Final Design.pdf

PDF 8 MB Posted May 29, 2026

Attached to: RFP for building signage
Solicitation number: S-Q10013-00017075
Issued by: Umatilla County, Oregon

About this file

Written by GovTribe AI · May 29, 2026

This is a Final Design document containing architectural signage shop drawings and specifications for the North County Recreation District (NCRD) Aquatic Center located at 36155 9th Street, Nehalem, Oregon 97131. The project encompasses comprehensive interior signage including ADA-compliant room identification signs, wayfinding signage, donor recognition panels, and related architectural signage elements. The design package specifies multiple sign types across eight categories: Type A (reception signage), Type B-1 and B-2 (changing room identification with quantities of four each), Type D (directional wayfinding with one quantity), Type DR-1 and DR-2 (donor recognition panels with three and one quantity respectively), Type DW (donor wall panels with one quantity), Type E (restroom and facility identification with eighteen quantities), Type N-1 (room identification with twelve quantities), Type R-1 through R-4 (pool code and rules information with varying quantities), Type S-1 and S-2 (instructional signage with six quantities each), and Type V-1 through V-3 (vinyl entry signage). The signage specifications include detailed fabrication requirements, finish specifications, installation methods, and material callouts prepared by Center Pointe Signs with project management by Karen Ryan, with final design dated January 30, 2026.

The design documentation specifies materials and fabrication details for all sign types, including frosted acrylic letters and panels with subsurface painting, nonglare photopolymer elements with raised Braille text, vinyl graphics, and aluminum backing panels and brackets. Installation methods include tape-mounting with VHB adhesive, mechanical fastening with non-corrosive stainless steel fasteners, and vinyl application to glass surfaces. Finish specifications include satin finishes with colors specified in Pantone and Matthews Paint references, including PMS 7473c, PMS 7474c, PMS 7477c, and Matthews Paint 80147. The donor recognition program includes provisions for Legacy Leavers panels, with a framework for future donor panels measuring approximately 24 inches by 24 inches with mechanical fasteners and 1/2-inch deep standoffs. All signage specifications reference ADA compliance and include detailed message schedules, layout dimensions, and sample requirements for contractor approval prior to fabrication.

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Adventist Recognition decal for lobby.pdf	PDF	May 29, 2026
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Attachment E.pdf	PDF	May 29, 2026

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North County Recreation District – Aquatic Center

Architectural Signage – Shop Drawings

J A N U A R Y 3 0 , 2 0 2 6

16630 SW Shaw Unit A Beaverton, OR 97078 p 503-259-8855 f 503-591-9525

THESE DRAWINGS ARE

PROPERT Y OF CENTER

POINTE SIGNS, AND

SHALL NOT BE

REPRODUCED WITHOUT

PERMISSION.

PROJECT NAME

PROJECT MANAGER

PAGE DESCRIPTION

CCB 169268

WA CENTEPS939RF

L E V E L 1 – S I G N LO CAT I O N P L A N

3'-6''

4'-0''

5'-0''

7'-0''

8'-0''

8'-3''

3'-6''

8'-0''

0-0"

-3-0"

-6" -12"

-1-6"

-2-6"

-3-6"

1. REFERENCE SHEET G102 FOR FIRE RATING REQUIREMENTS.

2. REFERENCE SHEET A611 FOR DOOR, WINDOW, AND LOUVER TYPES AND SCHEDULES.

3. SEE SP AND MR DRAWINGS FOR POOL ASSEMBLIES.

FLOOR PLAN GENERAL NOTES

A201 C1

A2 01 B1

A201 A1

A2 01D1

MEN'S

LOCKER

ROOM

A1 A301

D3 A301

OFFICE

GUARD

POOL

EQUIPMENT

BOILER

STORAGE

C D E F G

B1 A302

A424 A1 D1

ELECTRICAL

A J

A401

LAUNDRY

8 1 /4"

115.A/B

116.A

116.B/C

118.A

7.A

4.C

3.A

A1 A311

B3 A303

A2 A312

FAMILY

CHANGE 2

FAMILY

CHANGE 1

RECEPTION

LOBBY

WOMEN'S

LOCKER

ROOM

- 0

- 8

- 9

2" 1'

- 1 0"

4" 4'

- 7 3/

4" 6'

- 4 1/

4" 4'

- 7 3/

4" 6'

- 4 1/

4" 4'

- 7 3/

4" 6'

- 4 1/

4" 4'

- 7 3/

196' - 10" 32' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"54' - 10"

4" 5'

- 8

- 4

4.A

103.B/C

101.D 11' - 5"24' - 0"10' - 4"6' - 0"69' - 0"

75' - 0" 10' - 4" 24' - 0" 11' - 5"

B1 A301

12' - 0"

101.A/B

5.A

6.A

A301

D1 A301

W4W3

IW2

A2 A302

SWIMMING POOL THERAPY POOL

A402

PATIO

2' - 0 1/8"12' - 8"7' - 0"4' - 0"8' - 4"

ENTRY

D1 A302

32' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"32' - 10"

A2 A311

A1 A312

SEE STRUCTURAL

AND LANDSCAPING

FOR RETAINING WALL

20' - 0" 1' - 4" 22' - 0" 20' - 8" 1' - 4" 20' - 8" 1' - 4" 14' - 0" 6' - 8" 1' - 4" 4' - 0" 1' - 4" 4' - 0" 1' - 4" 10' - 8"

- 4

3/ 8"

- 0

.20

'-0

- 0

6 3

/8" 6'

- 8

- 3

5/ 8"

- 0

- 8

- 4

3/ 8"

- 0

- 6 1/

1 1

/2"

101.C

DOWNSPOUT (07 62 00)

A201 A1a

A201

NATATORIUM

STORAGE

103A

W. SHOWER

W. TOILET

M. TOILET

SEE LANDSCAPING

FOR RETAINING WALL

DOWNSPOUT (07 62 00)

51.938'

51.938'51.938'

51.919'

51.816'

51.858'

51.915'

51.949'

51.907'

51.938'51.668'

51.871'

HP HP HP

HPHPHP

52.000' FFE

Deck at wall, all areas

Deck at back of gutter, both pools

THICKENED SLAB

FOR POOL SLIDE

8' - 0" 15' - 0"

- 6

A401

S-1

S-2

S-4 S-3

S-5 S-6

S-5S-6S-7

9' - 2"

A423

B2 A301

REFER TO

LANDSCAPE FOR

SITE WALL

4.A

G H

A2 01 B1

A301

MECHANICAL

ROOM LOFT

A3 A311

D1 A301

W4AA

ATTIC ACCESS DOOR

AND STAIR (08 31 25)

ATTIC ACCESS DOOR

AND STAIR (08 31 25)A5

A311

A2 A311

A311

A201

ROOF HATCH (07 72 33)

ABOVE

LADDER (05 51 33)

A C ROBERTSON | SHERWOOD | ARCHITECTS PC 2019 ORIGINAL SHEET SIZE: 30"x42"

ISSUE:

PROJECT NO:

DRAWN BY:

CHECKED BY:

ISSUE DATE:

MARK DATE DESCRIPTION

132 EAST BROADWAY, SUITE 540

EUGENE, OREGON 97401

541-342-8077 www.robertsonsherwood.com

Robertson Sherwood Architects PC

2 3 4 5 6

1 2 3 4 5 6

6/2 8/2

3 1

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CONSTRUCTION DOCUMENTS

15 JAN 2023

FIRST FLOOR

PLAN

A111

1/8" = 1'-0"A111

A1 FIRST FLOOR PLAN PLAN

NORTH

1/8" = 1'-0"A111

D1 SECOND FLOOR MECHANICAL LOFT PLAN

NORTH

FFE

SPOT ELEVATION TAG

GRADE BREAK

SCORE JOINT

SCORE JOINT/HIGH POINT

S - #

XX.XXXX'

HIGH POINT = SAME ELEVATION AS FFE UNLESS

OTHERWISE NOTED

FINISHED FLOOR ELEVATION = 52.000' AT ALL FLAT FLOORS AND

FLOORS AT WALL LINE WHERE SLOPED TO DRAIN

FLOOR PLAN SYMBOL LEGEND

SIGN TYPE - REFER TO SPECIFICATIONS

2 17 FEB 23 ADD 04

8 15 JUN 23 CCD 07

9 26 JUN 23 ASI 01

10 10 APR 23 CCD 05

3'-6''

4'-0''

5'-0''

7'-0''

8'-0''

8'-3''

3'-6''

8'-0''

0-0"

-3-0"

-6" -12"

-1-6"

-2-6"

-3-6"

1. REFERENCE SHEET G102 FOR FIRE RATING REQUIREMENTS.

2. REFERENCE SHEET A611 FOR DOOR, WINDOW, AND LOUVER TYPES AND SCHEDULES.

3. SEE SP AND MR DRAWINGS FOR POOL ASSEMBLIES.

FLOOR PLAN GENERAL NOTES

A201 C1

A2 01 B1

A201 A1

A2 01D1

MEN'S

LOCKER

ROOM

A301

D3 A301

OFFICE

GUARD

POOL

EQUIPMENT

BOILER

STORAGE

C D E F G

A302

A424 A1 D1

ELECTRICAL

A J

A401

LAUNDRY

8 1 /4"

115.A/B

116.A

116.B/C

118.A

7.A

4.C

4.A

3.A

A1 A311

A303

A1 A302

A312

FAMILY

CHANGE 2

FAMILY

CHANGE 1

RECEPTION

LOBBY

WOMEN'S

LOCKER

ROOM110

- 0

- 8

- 9

2" 1'

- 1 0"

4" 4'

- 7 3/

4" 6'

- 4 1/

4" 4'

- 7 3/

4" 6'

- 4 1/

4" 4'

- 7 3/

4" 6'

- 4 1/

4" 4'

- 7 3/

196' - 10" 32' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"54' - 10"

G H

4" 5'

- 8

- 4

4.A

103.B/C

101.D 11' - 5"24' - 0"10' - 4"6' - 0"69' - 0"

75' - 0" 10' - 4" 24' - 0" 11' - 5"

B1 A301

A301

12' - 0"

101.A/B

5.A

6.A

A301

D1 A301

W4W3

IW2

A2 A302

HYDROTHERAPY POOL

SWIMMING POOL THERAPY POOL

A402

PATIO

2' - 0 1/8"12' - 8"7' - 0"4' - 0"8' - 4"

ENTRY

A302

32' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"32' - 10"

A311

A312

SEE STRUCTURAL

AND LANDSCAPING

FOR RETAINING WALL

20' - 0" 1' - 4" 22' - 0" 20' - 8" 1' - 4" 20' - 8" 1' - 4" 14' - 0" 6' - 8" 1' - 4" 4' - 0" 1' - 4" 4' - 0" 1' - 4" 10' - 8"

- 4

3/ 8"

- 0

5 5

/8" 3'

- 0

6 3 /8"

- 8

- 3 5/

8" 4'

- 0

8" 6'

- 8

- 4

- 7

1/ 2"

- 8

- 4

3/ 8"

- 0

- 6 1/

1 1

/2"

101.C

DOWNSPOUT (07 62 00)

DOWNSPOUT (07 62 00) DOWNSPOUT (07 62 00)

DOWNSPOUT (07 62 00)

A201 A1a

A201

NATATORIUM

STORAGE

103A

W. SHOWER

W. TOILET

M. TOILET

SEE LANDSCAPING

FOR RETAINING WALL

DOWNSPOUT (07 62 00)

51.938'

51.938'51.938'

51.919'

51.816'

51.858'

51.916' 51.938'

51.915'

51.949'

51.907'

51.938'51.668'

51.871'

HP HP HP

HPHPHPHP

52.000' FFE

Deck at wall, all areas

Deck at back of gutter, both pools

THICKENED SLAB

FOR POOL SLIDE

8' - 0" 15' - 0"

- 6

A401

S-1

S-2

S-4 S-3

S-5 S-6

S-5S-6S-7

9' - 2"

A423

A301

B2 A301

REFER TO

LANDSCAPE FOR

SITE WALL

A2 01 B1

A301

MECHANICAL

ROOM LOFT

A3 A311

A301

W4AA

ATTIC ACCESS DOOR

AND STAIR (08 31 25)

ATTIC ACCESS DOOR

AND STAIR (08 31 25)A5

A311

A2 A311

A311

A201

ROOF HATCH (07 72 33)

ABOVE

LADDER (05 51 33)

A C ROBERTSON | SHERWOOD | ARCHITECTS PC 2019 ORIGINAL SHEET SIZE: 30"x42"

ISSUE:

PROJECT NO:

DRAWN BY:

CHECKED BY:

ISSUE DATE:

MARK DATE DESCRIPTION

132 EAST BROADWAY, SUITE 540

EUGENE, OREGON 97401

541-342-8077 www.robertsonsherwood.com

Robertson Sherwood Architects PC

2 3 4 5 6

1 2 3 4 5 6

5/3 0/2

3 6

:13 :38

P M

\\S

Us er s\b ec ky \M y D oc um en ts\

_N eh ale m_ v2

A Mo de l_b tho ma s1

.rv t

5 9

S T, N

O R

CRS

BJT

CONSTRUCTION DOCUMENTS

15 JAN 2023

FIRST FLOOR

PLAN

A111

1/8" = 1'-0"A111

A1 FIRST FLOOR PLAN PLAN

NORTH

1/8" = 1'-0"A111

D1 SECOND FLOOR MECHANICAL LOFT PLAN

NORTH

FFE

SPOT ELEVATION TAG

GRADE BREAK

SCORE JOINT

SCORE JOINT/HIGH POINT

S - #

XX.XXXX'

HIGH POINT = SAME ELEVATION AS FFE UNLESS

OTHERWISE NOTED

FINISHED FLOOR ELEVATION = 52.000' AT ALL FLAT FLOORS AND

FLOORS AT WALL LINE WHERE SLOPED TO DRAIN

FLOOR PLAN SYMBOL LEGEND

SIGN TYPE - REFER TO SPECIFICATIONS

2 17 FEB 23 ADD 04

8 30 MAY 23 OHA REVIEW

RESPONSE

1/4''=1'-0''

= MAIN DRAIN

= 'NO DIVING' MARKER

DEPTH MARKER

UL UNDERWATER LIGHT=

HR HANDRAIL=

BS BACKSTROKE STANCHION=

NR 'NO RUNNING' MARKER=

RA ROPE ANCHOR=

GR GRABRAIL=

3,408 SQ. FT.

4 HR. TURNOVER

VOLUME

SURFACE AREA

= 583 GPM

139,945 GAL

3'-6" - 8'-3"DEPTH

PERIMETER

250 FT.

RP RACING PLATFORM=

MGC MOVEABLE GUARD CHAIR=

SHORT COURSE-25YDS: (ALLOWS FOR TOUCH PADS AT ONE

(2'-7\'') BELOW THE SURFACE OF THE WATER AT ALL

VERTICAL PLANE 0.3M (12'') ABOVE AND 0.8M.

TOLERANCE AGAINST LENGTH SHALL EXTEND IN A

POINTS OF BOTH END WALLS TYP. OF ALL COURSES.

END) 75'-0 5/16'' MIN.: 75'-1 3/16'' MAX.

THE INDEPENDENT LICENSED SURVEYOR SHALL FILL

OUT, NOTARIZE AND FILE OFFICIAL CERTIFICATION

FORM(S) WITH USA SWIMMING.

AL ACCESSIBLE LIFT=

SP-4

THE CONTRACTOR SHALL RETAIN AN INDEPENDENT LICENSED SURVEYOR

TO PROVIDE PROOF OF COMPLIANCE FOR REQUIRED POOL LENGTHS AS

FOLLOWS: (RECOMMEND PATRELL ENG. GROUP (626) 335-4362)

SP-7

SP-9

4'-0"

5'-0''

6'-0''

7'-0''

8'-0''

8'-3''

3'-6''

9'- 5"

'-9

'-2

8'- 7"

'-9

9'-

'-0

'-1

'-0

3'- 6"

'-1

3'-

'-1

5'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 5'-0"

1'-6"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"1'-6"

45'-0"

3'- 6"

'-4

'-1

2'- 0"

3'- 4"

'-9

9'-

'-3

1'-6" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 1'-6" 1'-0" 5'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 10'-0"

50'-0"

RAUL RA RA RARAUL RAUL

18X36

18X136

8'-0''

RA RAUL RA RA RARAUL RAUL

5'- 0"

'-0

'-1

'-0

RARA

4" WIDE CAUTION MARKING ACROSS

POOL BOTTOM AND UP VERTICAL

WALLS W/ CONTRASTING TILE.

2'- 0"

3'-0"

TYP.

CONTRASTING TRIM

TILE ON STEPS W/

NON-SLIP FINISH, TYP.

6'' CONC. SLAB

#4 @ 12'' O.C. E.W.

CENTERED IN SLAB

4'-0''

3'-6''

LIFELINE WITH FLOATING BOUYS

AT 7'-0" MAX SPACING

4'-6''

5'-0''

8'-0''

RP RP RP RP RP RP

8'-0''

NDND

5'-0''

4'-6''

4'-0"

A C ROBERTSON | SHERWOOD | ARCHITECTS PC 2019 ORIGINAL SHEET SIZE: 30"x42"

ISSUE:

PROJECT NO:

DRAWN BY:

CHECKED BY:

ISSUE DATE:

MARK DATE DESCRIPTION

132 EAST BROADWAY, SUITE 540

EUGENE, OREGON 97401

541-342-8077 www.robertsonsherwood.com

Robertson Sherwood ArchitectsPC

2 3 4 5 6

1 2 3 4 5 6

5 9

T, N

O R

100% CONSTRUCTION DOCUMENTS

15 JANUARY 2023

31 MAY 2023 OHA REVIEW

CCD 07

4'-6"

SP-1

SWIMMING POOL

LAYOUT PLAN

NORTH

SP-4

SP-7

SP-5

SP-10

SP-8

SP-7

SP-8

SP-7

6'- 0"

'-1

9'- 5"

5'- 0"

POOL SLIDE - SEE

ADD ALTERNATES

SP-6

LOCKING GATE

AND FENCE, SEE

ARCHITECTURAL

PLANS

WATER SLIDE CONSTRUCTION,

INSTALLATION AND MAINTENANCE

SHALL COMPLY WITH THE

REQUIREMENTS LISTING IN OAR

338-060-0090.

CCD 07

1/4''=1'-0''

= MAIN DRAIN

= 'NO DIVING' MARKER

DEPTH MARKER

UL UNDERWATER LIGHT=

HR HANDRAIL=

BS BACKSTROKE STANCHION=

NR 'NO RUNNING' MARKER=

RA ROPE ANCHOR=

GR GRABRAIL=

3,408 SQ. FT.

4 HR. TURNOVER

VOLUME

SURFACE AREA

= 583 GPM

139,945 GAL

3'-6" - 8'-3"DEPTH

PERIMETER

250 FT.

RP RACING PLATFORM=

MGC MOVEABLE GUARD CHAIR=

SHORT COURSE-25YDS: (ALLOWS FOR TOUCH PADS AT ONE

(2'-7\'') BELOW THE SURFACE OF THE WATER AT ALL

VERTICAL PLANE 0.3M (12'') ABOVE AND 0.8M.

TOLERANCE AGAINST LENGTH SHALL EXTEND IN A

POINTS OF BOTH END WALLS TYP. OF ALL COURSES.

END) 75'-0 5/16'' MIN.: 75'-1 3/16'' MAX.

THE INDEPENDENT LICENSED SURVEYOR SHALL FILL

OUT, NOTARIZE AND FILE OFFICIAL CERTIFICATION

FORM(S) WITH USA SWIMMING.

AL ACCESSIBLE LIFT=

SP-4

THE CONTRACTOR SHALL RETAIN AN INDEPENDENT LICENSED SURVEYOR

TO PROVIDE PROOF OF COMPLIANCE FOR REQUIRED POOL LENGTHS AS

FOLLOWS: (RECOMMEND PATRELL ENG. GROUP (626) 335-4362)

SP-7

SP-9

4'-0"

5'-0''

6'-0''

7'-0''

8'-0''

8'-3''

3'-6''

9'- 5"

'-9

'-2

8'- 7"

'-9

9'-

'-0

'-1

'-0

3'- 6"

'-1

3'-

'-1

5'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 5'-0"

1'-6"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"1'-6"

45'-0"

3'- 6"

'-4

'-1

2'- 0"

3'- 4"

'-9

9'-

'-3

1'-6" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 1'-6" 1'-0" 5'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 10'-0"

50'-0"

RAUL RA RA RARAUL RAUL

18X36

18X136

8'-0''

RA RAUL RA RA RARAUL RAUL

5'- 0"

'-0

'-1

'-0

RARA

4" WIDE CAUTION MARKING ACROSS

POOL BOTTOM AND UP VERTICAL

WALLS W/ CONTRASTING TILE.

2'- 0"

3'-0"

TYP.

CONTRASTING TRIM

TILE ON STEPS W/

NON-SLIP FINISH, TYP.

6'' CONC. SLAB

#4 @ 12'' O.C. E.W.

CENTERED IN SLAB

4'-0''

3'-6''

LIFELINE WITH FLOATING BOUYS

AT 7'-0" MAX SPACING

4'-6''

5'-0''

8'-0''

RP RP RP RP RP RP

8'-0''

NDND

5'-0''

4'-6''

4'-0"

A C ROBERTSON | SHERWOOD | ARCHITECTS PC 2019 ORIGINAL SHEET SIZE: 30"x42"

ISSUE:

PROJECT NO:

DRAWN BY:

CHECKED BY:

ISSUE DATE:

MARK DATE DESCRIPTION

132 EAST BROADWAY, SUITE 540

EUGENE, OREGON 97401

541-342-8077 www.robertsonsherwood.com

Robertson Sherwood ArchitectsPC

2 3 4 5 6

1 2 3 4 5 6

5 9

T, N

O R

100% CONSTRUCTION DOCUMENTS

15 JANUARY 2023

31 MAY 2023 OHA REVIEW

CCD 07

4'-6"

SP-1

SWIMMING POOL

LAYOUT PLAN

NORTH

SP-4

SP-7

SP-5

SP-10

SP-8

SP-7

SP-8

SP-7

6'- 0"

'-1

9'- 5"

5'- 0"

POOL SLIDE - SEE

ADD ALTERNATES

SP-6

LOCKING GATE

AND FENCE, SEE

ARCHITECTURAL

PLANS

WATER SLIDE CONSTRUCTION,

INSTALLATION AND MAINTENANCE

SHALL COMPLY WITH THE

REQUIREMENTS LISTING IN OAR

338-060-0090.

CCD 07

1 SWIMMING POOL STRAINER: 'MER-MADE' F.O. SERIES FRP REDUCING BASKET STRAINER: 0NE (1) 8''x6'' STANDARD AND TWO (2) STAINLESS STEEL STRAINERS EA. (150lbs.)

SWIMMING POOL ULTRA VIOLET TREATMENT SYSTEM: 'EVOQUA' WAFER UV MODEL WF-125-6-N, VALIDATED AT 618 GPM, 6'' FLANGED CONNECTION IN-LINE UV WITH ONE (1) LAMP @ 2,500 WATTS. CONTROL UNIT 23''x31''x12'' DEEP. (121 lbs.). PROVIDE PIPING BYPASS, VALVING, ETS EZ VALVE STRAINER AND INSTALLATION AND PIPING

PER MANUFACTURER'S RECOMMENDATIONS. ONE (1) SYSTEM TOTAL.

WATER CHEMISTRY CONTROLLER(S): PROVIDE ETHERNET CONNECTION TO EACH CONTROLLER.

· SWIMMING POOL 'BECSYS' CS-BECSYS7-BP-E WATER CHEMISTRY CONTROLLER. PROVIDE COMPLETE

SYSTEM CONTROL PACKAGE. 'BECSYS SYSTEM 7', 'IMPACT', 'WALLACE & TIERNAN' OR APPROVED EQUAL.

ONE (1) TOTAL.

· THERAPY POOL 'BECSYS-5', OR EQUAL. ONE (1) TOTAL.

14 ELECTRICAL: PROVIDE ALL ELECTRICAL WIRING, CONDUIT, PANEL(S), STARTER/DISCONNECT INTERCONNECT(S) ETC. AS REQUIRED FOR PROPER EQUIPMENT INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND SHOP DRAWINGS. COORDINATE ALL WORK WITH OTHER TRADES AS REQUIRED.

REFER TO ELEC. PLANS FOR ALL ADDITIONAL INFO.

SWIMMING POOL & THERAPY POOL FILL SYSTEM(S): 2'' 'CLA-VAL' FILL SYSTEM TO INCLUDE 2'' 'CLA-VAL' SOLENOID CONTROL VALVE #136-01BY, 2'' DUCT IRON, EPOXY COATED BODY WITH CAST IRON DISC RETAINER AND DIAPHRAGM WASHER, BRONZE TRIM, FLANGED GLOBE PATTERN, 120V AT 60HZ. SOLENOID WIRING SHALL BE WIRED TO WATER CHEMISTRY CONTROLLER. PROVIDE 6'' AIR GAP AT FILL POINT. TWO (2) TOTAL. FILL SYSTEM SHALL BE PLUMBED WITH MANUAL FILL VALVE THAT IS ACCESSIBLE FROM OUTSIDE BACKWASH PIT.

PUMP PIT: 6'-6''x15'-0''x6'-0'' DEEP. PROVIDE 2''Ø GALV. STANDARD STEEL PIPE GUARDRAIL. PROVIDE FLOOR DRAIN TO WASTE. PROVIDE WATERPROOFING PER SPECIFICATIONS. ACCESS LADDER TO BE 'FIBERGRATE'

DYNARAIL FRP OR EQUAL.

LIGHTING CONTROL PANEL: REFER TO MCC PANEL WITH BUILT-IN TIMER AND CONTROLS. PROVIDE REMOTE UNDERWATER LIGHT CONTROLS WITHIN LIFEGUARD OFFICE. COORDINATE INSTALLTION OF REMOTE

CONTROLS WITH ALL TRADES AND ARCHITECT.

BACKWASH PIT: 5'-6'' x 6'-6'' x 6'-0'' DEEP WITH 8''Ø P-TRAP OUTLET TO SEWER. PROVIDE WATERPROOFING PER

SPECIFICATIONS. COORDINATE WITH STRUCTURAL AND PLUMBING PLANS.

EYEWASH/SHOWER: HAWS MODEL #8309WC BARRIER FREE COMBINATION SHOWER AND EYE/FACE WASH WITH CORROSION RESISTANT PROTECTION. SEE MEP SHEETS FOR SUPPLY PIPING. ONE (1) TOTAL.

POOL OPERATOR WORKSTATION DESK: 'TOTAL LAB SOLUTIONS' EPOXY COUNTERTOP WITH DROP-IN SINK AND TWO (2) END CABINETS. FURNISH WITH WALL MOUNTED TWO (2) FAUCETS 'BROEN BOSS' OR APPROVED EQUAL.

SEE MEP PLANS FOR WATER SUPPLY PIPING.

SWIMMING POOL CIRCULATION PUMP: 'PACO' #50123, 5''x6''x12'' TYPE 'LC' END SUCTION CENTRIFUGAL PUMP 1,187 RPM, 208V, 3PH 15HP RATED AT 600 GPM @ 60 FT. TDH 82.6% EFFICIENT PREMIMUM EFFICIENCY TEFC MOTOR EPOXY COAT ALL WET SURFACES. 'PACO', 'AURORA' OR APPROVED EQUAL. (425 lbs.) PROVIDE 'SPCS' SMART PUMP CONTROL SYSTEM VARIABLE SPEED DRIVE MODEL SPCS015EF4 SYSTEM 20.5''x41''x13.9''

DEEP. COORDINATE MOUNTING LOCATION TO MAINTAIN DESIRED CLEARANCES, 208V 3PH.

1/4''=1'-0''

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CCD 07

MECHANICAL

ROOM PLAN

MR-1

SWIMMING POOL FILTERS: 'EKO3 SYSTEMS GEN 2' #EKO-42210-0806-T-2 AUTOMATIC FILTER CONTROL (AFC) FULLY AUTOMATIC HI-RATE PERMANENT MEDIA FILTER WITH 42 SQ. FT. OF FILTER AREA RATED AT 630 GPM AT 15 GPM/SQ. FT. COMPLETE WITH 6'' FACE PIPING, 6'' BACKWASH, SEISMIC ANCHORAGE. PROVIDE ALL UTILITIES, PIPING, VALVING ETC. (7,400 lbs EACH TANK) 'EKO3 SYSTEMS GEN 2' OR EQUAL. PROVIDE SIGNET

MK-515 FLOSENSOR WITH DIGITAL READ-OUT. ONE (1) SYSTEM TOTAL.

THERAPY POOL CIRCULATION PUMP: 'PENTAIR' WHISPERFLO XF-VS #022035; 5HP; 208V RATED AT 145 GPM AT 60 FT TDH WITH INTEGRAL STRAINER, VARIABLE FREQUENCY DRIVE AND FLOW SENSOR KIT #970148L.

VARIABLE SPEED DRIVE SHALL BE PROVIDED WITH USER LOCKOUT. VFD TO BE PROGRAMMED WITH NORMAL CIRCULATION FLOW RATE OF 145 GPM. BACKWASH AND NIGHT TIME FLOW RATES SHALL BE SET TO NON-OPERATIONAL HOURS ONLY. ONE (1) TOTAL. (72 lbs.) TO BE PROVIDED WITH 'ACME' T-1-81051 208V TO 230V BOOSTING TRANSFORMER. TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS. ONE (1) TOTAL.

THERAPY POOL FILTER: 'PENTAIR' TRITON #TR-100C-3 HI-RATE PERMANENT MEDIA FILTERS WITH 9.82 SQ. FT.

OF FILTER AREA RATED AT 147 GPM AT 15 GPM/SQ. FT. COMPLETE WITH 3'' FLANGES AND VALVED TOGETHER, 4'' BACKWASH, SEISMIC ANCHORAGE. PROVIDE ALL UTILITIES, PIPING, VALVING, ETC. TWO (2) TANKS TOTAL. (665LBS.) EACH. PROVIDE SIGNET MK-515 FLOSENSOR WITH DIGITAL READ-OUT. ONE (1)

SYSTEM TOTAL.

THERAPY POOL AND SWIMMING POOL SLIDE ULTRA VIOLET TREATMENT SYSTEM: 'EVOQUA' WAFER UV MODEL WF-115-3-N, VALIDATED AT 220 GPM, 3'' FLANGED CONNECTION IN-LINE UV WITH ONE (1) LAMP @ 1,500 WATTS.

CONTROL UNIT 23''x31''x12'' DEEP. (121 lbs.). PROVIDE PIPING BYPASS, VALVING, ETS EZ VALVE STRAINER AND INSTALLATION AND PIPING PER MANUFACTURER'S RECOMMENDATIONS. ONE (1) SYSTEM TOTAL.

CARBON DIOXIDE STORAGE FEED SYSTEM: ONE (1) 'TAYLOR WHARTON', 750lb. CRYOGENIC LIQUID CO2 STORAGE TANK WITH REMOTE FILL PORT, ELECTRIC TANK HEATER WITH SEISMIC RESTRAINTS AND REMOTE FILL PORTS (OPERATING WEIGHT = 594 LIQUID LBS. EA.) PROVIDE 'BECSYS 4-30' FLOW CONTROL UNITS WITH FLOW ADJUSTMENTS FROM 0-30 SCFH WITH PRESSURE REGULATOR AND GAUGES FOR UP TO 850 PSI NOMINAL CYLINDER PRESSURE AND 40 PSI OUTPUT TO CO2 FEED UNIT FED FROM STORAGE TANK.

TWO (2) FEED SYSTEMS REQUIRED. PROVIDE WITHIN MECHANICAL ROOM HARD WIRED 'ANALOX' #API KIT CO2 DETECTOR WITH AUDIBLE AND VISUAL ALARMS, UL 1971 STANDARD LISTED, ONE (1) TOTAL.

TABLET CHLORINATOR(S): PROVIDE 'PPG' ACCU-TAB POWERBASE CHLORINATION UNIT MODEL 1030 AT WITH 2.8lbs/HR OUTPUT, 30 lb. STORAGE. COMPLETE WITH PIPING, VALVING, VENTURI INJECTION AND 3/4 HP BOOSTER PUMP. NSF 50 CERTIFIED. TWO (2) SYSTEMS TOTAL. PROVIDE ADDITIONAL RELAY CONTROL AS

NECESSARY.

EQUIPMENT

BOILER

13 13 14

BACKWASH

PUMP PIT

-6'-0"

THERAPY POOL

SURGE TANK

5'-0"x10'-0"x11'-0"

SEE STRUCTURAL PLANS

LAP POOL

SURGE TANK

5'-0"x10'-0"x11'-0"

SEE STRUCTURAL PLANS

ROOM

SWIMMING POOL SLIDE PUMP: 'PENTAIR' INTELIFLO i1; 1HP; 230V RATED AT 30 GPM AT 60 FT TDH WITH INTEGRATED STRAINER, VARIABLE FREQUENCY DRIVE AND FLOW SENSOR KIT #970148L. ONE (1) TOTAL. (72 lbs.) TO BE PROVIDED WITH 'ACME' T-1-81051 208V TO 230V BOOSTING TRANSFORMER. TO BE INSTALLED PER MANUFACTURERS

INSTRUCTIONS.

1,2

MR-6

MR-5

MR-3

1,4,5

MR-5

MR-3

MR-6

MR-5

MR-3

1-3

MR-7

MR-5

4,5

MR-3

MR-5

4,5

MR-3

MR-5

7-9

MR-3

MR-5

MR-4

MR-5

1,2,3,6,7

MR-5

MR-6

MR-4

MR-8

MR-6

MR-8

MR-3

MR-6

'SP' 'SP1'

ATTIC CLEARANCE

COORDINATE WITH ALL TRADES

SP UV CONTROLLER

POOL WORKSTATION

SURGE TANK ACCESS HATCH,

POOL CONTRACTOR TO COORDINATE

INSTALLATION WITH ALL TRADES

SHOWER

EYEWASH/

EMERGENCY18

750LB CO2 TANK

LID +18"

SP SCH

80 CPVC

HX POC CO2 REMOTE

FILL +48" A.F.F.

ACCESS LADDER, TYP.

LINK

SEAL TYP.

12'' AIR

GAP

4" HOUSE KEEPING PAD

CO2 INJECTION

INFORMATION

SIGNAGE

HAZARDOUS

ACCESS LADDER W/ GUARD

RAIL, POOL CONTRACTOR TO

COORDINATE INSTALLATION

WITH ALL TRADES

SWIMMING POOL AND THERAPY POOL HEAT EXCHANGER POC, SEE MEP FOR CONTINUATION.22

BFV BFV

BFV

TP CIRC

PUMP

3''

BFVBFV

6'' TP GUTTER OUTLET

BFV

4'' FV

SCA

4" SURGE

CHAMBER

TEE SUCTION

AT +6'' A.F.F.

4''

SCA

3''

3" BW

3''TP FILTERS

3''

TP UV

SYSTEM

BFV

BFVBFV

BFV

BVBV

BFV

3''FM3

TP CHLORINE

TABLET FEEDER 12

BFV 1'' 1''

SP CIRC

PUMP 2

SP STRAINER

BFV

10'' SURGE

CHAMBER

TEE SUCTION

AT +6'' A.F.F.

BFV

8'' FV

BFV

8''

SP FILTERS

8''

6" BW

6'' 8''

BFV

SP UV

SYSTEM

BFV

BFVBFV

SP CHLORINE

TABLET FEEDER 12

1'' 1''

BV BV

BFV

TP SCH 80

CPVC HX POC

TP CO2 FEEDER 11

SP CO2 FEEDER 11

LIGHTING CONTACTOR PANEL 19

SP SLIDE UV CONTROLLER 9

TP UV CONTROLLER 9

SMART PUMP VARIABLE SPEED DRIVE 2

ELEC. PANEL 'SP' 14

ELEC. PANEL 'SP1' 14

13TP WATER CHEMISTRY

CONTROLLER

SP WATER CHEMISTRY

CONTROLLER

SP & TP FILL SYSTEMS

W/ 2'' COLD WATER TO

SURGE CHAMBER VIA 2''

'CLA-VAL' FILL SYSTEM

MR-4

CURB +6" AFF

N W

L T

8" A

SP-6

MR-4

PUMP PAD

2" CW SOURCE W/

RPBFP

MANUAL FILL BYPASS

4" HOUSE KEEPING PAD

6'' TP GUTTER OUTLET

4'' TP MAIN DRAIN SUCTION

8'' SP GUTTER OUTLET

8'' SP MD SUCTION

3/4'' HS FILL

2'' SP SLIDE RETURN

3'' SURGE

CHAMBER

TEE SUCTION

AT +6'' A.F.F.

3''

2" FILL THROUGH HOLE IN SURGE TANK LID, TYP.

BFV

= BUTTERFLY VALVE

BALL VALVE

FLOW METERFM =

CV = CHECK VALVE

CW = COLD WATER

PIPE HANGERPH =

VACUUM / PRESSURE GAUGEPG/VG =

BW = BACKWASH

· THE PIPING SYSTEM SHALL HAVE DIRECTION OF FLOW ARROWS INDICATED ON THE PIPES.

· CONTRACTOR TO PROVIDE A FLOW DIAGRAM OF THE POOL PIPING SYSTEM WITH OPERATION INSTRUCTIONS.

· THE FLOW DIAGRAM AND INSTRUCTIONS SHALL BE AVAILABLE ON THE PREMISES AT ALL TIME

· ALL PLUMBING BELOW GRADE SHALL BE SCH 40 PVC AND ALL PLUMBING ABOVE GRADE SHALL BE SCH. 80 PVC

PIPE, UNLESS NOTED OTHERWISE.

· MECHANICAL ROOM AND PLUMBING IS SCHEMATIC IN NATURE. POOL CONTRACTOR TO COORDINATE

MECHANICAL EQUIPMENT PLACEMENT, UTILITIES, EQUIPMENT PADS, DISCONNECTS, EQUIPMENT

INTERCONNECTIONS, PLUMBING SUPPORTS AND ALL NECESSARY APPURTENANCES FOR A FULLY

FUNCTIONAL, CODE COMPLIANT SYSTEM

1. EXPANSION OR WEDGE ANCHORS INTO CONCRETE: HILTI KB TZ (ICC ESSR-1917) OR SIMPSON STRONG BOLT (ICC ESR-1771) TO BE INSTALLED

IN ACCORDANCE WITH ICC REPORT AND MANUFACTURER'S RECOMMENDATIONS.

2. EXPANSION OR WEDGE ANCHORS INTO MASONRY: HILTI KB 3 (ICC ESR-1385) OR SIMPSON WEDGE-ALL (ICC ESR-1396) TO BE INSTALLED IN

ACCORDANCE WITH ICC REPORT AND MANUFACTURER'S RECOMMENDATIONS.

3. UNDERCUT ANCHORS INTO CONCRETE: HILTI HDA (ICC ESR-1546) TO BE INSTALLED IN ACCORDANCE WITH ICC REPORT AND

MANUFACTURER'S RECOMMENDATIONS.

4. HEAVY DUTY SLEEVE ANCHORS INTO CONCRETE: HILTI HSL-3 (ICC ESR-1545) TO BE INSTALLED IN ACCORDANCE WITH ICC REPORT AND

MANUFACTURER'S RECOMMENDATIONS.

5. FASTENERS SHALL BE STAINLESS STEEL FOR EXTERIOR USE OR WHEN EXPOSED TO WEATHER. PROVIDE GALVANIZED CARBON STEEL

ANCHORS AT OTHER LOCATIONS, UNLESS OTHERWISE NOTED.

6. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMENT.

PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED

ABOVE, THE STRUCTURAL ENGINEER WILL DETERMINE A NEW LOCATION.

7. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL

ASSEMBLIES ATTACHED WITH MECHANICAL ANCHORS.

8. ANCHORS SHALL BE PROOF-TESTED BY OWNER'S TESTING AND INSPECTION AGENCY.

9. TEST ANCHORS NO SOONER THAN 24 HOURS AFTER INSTALLATION.

10. APPLY TEST LOAD BY ANY METHOD THAT WILL EFFECTIVELY MEASURE THE TENSION OF THE ANCHOR SUCH AS DIRECT PULL WITH A

HYDRAULIC JACK, TORQUE WRENCH, OR CALIBRATED SPRING LOADING DEVICES, ETC.

11. REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED CLOSE TO THE ANCHOR BEING TESTED, PROVIDED THE ANCHOR IS NOT

RESTRAINED FROM WITHDRAWING BY A BASE PLATE OR OTHER FIXTURE. IF RESTRAINT IS FOUND, LOOSEN AND SHIM OR REMOVE THE

FIXTURE PRIOR TO TESTING.

12. UNLESS OTHERWISE NOTED, PROVIDE MINIMUM EMBEDMENT OF ANCHORS AS SHOWN IN TABLES BELOW.

13.

14. IF ANY ANCHOR FAILS TESTING, REPLACE ANCHOR AND TEST ADDITIONAL ANCHORS OF THE SAME CATEGORY NOT PREVIOUSLY TESTED

UNTIL TWENTY (20) CONSECUTIVE TESTS PASS, THEN RESUME INITIAL TESTING FREQUENCY.

B. TORQUE WRENCH METHOD: TEST ANCHORS TO THE TORQUE LOAD INDICATED IN THE TABLE WITH ONE-HALF TURN OF THE NUT.

HYDRAULIC RAM METHOD: APPLY PROOF TEST LOAD WITHOUT REMOVING THE NUT. IF IT IS NOT POSSIBLE TO TEST WITH THE NUT INSTALLED, REPLACE THE NUT WITH A THREADED COUPLER TO THE LOAD. ANCHOR IS ACCEPTABLE IF NO MOVEMENT IS OBSERVED AT THE TEST LOAD. MOVEMENT MAY BE DETERMINED WHEN THE WASHER UNDER THE NUT BECOMES LOOSE.

TEST 50% OF ANCHORS PER ONE OF THE FOLLOWING METHODS AND IN ACCORDANCE WITH THE VALUES SHOWN IN THE TABLE:

FD = FLOOR DRAIN

5/8'' DIA.

3/8'' DIA.

1/2'' DIA.

SIZE

3-1/4''

4''

1-1/4''

2-1/2''

MIN. EMBED

3/4'' DIA. 1254-3/4''

1/4'' DIA.

TORQUE LOAD (FT-LBS)

KB-TZ2 (SS) ANCHORS IN MASONRY

TORQUE LOAD (FT-LBS)

HILTI KB TZ2 (SS) ANCHORS IN CONCRETE

MIN. EMBED

HILTI HIT-HY 200 ADHESIVE ANCHORS IN CONCRETE

1,050 LBS

PULL TEST LOAD (LBS)

SCA

= SURGE CHAMBER ACCESS

HEAT EXCHANGER

TP = THERAPY POOL

SP = SWIMMING POOL

MR-5

MR-4

MR-8

MR-4

PH PH

PHPH

PH PH

PHPH

PH PH PH

PH PH

PSPSPSPS

PS PS

PSPH PHPH

3'' TP RETURN

8'' SP RETURN

8''

8''8''8''

2" FILL

PIPE SUPPORTPS = 5-6

MR-8

SP-6

VG/PG PANEL

VG/PGVG/PG

4" HOUSE KEEPING PAD

PH PH

BFV

POOL WASTE

BYPASS LINE

BFV

CCD 07

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CCD

MR-4

DETAILS

RATING HEALTH HAZARD FLAMMABILITY HAZARD REACTIVITY HAZARD

CAN BE LETHAL MAY EXPLODE AT NORMAL

TEMPERATURES AND PRESSURES

MAY EXPLODE AT HIGH

TEMPERATURES OR SHOCK

IGNITES AT ABOVE 73° F, BELOW 100°

CAN CAUSE SERIOUS OR PERMANENT

INJURY

EXTREMELY FLAMMABLE. IGNITES AT

BELOW 73° F.

VIOLENT CHEMICAL CHANGE AT HIGH

TEMPERATURES OR PRESSURES

CAN CAUSE TEMPORARY

INCAPACITATION OR RESIDUAL

INJURY

NORMALLY STABLE. HIGH

TEMPERATURES MAKE UNSTABLE

CAN CAUSE SIGNIFICANT IRRITATION IGNITES AT ABOVE 200° F.

IGNITES AT ABOVE 100° F, BELOW

200° F.

STABLEWILL NOT BURNNO HAZARD

SPECIFIC HAZARD

OXIDIZER:

ACID:

CORROSIVE:

ALKALI:

USE NO WATER:

RADIATION HAZARDS:

POLYMERIZES:

ACID

COR

ALK

NOTES:

CONFIRM SIGNAGE WITH LOCAL FIRE MARSHALL AND/OR BUILDING CODES PRIOR TO INSTALLATION. SIGNS SHALL

SIGNS SHALL BE SIZES AND COLORS PER CODE MOUNTED AT +60" A.F.F. ON DOORS AT CHEMICAL ROOMS.

CONFORM TO NFPA 704.

BLUE

WHITE

RED

YELLOW

REACTIVITY

HAZARD

SPECIFIC

HAZARD

FLAMMABILITY

HAZARD

HEALTH

HAZARD

COMMON NAME CHEMICAL NAME CAS # FORM JUSTIFICATION% COMP.

QUANT.

STORED

(NOT USED)

QUANT. IN USE

(USE-CLOSED)

LOCATION

(STORAGE & USE)

HAZ.

CLASSES

MAXIMUM

ALLOWABLE

QUANTITY

SODIUM BISULFATE 93% 7681-38-1 TABLET 45 lbs. 45 lbs. CHEM. ROOM MSDSIRRITANTSODIUM BISULFATE NO LIMIT

65% 7778-54-3 TABLET 45 lbs. CHEM. ROOM MSDSCALCIUM

HYPOCHLORITE

CALCIUM

HYPOCHLORITE 150 lbs. OXIDIZER1,150 lbs.

NO SCALE

SYSTEM ELEVATION

CHLORINATOR

SYSTEM PLAN

P P

FLOW

1 1/2" SLIP X MPT SCH. 40 PVC MALE ADAPTOR3

1 1/2" SLIP X SLIP SCH. 40 PVC 90° ELBOW

1 1/2" SOLENOID VALVE

1 1/2" FLOWMETER

1 1/2" GATE VALVE1

ITEM

1 TANK DRAIN PLUG4

24 1/2"x48 1/2"x25" ALUMINUM STAND W/ ANCHOR ANGLES

ELECTRICAL CONTROL PANEL, WIRE & CONDUIT

1 1/2" SLIP X SLIP SCH. 40 PVC TEE

1 1/2" SCH. 40 PVC PIPE

1 1/2" PVC BULKHEAD FITTING

10 1

HIGH WATER SHUT-OFF SWITCH

BILL OF MATERIAL

DESCRIPTION

1 1/2" FLOAT VALVE ASSEMBLY

22 GALLON PVC SOLUTION TANK

3150 CHLORINATOR

QUAN.

11 9 15 14 9 13 2 18 17 16

20 21 22

-1

/2'

48-1/2''

18 17 16

11 9

795 9

1112118

INLET

OUTLET

48-1/2''

1/2''Ø SS HILTI KB-TZ WITH 3-1/4''

MIN. EMBED (INSTALL PER ESR

CC ESR-1917) FOUR (4) TOTAL.

NO SCALE

22 STA-RITE DURA-JET 1 1/2 H.P. BOOSTER PUMP

1 1/2" SLIP X SLIP SCH. 40 PVC 90° ELBOW

1 1/2" SCH. 40 PVC PIPE

1 1/2" PVC BULKHEAD FITTING

3" SLIP X MPT SCH. 40 PVC MALE ADAPTOR

3" SLIP X SLIP SCH. 40 PVC 90° ELBOW

3" SCH. 40 PVC PIPEAR

18 1

QUANTITIES OF CHEMICALS DO NOT EXCEED THE QUANTITIES LISTED IN CBC TABLES 307.1 (1) AND 307.1 (2).

FOR CARBON DIOXIDE GAS SEE TABLE 1.12.8(b) OF THE NFPA. 6,000 FT3 ALLOWABLE OR 686 lbs. STORAGE PER CONTAINED AREA

CARBON DIOXIDE 100% 124-39-9 LIQUID 0 lbs. 600 lbs. CHEM. ROOM MSDSCRYOGENICCARBON DIOXIDE 686 lbs.

PROVIDE HARD WIRED CO2 DETECTOR 'ANALOX SENSOR TECHNOLOGY' MODEL #AP1 KIT SENSOR AND STROBE UNITS 120V HARD WIRED W/ STROBE LIGHT AND AUDIBLE ALARM. SENSOR MOUNTED 18 INCHES A.F.F. AND ALARM LEVEL BETWEEN 70-76 INCHES AND WITHIN VISIBLE EYESIGHT OF DOOR. TO BE SET TO DETECT

CO2 GAS IN LEVELS IN EXCESS OF THE PEL. PROVIDE IN EACH ROOM CONTAINING CO2.

NO SCALE

ISOLATION BALL VALVE

SURGE CHAMBER

6'' A

DOMESTIC WATER SUPPLY

COPPER PIPE TYPE 'L' WITH

'ZURN' Z-1700 SIZE 200 WATER

HAMMER ARRESTOR

FILL TO 6''

EQUALIZER LINE VIA

AIR GAP

CONNECTED TO

SURGE CHAMBER

SIZE PER PLAN

ISOLATION BALL VALVE

3'' DOMESTIC WATER SOURCE

MANUAL FILL BYPASS

3x3x3/4 TEE WITH F.I.P.

ADAPTER

'NIBCO' #C56-VB HOSE

BIBB WITH 3/4'' M.I.P.

ADAPTER

OPERATIONAL

BECSYS

BECSYS LIQUID

LEVEL SENSOR

#1100213, 8FT. LONG

BALL VALVE

WATER LEVEL

'CLA-VAL' #136-01BY-3''

SOLENOID CONTROL VALVE

8'' STILLING PIPE

-20

-30 60

-10

Hg psi

SNUBBER

'PETCOCK' MODEL #A10, BRASS

4-1/2'' S/S CASED LIQUID FILLED PRESSURE

GAUGES SHALL HAVE A DIAL RANGE

PRESSURE OF 60psi AND VACUUM RANGE OF 30'' Hg THE MINOR GRADUATIONS SHALL HAVE A PRESSURE OF 2psi AND VACUUM OF 2'' Hg, 1/4'' NPT PER

SPECIFICATIONS.

NOTES:

PRESSURE GAUGES SHALL BE INSTALLED BY

MEANS OF DRILLING AND TAPPING PIPE TO

BE MONITORED. THE GAUGE SHALL THEN BE

THREADED INTO THE PIPE. PROVIDE WITH

SNUBBER AND PET COCK.

GAUGE MAY BE USED WHEREVER CRUCIAL

VACUUM OR PRESSURE READINGS ARE

ESSENTIAL.

PEC

O .D

ILL

PIPE AS SHOWN

ON PLAN AND

ELSEWHERE

AS DETAILED

REQUIREMENTS

SIZE SHOWN ON

TABLE - INSTALL

PER MANUFTURER'S

"LINK-SEAL" TO

PIPE SEAL PER

OTHERWISE

WALL UNLESS

NOTED

CENTER

SEAL IN

ACTUAL PIPE

NOTE: VERIFY

DIMENSION PRIOR

TO ORDERING SEAL

OUTSIDE DIA.MASONRY WALL

AS DETAILED

ELSEWHERE

CONCRETE OR

CAST-IN-PLACE

(N O

1/2''

E N

ILL

INS

IDE

(I.D

O U

2.00.840 LS-200

. O F L

3/4'' 2.51.050 LS-275 5

1'' 3.01.315 LS-300 4

1-1/4'' 3.01.660 LS-275 7

1-1/2'' 3.51.900 LS-300 5

2'' 4.02.375 LS-300 6

2-1/2'' 4.02.875 LS-200 9

3'' 5.03.50 LS-300 8

3-1/2'' 6.04.00 LS-325 5

4'' 6.04.50 LS-300 10

5'' 8.05.563 LS-425 6

6'' 10.06.625 LS-475 10

8'' 12.08.625 LS-475 12

10'' 14.010.75 LS-400 10

12'' 16.012.75 LS-400 12

14'' 16.014.00 LS-325 15

16'' 18.016.00 LS-325 17

18'' 23.018.00 LS-500 16

20'' 25.020.00 18 22'' 27.022.00 19 24'' 29.024.00 21 26'' 31.026.00 23 28'' 33.028.00 24 30'' 35.030.00 26 32'' 37.032.00 28 34'' 39.034.00 29 36'' 41.036.00 30

LS-500

NO SCALE

FOUR (4)-1/2''Ø x 3-1/4'' MIN. EMBED.

STAINLESS STEEL HILTI KB-TZ2

EXPANSION ANCHORS (ICC ESR-4266)

'SP' 'SP1'

NO SCALE

AOHA

3'-6''

4'-0''

5'-0''

7'-0''

8'-0''

8'-3''

3'-6''

8'-0''

0-0"

-3-0"

-6" -12"

-1-6"

-2-6"

-3-6"

1. REFERENCE SHEET G102 FOR FIRE RATING REQUIREMENTS.

2. REFERENCE SHEET A611 FOR DOOR, WINDOW, AND LOUVER TYPES AND SCHEDULES.

3. SEE SP AND MR DRAWINGS FOR POOL ASSEMBLIES.

FLOOR PLAN GENERAL NOTES

A201 C1

A2 01 B1

A201 A1

A2 01D1

MEN'S

LOCKER

ROOM

A1 A301

D3 A301

OFFICE

GUARD

POOL

EQUIPMENT

BOILER

STORAGE

C D E F G

B1 A302

A424 A1 D1

ELECTRICAL

A J

A401

LAUNDRY

8 1 /4"

115.A/B

116.A

116.B/C

118.A

C/ D

A1 A311

B3 A303

A2 A312

FAMILY

CHANGE 2

FAMILY

CHANGE 1

RECEPTION

LOBBY

WOMEN'S

LOCKER

ROOM

- 0

- 8

- 9

2" 1'

- 1 0"

4" 4'

- 7 3/

4" 6'

- 4 1/

4" 4'

- 7 3/

4" 6'

- 4 1/

4" 4'

- 7 3/

4" 6'

- 4 1/

4" 4'

- 7 3/

196' - 10" 32' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"54' - 10"

4" 5'

- 8

- 4

103.B/C

101.D 11' - 5"24' - 0"10' - 4"6' - 0"69' - 0"

75' - 0" 10' - 4" 24' - 0" 11' - 5"

B1 A301

12' - 0"

101.A/B

A301

D1 A301

W4W3

IW2

A2 A302

SWIMMING POOL THERAPY POOL

A402

PATIO

2' - 0 1/8"12' - 8"7' - 0"4' - 0"8' - 4"

ENTRY

D1 A302

32' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"32' - 10"

A2 A311

A1 A312

SEE STRUCTURAL

AND LANDSCAPING

FOR RETAINING WALL

20' - 0" 1' - 4" 22' - 0" 20' - 8" 1' - 4" 20' - 8" 1' - 4" 14' - 0" 6' - 8" 1' - 4" 4' - 0" 1' - 4" 4' - 0" 1' - 4" 10' - 8"

- 4

3/ 8"

- 0

.20

'-0

- 0

6 3

/8" 6'

- 8

- 3

5/ 8"

- 0

- 8

- 4

3/ 8"

- 0

- 6 1/

1 1

/2"

101.C

DOWNSPOUT (07 62 00)

A201 A1a

A201

NATATORIUM

STORAGE

103A

W. SHOWER

W. TOILET

M. TOILET

SEE LANDSCAPING

FOR RETAINING WALL

DOWNSPOUT (07 62 00)

51.938'

51.938'51.938'

51.919'

51.816'

51.858'

51.915'

51.949'

51.907'

51.938'51.668'

51.871'

HP HP HP

HPHPHP

52.000' FFE

Deck at wall, all areas

Deck at back of gutter, both pools

THICKENED SLAB

FOR POOL SLIDE

8' - 0" 15' - 0"

- 6

A401

S-1

S-2

S-4 S-3

S-5 S-6

S-5S-6S-7

9' - 2"

A423

B2 A301

REFER TO

LANDSCAPE FOR

SITE WALL

A/ B

G H

A2 01 B1

A301

MECHANICAL

ROOM LOFT

A3 A311

D1 A301

W4AA

ATTIC ACCESS DOOR

AND STAIR (08 31 25)

ATTIC ACCESS DOOR

AND STAIR (08 31 25)A5

A311

A2 A311

A311

A201

ROOF HATCH (07 72 33)

ABOVE

LADDER (05 51 33)

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6/2 8/2

3 1

1:5 8:0

1 A M

\\S

Us er s\b ec ky \M y D oc um en ts\

_N eh ale m_ v2

.15 .23

_b tho m as

2.r vt

, N

O R

CRS

BJT

CONSTRUCTION DOCUMENTS

15 JAN 2023

FIRST FLOOR

PLAN

A111

1/8" = 1'-0"A111

A1 FIRST FLOOR PLAN PLAN

NORTH

1/8" = 1'-0"A111

D1 SECOND FLOOR MECHANICAL LOFT PLAN

NORTH

FFE

SPOT ELEVATION TAG

GRADE BREAK

SCORE JOINT

SCORE JOINT/HIGH POINT

S - #

XX.XXXX'

HIGH POINT = SAME ELEVATION AS FFE UNLESS

OTHERWISE NOTED

FINISHED FLOOR ELEVATION = 52.000' AT ALL FLAT FLOORS AND

FLOORS AT WALL LINE WHERE SLOPED TO DRAIN

FLOOR PLAN SYMBOL LEGEND

SIGN TYPE - REFER TO SPECIFICATIONS

2 17 FEB 23 ADD 04

8 15 JUN 23 CCD 07

9 26 JUN 23 ASI 01

10 10 APR 23 CCD 05

1/4''=1'-0''

= MAIN DRAIN

= 'NO DIVING' MARKER

DEPTH MARKER

UL UNDERWATER LIGHT=

HR HANDRAIL=

BS BACKSTROKE STANCHION=

NR 'NO RUNNING' MARKER=

RA ROPE ANCHOR=

GR GRABRAIL=

3,408 SQ. FT.

4 HR. TURNOVER

VOLUME

SURFACE AREA

= 583 GPM

139,945 GAL

3'-6" - 8'-3"DEPTH

PERIMETER

250 FT.

RP RACING PLATFORM=

MGC MOVEABLE GUARD CHAIR=

SHORT COURSE-25YDS: (ALLOWS FOR TOUCH PADS AT ONE

(2'-7\'') BELOW THE SURFACE OF THE WATER AT ALL

VERTICAL PLANE 0.3M (12'') ABOVE AND 0.8M.

TOLERANCE AGAINST LENGTH SHALL EXTEND IN A

POINTS OF BOTH END WALLS TYP. OF ALL COURSES.

END) 75'-0 5/16'' MIN.: 75'-1 3/16'' MAX.

THE INDEPENDENT LICENSED SURVEYOR SHALL FILL

OUT, NOTARIZE AND FILE OFFICIAL CERTIFICATION

FORM(S) WITH USA SWIMMING.

AL ACCESSIBLE LIFT=

SP-4

THE CONTRACTOR SHALL RETAIN AN INDEPENDENT LICENSED SURVEYOR

TO PROVIDE PROOF OF COMPLIANCE FOR REQUIRED POOL LENGTHS AS

FOLLOWS: (RECOMMEND PATRELL ENG. GROUP (626) 335-4362)

SP-7

SP-9

4'-0"

5'-0''

6'-0''

7'-0''

8'-0''

8'-3''

3'-6''

9'- 5"

'-9

'-2

8'- 7"

'-9

9'-

'-0

'-1

'-0

3'- 6"

'-1

3'-

'-1

5'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 5'-0"

1'-6"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"1'-6"

45'-0"

3'- 6"

'-4

'-1

2'- 0"

3'- 4"

'-9

9'-

'-3

1'-6" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 1'-6" 1'-0" 5'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 10'-0"

50'-0"

RAUL RA RA RARAUL RAUL

18X36

18X136

8'-0''

RA RAUL RA RA RARAUL RAUL

5'- 0"

'-0

'-1

'-0

RARA

4" WIDE CAUTION MARKING ACROSS

POOL BOTTOM AND UP VERTICAL

WALLS W/ CONTRASTING TILE.

2'- 0"

3'-0"

TYP.

CONTRASTING TRIM

TILE ON STEPS W/

NON-SLIP FINISH, TYP.

6'' CONC. SLAB

#4 @ 12'' O.C. E.W.

CENTERED IN SLAB

4'-0''

3'-6''

LIFELINE WITH FLOATING BOUYS

AT 7'-0" MAX SPACING

4'-6''

5'-0''

8'-0''

RP RP RP RP RP RP

8'-0''

NDND

5'-0''

4'-6''

4'-0"

A C ROBERTSON | SHERWOOD | ARCHITECTS PC 2019 ORIGINAL SHEET SIZE: 30"x42"

ISSUE:

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100% CONSTRUCTION DOCUMENTS

15 JANUARY 2023

31 MAY 2023 OHA REVIEW

CCD 07

4'-6"

SP-1

SWIMMING POOL

LAYOUT PLAN

NORTH

SP-4

SP-7

SP-5

SP-10

SP-8

SP-7

SP-8

SP-7

6'- 0"

'-1

9'- 5"

5'- 0"

POOL SLIDE - SEE

ADD ALTERNATES

SP-6

LOCKING GATE

AND FENCE, SEE

ARCHITECTURAL

PLANS

WATER SLIDE CONSTRUCTION,

INSTALLATION AND MAINTENANCE

SHALL COMPLY WITH THE

REQUIREMENTS LISTING IN OAR

338-060-0090.

CCD 07

1/4''=1'-0''

= MAIN DRAIN

= 'NO DIVING' MARKER

DEPTH MARKER

UL UNDERWATER LIGHT=

HR HANDRAIL=

BS BACKSTROKE STANCHION=

NR 'NO RUNNING' MARKER=

RA ROPE ANCHOR=

GR GRABRAIL=

3,408 SQ. FT.

4 HR. TURNOVER

VOLUME

SURFACE AREA

= 583 GPM

139,945 GAL

3'-6" - 8'-3"DEPTH

PERIMETER

250 FT.

RP RACING PLATFORM=

MGC MOVEABLE GUARD CHAIR=

SHORT COURSE-25YDS: (ALLOWS FOR TOUCH PADS AT ONE

(2'-7\'') BELOW THE SURFACE OF THE WATER AT ALL

VERTICAL PLANE 0.3M (12'') ABOVE AND 0.8M.

TOLERANCE AGAINST LENGTH SHALL EXTEND IN A

POINTS OF BOTH END WALLS TYP. OF ALL COURSES.

END) 75'-0 5/16'' MIN.: 75'-1 3/16'' MAX.

THE INDEPENDENT LICENSED SURVEYOR SHALL FILL

OUT, NOTARIZE AND FILE OFFICIAL CERTIFICATION

FORM(S) WITH USA SWIMMING.

AL ACCESSIBLE LIFT=

SP-4

THE CONTRACTOR SHALL RETAIN AN INDEPENDENT LICENSED SURVEYOR

TO PROVIDE PROOF OF COMPLIANCE FOR REQUIRED POOL LENGTHS AS

FOLLOWS: (RECOMMEND PATRELL ENG. GROUP (626) 335-4362)

SP-7

SP-9

4'-0"

5'-0''

6'-0''

7'-0''

8'-0''

8'-3''

3'-6''

9'- 5"

'-9

'-2

8'- 7"

'-9

9'-

'-0

'-1

'-0

3'- 6"

'-1

3'-

'-1

5'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 5'-0"

1'-6"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"1'-6"

45'-0"

3'- 6"

'-4

'-1

2'- 0"

3'- 4"

'-9

9'-

'-3

1'-6" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 1'-6" 1'-0" 5'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 10'-0"

50'-0"

RAUL RA RA RARAUL RAUL

18X36

18X136

8'-0''

RA RAUL RA RA RARAUL RAUL

5'- 0"

'-0

'-1

'-0

RARA

4" WIDE CAUTION MARKING ACROSS

POOL BOTTOM AND UP VERTICAL

WALLS W/ CONTRASTING TILE.

2'- 0"

3'-0"

TYP.

CONTRASTING TRIM

TILE ON STEPS W/

NON-SLIP FINISH, TYP.

6'' CONC. SLAB

#4 @ 12'' O.C. E.W.

CENTERED IN SLAB

4'-0''

3'-6''

LIFELINE WITH FLOATING BOUYS

AT 7'-0" MAX SPACING

4'-6''

5'-0''

8'-0''

RP RP RP RP RP RP

8'-0''

NDND

5'-0''

4'-6''

4'-0"

A C ROBERTSON | SHERWOOD | ARCHITECTS PC 2019 ORIGINAL SHEET SIZE: 30"x42"

ISSUE:

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31 MAY 2023 OHA REVIEW

CCD 07

4'-6"

SP-1

SWIMMING POOL

LAYOUT PLAN

NORTH

SP-4

SP-7

SP-5

SP-10

SP-8

SP-7

SP-8

SP-7

6'- 0"

'-1

9'- 5"

5'- 0"

POOL SLIDE - SEE

ADD ALTERNATES

SP-6

LOCKING GATE

AND FENCE, SEE

ARCHITECTURAL

PLANS

WATER SLIDE CONSTRUCTION,

INSTALLATION AND MAINTENANCE

SHALL COMPLY WITH THE

REQUIREMENTS LISTING IN OAR

338-060-0090.

CCD 07

1 SWIMMING POOL STRAINER: 'MER-MADE' F.O. SERIES FRP REDUCING BASKET STRAINER: 0NE (1) 8''x6'' STANDARD AND TWO (2) STAINLESS STEEL STRAINERS EA. (150lbs.)

PER MANUFACTURER'S RECOMMENDATIONS. ONE (1) SYSTEM TOTAL.

WATER CHEMISTRY CONTROLLER(S): PROVIDE ETHERNET CONNECTION TO EACH CONTROLLER.

· SWIMMING POOL 'BECSYS' CS-BECSYS7-BP-E WATER CHEMISTRY CONTROLLER. PROVIDE COMPLETE

SYSTEM CONTROL PACKAGE. 'BECSYS SYSTEM 7', 'IMPACT', 'WALLACE & TIERNAN' OR APPROVED EQUAL.

ONE (1) TOTAL.

· THERAPY POOL 'BECSYS-5', OR EQUAL. ONE (1) TOTAL.

REFER TO ELEC. PLANS FOR ALL ADDITIONAL INFO.

PUMP PIT: 6'-6''x15'-0''x6'-0'' DEEP. PROVIDE 2''Ø GALV. STANDARD STEEL PIPE GUARDRAIL. PROVIDE FLOOR DRAIN TO WASTE. PROVIDE WATERPROOFING PER SPECIFICATIONS. ACCESS LADDER TO BE 'FIBERGRATE'

DYNARAIL FRP OR EQUAL.

LIGHTING CONTROL PANEL: REFER TO MCC PANEL WITH BUILT-IN TIMER AND CONTROLS. PROVIDE REMOTE UNDERWATER LIGHT CONTROLS WITHIN LIFEGUARD OFFICE. COORDINATE INSTALLTION OF REMOTE

CONTROLS WITH ALL TRADES AND ARCHITECT.

BACKWASH PIT: 5'-6'' x 6'-6'' x 6'-0'' DEEP WITH 8''Ø P-TRAP OUTLET TO SEWER. PROVIDE WATERPROOFING PER

SPECIFICATIONS. COORDINATE WITH STRUCTURAL AND PLUMBING PLANS.

EYEWASH/SHOWER: HAWS MODEL #8309WC BARRIER FREE COMBINATION SHOWER AND EYE/FACE WASH WITH CORROSION RESISTANT PROTECTION. SEE MEP SHEETS FOR SUPPLY PIPING. ONE (1) TOTAL.

POOL OPERATOR WORKSTATION DESK: 'TOTAL LAB SOLUTIONS' EPOXY COUNTERTOP WITH DROP-IN SINK AND TWO (2) END CABINETS. FURNISH WITH WALL MOUNTED TWO (2) FAUCETS 'BROEN BOSS' OR APPROVED EQUAL.

SEE MEP PLANS FOR WATER SUPPLY PIPING.

DEEP. COORDINATE MOUNTING LOCATION TO MAINTAIN DESIRED CLEARANCES, 208V 3PH.

1/4''=1'-0''

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CCD 07

MECHANICAL

ROOM PLAN

MR-1

MK-515 FLOSENSOR WITH DIGITAL READ-OUT. ONE (1) SYSTEM TOTAL.

THERAPY POOL CIRCULATION PUMP: 'PENTAIR' WHISPERFLO XF-VS #022035; 5HP; 208V RATED AT 145 GPM AT 60 FT TDH WITH INTEGRAL STRAINER, VARIABLE FREQUENCY DRIVE AND FLOW SENSOR KIT #970148L.

THERAPY POOL FILTER: 'PENTAIR' TRITON #TR-100C-3 HI-RATE PERMANENT MEDIA FILTERS WITH 9.82 SQ. FT.

SYSTEM TOTAL.

THERAPY POOL AND SWIMMING POOL SLIDE ULTRA VIOLET TREATMENT SYSTEM: 'EVOQUA' WAFER UV MODEL WF-115-3-N, VALIDATED AT 220 GPM, 3'' FLANGED CONNECTION IN-LINE UV WITH ONE (1) LAMP @ 1,500 WATTS.

CONTROL UNIT 23''x31''x12'' DEEP. (121 lbs.). PROVIDE PIPING BYPASS, VALVING, ETS EZ VALVE STRAINER AND INSTALLATION AND PIPING PER MANUFACTURER'S RECOMMENDATIONS. ONE (1) SYSTEM TOTAL.

TWO (2) FEED SYSTEMS REQUIRED. PROVIDE WITHIN MECHANICAL ROOM HARD WIRED 'ANALOX' #API KIT CO2 DETECTOR WITH AUDIBLE AND VISUAL ALARMS, UL 1971 STANDARD LISTED, ONE (1) TOTAL.

NECESSARY.

EQUIPMENT

BOILER

13 13 14

BACKWASH

PUMP PIT

-6'-0"

THERAPY POOL

SURGE TANK

5'-0"x10'-0"x11'-0"

SEE STRUCTURAL PLANS

LAP POOL

SURGE TANK

5'-0"x10'-0"x11'-0"

SEE STRUCTURAL PLANS

ROOM

INSTRUCTIONS.

1,2

MR-6

MR-5

MR-3

1,4,5

MR-5

MR-3

MR-6

MR-5

MR-3

1-3

MR-7

MR-5

4,5

MR-3

MR-5

4,5

MR-3

MR-5

7-9

MR-3

MR-5

MR-4

MR-5

1,2,3,6,7

MR-5

MR-6

MR-4

MR-8

MR-6

MR-8

MR-3

MR-6

'SP' 'SP1'

ATTIC CLEARANCE

COORDINATE WITH ALL TRADES

SP UV CONTROLLER

POOL WORKSTATION

SURGE TANK ACCESS HATCH,

POOL CONTRACTOR TO COORDINATE

INSTALLATION WITH ALL TRADES

SHOWER

EYEWASH/

EMERGENCY18

750LB CO2 TANK

LID +18"

SP SCH

80 CPVC

HX POC CO2 REMOTE

FILL +48" A.F.F.

ACCESS LADDER, TYP.

LINK

SEAL TYP.

12'' AIR

GAP

4" HOUSE KEEPING PAD

CO2 INJECTION

INFORMATION

SIGNAGE

HAZARDOUS

ACCESS LADDER W/ GUARD

RAIL, POOL CONTRACTOR TO

COORDINATE INSTALLATION

WITH ALL TRADES

SWIMMING POOL AND THERAPY POOL HEAT EXCHANGER POC, SEE MEP FOR CONTINUATION.22

BFV BFV

BFV

TP CIRC

PUMP

3''

BFVBFV

6'' TP GUTTER OUTLET

BFV

4'' FV

SCA

4" SURGE

CHAMBER

TEE SUCTION

AT +6'' A.F.F.

4''

SCA

3''

3" BW

3''TP FILTERS

3''

TP UV

SYSTEM

BFV

BFVBFV

BFV

BVBV

BFV

3''FM3

TP CHLORINE

TABLET FEEDER 12

BFV 1'' 1''

SP CIRC

PUMP 2

SP STRAINER

BFV

10'' SURGE

CHAMBER

TEE SUCTION

AT +6'' A.F.F.

BFV

8'' FV

BFV

8''

SP FILTERS

8''

6" BW

6'' 8''

BFV

SP UV

SYSTEM

BFV

BFVBFV

SP CHLORINE

TABLET FEEDER 12

1'' 1''

BV BV

BFV

TP SCH 80

CPVC HX POC

TP CO2 FEEDER 11

SP CO2 FEEDER 11

LIGHTING CONTACTOR PANEL 19

SP SLIDE UV CONTROLLER 9

TP UV CONTROLLER 9

SMART PUMP VARIABLE SPEED DRIVE 2

ELEC. PANEL 'SP' 14

ELEC. PANEL 'SP1' 14

13TP WATER CHEMISTRY

CONTROLLER

SP WATER CHEMISTRY

CONTROLLER

SP & TP FILL SYSTEMS

W/ 2'' COLD WATER TO

SURGE CHAMBER VIA 2''

'CLA-VAL' FILL SYSTEM

MR-4

CURB +6" AFF

N W

SP-6

MR-4

PUMP PAD

2" CW SOURCE W/

RPBFP

MANUAL FILL BYPASS

4" HOUSE KEEPING PAD

6'' TP GUTTER OUTLET

4'' TP MAIN DRAIN SUCTION

8'' SP GUTTER OUTLET

8'' SP MD SUCTION

3/4'' HS FILL

2'' SP SLIDE RETURN

3'' SURGE

CHAMBER

TEE SUCTION

AT +6'' A.F.F.

3''

2" FILL THROUGH HOLE IN SURGE TANK LID, TYP.

BFV

= BUTTERFLY VALVE

BALL VALVE

FLOW METERFM =

CV = CHECK VALVE

CW = COLD WATER

PIPE HANGERPH =

VACUUM / PRESSURE GAUGEPG/VG =

BW = BACKWASH

· THE PIPING SYSTEM SHALL HAVE DIRECTION OF FLOW ARROWS INDICATED ON THE PIPES.

· CONTRACTOR TO PROVIDE A FLOW DIAGRAM OF THE POOL PIPING SYSTEM WITH OPERATION INSTRUCTIONS.

· THE FLOW DIAGRAM AND INSTRUCTIONS SHALL BE AVAILABLE ON THE PREMISES AT ALL TIME

· ALL PLUMBING BELOW GRADE SHALL BE SCH 40 PVC AND ALL PLUMBING ABOVE GRADE SHALL BE SCH. 80 PVC

PIPE, UNLESS NOTED OTHERWISE.

· MECHANICAL ROOM AND PLUMBING IS SCHEMATIC IN NATURE. POOL CONTRACTOR TO COORDINATE

MECHANICAL EQUIPMENT PLACEMENT, UTILITIES, EQUIPMENT PADS, DISCONNECTS, EQUIPMENT

INTERCONNECTIONS, PLUMBING SUPPORTS AND ALL NECESSARY APPURTENANCES FOR A FULLY

FUNCTIONAL, CODE COMPLIANT SYSTEM

1. EXPANSION OR WEDGE ANCHORS INTO CONCRETE: HILTI KB TZ (ICC ESSR-1917) OR SIMPSON STRONG BOLT (ICC ESR-1771) TO BE INSTALLED

IN ACCORDANCE WITH ICC REPORT AND MANUFACTURER'S RECOMMENDATIONS.

2. EXPANSION OR WEDGE ANCHORS INTO MASONRY: HILTI KB 3 (ICC ESR-1385) OR SIMPSON WEDGE-ALL (ICC ESR-1396) TO BE INSTALLED IN

ACCORDANCE WITH ICC REPORT AND MANUFACTURER'S RECOMMENDATIONS.

3. UNDERCUT ANCHORS INTO CONCRETE: HILTI HDA (ICC ESR-1546) TO BE INSTALLED IN ACCORDANCE WITH ICC REPORT AND

MANUFACTURER'S RECOMMENDATIONS.

4. HEAVY DUTY SLEEVE ANCHORS INTO CONCRETE: HILTI HSL-3 (ICC ESR-1545) TO BE INSTALLED IN ACCORDANCE WITH ICC REPORT AND

MANUFACTURER'S RECOMMENDATIONS.

5. FASTENERS SHALL BE STAINLESS STEEL FOR EXTERIOR USE OR WHEN EXPOSED TO WEATHER. PROVIDE GALVANIZED CARBON STEEL

ANCHORS AT OTHER LOCATIONS, UNLESS OTHERWISE NOTED.

6. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMENT.

ABOVE, THE STRUCTURAL ENGINEER WILL DETERMINE A NEW LOCATION.

7. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL

ASSEMBLIES ATTACHED WITH MECHANICAL ANCHORS.

8. ANCHORS SHALL BE PROOF-TESTED BY OWNER'S TESTING AND INSPECTION AGENCY.

9. TEST ANCHORS NO SOONER THAN 24 HOURS AFTER INSTALLATION.

10. APPLY TEST LOAD BY ANY METHOD THAT WILL EFFECTIVELY MEASURE THE TENSION OF THE ANCHOR SUCH AS DIRECT PULL WITH A

HYDRAULIC JACK, TORQUE WRENCH, OR CALIBRATED SPRING LOADING DEVICES, ETC.

11. REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED CLOSE TO THE ANCHOR BEING TESTED, PROVIDED THE ANCHOR IS NOT

RESTRAINED FROM WITHDRAWING BY A BASE PLATE OR OTHER FIXTURE. IF RESTRAINT IS FOUND, LOOSEN AND SHIM OR REMOVE THE

FIXTURE PRIOR TO TESTING.

12. UNLESS OTHERWISE NOTED, PROVIDE MINIMUM EMBEDMENT OF ANCHORS AS SHOWN IN TABLES BELOW.

13.

14. IF ANY ANCHOR FAILS TESTING, REPLACE ANCHOR AND TEST ADDITIONAL ANCHORS OF THE SAME CATEGORY NOT…

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