Text/


AutoCAD SHX Text04


AutoCAD SHX TextTYP RECESSED STEPS






AutoCAD SHX Text#4 NOSING BAR (TYP)

AutoCAD SHX Text#3 BAR AT CENTER OF STEPS

AutoCAD SHX Text(3) #4

AutoCAD SHX TextIF WALL IS LESS THAN 14" THICK THICKEN BACK OF WALL 2'-2" BEYOND EACH SIDE OF STEPS

AutoCAD SHX Text4"

AutoCAD SHX Text4"

AutoCAD SHX TextTHICKEN GUTTER BEHIND STEPS

AutoCAD SHX TextTYP

AutoCAD SHX Text#3 BAR AT CENTER OF STEPS

AutoCAD SHX Text#4 NOSING BAR (TYP)

AutoCAD SHX TextWALL VERTICAL BARS (TYP)

AutoCAD SHX TextDELETE LAST STEP WHEN WATER LEVEL IS LESS THAN 5'-0"






AutoCAD SHX Text#5 @ 12" OC EW








AutoCAD SHX Text/


AutoCAD SHX Text04







AutoCAD SHX Text#5 @ 10" OC CONT




AutoCAD SHX Text/


AutoCAD SHX Text04

AutoCAD SHX TextCONT SYNKO-FLEX WATERSTOP

AutoCAD SHX Text#4 DOWELS @ 12" OC








AutoCAD SHX Text1

AutoCAD SHX Text1



AutoCAD SHX Text/


AutoCAD SHX Text04









AutoCAD SHX Text1

AutoCAD SHX Text1




AutoCAD SHX Text#5 @ 10" OC (TYP)



AutoCAD SHX Text/


AutoCAD SHX Text04




AutoCAD SHX TextSEE FOR WALL INFO

AutoCAD SHX Text/


AutoCAD SHX Text05





AutoCAD SHX Text1"x 8" DEPRESSION AT END OF STAIR (CONT)






AutoCAD SHX Text1

AutoCAD SHX Text1




AutoCAD SHX Text2x4 KEYWAY CONT

AutoCAD SHX TextSYNKO-FLEX WATERSTOP AND PRIMER

AutoCAD SHX Text4" CONT PVC WATERSTOP



AutoCAD SHX Text/


AutoCAD SHX Text04

AutoCAD SHX TextSURGE TANK SEE 08/AQ1.1 FOR INFO/AQ1.1 FOR INFOAQ1.1 FOR INFO FOR INFO






AutoCAD SHX TextALL REINFORCING #5 @ 10" OC UNO

AutoCAD SHX TextSLAB REINF

AutoCAD SHX Text4" PVC WATERSTOP CONT (TYP)

AutoCAD SHX TextSURGE TANK SEE 08/AQ1.1 FOR INFO/AQ1.1 FOR INFOAQ1.1 FOR INFO FOR INFO

AutoCAD SHX Text2x4 KEYWAY w/CONT SYNKO-FLEX WATERSTOP




AutoCAD SHX Text#5 @ 12" OC EF









AutoCAD SHX Text1

AutoCAD SHX Text1



AutoCAD SHX Text/


AutoCAD SHX Text04










AutoCAD SHX Text1

AutoCAD SHX Text1



AutoCAD SHX Text/


AutoCAD SHX Text04












AutoCAD SHX Text01


AutoCAD SHX Text02


AutoCAD SHX Text04


AutoCAD SHX Text07


AutoCAD SHX Text08


AutoCAD SHX Text06


AutoCAD SHX Text03


AutoCAD SHX Text10


AutoCAD SHX Text09


AutoCAD SHX Text13


AutoCAD SHX Text05


AutoCAD SHX Text11


AutoCAD SHX Text12

2

AQ2.0

5

AQ2.0

-4'-7"

-4'-9"

4

AQ2.0

-3'-0"

-3'-0"-2'-6"-2'-0"-1'-0"0'-0" -2'-0"-1'-6"-0'-6"

34

'-4

"

75'-0 3/4" (MINIMUM)

26

'-0

"4

'-2

"

30

'-2

"

6'-6

"6

'-6

"1

'-5

"

H

7'-6" 12'-0 3/8" 16'-0"

Z

6'-6

"6

'-6

"7

'-0

"

Z

8'-0" 3'-0" 11'-0" 10'-0" 8'-0"

5

D A C DZ Z

1

5'-0

"

E

Z

3

16'-0"

15'-0" 15'-0"

Z

4

12'-0 3/8" 7'-6" 2'-0"

G Z

1'-5

"6

'-4

"

H

E

6'-0"10'-8 3/4" 3'-0" 7'-0"

Z Z

7

1

1

3

4

5

5

5

6

3

AQ2.0

Z

1

8

2

2 222

9

16

2'-4"

E

12

13

14

6

AQ2.0

10

10

6'-7

"

1

6'-7

"

6'-0"

B

F F

1

2'-0"

G ZG

-3'-0"

6'-0" 63'-0 3/4" 6'-0"

75'-0 3/4" (MINIMUM)

32'-6 3/8" 10'-0" 32'-6 3/8"CENTER OF MAIN DRAINS

4'-9"

WATER LEVEL

15'-0 3/4" 15'-0" 15'-0" 15'-0" 15'-0"

1'-6" T

YP

4

2

15

2'-6"1'-6"22'-0"8'-4"

3'-0"

4'-9"

4'-7"

3'-0"

WATER LEVEL WATER LEVEL

11'-7"

3 SPACES @ 6'-6" = 19'-6"

3'-3"

34'-4"

4 LANES @ 6'-6" = 26'-0"

8'-4"

4

15

7

1

11

9

5'-0"25'-0" 12'-0"

2'-0

"

5'-0"

42'-4" 4'-8"

3'-0

"

WATER LEVEL

3'-0

"

1'-6

"

12

9

13

14

15

2

5'-0"

1'-0"

12'-4"

2'-6"

WATER LEVEL

3'-3"3'-3"

26'-0"

1'-6" 22'-0"

4'-9"

4'-7"

3'-6"

WATER LEVEL

3 SPACES @ 6'-6" = 19'-6"

4 LANES @ 6'-6" = 26'-0"

1

11

4

15

1 1

/2

"

1 1

/2

"

3'-0

"

1 1

/2

"

1 1

/2

"

5 TREADS @ 12" = 5'-0"

6"4'-6"2'-3"

3'-6

"

R

4

"

1'-0"

TYP

CONTRASTING NOSING

REFER: 12/AQ2.1

NO DIVING

8

AQ2.1

2020 C

OU

NS

IL

MA

N H

UN

SA

KE

R

C


COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

c


Date: Submission:

Drawing Title:

No.

Sheet No:

Reviewed By:

Drawn By:

Designed By:

Key Plan

Executive Architect


HORNBEEK BLATT




405.340.5707 Fax


ra h i t e c t s

Project:



PHONE: (614) 461-4664FAX: (614) 280-8881

Design Architect



SAP

NRK

DTB

OKC MAPS 3 HEALTH

AND WELLNESS

CENTER #3

Project Address:



AA

B

B

11.13.2020



1

AQ2.0

FITNESS POOL PLAN

3/16" = 1'-0"

AQ2.0

FITNESS POOL

PLAN & SECTIONS

DEPTH & WARNING SIGNAGE SCHEDULE

ID SIGNAGE

0 FT 6 IN

1 FT 6 IN

2 FT 0 IN

3 FT 0 IN

3 FT 6 IN

4 FT 6 IN

4 FT 7 IN

4 FT 9 IN

A

B

C

D

E

F

G

H

ZNO DIVING

NO DIVING

NOTE:

REFER 13/AQ2.1 FOR DETAIL.

POOL EQUIPMENT SCHEDULE

ID ITEM

LANE ROPE CUP ANCHOR

REFER: 1/AQ2.1

UNDERWATER LIGHT

REFER: 1/AQ2.2

BACKSTROKE PENNANT

GRAB RAILS & RECESSED STEPS

REFER: 2/AQ2.2

STANCHION POST & ANCHOR

REFER: 16/AQ2.1

POOL LIFT & ANCHOR

REFER: 3/AQ2.2

WATER BASKETBALL GOAL

REFER: 5/AQ2.2

WATER VOLLEYBALL NET

REFER: 6/AQ2.2

WING WALL

REFER: 5/AQ2.1

4" CONTRASTING TILE BAND

COLOR BY ARCHITECT

WALL TARGET

REFER: 14/AQ2.1

RAMP ENTRY

REFER: 6/AQ2.1

HYDROTHERAPY BENCH

REFER: 9/AQ2.1

HYDROTHERAPY BENCH @ WING WALL

REFER: 10/AQ2.1

POOL COVE

REFER: 3 & 4/AQ2.1

SAFETY BOUNDARY NET

REFER: 4/AQ2.2

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

5

AQ2.0

FITNESS POOL SECTION

3/16" = 1'-0"

4

AQ2.0


3/16" = 1'-0"

2

AQ2.0


3/16" = 1'-0"

3

AQ2.0


3/16" = 1'-0"

6

AQ2.0

ENLARGED STAIR PLAN

1/2" = 1'-0"

AutoCAD SHX TextIN

AutoCAD SHX Text6

AutoCAD SHX TextFT

AutoCAD SHX Text3

AutoCAD SHX TextNG

AutoCAD SHX TextIVI

AutoCAD SHX TextD

AutoCAD SHX TextNO

1'-4"

TILE BAND

1'-4 1/4"4"

1'-8 1/4"

WATER LEVEL

1'-6"

10" 8"

8 3/4"

POOL FINISH

2

AQ2.1

PVC GRATING WITH STIFFENERS

UNDER GRATING AT ALL 90°

TURNS (MOUNTED LEVEL)

9 1/4"

1 3/4"

2 1/4"

LANE ROPE

CUP ANCHOR

REFER TO POOL

BONDING DETAIL

SEALANT & BACKER ROD

EXPANSION JOINT

SLOPE

NOTE:

COORDINATE DECK

SLOPES WITH ARCHITECT.

1"

6"

4"

2" 2" 2"

FLAT

1 3/4"

2 3/4"

1 3/4"

1 1/2"

6"

4 1/2"

2 3/4"

C701 HAND HOLD TILE

LANE ROPE

CUP ANCHOR NON-SHRINK TILE GROUT BED

USED TO FORM RADIUS

TOP OF TILE AND GRATING MUST

REMAIN LEVEL

GRATING HOLD DOWN AND

DROP-IN WITH VANDAL PROOF

S/S FASTENER

EPOXY COAT

REFER TO POOL

BONDING DETAIL

TILE MORTAR SYSTEM

WATER LEVEL

MAXIMUM 6" RADIUS COVE

1"x4" BLOCKOUT

CONTINUOUS WATERSTOP REFER

TO STRUCTURAL

NOTE:

ALL JUNCTIONS BETWEEN THE

SWIMMING POOL WALL AND THE

FLOOR SHALL BE COVED.

2"

MIN

.

CONTINUOUS WATERSTOP

REFER TO POOL

STRUCTURAL

NOTE:

ALL JUNCTIONS BETWEEN THE

SWIMMING POOL WALL AND THE

FLOOR SHALL BE COVED.

REFER: POOL STRUCTURAL

REFER: POOL STRUCTURAL

MAXIMUM 6" RADIUS COVE

WATER LEVEL

VARIES

POOL FINISH

1/2" CROWN

WATER LEVEL

1'-4"1'-4 1/4"10"2"

1:12

SLOPE

1:12

SLOPE

3/4

"

SLIP RESISTANT FINISH TO

1'-6" WATER DEPTH

HANDHOLD TRANSITION

REFER: 7/AQ2.1

WATER

LEVEL

SLIP RESISTANT FINISH

TO 1'-6" WATER DEPTH

WATER

LEVEL

TERMINATE C701 WITH

SCL701 (LEFT TERMINATION TILE)

SCR701 (RIGHT TERMINATION TILE)

START OF ZERO ENTRY

5 TREADS @ 12" = 5'-0"

6 R

IS

ER

S @

6

" =

3

'-0

"

S/S HANDRAIL

WATER LEVEL

2'-1

0"

6"

3'-0" 1'-6"

WEDGE ANCHOR

REFER: 15/AQ2.1

2'-3"

CONTRASTING NOSING

REFER: 12/AQ2.1

6'-9"

NOTE:

TILE ON TOP

TREAD ONLY.

1'-6"

1'-6"

1'-6"

3'-0"

CONTRASTING NOSING

REFER: 12/AQ2.1

SLOPE 1/4"

WATER LEVEL

1'-6"

1'-6"

1'-6"

3'-0"

CONTRASTING NOSING

REFER: 12/AQ2.1

SLOPE 1/4"

WATER LEVEL

WING WALL

REFER: 5AQ2.1

1'-0"

SCL701

LEFT TERMINATION TILE

CK701

INSIDE CORNER TILE

POOL CONCRETE

POOL TILE

MORTAR BED

SCR701

RIGHT TERMINATION TILE

CC701

OUTSIDE CORNER TILE

C701 HAND HOLD TILE

SLIP RESISTANT UNGLAZED

CERAMIC TILE CONTRASTING

COLOR

PLASTER

PLASTER

3"

3"

DEPTH MARKER PLAN WARNING SIGN PLAN

1'-8 1/4"

4"

6"

POOL EDGE

1'-8 1/4"

4"

6"

POOL EDGE

DEPTH MARKER ELEVATION1"

6"

WATER

LEVEL

1'-4"

1'-4"

6"

6"

NOTE:

1. DEPTH MARKERS & WARNING SIGNS SHALL BE PROVIDED AS 6"x6"

TILES WITH MINIMUM 4" TALL CONTRASTING LETTERS AND NUMBERS.

COLOR BY ARCHITECT.

2. PROVIDE NO DIVING WARNING SIGNS ON 12"X6" TILE WITH 6"x6" TILE

DISPLAYING INTERNATIONAL NO DIVING SYMBOL.

3. ALL HORIZONTAL TILE INSTALLATIONS SHALL HAVE A SLIP

RESISTANT FINISH. ALL VERTICAL TILE INSTALLATIONS SHALL HAVE

A SMOOTH GLAZED FINISH.

4. LOCATE ALL DEPTH MARKER & WARNING SIGN TILES SUCH THAT

THEY DO NOT CONFLICT WITH PAVING JOINTS.

NO DIVING

TARGET ELEVATION FLOOR MARKER PLAN

2"X2" SLIP RESISTANT CERAMIC

TILE

COLOR: REFER TO ARCHITECT

FINISH POOL WALL

2"X2" SLIP RESISTANT CERAMIC

TILE

COLOR: REFER TO ARCHITECT

1'-0"

1'-0"

11"

2'-11"

WATER LEVEL

1'-0" 1'-0" 1'-0"

3'-0"

1'-0" 1'-0" 1'-0"

3'-0"

1'-0"

5'-0"

1"

4"

1 1/2"

PLAN

SECTION

STAINLESS STEEL

ESCUTCHEON PLATE WITH

LOCKING SET SCREW

FINISH FLOOR

LOCKING WEDGE SHALL

CONSIST OF A CAST BRONZE

WEDGE WITH A S/S BOLT

REFER TO POOL

BONDING DETAIL

CAST BRONZE

7'-6"

6"

2" M

IN

.

SLIDING COLLAR

WITH EYEBOLT

CERAMIC TILE DECK BAND

(SEE ARCH)

VANDAL PROOF CAP

AND SPANNER KEY FOR

REMOVAL

STANCHION SOCKET

SET FLUSH WITH DECK

FINISH

REFER TO POOL

BONDING DETAIL

2020 C

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COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

c


Date: Submission:

Drawing Title:

No.

Sheet No:

Reviewed By:

Drawn By:

Designed By:

Key Plan

Executive Architect


HORNBEEK BLATT




405.340.5707 Fax


ra h i t e c t s

Project:



PHONE: (614) 461-4664FAX: (614) 280-8881

Design Architect



SAP

NRK

DTB

OKC MAPS 3 HEALTH

AND WELLNESS

CENTER #3

Project Address:



AA

B

B

11.13.2020



AQ2.1

FITNESS POOL

DETAILS

1

AQ2.1

CONCRETE DECK LEVEL GUTTER

1" = 1'-0"

2

AQ2.1

GUTTER LIP

3" = 1'-0"

3

AQ2.1

CAST IN PLACE CONCRETE COVE

3/4" = 1'-0"

4

AQ2.1

SHOTCRETE COVE

3/4" = 1'-0"

5

AQ2.1

WING WALL SECTION

1" = 1'-0"

6

AQ2.1

RAMP ENTRY SECTION

1" = 1'-0"

7

AQ2.1

RAMP ENTRY ISOMETRIC

3/8" = 1'-0"

8

AQ2.1

STAIR SECTION

1/2" = 1'-0"

12

AQ2.1

CONTRASTING NOSING

6" = 1'-0"

11

AQ2.1

SCR/SCL 701 NOSING TILE

1 1/2" = 1'-0"

10

AQ2.1

HYDROTHERAPY BENCH @ WING WALL

3/4" = 1'-0"

9

AQ2.1

HYDROTHERAPY BENCH

3/4" = 1'-0"

13

AQ2.1

DEPTH MARKERS & WARNING SIGNS

3/4" = 1'-0"

14

AQ2.1

WALL TARGETS & FLOOR MARKERS

1/2" = 1'-0"

15

AQ2.1

WEDGE ANCHOR

3" = 1'-0"

16

AQ2.1

STANCHION POST AND ANCHOR

3" = 1'-0"

AutoCAD SHX TextIN

AutoCAD SHX Text6

AutoCAD SHX TextFT

AutoCAD SHX Text3

AutoCAD SHX TextIN

AutoCAD SHX Text6

AutoCAD SHX TextFT

AutoCAD SHX Text3

AutoCAD SHX TextNO DIVING

NOTE:

1. PROVIDE SUFFICIENT CORD AND

COIL AROUND LIGHT FIXTURE FOR

DECK RELAMPING.

2. PROVIDE WATER TIGHT CONDUIT TO

JUNCTION BOX.

3. SEAL CONDUIT INSIDE LIGHT NICHE

WITH POTTING COMPOUND.

WATER

LEVEL

S/S LIGHT NICHE

3/4" SCH 40 PVC SOLVENT WELD

UNDERGROUND CONDUIT. ROUTE

CONDUIT ABOVE POOL WATER LEVEL

AFTER EXITING THE POOL SHELL.

INSTALLED PER N.E.C. REFER TO

ELECTRICAL FOR CONTINUATION.

PROVIDE MINIMUM 6" THICK

CONCRETE COVERAGE

BEHIND LIGHT NICHE

REFER TO POOL

BONDING DETAIL

NO LEAK FLANGE

UNDERWATER LIGHT

1'-6" M

IN

IM

UM

NOTE:

POSITION THE WEDGE PORTION OF

EACH ANCHOR 180 DEGREES FROM

THE WEDGE PORTION OF THE

ADJACENT ANCHOR.

8"

1'-0"

1'-0"

1'-0"

2'-6"

8"

1'-3"

8"

2'-0"

1'-0"

8"

1'-0"

7 1/2"

7 1/2"

1'-3"

2'-0"2'-2"

PLAN

SECTION

ELEVATION

WATER

LEVEL

POOL WALL

THICKEN SLAB AT

RECESSED STEPS

SLIP RESISTANT

CERAMIC TILE

WEDGE ANCHOR

REFER: 15/AQ2.1

1'-0"

1'-0"

1'-0"

WATER LEVEL

A

A

S/S GRAB RAIL

10"

(M

IN

.)

ELEVATION

PLAN

2'-2"

3'-0"

4'-0"

6'-5"

PO

OL

WA

LL

1'-0"

7'-2"

8'-4"

1'-8"

CLEAR DECK SPACE

344°

ROTATION

ANCHOR

REFER TO MANUFACTURER

2'-11 11/16"

2'-6"

2 1/2"

2'-2"

4'-8 7/16"

2'-2"

3'-6 3/16"

5'-5 11/16"

3'-4"

SIDE

ELEVATION

FRONT ELEVATION

PLAN VIEW

DECK LEVEL

6"

2"

MIN

.

2'-0"

4'-6"

TO

P

OO

L D

EC

K

SET STANCHION

SOCKET FLUSH

REFER TO POOL

BONDING DETAIL

POOL DECK

VANDAL PROOF CAP WITH A

SPANNER KEY FOR REMOVAL

4'-0"

S/S POST ROPE NET

ROPE WEDGE ANCHOR

REFER: 16/AQ2.1

6"

6"

3"

DETAIL A-A

3" = 1'-0"

2"x2" CERAMIC TILE

WITH 1/4" MORTAR

BED

CONTRASTING

TILE

2020 C

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COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

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Date: Submission:

Drawing Title:

No.

Sheet No:

Reviewed By:

Drawn By:

Designed By:

Key Plan

Executive Architect


HORNBEEK BLATT




405.340.5707 Fax


ra h i t e c t s

Project:



PHONE: (614) 461-4664FAX: (614) 280-8881

Design Architect



SAP

NRK

DTB

OKC MAPS 3 HEALTH

AND WELLNESS

CENTER #3

Project Address:



AA

B

B

11.13.2020



AQ2.2

FITNESS POOL

DETAILS

1

AQ2.2

UNDERWATER LIGHT

3/4" = 1'-0"

2

AQ2.2

GRAB RAILS & RECESSED STEPS

1/2" = 1'-0"

3

AQ2.2

POOL LIFT

3/8" = 1'-0"

6

AQ2.2

WATER VOLLEYBALL STANCHION POST AND ANCHOR

1 1/2" = 1'-0"

5

AQ2.2

WATER BASKETBALL GOAL

3/8" = 1'-0"

4

AQ2.2

SAFETY BOUNDARY NET

3/4" = 1'-0"

16.1

R

4

"

R

4

"

R

6

"

LP1

LP2

LP3

LP4LP5

LP6

LP7

LP8

LP9LP10

LP11

LP12

LP13

LP14

LP15

LP16

LP17

LP18

LP19

LP20LP21

LP22

LP23

LP24

LP25

LP26 LP27

LP28

LP29

LP30LP31

LP32LP33

LP34

LP35

LP36 LP37

LP38

LP39

LP40

LP41

LP42 LP43LP44 LP45

LP46

LP47

LP48

LP49

LP50

LP51

LP52

LP53

LP54

LP55

LP56 LP57

LP58

LP59

LP60LP61

LP62

LP63

LP64

LP65

LP66

LP67

LP68

LP69

LP70

LP71

LP72

LP73

LP74

LP75

LP76 LP77 LP78 LP79

LP80

LP81

LP82

LP83

2020 C

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COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

c


Date: Submission:

Drawing Title:

No.

Sheet No:

Reviewed By:

Drawn By:

Designed By:

Key Plan

Executive Architect


HORNBEEK BLATT




405.340.5707 Fax


ra h i t e c t s

Project:



PHONE: (614) 461-4664FAX: (614) 280-8881

Design Architect



SAP

NRK

DTB

OKC MAPS 3 HEALTH

AND WELLNESS

CENTER #3

Project Address:



AA

B

B

11.13.2020



1

SP3.0

POOL LOCATION POINT PLAN

1/4" = 1'-0"

AQ3.0

POOL LOCATION

POINT PLAN

AutoCAD SHX TextX

AutoCAD SHX TextY

AutoCAD SHX Text0,0

AutoCAD SHX TextLOCATION POINT SCHEDULE

AutoCAD SHX TextLP#

AutoCAD SHX TextX

AutoCAD SHX TextY

AutoCAD SHX TextDESCRIPTION

AutoCAD SHX Text1

AutoCAD SHX Text-3'-3 3/4"


AutoCAD SHX TextCONSTRUCTION POINT

AutoCAD SHX Text2




AutoCAD SHX Text3




AutoCAD SHX Text4




AutoCAD SHX Text5




AutoCAD SHX Text6



AutoCAD SHX TextARC END POINT

AutoCAD SHX Text7



AutoCAD SHX TextARC CENTER POINT

AutoCAD SHX Text8




AutoCAD SHX Text9




AutoCAD SHX Text10




AutoCAD SHX Text11




AutoCAD SHX Text12




AutoCAD SHX Text13




AutoCAD SHX Text14




AutoCAD SHX Text15




AutoCAD SHX Text16




AutoCAD SHX Text17




AutoCAD SHX Text18




AutoCAD SHX Text19




AutoCAD SHX Text20

AutoCAD SHX Text29'-2 3/4"


AutoCAD SHX TextCENTER OF MAIN DRAIN

AutoCAD SHX Text21



AutoCAD SHX TextCENTER OF MAIN DRAIN

AutoCAD SHX Text22



AutoCAD SHX TextSIGHT SUMP

AutoCAD SHX Text23



AutoCAD SHX TextGUTTER DROPOUT BOX

AutoCAD SHX Text24



AutoCAD SHX TextGUTTER DROPOUT BOX

AutoCAD SHX Text25



AutoCAD SHX TextWALL INLET

AutoCAD SHX Text26



AutoCAD SHX TextFLOOR INLET

AutoCAD SHX Text27




AutoCAD SHX Text28




AutoCAD SHX Text29




AutoCAD SHX Text30




AutoCAD SHX Text31




AutoCAD SHX Text32




AutoCAD SHX Text33




AutoCAD SHX Text34




AutoCAD SHX Text35




AutoCAD SHX Text36




AutoCAD SHX Text37




AutoCAD SHX Text38




AutoCAD SHX Text39



AutoCAD SHX TextHYDROTHERAPY INLET

AutoCAD SHX Text40




AutoCAD SHX Text41




AutoCAD SHX Text42




AutoCAD SHX Text43




AutoCAD SHX Text44




AutoCAD SHX Text45




AutoCAD SHX Text46




AutoCAD SHX Text47




AutoCAD SHX Text48




AutoCAD SHX Text49



AutoCAD SHX TextLANE ROPE CUP ANCHOR

AutoCAD SHX Text50




AutoCAD SHX Text51




AutoCAD SHX Text52




AutoCAD SHX Text53




AutoCAD SHX Text54




AutoCAD SHX Text55



AutoCAD SHX TextSTANCHION POST ANCHOR

AutoCAD SHX Text56




AutoCAD SHX Text57




AutoCAD SHX Text58




AutoCAD SHX Text59



AutoCAD SHX TextUNDERWATER LIGHT

AutoCAD SHX Text60




AutoCAD SHX Text61




AutoCAD SHX Text62




AutoCAD SHX Text63




AutoCAD SHX Text64



AutoCAD SHX TextGRAB RAILS

AutoCAD SHX Text65



AutoCAD SHX TextGRAB RAILS

AutoCAD SHX Text66



AutoCAD SHX TextHANDRAIL END POINT

AutoCAD SHX Text67




AutoCAD SHX Text68




AutoCAD SHX Text69




AutoCAD SHX Text70




AutoCAD SHX Text71




AutoCAD SHX Text72




AutoCAD SHX Text73




AutoCAD SHX Text74



AutoCAD SHX TextWATER BASKETBALL GOAL

AutoCAD SHX Text75



AutoCAD SHX TextPOOL LIFT ANCHOR

AutoCAD SHX Text76



AutoCAD SHX TextSAFETY NET POST ANCHOR

AutoCAD SHX Text77




AutoCAD SHX Text78




AutoCAD SHX Text79




AutoCAD SHX Text80




AutoCAD SHX Text81




AutoCAD SHX Text82




AutoCAD SHX Text83




INO

UT

INO

UT

PP1

PP2

P1

P1

P1

P1

P3

P3

P3

P6

P6

P6

P5

P5

P5P5P54"4"4"3"3"2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

1.5"

REFER 4/AQ4.0 FOR

CONTINUATION OF PIPING

REFER 3/AQ4.0 FOR


INO

UT

INO

UT

PP1

PP2

M1M1

1" CONDUIT

P2

P2

P2

P2

P2

P4

P4

P4

P4

P4

P4

P4

P4

P2

P2

P2

P2

P2 P2

P2P2

P7

P7

P7

P7

P8

REFER 2/AQ4.0 FOR


2"

P6 P6 P6

2"

2"

2" 2"

2"

2"

2"

P6P6

P3P3 P32"

2"

2"

2" 2"

2"

2"

2"

REFER 2/AQ4.0 FOR


P3

P3

2020 C

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COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

c


Date: Submission:

Drawing Title:

No.

Sheet No:

Reviewed By:

Drawn By:

Designed By:

Key Plan

Executive Architect


HORNBEEK BLATT




405.340.5707 Fax


ra h i t e c t s

Project:



PHONE: (614) 461-4664FAX: (614) 280-8881

Design Architect



SAP

NRK

DTB

OKC MAPS 3 HEALTH

AND WELLNESS

CENTER #3

Project Address:



AA

B

B

11.13.2020



2

SP4.0

POOL RETURN PIPING PLAN

3/16" = 1'-0"

AQ4.0

POOL PIPING

PLANS

1

SP4.0

POOL SUCTION PIPING PLAN

3/16" = 1'-0"

GENERAL PIPING NOTES

1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERATIONAL PIPING SYSTEMS AS INDICATED ON THE

DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE.

2. PIPE SIZES INDICATED ARE NOMINAL, I.P.S.

3. UNLESS OTHERWISE NOTED, ALL OVERHEAD PIPING SHALL BE TIGHT TO UNDERSIDE OF STRUCTURE OR SLAB.

4. ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM ADJUSTABLE STOPS (MEMORY STOPS).

5. ALL VALVES SHALL BE INSTALLED SO THAT THE VALVE REMAINS IN SERVICE WHEN THE EQUIPMENT OR PIPING ON THE EQUIPMENT SIDE OF THE VALVE IS REMOVED.

6. PROVIDE CHAIN WHEEL OPERATORS FOR ALL VALVES IN EQUIPMENT ROOMS MOUNTED GREATER THAN 7'-0" ABOVE FINISHED FLOOR; CHAIN SHALL EXTEND TO 7'-0" ABOVE

FINISHED FLOOR LEVEL.

7. INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING.

8. ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES AND SITE CONDITIONS. OFFSETS, EXPANSION LOOPS, OR TRANSITIONS IN PIPING AROUND OBSTRUCTIONS

SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

9. ALL PIPING INDICATED SHALL BE CONSIDERED DIAGRAMMATIC.

10. ALL SWIMMING POOL PIPING ROUTED BELOW THE POOL SHELL SHALL BE CONCRETE ENCASED SCHEDULE 40 PVC. REFER: 15/AQ5.3

11. ALL UNDERGROUND OR EXPOSED SWIMMING POOL PIPING SHALL BE SCHEDULE 80 PVC, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL REFER TO PLANS AND

SPECIFICATIONS FOR ANY SPECIFIC REQUIREMENTS REGARDING PLACEMENT AND BACKFILLING OF BELOW GRADE POOL PIPE.

12. ALL DIMENSIONS INDICATED FROM THE FINISH WALL SURFACE AND DO NOT ACCOUNT FOR ANY VARIATIONS IN EITHER GRADE OR SLOPE DISTANCES.

13. THE CHEMICAL SENSOR LINE SHALL BE A 3/4" TO 1" DIAMETER, SCHEDULE 80 PVC PIPE EXTENDED FROM THE WET CELL SENSOR TO ITS RESPECTIVE FILL FUNNEL AND THE

BACKWASH CATCH BASIN OR PUMP SUCTION.

14. ALL FLOOR INLETS SHALL BE ADJUSTED TO ACHIEVE AN EVEN FLOW DISTRIBUTION THROUGHOUT SYSTEMS.

15. ALL PIPE TEES SHALL BE SIZED FOR LARGEST PIPE CONNECTION.

16. SURGE TANK VENT PIPING TO ATMOSPHERE. REFER TO PLUMBING.

17. HYDROTHERAPY AIR VENT SHALL BE LOCATED A MINIMUM OF 4" ABOVE STATIC WATER LEVEL.

18. ALL GUTTER DROPOUT LINES SHALL SLOPE 1/8" PER FOOT MINIMUM.

PIPE SCHEDULE

ID DESCRIPTION

P1 4" FROM FILL FUNNEL TO SURGE TANK

P2 6" FROM M1 TO PP1

P3 4" FROM PP2 TO HYDROTHERAPY INLETS

P4 6" FROM M1 TO PP2

P5 6" FROM POOL FILTERS TO INLETS

P6 4" AIR LINE FROM MECHANICAL ROOM TO HYDROTHERAPY INLETS

P7 6" FROM GUTTER DROPOUT BOX TO SURGE TANK

P8 6" FROM GUTTER DROPOUT BOX TO SURGE TANK

P9 6" FROM PP1 TO POOL FILTERS

P10 4" FROM POOL FILTERS TO BACKWASH FUNNEL

P11 3" FROM P9 TO BACKWASH FUNNEL

P12 2" FROM P5 TO POOL HEATER

P13 2" FROM POOL HEATER TO P5

P14

3" SURGE TANK VENT (REFER TO PLUMBING FOR CONTINUATION)

PUMP SCHEDULE

ID DESCRIPTION MANUFACTURER MODEL SIZE GPM TDH HP NPSHR

HAIR/LINT

NOTES

MAKE SIZE

PP1

POOL RECIRCULATION PUMP

REFER: 1/AQ5.2

PACO 30957 LC 4"X3" 450 70 15 7.5 MERMADE 6"X5"1,2,3,4,5

PP2

HYDROTHERAPY PUMP

REFER: 1/AQ5.2

PACO 30707 LC 4"X3" 240 30 3 3.8 MERMADE 6"X4"

1,2,3,4,5

,6,7

NOTE:

1. THE MANUFACTURER INDICATED IS BASIS OF DESIGN. PUMP MANUFACTURERS: ITT MARLOW, GRISWOLD, PACO OR AURORA SHALL BE CONSIDERED EQUAL

PROVIDED THEY MEET SPECIFICATIONS AS INDICATED IN BID DOCUMENTS.

2. PROVIDE INFLUENT AND EFFLUENT GAUGES FOR EACH PUMP. PRESSURE GAUGES HAVE A RANGE OF 0-60 PSI. COMPOUND GAUGES HAVE A RANGE OF 0-30 HG /

0-60 PSI.

3. PROVIDE WITH 460 VOLT, 3 PHASE, 60HZ, 1750 RPM MOTOR.

4. PROVIDE WITH CHECK VALVE.

5. PROVIDE VARIABLE FREQUENCY DRIVE.

6. PROVIDE EMERGENCY STOP.

7. PROVIDE 15 MINUTE TIMER.

MAIN DRAIN SCHEDULE

ID DESCRIPTION SIZE QTY

DESIGN

FLOW

(GPM)

DESIGN

VELOCITY

(FPS)

M1 POOL DRAINS 18"X36" 2 690 0.32

PIPING LEGEND

LEGEND QTY. ITEM

1

WALL INLET

REFER: 8/AQ5.3

13

FLOOR INLET

REFER: 9/AQ5.3

1

SIGHT SUMP

REFER: 12/AQ5.3

2

GUTTER DROPOUT BOX

REFER: 10/AQ5.3

2

MAIN DRAIN

REFER: 11/AQ5.3

10

H

AQ0 · 2020. 12. 4. · documents and with ACI 318, ACI 315R, and CRSI Manual of Standard Practice....

Documents

Transcript of AQ0 · 2020. 12. 4. · documents and with ACI 318, ACI 315R, and CRSI Manual of Standard Practice....