Final Bid Set.pdf

PDF 15 MB Posted Oct 29, 2025

Attached to: Bridgman Aquatic Center Renovation and Ventilation Upgrades
Solicitation number: RFP-BRPS-260000000206-2
Issued by: Berrien County, Blissfield Village, Michigan

About this file

Written by GovTribe AI · Nov 12, 2025

This is a comprehensive architectural and engineering design document package for the Bridgman Aquatic Center renovation and ventilation upgrades project located at 9964 Gast Road, Bridgman, Michigan 49106. The project scope includes renovation and ventilation upgrades to the existing aquatic center, replacement of roof insulation and membrane, and HVAC system upgrades. The design package includes architectural, structural, mechanical, electrical, and roofing drawings prepared by PAI Design LLC (Architect), ERA Structural Engineering (Structural Engineer), Hallberg Engineering Inc. (Mechanical and Electrical Engineers), and Tremco (Roofing Consultant). The project documents establish the applicable design codes as the 2021 Michigan Building Code, 2023 National Electric Code, 2021 Michigan Plumbing Code, and related state standards. The design addresses three primary levels (Lower Level/Tunnel, Main Level, and Mechanical/Roof level) plus a mezzanine partial level, with specific work scopes including ventilation system demolition and installation, plumbing modifications, electrical lighting and power upgrades, reflected ceiling plan revisions, and interior finish modifications featuring ceramic tile flooring, painted wall murals, and acoustic ceiling panels.

Structural design criteria establish a Risk Category III classification with design live loads of 100 PSF for public areas and corridors, 150 PSF for mechanical spaces, and 125 PSF for storage areas. Wind design parameters include a 114 MPH basic design wind speed with 88 MPH allowable design speed in Exposure Classification C. Snow load design establishes a 50 PSF ground snow load with 38.5 PSF flat roof snow load and 1.1 snow load importance factor. Seismic design applies Importance Factor 1.25 with Seismic Design Category B using site class D parameters. Material specifications include 4,500 PSI concrete for exterior slabs with 0.45 maximum water-to-cement ratio, 60 KSI deformed reinforcement steel, 50 KSI structural steel, and masonry assembly compressive strength of 2,000 PSI. The project includes mechanical equipment schedules specifying a pool dehumidification unit rated at 27,000 CFM with indirect-fired furnace, circulation pumps, gas water heater with 201,000 BTU input, and destratification fans. Interior finishes incorporate ceramic tile flooring (Daltile Keystone in Berry Blend and Moonshine colors), painted wall finishes with accent murals featuring school mascot branding, acoustic ceiling panels, and specialty interior design elements including painted hexagon patterns and branded wall treatments throughout the pool deck areas.

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Other files

File	Type	Posted
Bid Ad.pdf	PDF	Oct 29, 2025
Familial Disclosure Form.pdf	PDF	Oct 29, 2025
Iran-Sanctions Form.pdf	PDF	Oct 29, 2025
Final Spec Set.pdf	PDF	Oct 29, 2025

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Project Number

ISSUE FOR BID:

SHEET

PROJECT TEAM SCHOOL LOGO

NOT TO SCALE

PLUMBING ENGINEER

COMPANY:

STREET:

CITY, STATE, ZIP:

PHONE:

EOR:

CONTACT:

EMAIL:

VICINITY MAP

SITE MAP

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE

Lic. No.:

Date:

TYPED OR PRINTED NAME:

STRUCTURAL ENGINEER

COMPANY:

STREET:

CITY, STATE, ZIP:

PHONE:

EOR:

CONTACT:

EMAIL:

ROOFING CONSULTANT

COMPANY:

STREET:

CITY, STATE, ZIP:

PHONE:

EOR:

CONTACT:

EMAIL:

ARCHITECT

COMPANY:

STREET:

CITY, STATE, ZIP:

PHONE:

AOR:

CONTACT:

EMAIL:

MECHANICAL ENGINEER

COMPANY:

STREET:

CITY, STATE, ZIP:

PHONE:

EOR:

CONTACT:

EMAIL:

ELECTRICAL ENGINEER

COMPANY:

STREET:

CITY, STATE, ZIP:

PHONE:

EOR:

CONTACT:

EMAIL:

OWNER

COMPANY:

STREET:

CITY, STATE, ZIP:

PHONE:

CONTACT:

EMAIL:

PROJECT MANAGER

COMPANY:

STREET:

CITY, STATE, ZIP:

PHONE:

AOR:

CONTACT:

EMAIL:

NOT TO SCALE

/1 /2

P M

PUBMID-008736

10/15/25

A0.1

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V A

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R A

D E

BRIDGMAN AQUATIC CENTER - RENOVATION AND

VENTILATION UPGRADES

G A

S T

R O

A D

B R

M A

A N

9964 GAST ROAD

BRIDGMAN, MICHIGAN 49016

TITLE SHEET

DEFERRED SUBMITTALS

1. - REVIEW OF SPECIAL INSPECTIONS REPORTS

BY OTHERS

SHEET INDEX

SHEET

NUMBER SHEET NAME IS

U E

D F

O R

-1

-2

GENERAL

A0.1 TITLE SHEET ⚫

A0.2 PARTITION TYPES, SYMBOLS, ABBREVIATIONS ⚫

A0.3 CODE DATA AND CODE FLOOR PLAN ⚫

ARCHITECTURAL

A1.1 ARCHITECTURAL SITE PLAN ⚫

A2.1 FLOOR PLANS, DEMOLITION ⚫

A2.2 FLOOR PLANS, NEW WORK ⚫

A3.1 EXTERIOR ELEVATIONS, EXTERIOR MATERIAL FINISH SCHEDULE ⚫

A5.1 GUARDRAIL ELEVATIONS AND SECTIONS ⚫

A7.1 OPENING SCHEDULE, DOOR TYPES, FRAME TYPES ⚫

A8.1 TYPICAL MOUNTING HEIGHTS / INTERIOR ELEVATIONS ⚫

A8.2 INTERIOR ELEVATIONS / RENDERINGS - FOR REFERENCE ONLY ⚫

A9.1 REFLECTED CEILING PLANS, DEMOLITION ⚫

A9.2 REFLECTED CEILING PLANS, NEW WORK ⚫

A10.1 INTERIOR MATERIAL IDENTIFICATION & ABBREVIATIONS ⚫

A10.2 INTERIOR FINISH PLANS ⚫

ROOFING

R4.1 EXISTING DEMOLITION & NEW CONSTRUCTION ROOF AREA PLAN ⚫

R4.2 NEW CONSTRUCTION DETAILS ⚫

STRUCTURAL

S0.0 STRUCTURAL COVER SHEET AND TYPICAL DETAILS ⚫

S0.1 GENERAL STRUCTURAL NOTES ⚫

S1.1 FIRST LEVEL FLOOR PLAN ⚫

S1.2 ROOF PLAN ⚫

MECHANICAL

M0.0 MECHANICAL TITLE SHEET ⚫

M1.0 PLUMBING & PIPING DEMOLITION PLAN - TUNNEL LEVEL ⚫

M1.1 MECHANICAL ROOF DEMOLITION PLAN ⚫

M1.2 PLUMBING & PIPING DEMOLITION PLAN - MECHANICAL ROOMS ⚫

M2.1 VENTILATION DEMOLITION PLAN - MAIN LEVEL ⚫

M3.0 PLUMBING AND PIPING PLAN - TUNNEL LEVEL ⚫

M3.1 PLUMBING & PIPING PLAN - MAIN LEVEL ⚫

M3.2 PLUMBING & PIPING PLAN - MECHANICAL ROOMS ⚫

M5.1 VENTILATION PLAN - MAIN LEVEL ⚫

M7.1 ROOF PLAN ⚫

M8.1 MECHANICAL SCHEDULES ⚫

M9.1 MECHANICAL DETAILS ⚫

ELECTRICAL

E0.0 ELECTRICAL SYMBOLS AND ABBREVIATIONS ⚫

E1.1 ELECTRICAL DEMOLITION PLAN - LEVEL 1 ⚫

E1.2 ELECTRICAL DEMOLITION PLAN - LEVEL 2 ⚫

E2.1 ELECTRICAL LIGHTING PLAN - LEVEL 1 ⚫

E2.2 ELECTRICAL LIGHTING PLAN - LEVEL 2 ⚫

E2.3 ELECTRICAL LIGHTING PLAN - LEVEL 2 ALTERNATE ⚫

E3.1 ELECTRICAL POWER AND TECHNOLOGY PLAN - LEVEL 1 ⚫

E3.2 ELECTRICAL POWER AND TECHNOLOGY PLAN - LEVEL 2 ⚫

E7.1 ELECTRICAL SCHEDULES ⚫

E7.2 ELECTRICAL DETAILS ⚫

9964 Gast Road

Bridgman, Michigan 49106

9964 Gast Road

Bridgman, Michigan 49106

Bridgman Public Schools 9964 Gast Road Bridgman, MI 49106

PAI Design, LLC 767 N. Eustis Street, Suite 190 St. Paul, MN 55114

(651) 642-9200 Gonzalo Villares Raphael Lister rlister@popedesign.com

SITELOGIQ

7900 W 78TH Street, Suite 400 Edina, MN 55439

(612) 493-7906 Zarmina Qazi zarmina.qazi@sitelogiq.com

ERA Structural Engineering 2550 University Ave W 423S St. Paul, MN 55114 Phone: (651) 414-6181 John T. Madden, P.E.

Greg McCool gmccool@eraeng.com

Hallberg Engineering, Inc.

1750 Commerce Court White Bear Lake, MN 55110

(651) 642-9200 John Lindahl Joe Vomela jvomela@hallbergengineering.com

Hallberg Engineering, Inc.

1750 Commerce Court White Bear Lake, MN 55110

(651) 642-9200 Trevor Gilbertson Trevor Gilbertson tgilbertson@hallbergengineering.com

Hallberg Engineering, Inc.

1750 Commerce Court White Bear Lake, MN 55110

(651) 642-9200 Trevor Gilbertson Trevor Gilbertson tgilbertson@hallbergengineering.com

REVISIONS DATE

10-15-25

Tremco 205 S. Washington Ave Albert Lea, MN 56007

(443) 223-9947 George Miks Chad Majewski CMajewski@tremcoinc.com

Ryan Lindahl, P.E.

METAL STUD GAGE AND SPACING TO BE PER MANUFACTURER'S RECOMMENDATIONS FOR EACH APPLICATION UNO. ALL

UL LISTED PARTITIONS ARE TO BE CONSTRUCTED IN FULL COMPLIANCE WITH THE REFERENCED UL DESIGN NUMBERPARTITION TYPES

NUMBER INDICATES STUD THICKNESS ("1" FOR 1 5/8" STUDS,"3" FOR 3 5/8" STUDS, ETC.)

"A" INDICATES GYP BD ON ONE FACE OF STUDS ONLY.

"B" INDICATES ONE LAYER OF GYP BD ON EACH FACE OF STUDS.

"C" INDICATES TWO LAYERS OF GYP BD ON EACH FACE OF STUDS.

"S" INDICATES SOUND ATTENUATING INSULATION BLANKET IN WALL CAVITY, FULL THICKNESS OF

STUDS UNO

"X" INDICATES RATED PARTITION - ALL GYPSUM BOARD TO BE TYPE "X". "X" DESIGNATION IS NOT USED ON

SHAFT WALLS (P10 SERIES) SINCE SHAFT WALLS ARE ALWAYS RATED AS PART OF THE BASIC TYPE.

NUMBER INDICATES PARTITION HEAD DETAIL - SEE BELOW

"L" INDICATES LEAD LINED GYPSUM BOARD. SEE PLANS FOR THICKNESS AND HEIGHT ABOVE FINISHED

FLOOR. USE 16 GAUGE METAL STUDS @ 12" OC IN PARTITIONS WHERE LEAD THICKNESS EXCEEDS 1/16"

AND AT LOCATIONS REQUIRING LEAD PLATE.

"V" INDICATES A VAPOR RETARDER ON THE INTERIOR SIDE OF THE WALL ASSEMBLY UNO. SEAL TO DECK

ABOVE AND TO FLOOR BELOW. SEAL ALL PENETRATIONS.

ALL FIRE RATED WALLS, CORRIDOR SMOKE PARTITIONS & SMOKE BARRIER PARTITIONS ARE TO

EXTEND TO DECK. PROVIDE BACKING/ BLOCKING IN PARTITIONS FOR WALL HUNG ITEMS.

V E

PARTITION HEAD TYPES

1A 2 3 4

PARALLEL TO JOISTS PERPENDICULAR TO JOISTS

MINERAL WOOL FIBER FIRESTOPPING

STRUCTURAL DECK

SECURE THIS SECTION OF

PARTITION TO METAL DECK

& JOIST. MATCH PART. TYPE

OF PART. BELOW.

FIRE CAULK AS

REQUIRED

FASTEN FIRE-RATED

DEFLECTION TRACK

TO BOTTOM OF

METAL DECK

JOIST BEYOND

DEFLECTION HEAD

CONNECTION

DO NOT ATTACH STUDS TO

FIRE-RATED DEFLECTION

TRACK

SEE PLAN FOR PARTITION TYPE

FASTEN FIRE-RATED

DEFLECTION TRACK TO

BOTTOM OF JOIST

SEE PLAN FOR

PARTITION TYPE

SEE REFLECTED CEILING

PLAN & ROOM FINISH

SCHEDULE FOR CEILING

TYPE

EXTEND STUDS TO

STRUCTURE ABOVE TO

BRACE WALL AS

REQUIRED

SEE REFLECTED CEILING

PLAN & ROOM FINISH

SCHEDULE FOR CEILING

TYPE

AT TEGULAR ACT, TRIM

TILES TO LAY FLAT AT

PARTITIONS

SEE PLAN FOR

PARTITION TYPE

SEE PLAN FOR

PARTITION TYPE

TOP OF WALL

SEE PLAN

CORRIDOR SIDE

SECURE THIS SECTION OF

PARTITION TO METAL

DECK & JOIST

JOIST BEYOND

FASTEN LONG LEG

RUNNER TRACK TO

BOTTOM OF JOIST

1 LAYER OF GYP BD TO

DEFLECTION HEAD -

CORRIDOR SIDE ONLY

SEE PLAN FOR PARTITION

TYPE

SEE REFLECTED CEILING

PLAN & ROOM FINISH

SCHEDULE FOR CEILING

TYPE

GYP BD TO DEFLECTION

HEAD IF NO CEILING

DEFLECTION HEAD

CONNECTION

DO NOT ATTACH STUDS TO

RUNNER TRACK

PARTITION TYPE 3A

STRUCTURAL DECK

NON-COMBUSTIBLE

SMOKE STOP

GYP BD TO DEFLECTION

HEAD IF NO CEILING

1 LAYER OF GYP BD TO

DECK - CORRIDOR SIDE

ONLY

IF PARTITION TYPE CALLS

FOR MORE THAN 1 LAYER OF

GYP BD STOP ALL BUT 1 AT

6" ABOVE CEILING

FASTEN RUNNER TRACK

TO BOTTOM OF JOIST

PARTITION WILL

EXTEND TO BOTTOM OF

JOIST

JOIST BEYOND

STRUCTURAL DECK

FASTEN RUNNER TRACK

TO BOTTOM OF JOIST

GYP BD BY GC

PARTITION FRAMING BY

WELLNESS PATIENT ROOM

SUPPLIER

SECURE THIS SECTION

OF PARTITION TO

METAL DECK & JOIST

PARTITION

TYPE 3A

JOIST

BEYOND

DEFLECTION HEAD

CONNECTION

STRUCTURAL DECK

SMOKE SEAL

"D" = STRUCTURAL DEFLECTION AFTER ALL DEAD LOAD

IS IN PLACE:

1.33" AT 40' BAR JOIST SPAN

1.23" AT 36'-9" BAR JOIST SPAN

1.0" AT 30'-0" BAR JOIST SPAN

0.93" AT 28'-0" BAR JOIST SPAN

0.8" AT 24'-0" BAR JOIST SPAN

0.5" AT PERIMETER OF BUILDING

AT ALL TYPE "X" PARTITION TYPES PROVIDE UL DESIGN

DEFLECTION HEAD EQUAL TO PARTITION FIRE-RATING.

"M" INDICATES METAL STUD MATERIAL, "W" INDICATES WOOD STUD MATERIAL.

"R" INDICATES RESILIENT CHANNEL APPLIED TO COMMON SIDE OF WALL SYSTEM

PARALLEL TO JOISTS PERPENDICULAR TO JOISTS

STRUCTURAL DECK

SECURE THIS SECTION OF

PARTITION TO METAL DECK

& JOIST. MATCH PARTITION

TYPE OF PARTITION BELOW.

CAULK AS

REQUIRED

FASTEN DEFLECTION

TRACK TO BOTTOM OF

METAL DECK

JOIST BEYOND

DEFLECTION HEAD

CONNECTION

DO NOT ATTACH STUDS TO

DEFLECTION TRACK

SEE PLAN FOR PARTITION TYPE

FASTEN DEFLECTION TRACK

TO BOTTOM OF JOIST

NON-RATED CONDITION

RATED CONDITION

W3BX

L/R

12" WIDE, FULL WIDTH

5/8" GYP BD, BRACING

AT 48" OC MAXIMUM

VERTICALLY (25 GA

STEEL STUD BRACING

OPTIONAL)

NOTE: THIS CONFIGURATION CAN

NOT BE A FIRE RATED PARTITION

3 5/8" METAL STUDS

5/8" GYPSUM BOARD

3 5/8" METAL STUDS

5/8" GYPSUM BOARD

AIR SPACE

1" GYPSUM SHAFTLINER

ONE HOUR WALL

UL DESIGN U415

SYSTEM A

2 1/2" METAL C-H STUDS 24" OC

5/8" TYPE "X" GYP BD

3 5/8" METAL STUDS

5/8" GYPSUM BOARD

1 5/8" METAL STUDS

5/8" GYPSUM BOARD

M1A

M3A

M10X

BACK WALL HUNG TOILETS

SEE PLAN

21" MINIMUM AT BACK TO

1" GYPSUM SHAFTLINER

5/8" GYPSUM BOARD

3 5/8" METAL STUDS

(2) LAYERS 1/2" TYPE "X" GYP BD

2 1/2" METAL C-H STUDS 24" OC

5/8" GYPSUM BOARD

1 5/8" METAL STUDS

NOTE: THIS CONFIGURATION CAN

NOT BE A FIRE RATED PARTITION

M1B

M3B

M3BX

M11X

1" GYPSUM SHAFTLINER

1/2" TYPE "X" GYP BD

2 1/2" METAL C-H STUDS 24" OC

1/2" TYPE "X" GYP BD

(2) LAYERS 5/8" GYP BD

3 5/8" METAL STUDS

(2) LAYERS 5/8" GYP BD

TWO HOUR WALL

UL DESIGN U419

(2) LAYERS 5/8" GYP BD

1 5/8" METAL STUDS

(2) LAYERS 5/8" GYP BD

5/8" GYPSUM BOARD

1 1/2" RIGID INSULATION

W/ Z FURRING

M1C

M1CX

M3C

M3CX

M12X

1" GYPSUM SHAFTLINER

4" METAL C-H STUDS 24" OC

5/8" TYPE "X" GYP BD

6" METAL STUDS

5/8" GYPSUM BOARD

2 1/2" METAL STUDS

1 1/2" FURRING CHANNELS

5/8" GYPSUM BOARD

M2A

M6A

M13X

1" GYPSUM SHAFTLINER

4" METAL C-H STUDS 24" OC

(2) LAYERS 1/2" TYPE "X" GYP BD

6" METAL STUDS

5/8" GYPSUM BOARD

2 1/2" METAL STUDS

5/8" GYPSUM BOARD

ONE HOUR WALL

UL DESIGN U494

2 1/2" THICK FIBERGLASS INSUL REQD

AT RATED PARTITION CONDITION

EXISTING PARTITION - VIF

5/8" GYPSUM BOARD

M2B

M2BX

M6B

M6BX

M14X

(2) LAYERS 5/8" GYP BD

6" METAL STUDS

(2) LAYERS 5/8" GYP BD

2 1/2" METAL STUDS

(2) LAYERS 5/8" GYP BD

TWO HOUR WALL

UL DESIGN U419

1" GYPSUM SHAFTLINER

4" METAL C-H STUDS 24" OC

1/2" TYPE "X" GYP BD

M2C

M2CX

M6C

M6CX

M15X

ONE HOUR WALL

UL DESIGN U419

TWO HOUR WALL

UL DESIGN U419

ONE HOUR WALL

UL DESIGN U419

TWO HOUR WALL

UL DESIGN U419

TWO HOUR WALL

UL DESIGN U415

SYSTEM B

TWO HOUR WALL

UL DESIGN U415

SYSTEM E

ONE HOUR WALL

UL DESIGN U415

SYSTEM A

TWO HOUR WALL

UL DESIGN U415

SYSTEM B

TWO HOUR WALL

UL DESIGN U415

SYSTEM E

DEFLECTION - STEEL BAR JOISTS

CB8 CB12

NOMINAL

1'-0"

CB10

NOMINAL

10"

CMU PARTITIONS

UL DESIGN U906 AT 2-HR RATED WALLS, UL DESIGN U904 AT 3-HR RATED WALLS

ABBREVIATIONS

℄ CENTER LINE, CENTER

± PLUS OR MINUS

⌀ DIAMETER

∠ ANGLE

SYMBOLS

WALL TYPE

# GRIDS

DETAIL

WALL & BUILDING

SECTION

REVISIONS

XXX

M A

T C

N E

F O

R C

O N

U A

N S

E E

HINGE SIDE

MATCHLINE SYMBOL

DOOR SWING &

NUMBER

EXISTING DOOR

TO REMAIN

OPENING NUMBER

ROOM NUMBER

ELEVATION LAYOUT

POINT

FRAME TYPE

AX.X

SIM

AX.X

Ref

AX.X

X EXTERIOR

ELEVATION

INTERIOR

ELEVATION

X X

EXISTING DOOR

TO BE REMOVED

EXISTING WALL

TO REMAIN

EXISTING WALL

TO BE REMOVED

INDICATION OF MATERIALS

CONCRETE

(SECTION & SURFACE VIEWS)

INSULATED PRECAST

CONCRETE PANEL

(CUT VIEWS)

PRECAST CONCRETE PANEL

(SECTION VIEW)

BRICK

(SECTION VIEW)

CONCRETE BLOCK

(SECTION VIEW)

STONE

(SECTION VIEW)

STRUCTURAL STEEL

(SECTION VIEW)

ALUMINUM

(SECTION VIEWS)

GYPSUM BOARD

(SECTION AND SURFACE VIEWS)

INSULATION-BATT /

SOUND ATTENUATING

(SECTION VIEWS)

INSULATION - SPRAY

INSULATION - RIGID

WOOD BLOCKING

(SECTION VIEWS)

WOOD

(SURFACE VIEWS)

PLYWOOD

(SECTION VIEWS)

COARSE GRAVEL

GRADE

SAND (SECTION)

ARCHITECTURAL PRECAST

(SURFACE)

Project Number

ISSUE FOR BID:

SHEET

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE

Lic. No.:

Date:

TYPED OR PRINTED NAME:

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G A

S T

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A D

B R

M A

A N

PARTITION TYPES,

SYMBOLS,

ABBREVIATIONS

DP DECORATIVE PANEL HDWD HARDWOOD OPNG OPENING T&B TOP AND BOTTOM

DN DOWN HDCP HANDICAPPED OHD OVERHEAD DOOR T TREAD

DIST DISTANCE HDBD HARDBOARD OH OVERHEAD

DISP DISPENSER HC HOLLOW CORE OD OUTSIDE DIAMETER SYS SYSTEM

DIM DIMENSION OC ON CENTER SYM SYMETRICAL

DIAG DIAGIONAL GYP BD GYPSUM BOARD OA OVERALL SW SWITCH

DIA DIAMETER GT GROUT SUSP SUSPENDED

DH DECORATIVE HARDWARE GSF GROSS SQUARE FEET NTS NOT TO SCALE SUBFL SUBFLOORING

DG DECORATIVE GLASS GLU-L... GLUE LAMINATED NSF NET SQUARE FEET STRUCTURAL ENGINEER

DF DRINKING FOUNTAIN GL BLK GLASS BLOCK NRC NOISE REDUCTION... STRUCT STRUCTURE/

DET DETAIL GL GLASS OR GLAZING NOS NOSING STN STAIN

DEPT DEPARTMENT GC GENERAL CONTRACTOR NOM NOMINAL STL STEEL

GB GRAB BAR NO NUMBER STG STORAGE

DEMO DEMOLISH/DEMOLITION GAR GARAGE NIC NOT IN CONTRACT STD STANDARD

CW COLD WATER GALV GALVANIZED STC SOUND TRANSMISSION...

CUH CABINET UNIT HEATER GAL GALLON MW MILLWORK ST STONE

CU CUBIC GA GAUGE MULL MULLION SS STAINLESS STEEL

CTW CERAMIC TILE WALL G GAS MTL METAL SQ SQUARE

CTF CERAMIC TILE FLOOR MP METAL PANEL SPEC SPECIFICATIONS

CTB CERAMIC TILE BASE INSTALLED BY VENDOR MO MASONRY OPENING SNR SANITARY NAPKIN RECEPTOR

CT CERAMIC TILE FVIV FURNISHED BY VENDOR, MNTG MOUNTING SND SANITARY NAPKIN...

CSWK CASEWORK INSTALLED BY CONTRACTOR MLDG MOULDING SLNT SEALANT

CSK COUNTERSUNK FVIC FURNISHED BY VENDOR, MISC MISCELLANEOUS SIM SIMILAR

CRS COURSE FV FIELD VERIFY MIR MIRROR SHT SHEET

CR CRASH RAIL FUT FUTURE MIN MINIMUM / MINUTE(S) SHLVG SHELVING

CPTB CARPET BASE FURR FURRING MH MANHOLE SHC SHOWER CURTAIN

CPT CARPET FTR FOOT RAIL MFR MANUFACTURER SH SHEATHING

CORR CORRIDOR FTG FOOTING MFP MANUFACTURED FIRE PLACE SF SQUARE FOOT/FEET

CONTR CONTRACTOR FT FOOT, FEET MEZZ MEZZANINE SECT SECTION

CONT CONTINUOUS FRT FIRE RETARDANT TREATED MEMB MEMBRANE / STORM DRAIN

CONST CONSTRUCTION FRP FIBERGLASS REINFORCED... MED CAB MEDICINE CABINET SD SOAP DISPENSER

CONC CONCRETE FRMG FRAMING MECH MECHANICAL SCHED SCHEDULE

COL COLUMN FR FIRE RATED MDF MEDIUM DENSITY FIBER... SA SUPPLY AIR ABBREVIATIONS USED IN MATERIAL IDS

CO CLEANOUT FP FIRE PROOFING MCB METAL COVE BASE SEE MATERIAL SCHEDULES FOR

CMU CONCRETE MASONRY UNIT FOS FACE OF STUD/STEEL MB MARKER BOARD RWL RAIN WATER LEADER

CM CULTURED MARBLE FOM FACE OF MASONRY MAX MAXIMUM RV ROOF VENT YD YARD

CLOS CLOSET FOF FACE OF FINISH MATL MATERIAL RUB RUBBER

CLG CEILING INSTALLED BY OWNER MAS MASONRY RR RUB RAIL WWF WELDED WIRE FABRIC

CLEAR CLEARANCE FOIO FURNISHED BY OWNER, ROT ROTATE(D) WSCT WAINSCOT

CL CENTER LINE INSTALLED BY CONTRACTOR LVT LUXURY VINYL TILE RO ROUGH OPENING WR WATER RESISTANT

CJ CONTROL JOINT FOIC FURNISHED BY OWNER, LVR LOUVER RM ROOM WI WROUGHT IRON

CIVIL CIVIL ENGINEER FOC FACE OF CONCRETE LTG LIGHTING/LIGHT RHR RIGHT HAND REVERSED WH WATER HEATER CIRC CIRCUIT (CIRCUMFERENCE) FO FINISHED OPENING LT WT LIGHTWEIGHT RH RIGHT HAND WG WIRE GLASS

CHR CHAIR RAIL FLASH FLASHING LP LOW POINT RH ROOF HATCH WDW WINDOW

CG CORNER GUARD FL FLOOR LMC LINEAR METAL CEILING REV REVERSE(D) WD WOOD

CFM CUBIC FOOT PER MINUTE FIXT FIXTURE LIN LINEAR, LINEAL REQD REQUIRED WC WATER CLOSET

CEM CEMENT FIN FINISH LHR LEFT HAND REVERSED REINF REINFORCED(ING) W/O WITHOUT

CD CONSTRUCTION DOCUMENTS FE FIRE EXTINGUISHER LH LEFT HAND REF REFERENCE W/ WITH CCT CUBICLE CURTAIN TRACK FDN FOUNDATION LF LINEAR FOOT RECT RECTANGULAR W WEIGHT

CC CUBICLE CURTAIN FD FLOOR DRAIN LCD LINEAR CEILING DIFFUSER REC RECESSED

CB CATCH BASIN INSTALLED BY OWNER LB POUND RD ROOF DRAIN VRET VAPOR RETARDER

CAB CABINET FCIO FURNISHED BY CONTRACTOR, LAV LAVATORY RCP REFLECTED CEILING PLAN VIF VERIFY IN FIELD

INSTALLED BY CONTRACTOR LAM LAMINATED RB RESILIENT BASE VFY VERIFY

BTWN BETWEEN FCIC FURNISHED BY CONTRACTOR, LAB LABORATORY RAD RADIATOR VEST VESTIBULE

BSMT BASEMENT FBG FIBERGLASS RA RETURN AIR VERT VERTICAL

BRKT BRACKET FA FIRE ALARM KO KNOCK OUT R RISER OR RADIUS VCT VINYL COMPOSITION TILE

BRG BEARING KD KNOCK DOWN VAR VARIES

BR BRICK K PL KICK PLATE QTR QUARTER VAC VACUUM

BOT BOTTOM EXT EXTERIOR

BO BY OWNER EXPAN EXPANSION JT JOINT PVMT PAVEMENT USF USEABLE SQUARE FEET

BM BENCH MARK EXP EXPOSED JST JOIST PVC POLYVINYL CHLORIDE UR URINAL

BLKG BLOCKING EXIST EXISTING JBOX JUNCTION BOX & RECEPTOR UPH UPHOLSTERY

BLDG BUILDING EXH EXHAUST JAN JANITOR PTD/R PAPER TOWEL DISPENSER UNO UNLESS NOTED OTHERWISE

BD BOARD EWC ELECTRIC WATER COOLER PTD PAPER TOWEL DISPENSER UNFIN UNFINISHED

BCS BABY CHANGING STATION EW EACH WAY INV INVERT PT PAINT ULA UL ASSEMBLEY

B/O BOTTOM OF ETC ET CETERA INT INTERIOR PROP PROPERTY UL UNDERWRITERS...

EQUIP EQUIPMENT INSUL INSULATION PROJ PROJECTION UH UNIT HEATER

AWP ACOUSTICAL WALL PANEL EQ EQUAL INCL INCLUDING PREFIN PREFINISHED UC UNDERCUT

AVG AVERAGE MONOMER IN INCH PNL PANEL

AV AUDIO VISUAL EPDM ETHYLENE POLYPROPLYLEN... IMP IMPACT / HIGH IMPACT PLYWD PLYWOOD TYP TYPICAL ARCH ARCHITECT(URAL) EOS EDGE OF SLAB ID INSIDE DIAMETER PLBG PLUMBING TV TELEVISION

APPROX APPROXIMATE ENT ENTRANCE PLAS PLASTER TS TRANSITION STRIP

AP ACCESS PANEL EMER EMERGENCY HYD HYDRANT PLAM PLASTIC LAMINATE TRANS TRANSFORMER

ANNO ANNODIZED EM ENTRANCE MAT HW HOT WATER PL PLATE TPH TOILET PAPER HOLDER

ALUM ALUMINUM ELEV VERTICAL ELEVATION/... AIR CONDITIONING PF PLUMBING FIXTIRE TOS TOP OF STEEL ALT ALTERNATE ELEC ELECTRIC(AL) HVAC HEATING/VENTIALTION/ PERF PERFORATED TOM TOP OF MASONRY AGG AGGREGATE EL VERTICAL ELEVATION HT HEIGHT ARCHITECTURAL PRECAS... TFE TOP OF FOOTING ELEVATION AFF ABOVE FINISH FLOOR EJ EXPANSION JOINT HRL HANDRAIL PCST PRECAST CONCRETE / TEMP TEMPORARY

AF ARCHITECTURAL FILM EA EACH HDR HEADER PART PARTITION TEL TELEPHONE

ADJ ADJACENT HR HOUR TBD TO BE DETERMINED

ACT ACOUSTIC CEILING TILE DWL DOWEL HP HIGH POINT OZ OUNCE TB TOWEL BAR

ACP ACOUSTIC CEILING PANELING DWG DRAWING HORIZ HORIZONTAL OSB ORIENTED STRAND BOARD TAN TANGENT ACC ACCESSIBLE DW DISHWASHER HM HOLLOW METAL ORD OVERFLOW ROOF DRAIN TA TOILET ACCESSORIES

ABV ABOVE DS DOWNSPOUT HKSP HOUSEKEEPING OPT OPTION(AL) T/O TOP OF

AB ANCHOR BOLT DR DOOR HDWE HARDWARE OPP OPPOSITE T&G TONGUE AND GROOVE

REVISIONS DATE

10-15-25

DN UP

POOL DECK

EXIT EXIT

XIT

EXIT

XIT

EXIT

GIRLS

SHOWER

606 GIRLS

DRESSING

STAIR 1

VEST

GIRLS TOILET

LAUNDRY

CORRIDOR

GIRLS SAUNA

OFFICE

BOYS

DRESSING

BOYS

SHOWER

BOYS TOILET

STAIR 3

EQUIPMENT

ROOM

NO ARCHITECTURAL WORK

SCOPE THIS LEVEL. SEE

MECHANICAL AND ELECTRICAL

DRAWINGS FOR WORK SCOPE.

POOL

UNEXCAVATED

MECH.

SEATING

ROOF

C. TYPE OF CONSTRUCTION:

D. OCCUPANCY CLASSIFICATIONS:

B. CODE DATA SUMMARY:

NOTE: BUILDING AREAS INDICATED ARE NOT

BOMA RENTABLE AREA CALCULATIONS

CODE DATA - 2021 MICHIGAN BUILDING CODE

ASSUMED TYPE IIB, NOT SPRINKLERED

GROUPS A-4SWIMMING POOL

THE ORIGINAL BUILDING WAS CONSTRUCTED IN 1969 WITH AN AQUATIC CENTER ADDITION ADDED IN 1972. THIS PROJECT

CONSISTS OF LEVEL 1 ALTERATIONS TO THE EXISTING AQUATIC CENTER INCLUDING FINISH REPLACEMENTS, A

REPLACEMENT OF THE EXISTING ROOF INSULATION AND MEMBRANE, HVAC UPGRADES AND NEW FIRE ALARM SYSTEM.

A. APPLICABLE CODES:

2021 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS, 301.3.2 WORK AREA COMPLIANCE METHOD

2021 MICHIGAN BUILDING CODE

ACCESSIBILITY - ICC/ANSI A117.1-2009

2021 MICHIGAN STATE MECHANICAL

2015 MICHIGAN FUEL GAS CODE

2021 MICHIGAN PLUMBING CODE

2023 NATIONAL ELECTRIC CODE

2021 MICHIGAN FIRE CODE

2021 MICHIGAN ENERGY CODE, ASHRAE 90.1 - 2013

E. OCCUPANT LOAD: UNCHANGED

437 PER EXISTING DRAWINGS

F. AUTOMATIC SPRINKLER SYSTEM (903.2.1.4:

G. PLUMBING FIXTURE REQUIREMENTS:

UNCHANGED

H. MICHIGAN ENERGY CONSERVATION CODE:

1. THE NEW EXTERIOR BUILDING ENVELOPE COMPONENTS ARE DESIGNED IN

COMPLIANCE WITH THE 2021 INTERNATIONAL ENERGY CONSERVATION CODE IECC

PRESCRIPTIVE BUILDING ENVELOPE REQUIREMENTS FOR THE CITY OF BRIDGMAN,

MICHIGAN CLIMATE ZONE 6.

NEW ROOF INSULATION AND MEMBRANE: R-30 ci MINIMUM

(INSULATION ENTIRELY ABOVE DECK)

FIXED FENESTRATION: U-FACTOR 0.34 MAXIMUM

OPAQUE SWINGING DOORS: U-FACTOR 0.37 MAXIMUM

E X

LEGEND

ACCESSIBLE MEANS OF EGRESS

1 HOUR FIRE BARRIER (IBC 706)

2 HOUR FIRE BARRIER (IBC 706)

3 HOUR FIRE BARRIER (IBC 706)

4 HOUR FIRE BARRIER (IBC 706)

2 HOUR FIRE WALL (IBC 705)

3 HOUR FIRE WALL (IBC 705)

4 HOUR FIRE WALL (IBC 705)

1 HOUR SHAFT ENCLOSURE (IBC 707)

2 HOUR SHAFT ENCLOSURE (IBC 707)

1 HOUR FIRE PARTITION (IBC 708)

1 HOUR SMOKE BARRIER (IBC 709)

SMOKE PARTITION (IBC 710)

EXIT

EXIT ACCESS

1SB

SEMI RECESSED FIRE EXTINGUISHER

OCCUPANCY BOUNDARY

FE-2

SURFACE MOUNTED FIRE EXTINGUISHERFE-3

BRACKET MOUNTED FIRE EXTINGUISHERFE-4

CALCULATED OCCUPANT LOAD AT DOOR36

EGRESS PATH

150 LF

ROOM NAME

ROOM AREA

CODE DERIVED ROOM OCCUPANT LOAD

(MBC TABLE 1004.1.2).

OCCUPANCY GROUP

36 E

200 SF

CLASSROOM

NOT PROVIDED

EXISTING BUILDING:

THE EXISTING BUILDING DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM.

PER THE 2021 MICHIGAN REHABILITATION CODE, THE WORK PROPOSED FOR THE EXISTING BUILDING IS CONSIDERED LEVEL 1

ALTERATIONS. PER 703.1, THIS PROPOSED LEVEL 1 ALTERATION MAINTAINS THE EXISTING LEVEL OF FIRE PROTECTION

CURRENTLY PROVIDED.

600 500

100400

200300

AQUATIC CENTER

BUILDING KEYPLAN

PROJECT

NORTH

TRUE

NORTH

SEATING

Project Number

ISSUE FOR BID:

SHEET

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE

Lic. No.:

Date:

TYPED OR PRINTED NAME:

SARA MARLOW

/1 /2

P M

PUBMID-008736

10/15/25

A0.3

B R

M A

N A

Q U

A T

E N

T E

R E

N O

V A

N A

N D

V E

N T

N U

P G

R A

D E

G A

S T

R O

A D

B R

M A

A N

CODE DATA AND CODE

FLOOR PLAN

3/32" = 1'-0"A0.3

2 MAIN LEVEL CODE PLAN

3/32" = 1'-0"A0.3

1 LOWER LEVEL CODE PLAN

3/32" = 1'-0"A0.3

3 MECH LEVEL CODE PLAN

PROJECT

NORTH

TRUE

NORTH

PROJECT

NORTH

TRUE

NORTH

PROJECT

NORTH

TRUE

NORTH

3/32" = 1'-0"A0.3

4 MEZZ PARTIAL CODE PLAN

PROJECT

NORTH

TRUE

NORTH

DSP

D a

D b

D c

A. THE LOCATION AND SIZE OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION FOR INFORMATION.

VERIFY ALL UTILITIES WITH THE APPROPRIATE UTILITY COMPANIES, OTHER APPROPRIATE AGENCIES AND

OBSERVED EXISTING CONDITIONS.

B. EXISTING SITE CONDITIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE AND MAY NOT REPRESENT ALL

EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS AND NOTIFY THE

ARCHITECT IN WRITING OF ANY DISCREPANCIES WITH DRAWINGS.

C. REFER TO THE GENERAL NOTES FOR OTHER APPLICABLE INFORMATION.

SITE PLAN GENERAL NOTES

NEW MECHANICAL

UNIT. SEE MECH

REUSE EXISTING POST HOLES

WHERE POSSIBLE. FILL

UNUSED HOLES WITH

NONSHRINK GROUT

PROVIDE NEW

CHAIN LINK FENCE

GATE: 2 X 3'-0" X 8'

TALL GATES.

EDGE OF EXISTING

CONCRETE PAD EXISTING CONCRETE

WALK TO REMAIN

EXISTING CONCRETE

STOOP TO REMAIN

REMOVE EXISTING

AND PROVIDE NEW

8' TALL CHAIN LINK

FENCE

EXISTING CONCRETE

WALK TO REMAIN

DEMO EXISTING SLAB AND

REPLACE WITH NEW SLAB -

SEE STRUCT. PROVIDE

BROOM FINISH AND SLOPE

AWAY FROM EXISTING

BUILDING MATCHING

EXISTING CONCRETE PAD

SLOPE.

S E

E S

T R

U C

T U

R A

L D

R A

G S

SEE STRUCTURAL DRAWINGS

CONT BACKER ROD

AND SEALANT ALL

FOUR SIDES OF NEW

CONCRETE SLAB

+/- 64'-6", VIF

9'-3"

FIELD PAINT FIELD

ATTENUATOR

DUCT TO MATCH

ALL OTHER

PREFINISHED

DUCTS.

600 500

100400

200300

AQUATIC CENTER

BUILDING KEYPLAN

PROJECT

NORTH

TRUE

NORTH

BOTTOM RAIL

TOP RAIL

3" O.D. LINE POST. 8' MAX SPACING

12" DIA CONCRETE FOOTING,

TYPICAL. SLOPE TOP

CHAIN LINK FENCE FABRIC

TENSION BAR

3" MAX

PROVIDE CROSS BRACING ON

GATE AS RECOMMENDED BY

MANUFACTURER

ALL JOINTS SHALL BE WELDED TO

PROVIDE A RIGID FRAME

FINISH GRADE OR TOP OF PAVING

GATE TO BE

LOCKED BY

PADLOCK

Project Number

ISSUE FOR BID:

SHEET

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE

Lic. No.:

Date:

TYPED OR PRINTED NAME:

/1 /2

P M

PUBMID-008736

10/15/25

A1.1

B R

M A

N A

Q U

A T

E N

T E

R E

N O

V A

N A

N D

V E

N T

N U

P G

R A

D E

G A

S T

R O

A D

B R

M A

A N

ARCHITECTURAL SITE

PLAN

1/8" = 1'-0"A1.1

1 ARCHITECTURAL SITE PLAN

PROJECT

NORTH

TRUE

NORTH

1/2" = 1'-0"A1.1

2 CHAINLINK FENCE DETAIL

DN UP

A. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY EXISTING MATERIAL, EQUIPMENT, ETC. PRIOR

TO THE START OF DEMOLITION. THE CONTRACTOR SHALL VERIFY THOSE ITEMS TO BE SALVAGED

WITH OWNER.

B. ALL EXISTING CONSTRUCTION INDICATED TO REMAIN THAT IS DAMAGED OR AFFECTED BY THE

DEMOLITION SHALL BE REPAIRED AND RESTORED TO ITS ORIGINAL CONDITION.

C. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH THE OCCUPANT TO AVOID DISRUPTION

OF THE FACILITY OPERATIONS. MAINTAIN REQUIRED EGRESS DURING CONSTRUCTION. PROVIDE

TEMPORARY BARRICADES, ENCLOSURES AND PROTECTION AS NECESSARY DURING CONSTRUCTION.

D. WHERE WALLS OR PARTITIONS ARE SHOWN TO BE REMOVED, ALSO REMOVE ALL ITEMS

ATTACHED, CONNECTED OR INTERNAL TO THE WALLS INCLUDING TRIM, SHELVING, ACCESSORIES, CABINETS, BLOCKING, EQUIPMENT, ETC. REMOVE IN THEIR ENTIRETY, FASTENERS AND WALL

ATTACHMENT DEVICES. PATCH AND REPAIR AS NEEDED TO COMPLETE WORK.

E. CONTRACTOR TO VERIFY EXACT LOCATION AND IDENTIFY, LABEL AND PROTECT EXISTING

MECHANICAL AND ELECTRICAL SERVICES WHICH MAY BE AFFECTED BY DEMOLITION.

F. REFER TO THE GENERAL NOTES FOR OTHER APPLICABLE INFORMATION.

DEMOLITION PLAN GENERAL NOTES

EXISTING DOOR AND FRAME | TO REMAIN

DEMOLITION PLAN SYMBOLS LEGEND

EXISTING DOOR AND FRAME | TO BE REMOVED

EXISTING WALL | TO BE DEMOLISHED

EXISTING WINDOW | TO BE DEMOLISHED

EXISTING WALL | TO REMAIN

INDICATES EXISTING BUILDING AREAS WITH NO SCOPE OF WORK

EXISTING WINDOW | TO REMAIN

MECH.

SEATING

D09

OPEN TO

POOL DECK

BELOW

D15

A5.1 6

ROOF

D15

D19

GIRLS

DRESSING

GIRLS

TOILETS

POOL

POOL DECK

LAUNDRY

GIRLS SAUNA

OFFICE

STAIR 3

CORRIDOR

VEST

GIRLS TOILET

BOYS

DRESSING

BOYS TOILET

BOYS

SHOWER

STAIR 2

GIRLS

SHOWER

STAIR 1

BOYS SAUNA

D01 D01

D01

D03

D02

D07D07

D06

D12

D04

D07

D07 D07 D07 D07D13 D13

D14

D14D14

D03

D11

D03

D03 D03

D03

D03D03

D03

D14D14

D14

D14 D14

D14

D14 D14

D14

D18

D18 D18 D18 D18D18

D18

D18 D18 D18 D18 D18

D18D18 D18

D18 D18 D18

D18

D10

D01

D03

EQUIPMENT

ROOM

EXISTING TUNNEL FLOOR

P E

EXISTING TUNNEL FLOOR

EXISTING

TUNNEL

FLOOR

STAIR #2

UNEXCAVATED

D20

D03

D03 D03

D03 D03 D03

D03

POOL

600 500

100400

200300

AQUATIC CENTER

BUILDING KEYPLAN

PROJECT

NORTH

TRUE

NORTH

1/8" = 1'-0"A2.1

2 MAIN LEVEL - PARTIAL DEMOLITION PLAN

DEMOLITION KEY NOTES

D01 REMOVE EXISTING DOOR AND FRAME.

D02 REMOVE EXISTING RAILING & LADDER SYSTEM.

D03 REMOVE EXISTING PORCELAIN TILE AND GROUT TO TOP OF MUD BED AT SURFACE OF

POOL DECK, DECK WALL BASE, COPING, GUTTER, AND SHELL (SIDE WALLS AND FLOOR

SURFACE). PREPARE SURFACES TO RECEIVE NEW WATERPROOF MEMBRANE AND

PORCELAIN TILE. (NOTE: TILE PATTERN NOT REPRESENTED ON PLAN FOR EASE OF

DRAWING REVIEW).

D04 REMOVE EXISTING SCOREBOARD.

D06 REMOVE EXISTING DIVING BOARD.

D07 REMOVE EXISTING CONTROL JOINT BACKER ROD AND SEALANT.

D09 EXISTING RAILING - REFER TO ELEVATION FOR BASE AND ALTERNATE BID OPTIONS.

D10 REMOVE AND REINSTALL DIVING START BLOCKS.

D11 EXISTING DIVING BOARD PLINTH BASE: REMOVE EXISTING PORCELAIN TILE CLADDING

AND GROUT ONLY - BASE TO REMAIN. PREPARE SURFACE TO RECEIVE NEW PORCELAIN

TILE CLADDING. (NOTE: GENERAL TILE PATTERN REPRESENTED ON PLAN FOR EASE OF

DRAWING REVIEW).

D12 REMOVE SECONDARY DIVING BOARD BASE / PLINTH.

D13 REMOVE PORTION OF EXISTING EXTERIOR WALL AS REQUIRED FOR NEW LOUVER AND

DUCT OPENINGS. SALVAGE EXISTING BRICK FOR REUSE. SEE ELEVATIONS FOR HEIGHTS.

D14 ALTERNATE: REMOVE EXISTING DRAIN - SEE MECHANICAL DRAWINGS.

D15 REMOVE PORTION OF EXISTING WALL AS REQUIRED FOR MECHANICAL VENT

INSTALLATION.

D18 ALTERNATE: REMOVE EXISTING DRAIN & PIPING - SEE MECHANICAL DRAWINGS.

D19 ALTERNATE: REMOVE EXISTING BLEACHERS.

D20 NO ARCHITECTURAL SCOPE WITHIN GREY'D EXTENTS (SEE MECHANICAL & ELECTRICAL

DRAWINGS).

1/8" = 1'-0"A2.1

3 MECH - PARTIAL DEMOLITION PLAN

1/8" = 1'-0"A2.1

1 LOWER LEVEL - PARTIAL DEMOLITION PLAN

Project Number

ISSUE FOR BID:

SHEET

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE

Lic. No.:

Date:

TYPED OR PRINTED NAME:

/1 /2

P M

PUBMID-008736

10/15/25

A2.1

B R

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N O

V A

N A

N D

V E

N T

N U

P G

R A

D E

G A

S T

R O

A D

B R

M A

A N

FLOOR PLANS,

DEMOLITION

PROJECT

NORTH

TRUE

NORTH

PROJECT

NORTH

TRUE

NORTH

PROJECT

NORTH

TRUE

NORTH

A3.1

625A

GIRLS

DRESSING

GIRLS

TOILETS

POOL

POOL DECK

LAUNDRY

GIRLS SAUNA

OFFICE

STAIR 3

CORRIDOR

VEST

GIRLS TOILET

BOYS

DRESSING

BOYS TOILET

BOYS

SHOWER

STAIR 2

GIRLS

SHOWER

STAIR 1

BOYS SAUNA

A02 A02A02A02

A02A02A02A02

A02

A04

A05

A08

A01A01

A01

A01A01

A8.1

A8.1 2

A8.1

A8.15 A3.1

A10

A12

A12 A12

A12

A12 A12

A12

A12 A12

A13 A13A13A13 A13

A13

A13A13 A13

A13

A13 A13A13A13 A13

A13

A14

NO ARCHITECTURAL

SCOPE IN SHADED AREA

CORRIDOR

A08

EQUIPMENT

ROOM

NO SCOPE IN

SHADED AREA

A08

A14

POOL

MECH.

ROOF

SEATING

+/- 15'-11", VIF

5'-5 " V

A5.1 6

OPEN TO

POOL DECK

BELOW

A07A06

A06 A07

A09

A8.2

SEATING

A09

T A

P E

E X

3'-4" TALL OPENING

8'-0" WIDE BY

A03

OPEN TO

POOL DECK

BELOW

SEATING

A5.1 6

ROOF

EXISTING

SEATING AREA

A. DO NOT SCALE DRAWINGS.

B. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.

C. IN THE CASE OF AMBIGUITIES, DISCREPANCIES, OR IRREGULARITIES IN THE DRAWINGS AND/OR

SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR CLARIFICATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

D. IN ALL CONSTRUCTION TYPES, ALL WOOD USED IN THE FOLLOWING LOCATIONS IS TO BE

PRESERVATIVE-TREATED:

1. WOOD IN CONTACT WITH THE GROUND OR WATER

2. WOOD IN EXTERIOR FOUNDATION WALLS.

3. WOOD IN CONTACT WITH CONCRETE SLABS-ON-GRADE, OR IN CONTACT WITH CONCRETE OR

MASONRY FOUNDATION WALLS.

4. WOOD WITHIN A CRAWL SPACE OVER EXPOSED EARTH.

5. AT OTHER LOCATIONS NOTED ON THE CONSTRUCTION DOCUMENTS

A. ALL WOOD USED IN BUILDINGS OF TYPE I OR II CONSTRUCTION (SEE CODE DATA SHEET), IS TO BE

FIRE-RETARDANT-TREATED, WITH THE FOLLOWING EXCEPTIONS:

1. PRESERVATIVE-TREATED WOOD AS NOTED IN GENERAL NOTE "D" ABOVE.

2. INTERIOR FLOOR FINISH AND INTERIOR FINISHES; TRIM AND MILLWORK SUCH AS CABINETRY, DOORS, DOOR FRAMES AND WINDOWS.

3. BLOCKING FOR HANDRAILS, MILLWORK, CABINETS, AND WINDOW AND DOOR FRAMES.

B. SEE SHEET A0.2 FOR SYMBOLS, INDICATION OF MATERIALS, PARTITION TYPE DETAILS &

ABBREVIATIONS.

C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND

STANDARDS AS AMENDED BY LOCAL CODES.

D. PROVIDE WOOD BLOCKING WHERE WALL MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO

CASEWORK, EQUIPMENT, ARTWORK AND FURNITURE ARE INDICATED. VERIFY LENGTHS AND

MOUNTING HEIGHTS OF BLOCKING.

E. INSTALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDED SPECIFICATIONS.

F. A CONTRACTOR SHALL NOT PROCEED WITH THEIR WORK UNTIL THEY ACCEPT THE QUALITY OF

PRIOR WORK BY OTHERS THAT IS IN CONTACT WITH THEIR WORK. THE OTHER TRADE SHALL

CONSTRUE PROCEEDING AS ACCEPTANCE OF THE WORK.

G. WHEN WORK IS COMPLETED IN AN AREA, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE

AREA, WITHOUT DAMAGING THE MATERIALS AND SURFACES INVOLVED. RESTRICT UNNECESSARY

CONSTRUCTION TRAFFIC IN FINISHED AREAS. PROTECT SURFACES, FLOORS AND WALLS FROM

DAMAGE UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER.

H. DELIVER, STORE, AND HANDLE MATERIALS IN A MANNER THAT WILL PREVENT DAMAGE. STORE

MATERIALS PER RECOMMENDATION OF SUPPLIER AND MANUFACTURER. REPLACE DAMAGED

MATERIALS.

I. CONTRACTOR SHALL PROVIDE CEILING AND WALL ACCESS PANELS AS REQUIRED. VERIFY EXACT

LOCATION WITH THE ARCHITECT.

J. THE CONTRACTOR SHALL SUBMIT PRODUCT INFORMATION (INCLUDING CUT SHEETS AND FINISH

SAMPLES) FOR THE FOLLOWING ITEMS TO THE ARCHITECT FOR COORDINATION AND COMPLIANCE

WITH THE DESIGN INTENT:

K. REQUESTS FOR SUBSTITUTIONS FOR ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING TO THE

ARCHITECT FOR APPROVAL. THE BURDEN OF PROOF OF MERIT OF A SUBSTITUTION IS UPON THE

PROPOSER. THE REQUEST SHALL IDENTIFY AND INCLUDE WITHIN THE SCOPE OF WORK FOR THE

SUBSTITUTION ANY AND ALL ADJUSTMENTS REQUIRED TO THE ADJACENT CONSTRUCTION TO

IMPLEMENT THE SUBSTITUTION REQUESTED. THE ARCHITECT'S DECISION OF APPROVAL OR

DISAPPROVAL OF A SUBSTITUTION SHALL BE FINAL.

L. CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING OF ANY EXISTING PARTITIONS

INDICATED AS FIRE RATED THAT DO NOT MEET THE APPLICABLE FIRE RATED REQUIREMENTS.

M. EXISTING FLOORS SHALL BE PATCHED/REPAIRED AS REQUIRED SO THAT THE SLOPE OF THE FLOOR

DOES NOT EXCEED A 1/4" VARIANCE IN A 10'-0" RADIUS IN ANY DIRECTION.

N. ALL NEW PENETRATIONS OF FIRE RATED PARTITIONS AND FLOOR/CEILING ASSEMBLIES ARE TO BE

CONSTRUCTED IN ACCORDANCE WITH AN APPROVED UL LISTED FIRESTOP ASSEMBLY.

O. CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING IF EXISTING CONDITIONS WILL PREVENT OR

AFFECT THE NEW CONSTRUCTION.

P. NEW CONSTRUCTION ALIGNING WITH EXISTING CONSTRUCTION IS TO BE FEATHERED FLUSH WITH

NO VISIBLE JOINT SHOWING, UNLESS NOTED OTHERWISE.

Q. CONTRACTOR SHALL PATCH/REFINISH AFFECTED SURFACES TO MATCH THE ADJACENT

CONDITIONS. PATCH/REFINISH SURFACES TO THE NEXT LOGICAL JOINT OR INTERIOR CORNER.

R. CONTRACTOR TO MAINTAIN CONTINUITY OF EXISTING MECHANICAL ELECTRICAL AND LIFE SAFETY

SYSTEMS DURING CONSTRUCTION.

S. CONTRACTOR TO MAINTAIN THE FIRE RATING OF ALL EXISTING STRUCTURAL MEMBERS AND

RESTORE FIRE RATED ASSEMBLIES DISRUPTED DURING CONSTRUCTION.

T. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE ANY NEW PENETRATIONS OF

EXISTING FLOOR STRUCTURES WITH THE OWNER, ARCHITECT AND/OR STRUCTURAL ENGINEER TO

CONFIRM THE IMPACT ON THE EXISTING BUILDING SYSTEMS AND STRUCTURES.

U. CONTRACTOR SHALL MAINTAIN/RESTORE EXISTING INSULATION AND/OR VAPOR RETARDER

AFFECTED DURING THE CONSTRUCTION.

FLOOR PLAN GENERAL NOTES

FLOOR PLAN KEY NOTES

A01 NEW STAINLESS STEEL RAILING & LADDER SYSTEM; STYLE TO MATCH EXISTING SYSTEM.

A02 NEW BACKER ROD AND SEALANT.

A03 INFILL EXISTING MECHANICAL OPENING WITH 12" CMU TO MATCH EXISTING ADJACENT

WALLS.

A04 NEW DIVING BOARD TO BE INSTALLED FOLLOWING NEW PLINTH FINISH MATERIAL

CLADDING.

A05 NEW SCOREBOARD ABOVE.

A06 PAINT EXISTING EXTERIOR LOUVER.

A07 PROVIDE 3" THICK INSULATED METAL PANEL BEHIND EXISTING LOUVER.

A08 NEW FINISH MATERIAL INSTALLED AT SURFACE OF POOL DECK, DECK WALL BASE,

COPING, GUTTER, AND SHELL (SIDE WALLS AND FLOOR SURFACE). REFER TO FINISH

DRAWINGS FOR NEW FINISH REQUIREMENTS AND TRANSITIONS.

A09 EXISTING RAILING - REFER TO ELEVATION FOR BASE AND ALTERNATE BID OPTIONS.

A10 EXISTING DRINKING FOUNTAIN TO REMAIN.

A11 PATCH EXTERIOR WALL AT OLD FLUE PENETRATIONS WITH BRICK TO MATCH EXISTING.

COORDINATE NEW WALL OPENING REQUIRES FOR NEW DUCT. SEE MECHANICAL.

A12 ALTERNATE: INSTALL NEW DRAIN - SEE MECHANICAL DRAWINGS.

A13 ALTERNATE: INSTALL NEW DRAIN & PIPING - SEE MECHANICAL DRAWINGS.

A14 NO ARCHITECTURAL SCOPE WITHIN GREY'D EXTENTS (SEE MECHANICAL & ELECTRICAL

DRAWINGS).

1/8" = 1'-0"A2.2

3 MAIN LEVEL - PARTIAL FLOOR PLAN

1/8" = 1'-0"A2.2

4 MECH - PARTIAL FLOOR PLAN

1/8" = 1'-0"A2.2

1 LOWER LEVEL - PARTIAL FLOOR PLAN

1/8" = 1'-0"A2.2

2 MEZZ. - PARTIAL FLOOR PLAN

PROJECT

NORTH

TRUE

NORTH

PROJECT

NORTH

TRUE

NORTH

Project Number

ISSUE FOR BID:

SHEET

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE

Lic. No.:

Date:

TYPED OR PRINTED NAME:

/1 /2

P M

PUBMID-008736

10/15/25

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FLOOR PLANS, NEW

WORK

PROJECT

NORTH

TRUE

NORTH

PROJECT

NORTH

TRUE

NORTH

MAIN LEVEL (667'-6")

100'-0"

TOP OF WALL

135'-0"

2 3 4 I J K L M N

CJ CJCJCJ

INSTALL NEW BACKER ROD

AND SEALANT AT ALL CJS

A6.1

SUPPLY DUCT - SEE MECH.

8'-0"

5'-2"

PAINT ALL VISIBLE EXTERIOR

GAS LINE PIPING AT

AQUATIC CENTER

NEW OVERFLOW

SCUPPER. SEE ROOFING

DRAWINGS. BY OTHERS.

NEW OVERFLOW

SCUPPER. SEE ROOFING

DRAWINGS. BY OTHERS.

PAINT ALL VISIBLE EXTERIOR

GAS LINE PIPING AT

AQUATIC CENTER

REMOVE BRICK AND REPLACE ABOVE

DUCT HEAD. SEE STRUCT FOR LINTEL

REQUIREMENTS.

REMOVE BRICK AND

REPLACE ABOVE DUCT

HEAD. SEE STRUCT FOR

LINTELS.

PAINT EXISTING

LOUVER

EXISTING BRICK TO REMAIN,

TYP

+/- 7'-9" VIF

PROVIDE NEW WALL

CAP WITH COLOR TO

MATCH EXISTING

ADJACENT WALL CAPS

NEW FENCE - SEE

SITE PLAN

NEW FENCE - SEE

SITE PLAN

MAIN LEVEL (667'-6")

100'-0"

TOP OF WALL

135'-0"

234IJKLMNOP

CJ CJ CJ CJ

INSTALL NEW BACKER ROD

AND SEALANT AT ALL CJS

REMOVE BRICK AND

REPLACE ABOVE DOOR

HEAD. SEE STRUCT FOR

STEEL LINTEL FOR BRICK.

A6.1

NEW OVERFLOW

SCUPPER. SEE ROOFING

DRAWINGS. BY OTHERS.

NEW OVERFLOW

SCUPPER. SEE ROOFING

DRAWINGS. BY OTHERS.PAINT EXISTING

LOUVERS

PROVIDE NEW WALL

CAP WITH COLOR TO

MATCH EXISTING

ADJACENT WALL CAPS

EXISTING BRICK TO REMAIN,

TYP

+/- 7'-6" VIF

EXISTING

CANOPY TO

REMAIN

MAIN LEVEL (667'-6")

100'-0"

TOP OF WALL

135'-0"

B C D E

INSTALL NEW BACKER ROD

AND SEALANT AT ALL CJS

CJCJ CJ

EXISTING BRICK TO REMAIN,

TYP

PROVIDE NEW WALL

CAP WITH COLOR TO

MATCH EXISTING

ADJACENT WALL CAPS

Project Number

ISSUE FOR BID:

SHEET

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE

Lic. No.:

Date:

TYPED OR PRINTED NAME:

/1 /2

P M

PUBMID-008736

10/15/25

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EXTERIOR ELEVATIONS,

EXTERIOR MATERIAL

FINISH SCHEDULE

1/8" = 1'-0"A3.1

2 SOUTH BUILDING ELEVATION

1/8" = 1'-0"A3.1

1 NORTH BUILDING ELEVATION

1/8" = 1'-0"A3.1

3 WEST BUILDING ELEVATION

MAX.

T Y

MAX

EQ EQ EQ EQ EQ EQ EQ EQ

REMAINING

OPEN

1 1/2"

2 EQ. SECTIONS | 4'-0" OC MAX

REMAINING

CENTERED

6 EQ. SECTIONS | 4'-0" OC MAX

ANGLED V.I.F.

REMAINING

+/- 10'-0" V.I.F.+/- 49'-4" V.I.F.

REMAINING

CENTERED

12 EQ. SECTIONS | 4'-0" OC MAX

REMAINING

ANGLED V.I.F.

REMAINING

CENTERED

4 EQ. SECTIONS | 4'-0" OC MAX

REMAINING

+/- 4'-1" V.I.F.

OPEN

1 1/2"

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

A5.1

CABLE RAILING

SYSTEM, SEE DETAIL

EXIST. CONC. CURB,

PT-3 (REFER TO

MATERIAL ID ON A10.1)

PAINTED CMU BLOCK

WALLS BELOW, SEE

FINISH PLANS

OPEN TO

MEZZANINE BEYOND

OPEN TO

MEZZANINE

BEYOND

E X

U R

CL CL CL CL CL CL CL CL CL CL CL CL CL CL CLCL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL

T Y

M A

V .I

1 1/2" X 3" CLEAR ANODIZED

ALUMINUM TOP RAIL, CLEAR

STRETCHED CABLE RAILING, 3" O.C.

MAX SPACING, BLACK

1 1/2" X 1 1/2" CLEAR ANODIZED

ALUMINUM POST BEYOND

(REFER TO MATERIAL ID ON SHEET A10.1)

1 1/2" X 1 1/2" CLEAR ANODIZED

ALUMINUM BOTTOM RAIL

(REFER TO MATERIAL ID ON SHEET A10.1)

EXISTING CONC. CURB, PAINTED ALL SIDES

RUST RESISTANT ANCHOR BOLTS

AS REQ'D BY RAILING SUPPLIER

CLEAR ANODIZED ALUM. BASEPLATE AS

REQD. BY RAILING SUPPLIER, PT-3

(REFER TO MATERIAL ID ON SHEET A10.1)

Mezzanine 109' - 0"

EQ EQ EQ EQ EQ EQ EQ EQ

REMAINING

ANGLED V.I.F. +/- 10'-0" V.I.F.+/- 49'-4" V.I.F.ANGLED V.I.F.+/- 4'-5" V.I.F.

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQBUTT GLAZED GLASS

RAILING SYSTEM,

SEE DETAIL

EXIST. CONC. CURB,

PT-3 (REFER TO

MATERIAL ID ON A10.1)

PAINTED CMU BLOCK

WALLS BELOW, SEE

FINISH PLANS

OPEN TO

MEZZANINE BEYOND

OPEN TO

MEZZANINE

BEYOND

C U

R B

E X

CL CL CL CL CL CL CL CL CL CL CLCL CL CL CL CL CL CL CL CL CL CL CL CL CL

A5.1

4 EQ SECTIONS 12 EQ. SECTIONS 6 EQ. SECTIONS 4'-0" 4'-0"

V .I

1 1/2" X 1 1/2" ALUMINUM

TOP RAIL, ANODIZED CLEAR

1/2" MIN. LAMINATED GLASS

RAILING. THICKNESS TO BE

DETERMINED BY GLAZING SUPPLIER.

ALUMINUM BASE MOUNT CHANNEL BY

RAILING SUPPLIER, ANODIZED CLEAR

EXISTING CONC. CURB, PAINTED ALL SIDES

ANCHOR BOLTS AS REQ.

BY RAILING SUPPLIER

CLEAR ALUM. ANGLE AS REQ'D BY

RAILING SUPPLIER (REFER TO

MATERIAL ID ON SHEET A10.1)

GASKETS BY RAILING SUPPLIER

Mezzanine 109' - 0"

GLASS PANELING,

SEE DETAIL

EXIST. CONC. CURB,

PT-3 (REFER TO

MATERIAL ID ON A10.1)

PAINTED CMU BLOCK

WALLS BELOW, SEE

FINISH PLANS

OPEN TO

MEZZANINE BEYOND

OPEN TO

MEZZANINE

BEYOND

E X

U R

EQ EQ

+/- 4'-1" V.I.F. ANGLED, SEE PLAN V.I.F.

2 EQ SECTIONS

+/- 49'-4" V.I.F. ANGLED, SEE PLAN V.I.F.

10 EQ SECTIONS 3 EQ SECTIONS

A5.1

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

EXISTING ALUM.

RAILING FRAME

2 EQ SECTIONS

+/- 9'-11" V.I.F.

EQ EQ EQ EQ EQ

V .I

EXIST. ALUM. RAILING FRAME.

EXISTING CONC. CURB,

PAINTED ALL SIDES

1/2" MIN. LAMINATED GLASS

RAILING. FINAL THICKNESS TO BE

DETERMINED BY GLAZING SUPPLIER.

CLEAR ANODIZED ALUM.

U-EDGING PANEL FRAME

ALUMINUM FLAT BAR 1/2" X 1"

CLEAR ANODIZED ALUM.

U-EDGING PANEL FRAME

EXIST. ALUM. RAILING

FRAME POST BEYOND

Mezzanine 109' - 0"

EXIST. ALUM. RAILING FRAME.

Project Number

ISSUE FOR BID:

SHEET

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE

Lic. No.:

Date:

TYPED OR PRINTED NAME:

/1 /2

P M

PUBMID-008736

10/15/25

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GUARDRAIL ELEVATIONS

AND SECTIONS

1/4" = 1'-0"A5.1

4 ALTERNATE RAILING ELEVATION - CABLE RAILING

3/4" = 1'-0"A5.1

ALTERNATE - CABLE RAILING

SECTION DETAIL

1/4" = 1'-0"A5.1

2 ALTERNATE RAILING ELEVATION - GLASS RAILING

3/4" = 1'-0"A5.1

ALTERNATE - GLASS RAILING

SECTION DETAIL

1/4" = 1'-0"A5.1

6 BASE BID - RAILING ELEVATION - EXISTING PANEL MODIFICATION

3/4" = 1'-0"A5.1

BASE BID - EXISTING RAILING

UPGRADE SECTION DETAIL

CONT BACKER ROD &

SEALANT BOTH SIDESDOOR AS SHEDULED

EXISTING BRICK VENEER

ADD FLEXIBLE FLASHING

MEMBRANE IN CAVITY AT DOOR

TO MAKE HEAD WEATHER TIGHT

EXISTING CMU,

REPAIR AND REPLACE

AS REQUIRED

SHIMS AS REQUIRED

CAVITY WALL

INSULATION, FIELD VERIFY

MORTAR NET

GALV. STEEL ANGLE,

SEE STRUCT

CMU SOAP BLOCK

CONT THRU WALL FLASH

WITH WEEPS @ 24" O.C.

PAINT UNDERSIDE OF

STEEL BEAM AND PLATE

STEEL LINTEL, SEE STRUCT

+/- 1'-6" VIF

3" 8 5/8"

REINSTALL SALVAGED

BRICK AS REQUIRED

CONT BACKER ROD &

SEALANT BOTH SIDES

DOOR AS SCHEDULED

EXISTING BRICK VENEER,

REINSTALL SALVAGED

BRICK AS REQ'D

CONT. MEMBRANE WATER

RESISTIVE AIR BARRIER. TIE

INTO EXISTING WEATHER

BARRIER

EXISTING 12" CMU,

REF STRUCT

SHIMS AS REQUIRED

EXISTING RIGID INSUL

CMU TO MATCH

EXISTING, SEE STRUCT

CONT BACKER ROD &

SEALANT BOTH SIDES

BRICK VENEER, REPAIR

& REPLACE AS REQ'D

EXISTING CMU,

VERIFY IN FIELD

SHIMS AS REQUIRED

12" CMU, SEE STRUCT

CONT. THRU WALL FLASH

W/ WEEPS @ 24" O.C.

CONT. PRE-FINISHED SLOPED

ALUM. WINDOW SILL

FLASHING W/ CONT. KEEPER.

MATCH LOUVER FINISH.

ADD FLEXIBLE FLASHING

MEMBRANE IN CAVITY AT

NEW CMU SILL TO MAKE

SILL WEATHER TIGHT

CAVITY WALL

INSULATION, FIELD VERIFY

+/- 1'-6" VIF

INSULATED MECH

DUCT. PROVIDE

SEALANT & BACKER

ROD ALL SIDES

REINSTALL SALVAGED BRICK

GRILLE - SEE MECH

SPRAY FOAM ALL

SIDES OF DUCT

CONT BACKER ROD &

SEALANT BOTH SIDES

EXISTING BRICK VENEER,

REINSTALL SALVAGED

BRICK AS REQ'D

ADD FLEXIBLE FLASHING

MEMBRANE IN CAVITY AT

LOUVER/DUCT TO MAKE

HEAD WEATHER TIGHT EXISTING CMU, REPAIR

AND REPLACE AS REQ'D

EXISTING 2" CAVITY WALL

INSULATION, FIELD VERIFY

MORTAR NET

GALV. STEEL PLATE,

SEE STRUCT

CMU SOAP BLOCK

CONT THRU WALL

FLASH W/ WEEPS

@ 24" O.C.

PAINT UNDERSIDE OF

STEEL BEAM & PLATE

STEEL LINTEL, SEE STRUCT

FIELD VERIFY

DUCT, SEE

MECHANICAL GRILLE - SEE

MECH

CONT BACKER ROD &

SEALANT BOTH SIDES

REINSTALL SALVAGED

BRICK VENEER

12" CMU, REF STRUCT

SHIMS AS REQUIRED

EXISTING 2" RIGID

INSUL. REPAIR AS REQ'D

DUCT, SEE MECHANICAL

GRILLE - SEE MECH

CONT. MEMBRANE WATER

RESISTIVE AIR BARRIER. TIE

INTO EXISTING WEATHER

BARRIER

SEALANT AT JOINT EACH

SIDE OF FRAME - ENTIRE

PERIMETER

1/2"

EXISTING

VERIFY 1/2"

DOOR AS SCHED

FRAME AS SCHED

FILL HM DOOR FRAME

WITH MORTAR

NOTE: HEAD SHOWN -

JAMB SIMILAR

EXISTING CMU

PROVIDE FRAME

ANCHORS AT JAMB

CONT BACKER ROD AND

SEALANT BOTH SIDES

BRICK VENEER, REPAIR &

REPLACE AS REQUIRED

EXISTING CMU,

VERIFY IN FIELD

12" CMU, SEE STRUCT

CONT. THRU WALL FLASH

W/ WEEPS @ 24" O.C.

CONT PRE-FINISHED SLOPED

ALUM. WINDOW SILL

FLASHING W/ CONT. KEEPER,

MATCH LOUVER FINISH

ADD FLEXIBLE FLASHING

MEMBRANE IN CAVITY AT

CMU SILL TO MAKE SILL

WEATHER TIGHT

CAVITY WALL INSULATION,

FIELD VERIFY

+/- 1'-6" VIF

INSULATED METAL DUCT

REINSTALL SALVAGED BRICK

SPRAY FOAM ALL

SIDES OF DUCT

TRIM RING ALL SIDES

CONT BACKER ROD &

SEALANT BOTH SIDES

EXISTING BRICK VENEER,

REINSTALL SALVAGED

BRICK AS REQ'D

ADD FLEXIBLE FLASHING

MEMB. IN CAVITY AT

LOUVER/DUCT TO MAKE

HEAD WEATHER TIGHT EXISTING CMU, REPAIR

AND REPLACE AS REQ'D

EXISTING 2" CAVITY WALL

INSULATION, FIELD VERIFY

MORTAR NET

GALV. STEEL PLATE,

SEE STRUCT

CMU SOAP BLOCK

CONT. THRU WALL FLASH

W/ WEEPS @ 24" O.C.

PAINT UNDERSIDE OF

STEEL BEAM & PLATE

STEEL LINTEL, SEE STRUCT

FIELD VERIFY

SPRAY FOAM ALL

SIDES OF DUCT

DUCT, SEE

MECHANICAL

CONT BACKER ROD &

SEALANT BOTH SIDES

INSULATED METAL

DUCT, SEE

MECHANICAL

REINSTALL SALVAGED

BRICK VENEER

CONT. MEMBRANE WATER

RESISTIVE AIR BARRIER. TIE

INTO EXISTING WEATHER

BARRIER

12" EXISTING CMU

EXISTING 2" RIGID

INSUL. REPAIR AS

REQ'D

CONT BACKER ROD &

SEALANT BOTH SIDES

SPRAY FOAM ALL

SIDES OF DUCT

TRIM RING ALL SIDES

PROVIDE NEW CMU

WAS REQUIRED FOR

NEW CLEAN OPENING

Project Number

ISSUE FOR BID:

SHEET

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE

Lic. No.:

Date:

TYPED OR PRINTED NAME:

/1 /2

P M

PUBMID-008736

10/15/25

A6.1

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CONSTRUCTION DETAILS

1 1/2" = 1'-0"A6.1

TYP DOOR HEAD DETAIL AT EXISTING

BRICK AND CMU

1 1/2" = 1'-0"A6.1

TYP DOOR JAMB DETAIL AT EXISTING BRICK

AND CMU

1 1/2" = 1'-0"A6.1

MECH GRILLE SILL DETAIL AT EXISTING

BRICK AND CMU

1 1/2" = 1'-0"A6.1

MECH GRILLE HEAD DETAIL AT EXISTING

BRICK AND CMU

1 1/2" = 1'-0"A6.1

MECH GRILLE JAMB DETAIL AT EXISTING

BRICK AND CMU

1 1/2" = 1'-0"A6.1

1 TYP INTERIOR DOOR HEAD @ CMU

1 1/2" = 1'-0"A6.1

3 DUCT SILL DETAIL AT EXISTING BRICK AND CMU

1 1/2" = 1'-0"A6.1

9 DUCT HEAD DETAIL AT EXISTING BRICK AND CMU

1 1/2" = 1'-0"A6.1

6 DUCT JAMB DETAIL AT EXISTING BRICK AND CMU

GLASS TYPES

GL-1 1/4" THICK CLEAR FLOAT GLASS

GL-1T

GL-2T

GL-3T

GL-4

GL-4T

1/4" THICK CLEAR "TEMPERED" FLOAT GLASS

1/4" THICK CLEAR "TEMPERED" LAMINATED GLASS

1/4" THICK CLEAR "TEMPERED" FIRE RATED GLASS

1" THICK CLEAR INSULATED GLASS

1" THICK CLEAR "TEMPERED" INSULATED GLASS

A. HARDWARE SUPPLIER TO PREPARE HARDWARE SCHEDULE AND GROUPS, TO BE SUBMITTED

THROUGH SHOP DRAWINGS

B. IF NO HEAD DETAIL IS LISTED THEN SIMILAR TO JAMB DETAIL.

DOOR SCHEDULE NOTES

1. INSULATED

2. IMPACT

3. IN-USE HARDWARE

4. DECORATIVE HARDWARE

5. APPLIED TRIM - SEE SPEC

6. EXISTING DOOR TO REMAIN - VIF

DOOR CONSTRUCTION ABBREVIATIONS

AL = ALUMINUM

FBG = FIBERGLASS

GL = ALL GLASS

HC = HOLLOW CORE

HDBD = HARDBOARD

HM = HOLLOW METAL

IMP = HIGH IMPACT

MDF = MEDIUM DENSITY FIBERBOARD

STL = STEEL

WD = WOOD

AL-00

ALUMINUM FRAME

FBG-00

FIBERGLASS FRAME

HM4-00

HOLLOW METAL FRAME

W/ 4" HEADER JAMB

4" HEAD,TYP

PROVIDE

TRANSOM WITH

FIBERGLASS

PANEL AT DOOR

625A

FIBERGLASS (FBG)

DOOR

DOOR FINISH: PT-3, UNLESS OTHERWISE NOTED

DOOR TRIM: PT-3, UNLESS OTHERWISE NOTED

WINDOW TRIM: PT-3, UNLESS OTHERWISE NOTED

DOOR FINISH NOTES

1/4" = 1'-0"

DOOR FRAME LEGEND

1/4" = 1'-0"

DOOR PANEL LEGEND

Project Number

ISSUE FOR BID:

SHEET

I HEREBY CERTIFY THAT THIS

PLAN, SPECIFICATION, OR

REPORT WAS PREPARED BY ME

OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A

DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE

Lic. No.:

Date:

TYPED OR PRINTED NAME:

/1 /2

P M

PUBMID-008736

10/15/25

A7.1

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OPENING SCHEDULE,

DOOR TYPES, FRAME

TYPES

DOOR SCHEDULE

REV MARK DESCRIPTION FROM TO WIDTH HEIGHT

PANEL FRAME

FIRE

RATING HARDWARE NOTES

PNL 1

TYPE

PNL 2

TYPE WIDTH MATL TYPE

MAIN LEVEL (667'-6")

606 Single Swing GIRLS SHOWER POOL DECK 3'-0" 7'-0" F FBG FBG-00 05 FIBERGLASS FRAME, FIBERGLASS DOOR

611 Single Swing POOL DECK OFFICE 3'-0" 7'-0" F FBG FBG-00 06 FIBERGLASS FRAME, FIBERGLASS DOOR

617 Single Swing BOYS SHOWER POOL DECK 3'-0" 7'-0" F FBG FBG-00 05 FIBERGLASS FRAME, FIBERGLASS DOOR

624A Single Swing POOL DECK 3'-0" 7'-0" F FBG FBG-00 01 FIBERGLASS FRAME, FIBERGLASS DOOR

624B Double Swing POOL DECK 6'-0" 7'-0" F F 3'-0" FBG FBG-00 02 FIBERGLASS FRAME, FIBERGLASS DOOR

625A Single Swing STAIR 2 POOL DECK 3'-0" 7'-0" F FBG FBG-00 04 FIBERGLASS FRAME, FIBERGLASS DOOR

626 Single Swing STAIR 1 3'-8" 7'-0" F FBG FBG-00 01 FIBERGLASS FRAME, FIBERGLASS DOOR

626B Single Swing STAIR 2 3'-0" 7'-0" F FBG FBG-00 03 FIBERGLASS FRAME, FIBERGLASS DOOR

T O

S P

O U

T B

WATER CLOSET URINAL TOILET PAPER DISPENSER

SANITARY NAPKIN DISPOSAL FIRE EXTINGUISHER WATER COOLER

SANITARY NAPKIN DISPOSAL GRAB BARS SIDE ACCESS W.C. & GRAB BARS

TRANSFER SHOWER STALLSHELF AND ROD

AMBULATORY STALL

TRANSFER SHOWER STALL

ROLL-IN SHOWER STALLAUTOMATIC DOORS

BATHTUB

MOUNTING HEIGHTS (NON-ACCESSIBLE)

SHELF

5% OF SHELVING IN ANY AREA MUST

BE AT ACCESSIBLE HEIGHT AS SHOWN

SANITARY

NAPKIN

DISPENSER

CLEAR

FLOOR

SPACE

TOWEL

DISPENSER /

RECEPTOR

TOWEL

DISPENSER

SOAP

DISPENSER

HAND

DRYER

GRAB BAR

FOLDING

SHOWER

SEAT

GRAB BAR

PLAM SHELF

PLAM

BRACE

OPERABLE PARTS SHALL BE

A MAXIMUM OF 48" AFF

CLEAR KNEE SPACE

INDICATED BY

DASHED LINE

ZONE FOR OPERABLE

PARTS OF DISP.

HAND SHOWER & CONTROL

PANEL LOCATION

BAR FOR HAND HELD SHOWER HEAD

GRAB BARS

HAND SHOWER & CONTROL PANEL LOCATION

BAR FOR HAND HELD SHOWER HEAD

FOLDING SHOWERSEAT

1/2" MAXIMUM THRESHOLD

ALIGN EDGE OF GRAB BAR WITH EDGE OF SEAT

WALL

MOUNTED

POST MOUNTED

3"∅ DOOR OPERATOR CONTACT SWITCH;

CENTER AT 2'-9" AFF

ZONE FOR OPERABLE

PARTS OF DISPOSALCLEAR FLOOR SPACE

CLEAR FLOOR

SPACE

24" GRAB BAR

12" GRAB BAR 42" GRAB BARS

CONTROL PANEL

LOCATION

BAR FOR HAND HELD

SHOWER HEAD

TOP OF TILE 70"

MINIMUM ABOVE

DRAIN, TYP.

MAX

MIN

5'-0"

MAX

1'-3"

MAX

M A

3'-0"

CLEAR FLOOR SPACE

3'-0" MIN

ON SEAT WALL

1'-0" MIN

3'-0"

CLEAR FLOOR SPACE

4'-0" MIN

1'-6"

F O

R W

A R

D A

P P

R O

A C

M A

MIN

2'-0"

6" 2"

M A

3'-6" 1'-0"

3'-5" MAX

3'-3" MIN

AMBULATORY STALLS

60" MIN CLEAR

MIN

1'-3"

MIN

1'-3"

M A

T O

C O

N T

R O

M A

MIN

2'-0"

3'-6" MAX

A R

2'-4" 1'-0"

IN4

T O

S P

O U

1'-3" MIN

M A

1'-6" 1'-6"

11" MIN

MIN

1'-5"

IN M

A X

MIN

M A

MIN

1'-3"

MIN

1'-3"

M A

MIN

1'-0"

MIN

2'-0"

1'-5" 3'-7"

48" MIN CLEAR

2'-1"

MAX

2'-3"

MIN

1'-4"

M A

C L

CL CL

MIRROR / LAVATORY

H T

A H

V F

Y M

N T

G H

O O

MOUNTING HEIGHTS (ACCESSIBLE)

MIRROR / LAVATORY

THERMOSTAT

LIGHT SWITCH

ELECTRICAL RECEPTACLES

TELEPHONE / DATA JACKS

LOCATE ALL ITEMS AS SHOWN UNLESS OTHERWISE NOTED ON DESIGNER / ARCHITECT'S PLANS.

VERIFY COLOR OF SWITCHES, RECEPTACLES & COVER PLATES WITH DESIGNER / ARCHITECT.

6" OR NEAREST STUD

MOUNTING HEIGHTS

(ELECTRICAL)

MEZZANINE

9'-0" ABOVE DECK

TOP OF BLEACHERS

22'-4" ABOVE DECK

LEVEL ONE

POOL DECK

ANGLED WALL ANGLED WALL

WALL BASE PER FINISH PLAN

EXISTING BLEACHERS

WALL MOUNTED 6' W. x 4' H.

WHITE BOARD, BY

CONTRACTOR

WALL

ANGLED

RAILING, SEE ARCHITECTURAL

DETAILS, REFER TO SHEET A5.1

WALL BASE PER FINISH PLAN, TYP.EXISTING DRINKING FOUNTAIN

WALL

ANGLED

PT-3 EXPOSED

STRUCTURAL JOIST, TYP.

PT-3 EXPOSED DUCT

WORK, TYP.

WALL FINISH PER

FINISH PLAN, TYP.

WALL FINISH PER FINISH PLAN, TYP.

PTM-3

EQ EQCL

8" TYP. 38'-8"

SUSPENDED LIGHT

FIXTURE, SEE ELECTRICAL

REFER TO SHEET A8.2 FOR PAINTED WALL DESIGN LOCATION(S)

MEZZANINE

9'-0" ABOVE DECK

TOP OF BLEACHERS

22'-4" ABOVE DECK

LEVEL ONE

POOL DECK

REFER TO (4/A8.1)

ANGLED WALL

RB-1 (AT MEZZANINE LEVEL ONLY)

RAILING, SEE ARCHITECTURAL DETAILS

REFER TO SHEET A5.1

WALL BASE PER FINISH PLAN, TYP.WALL…

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File details come from the government source that posted it. Updated Nov 12, 2025.