I31-06122 Ishpeming Football Upgrades_DRAWINGS_2026.03.03.pdf

PDF 22 MB Posted Mar 6, 2026

Attached to: Football Concessions Lockeroom Upgrades
Solicitation number: RFP IPSD 260000001417 1
Issued by: Kent County, Michigan

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Written by GovTribe AI · Mar 11, 2026

This is a comprehensive architectural and engineering drawing set for the I31-06122 Football Upgrades project in Ishpeming, Michigan, prepared by U.P. Engineers & Architects, Inc. for the Ishpeming Public School District. The project encompasses the construction of two new buildings—a locker room facility (approximately 8,880 square feet) and a concessions building (approximately 704 square feet)—to support football operations at the high school. The locker room building includes home and visiting locker rooms with associated shower facilities, toilets, and storage areas, while the concessions building provides restroom facilities and food service preparation and serving areas. The project is designed to comply with the 2021 Michigan Building Code, 2021 NFPA Life Safety Code, and related mechanical, plumbing, and electrical codes. The buildings are classified as Assembly occupancy (A-3) with unprotected, non-sprinklered construction, and feature concrete and masonry construction with standing seam metal roofing. The site plan indicates demolition of existing structures and integration with existing football field infrastructure, parking areas, and utilities. The drawings were issued for bidding on March 3, 2026, and include detailed specifications for structural systems, mechanical and plumbing installations, and electrical systems.

The project specifications include comprehensive mechanical systems with make-up air units, exhaust fans, and gas-fired heating; plumbing systems with fixtures including water closets, urinals, lavatories, showers, and floor drains; and electrical systems with branch panels, lighting circuits, receptacles, and security/data infrastructure. The locker rooms feature heavy-duty steel lockers, stainless steel toilet partitions, and specialized ventilation with perforated locker sides to facilitate air circulation. The concessions building includes commercial kitchen equipment (three-compartment sink, food warmer, popcorn machine, hot dog roller, nacho dispenser, and refrigeration units) and grease interceptor systems. Exterior construction incorporates brick veneer over concrete masonry units with R-15.2 minimum continuous rigid insulation, fiberglass reinforced plastic or tongue-and-groove wood ceilings depending on space type, and aluminum framed windows and doors. The project requires coordination with utility providers for new service connections and relocated transformer equipment. All work is to be performed in accordance with manufacturer specifications and industry standards, with provisions for testing and balancing of mechanical and plumbing systems prior to final acceptance.

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BUILDING CODE INFORMATION

PROJECT NAME: FOOTBALL UPGRADES

AUTHORITY HAVING

JURISDICTION (AHJ): MARQUETTE COUNTY BUILDING CODES

STATE OF MICHIGAN BUREAU OF FIRE SERVICES

GOVERNING CODE: 2021 MICHIGAN BUILDING CODE (2021 IBC AMENDED)

2021 NFPA LIFE SAFETY CODE PLUS MICHIGAN AMENDMENTS (2012 NFPA 101 AMENDED)

2021 MICHIGAN MECHANICAL CODE (2021 IMC AMENDED)

2021 MICHIGAN PLUMBING CODE (2021 IPC AMENDED)

2021 MICHIGAN ENERGY CODE 2021 IECC AMENDED)

2023 NATIONAL ELECTRICAL CODE (2023 NFPA 70 AMENDED)

2023 MICHIGAN ELECTRICAL CODE, PART 8

OCCUPANCY TYPE: A-3, ASSEMBLY

ZONING: (GR) GENERAL RESIDENTIAL

CONSTRUCTION TYPE: MBC TYPE III-B,

UNPROTECTED, COMBUSTIBLE, NON-SPRINKLERED

BUILDING AREA: 9,584 SF

ROOF AREA: 11,236 SF

33 G5

30 65

17 139

55 52

32 180

14 12

CEDARVILLE

HESSEL

WHITEFISH

POINT

SAULT

STE

MARIE

NATIONAL PARK

ISLE ROYALE

NORWAY

MARENISCO

WHITE PINE

BERGLAND

NEWBERRY

SILVER

CITY

BESSEMER

IRONWOOD

WAKEFIELD

GREEN BAY

GWINN

HERMANSVILLE

MENOMINEE

IRON MOUNTAIN

VULCAN

CASPIAN

TROUT

WATERSMEET

CREEK

CROSSING

MASS

CITY

BRUCE

ONTONAGON

ROCKLAND BARAGA

ARNHEIM

CRYSTAL

FALLS

ISHPEMING

MICHIGAMME

L'ANSE

AURA

SKANEE

MARQUETTE

NEGAUNEE

MANISTIQUE

ESCANABA

FAYETTE

GARDEN

MUNISING

CURTIS

CITY

GOULD

HARBOR

CALUMET

RIPLEYHOUGHTON

CHASSELL

HANCOCK

DELAWARE

LAKE

LINDEN

LAURIUM

EAGLE

HARBOR

COPPER

MACKINAC

ISLAND

IGNACE

INDIAN

RIVER

CHEBOYGAN

MACKINAW CITY

PELSTON

ONAWAY

GAYLORD

PETOSKEY

CHARLEVOIX

MANCELONA

KALKASKA

TRAVERSE

CITY

EMPIRE

ELBERTA

ARCADIA

MANISTEE

SCOTTVILLE

BALDWINLUDINGTON

SHELBY

BIG RAPIDS

MOUNT

PLEASANT

CADILLAC

GRAYLING

EAST

TAWAS

ROSCOMMON

LACHINE ALPENA

WOLVERINE

ATLANTA

ROGERS CITYALANSON

CROSS

VILLAGE

BOYNE CITY

BELLAIRE

JORDAN

EASTPORTNORTHPORT

LELAND

BUCKLEY

FIFE

LAKE

FRANKFORT

MESICK

MANTON

BEAR

LAKE

LILLEY

HESPERIA

WHITE

CLOUD

EVART

REMUS

MIDLAND

SAGINAW

BAY

CITY

HARRISVILLE

CURRAN

MIO

OSCODA

TAWAS CITY

WEST

BRANCH

STANDISH

GLADWIN

McBAIN

LAKE CITY

CLARE

CARO

TROUT LAKE

BREVORT

IRON RIVERBRULE

WASHBURN

POPLAR

ASHLAND

PORT WING BAYFIELD

ODARRAH

MELLEN

UPSON

HURLEY

GLIDDEN

PARK FALLS

CLAM LAKE

MERCER

PRESQUE

ISLE

LAND O'LAKES

EAGLE

RIVER

PHELPS

FLORENCE

NIAGRA

CRANDON

SUPERIOR

HAYWARD

MINONG

CABLE

SHELL LAKE

GRANTSBURG

BALSAM

LAKE BARRON

MENOMONIE

DURAND

ALMA

WHITEHALL

BLACK

RIVER

FALLS

SPARTA

LA CROSSE

FRIENDSHIP

MONTELLO

WAUTOMA

GREEN

LAKE

FOND DU LAC

OSHKOSH

APPLETON

DE PERE

GREEN BAY

KEWAUNEE

STURGEON BAY

MARINETTE

OCONTO

SHAWANO

KESHENA

WAUSAU

STEVENS

POINT

WAUPACA

RHINELANDERPHILIPS

MEDFORD

MERRILL

ANTIGO

EAU CLARE

LADYSMITH

THREE

LAKES

MICHIGAN

WISCONSIN

LAKE

MICHIGAN

LAKE

SUPERIOR

HURON

LAKE

100 PORTAGE STREET

HOUGHTON, MI 49931

P (906) 482-4810 F (906) 482-9799

1 2 3 4 5

U.P. ENGINEERS &

ARCHITECTS, INC.

2906 N. STEPHENSON AVE, SUITE 2

IRON MOUNTAIN, MI 49801

P (906) 779-0937 F (906) 779-0947

424 S. PINE ST.

ISHPEMING, MI 49849

P (906) 485-1011 F (906) 485-1013

1701 DUNLAP AVE., SUITE 8

MARINETTE, WI 54143

P (715) 732-4188 F (715) 732-4189

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

P (906) 635-0511 F (906) 635-0612

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FOOTBALL UPGRADES

ISHPEMING PUBLIC SCHOOL DISTRICT

319 E. DIVISION ST., ISHPEMING, MI 49849

G001

COVER SHEET

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PROJECT LOCATION

PROJECT VICINITY MAP

SHEET INDEX

NUMBER SHEET NAME

G001 COVER SHEET

G002 LIFE SAFETY PLANS

C100 EXISTING / DEMO SITE PLAN

C101 PROPOSED SITE PLAN

C102 PROPOSED UTILITY PLAN

C103 PROPOSED GRADING PLAN

C501 UTILITY DETAILS

C502 UTILITY DETAILS

C503 DETAILS

C504 FENCE DETAILS

S001 STRUCTURAL NOTES

S100 SOIL BORINGS

S101 FOUNDATION PLAN - CONCESSIONS

S102 FOUNDATION PLAN - LOCKER ROOMS

S103 ROOF FRAMING PLAN - CONCESSIONS

S104 ROOF FRAMING PLAN - LOCKER ROOMS

A000 ARCHITECTURAL STANDARDS

A100 OVERALL BUILDING PLAN LAYOUT

A101 OVERALL FLOOR PLAN - CONCESSIONS

A102 OVERALL FLOOR PLAN - LOCKER ROOMS

A103 ENLARGED FLOOR PLANS - LOCKER ROOMS

A104 ENLARGED FLOOR PLANS - EXTERIOR

A105 REFLECTED CEILING PLANS

A106 ROOF PLAN

A201 EXTERIOR ELEVATION - CONCESSIONS

A202 EXTERIOR ELEVATIONS - LOCKER ROOMS

A203 EXTERIOR ELEVATIONS - LOCKER ROOMS

A204 EXTERIOR ELEVATIONS - LOCKER ROOMS

A301 BUILDING SECTIONS - CONCESSIONS

A302 BUILDING SECTIONS - LOCKER ROOMS

A310 WALL SECTIONS - CONCESSIONS

A311 WALL SECTIONS - LOCKER ROOMS

A312 WALL SECTIONS - LOCKER ROOMS

A313 WALL SECTIONS - LOCKER ROOMS

A501 INTERIOR ELEVATIONS - CONCESSIONS

A502 INTERIOR ELEVATIONS - VISISTING LOCKER ROOM

A503 INTERIOR ELEVATIONS - HOME LOCKER ROOM

A504 INTERIOR ELEVATIONS - HOME LOCKER ROOM

A601 SCHEDULES AND DETAILS

A701 CONCESSION PLAN & EQUIPMENT SCHEDULE

SHEET INDEX

NUMBER SHEET NAME

MP001 MECHANICAL & PLUMBING ABBREVIATIONS, SYMBOLS AND NOTES

MP002 MECHANICAL & PLUMBING SPECIFICATIONS ANDNOTES

M100 OVERALL MECHANICAL PLAN

M101 ENLARGED MECHANICAL PLAN - CONCESSIONS

M102 ENLARGED MECHANICAL PLAN - LOCKER ROOMS

M501 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

P101 OVERALL PLUMBING PLANS

P102 ENLARGED PLUMBING PLAN - CONCESSIONS

P103 ENLARGED PLUMBING PLAN - CONCESSIONS

P104 ENLARGED PLUMBING PLAN - LOCKER ROOMS

P105 ENLARGED PLUMBING PLAN - LOCKER ROOMS

P501 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

P602 PLUMBING SCHEDULES

E001 ELECTRICAL ABBREVIATIONS

E100 ELECTRICAL SITE PLAN

E101 OVERALL ELECTRICAL PLANS

E401 ENLARGED POWER PLAN - CONCESSIONS

E402 ENLARGED POWER PLAN - LOCKER ROOMS

E403 ENLARGED LIGHTING PLAN - CONCESSIONS

E404 ENLARGED LIGHTING PLAN - LOCKER ROOMS

E501 ELECTRICAL DETAILS

E502 ELECTRICAL RISER DIAGRAM

E601 ELECTRICAL SCHEDULES

AREA:

GROUP:

OLF:

LOAD:

EXITS:

321 SF

WOMENS

10 AREA:

GROUP:

OLF:

LOAD:

EXITS:

71 SF

UNISEX

AREA:

GROUP:

OLF:

LOAD:

EXITS:

285 SF

MENS

AREA:

GROUP:

OLF:

LOAD:

EXITS:

70 SF

S-1

JAN.

AREA:

GROUP:

OLF:

LOAD:

EXITS:

556 SF

CONCESSION

AREA:

GROUP:

OLF:

LOAD:

EXITS:

256 SF

S-2

STORAGE

AREA:

GROUP:

OLF:

LOAD:

EXITS:

1128 SF

A-3

VISITING LOCKER ROOM*

AREA:

GROUP:

OLF:

LOAD:

EXITS:

46 SF

S-1

JAN.

AREA:

GROUP:

OLF:

LOAD:

EXITS:

435 SF

S-1

MECH. ROOM

AREA:

GROUP:

OLF:

LOAD:

EXITS:

559 SF

S-2

STORAGE

AREA:

GROUP:

OLF:

LOAD:

EXITS:

714 SF

S-1

TRACK STORAGE

AREA:

GROUP:

OLF:

LOAD:

EXITS:

470 SF

S-1

TENNIS STORAGE

AREA:

GROUP:

OLF:

LOAD:

EXITS:

61 SF

TICKET BOOTH 1

AREA:

GROUP:

OLF:

LOAD:

EXITS:

59 SF

TICKET BOOTH 2

AREA:

GROUP:

OLF:

LOAD:

EXITS:

745 SF

S-1

FOOTBALL STORAGE

AREA:

GROUP:

OLF:

LOAD:

EXITS:

69 SF

S-1

JAN.

AREA:

GROUP:

OLF:

LOAD:

EXITS:

2304 SF

A-3

HOME LOCKER ROOM

AREA:

GROUP:

OLF:

LOAD:

EXITS:

182 SF

OFFICE

AREA:

GROUP:

OLF:

LOAD:

EXITS:

326 SF

OFFICIAL LOCKER ROOM

AREA:

GROUP:

OLF:

LOAD:

EXITS:

222 SF

VEST.

30 VISITOR

LOCKERS

PROVIDED

30 JUNIOR VARSITY

LOCKERS

PROVIDED

40 JUNIOR VARSITY

LOCKERS

PROVIDED

*OCCUPANT LOAD - GENERAL NOTES

PER AFFIDAVIT BY OWNER, THE ACTUAL OCCUPANT LOAD SHALL BE 108 OCCUPANTS.

• ALL OF THE AREAS HAVE BEEN CALCULATED PER CODE WITH EXCEPTION TO THE VISITING LOCKER ROOM.

• THE VISITING LOCKER ROOM HAS BEEN CALCULATED BASED ON THE QUANTITY OF LOCKERS PROVIDED.

• THE VISITING LOCKER ROOM SHALL BE NO MORE THAN THIRTY (30) OCCUPANTS AT ANY TIME.

FIRE SUPPRESSION - GENERAL NOTES

PER MICHIGAN BUILDING CODE, SECTION 903.2.1.3 GROUP A-3: AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT STORIES CONTAINING GROUP A-3 OCCUPANCIES AND THROUGHOUT ALL STORIES FROM THE GROUP A-3 OCCUPANCY TO AND INCLUDING THE LEVELS OF EXIT DISCHARGE SERVING THAT

OCCUPANCY WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS:

1. THE FIRE AREA EXCEEDS 12,000 SQUARE FEET.

2. THE FIRE AREA HAS AN OCCUPANT LOAD OF 300 OR MORE.

3. THE FIRE AREA IS LOCATED ON A FLOOR OTHER THAN A LEVEL OF EXIT DISCHARGE SERVING SUCH OCCUPANCIES.

FIRE SUPPRESSION SHALL NOT BE REQUIRED SINCE THE FIRE AREA DOES NOT MEET OR EXCEED ANY OF THESE REQUIREMENTS.

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G002

LIFE SAFETY

PLANS

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NORTH

3/16" = 1'-0"A4 CONCESSIONS LIFE SAFETY PLAN

1/8" = 1'-0"A1 LOCKER ROOM LIFE SAFETY PLAN

NORTH

LIFE SAFETY AND OCCUPANCY COUNT

CODE SPACE

FUNCTION AREA ROOM NAME

OCCUPANCY

COUNT

- 321 SF WOMENS 0

- 71 SF UNISEX 0

- 285 SF MENS 0

S-1 70 SF JAN. 1

B 556 SF CONCESSION 4

S-2 256 SF STORAGE 1

A-3 1128 SF VISITING LOCKER ROOM* 23

S-1 46 SF JAN. 1

S-1 435 SF MECH. ROOM 2

S-2 559 SF STORAGE 2

S-1 714 SF TRACK STORAGE 3

S-1 470 SF TENNIS STORAGE 2

B 61 SF TICKET BOOTH 1 1

B 59 SF TICKET BOOTH 2 1

S-1 745 SF FOOTBALL STORAGE 3

S-1 69 SF JAN. 1

A-3 2304 SF HOME LOCKER ROOM 47

B 182 SF OFFICE 2

B 326 SF OFFICIAL LOCKER ROOM 7

- 222 SF VEST. 0

8880 SF 101TOTALS: 108

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C100

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LEGEND

REFERENCE POINTSCONTROL POINT DATA

BENCHMARK DATA

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PROPOSED

SITE PLAN

C101

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LEGEND

STM

LEGEND

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UTILITY PLAN

C102

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SPOT ELEVATION LEGEND

GRADING PLAN-CONCESSION BUILDINGB1

GRADING PLAN-LOCKER ROOMSA4

LEGEND

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TOP VIEW OF SANITARY MANHOLE

KEYNOTE SCHEDULE

2' DIA. DRAINAGE STRUCTURED1 4' DIA. DRAINAGE STRUCTURED2

STANDARD SANITARY PRECAST MANHOLEA1 SANITARY SEWER LATERAL PROFILEA4

SANITARY SEWER LATERAL PLANB4

TYPICAL SEWER REPAIR DETAILD4

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DETAILS

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THRUST BLOCK FOR PLUG AND 90° BENDTHRUST BLOCK FOR TEES

GENERAL NOTES

RETAINER GLANDS OR RESTRAINED JOINTS

PIPE RESTRAINT SCHEDULE FOR

TYPICAL SERVICE TAP SPACING DETAILD3

WATERMAIN RELOCATION DETAILD5

TYPICAL SERVICE LINE CONNECTION DETAILB1

TYPICAL VALVE LOCATION DETAILB1

TYPICAL VALVE & BOX INSTALLATIONB5

TYPICAL SYSTEM CONNECTION DETAILA3CONCRETE THRUST BLOCK DETAILSA1

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ASPHALT ROAD REPLACEMENT & TRENCH DETAILD1

ROCK REMOVAL & TRENCH INSULATION DETAILD3

CONCRETE PAVEMENT DETAILB1

ROADWAY COMPACTION DETAILC1

TYPICAL PAVEMENT SECTIONA1 PIPE BEDDING DETAILA3 SILT FENCE INSTALLATION DETAILA4

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TYPICAL PARKING STRIPING DETAILB4

HANDICAP PARKING SIGN W/ BOLLARDD4

4" TOOLED CONTROL JOINT, THEN

SAW JOINT TO 14 PAVEMENT DEPTH

MEDIUM BROOM FINISH

SEE

COMPACTED

SUBGRADE OR FILL

TYPE S1/S2

4" RADIUS TYP.

CONCRETE WALK

COMPACTED

GRANULAR BASE

CONTROL JOINTB3

CONTROL JOINT,

SEE DETAIL

MEDIUM BROOM FINISH

PERPENDICULAR TO

WALK DIRECTION

MEDIUM BROOM FINISHB2

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BRACE RAIL CLAMP DETAILS

ROUND POST

H-BEAM

TENSION BAND DETAIL

END OR GATE POST DETAIL

TOP OR BRACE RAIL ATTACHMENT

ROUND POSTH-BEAM

TRUSS ROD AND BAND

C4 CHAIN-LINK SECURITY FENCE DETAIL

C2 GROUNDING DETAIL

A1 STANDARD 90° HINGE

C1 LINE POST ATTACHMENTS

B2 FASTENING DETAILS

A2 FROST LATCH ASSEMBLY

B4 ACCESS GATE

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S001

STRUCTURAL

NOTES

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1. ALL TREATED LUMBER SHALL BE SPRUCE-PINE-FIR NO. 2 GRADE OR BETTER. ALL TREATED LUMBER SHALL BE IN ACCORDANCE WITH AWPA SPECIFICATIONS FOR TREATED LUMBER AND SHALL HAVE A MINIMUM RETENTION OF 0.4 FOR ABOVE GROUND USE AND 0.60 RETENTION FOR BELOW GRADE

OR DIRECT EXPOSURE TO FRESHWATER.

2. ALL FRAMING MEMBERS SHALL BE SPRUCE-PINE-FIR (SPF) NO. 2 GRADE OR BETTER, UNLESS A BETTER

SPECIES AND GRADE IS SHOWN ON THE CONSTRUCTION PLANS.

3. ALL 7/16" O.S.B. & 19/32" ROOF SHEATHING WALL SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6"O.C. AT

PANEL EDGES AND 12" O.C. IN THE FIELD.

4. ALL LAMINATED-VENEER-LUMBER (LVL) SHALL HAVE THE MINIMUM FOLLOWING STRUCTURAL

PROPERTIES:

A. Fb > 2800 P.S.I.

B. Fv > 285 P.S.I.

C. E > 2.0 E^6 P.S.I.

5. ALL ANCHOR BOLTS FOR TREATED WOOD SOLE PLATE TO FOUNDATION CONNECTIONS SHALL BE 1/2" DIA.

x 8" LONG AT 4'-0"O.C. AND SHALL BE CAST DIRECTLY INTO CONCRETE FOUNDATION OR SET IN REINFORCED CONCRETE GROUTED C.M.U. CORE UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION

PLANS.

6. FRAMING SHALL BE IN ACCORDANCE WITH THE "2015 WOOD FRAME CONSTRUCTION MANUAL FOR ONE -

AND - TWO - FAMILY DWELLINGS" OF THE AMERICAN WOOD COUNCIL.

7. METAL HANGERS/CONNECTORS SHALL BE, SIMPSON STRONG-TIE OR EQUAL. USE HANGERS AS

RECOMMENDED BY THE MANUFACTURER FOR THE USE.

8. SHEATHING/FLOORING SHALL BE APA GRADED AS FOLLOWS:

A. ROOF SHEATHING: 5/8" MIN. 40/20, EXPOSURE 1

B. WALL SHEATHING: 1/2" MIN. 32/16, EXPOSURE 1

C. FLOOR SHEATHING: 3/4" MIN. STURD-I-FLOOR, EXPOSURE 1, T&G, GLUED AND NAILED.

9. STEEL PLATES OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER AND PROTECTED WITHIN THE BUILDING ENVELOPE (ADEQUATELY SHIELDED FROM DIRECT CONTACT WITH MOISTURE) SHALL BE STAINLESS STEEL OR GALVANIZED TO G60 PER ASTM A 924 REQUIREMENTS. STEEL PLATES OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER LOCATED OUTSIDE OF THE BUILDING ENVELOPE OR EXPOSED TO MOISTURE SHALL BE STAINLESS STEEL OR GALVANIZED TO G90 PER ASTM A924.

GENERAL WOOD FRAMING:

DESIGN DATA

A. DESIGNED PER MBC 2021 AND ASCE 7-16

B. ROOF SYSTEM: PRE FABRICATED WOOD TRUSSES @ 16" O.C.

1. SNOW LOAD = 100 psf (NO LOAD REDUCTIONS ALLOWED)

2. UNBALANCED SNOW LOADS = 115 psf OVER A LENGTH OF 8'-0" (LOCKER ROOM)

115 psf OVER A LENGTH OF 7'-0" (CONCESSIONS)

3. ROOF DEAD LOAD = STRUCTURE MECH./ELECT. = 20 psf PLUS TWO (2) 400-LB POINT LOADS, SEE PLANS

4. SNOW DRIFT LOADING SHALL BE ACCOUNTED FOR AND IS THE RESPONSIBILITY OF THE TRUSS MANUF'R.

C. WIND LOADS:

1. WIND SPEED = 104 mph

2. RISK CATEGORY = II

3. WIND EXPOSURE CATEGORY = C

5. COMPONENTS AND CLADDING

a. BUILDING CLADDING= 30 psf (ZONE 2)

b. ROOF OVERHANG CLADDING= 30psf (ZONE 2)

LOCKER ROOM BUILDING:

1. MAIN WIND FORCE RESISTING SYSTEM (MAX WALL) = 16 psf

2. MAIN WIND FORCE RESISTING SYSTEM (MAX ROOF UPLIFT) = -12 psf

3. INTERNAL PRESSURE COEFF = GCpi = +0.18/-0.18

CONCESSIONS BUILDING:

1. MAIN WIND FORCE RESISTING SYSTEM (MAX WALL) = 16 psf

2. MAIN WIND FORCE RESISTING SYSTEM (MAX ROOF UPLIFT) = -12 psf

3. INTERNAL PRESSURE COEFF = GCpi = +0.18/-0.18

D. SEISMIC DESIGN:

1. SEISMIC DESIGN CATEGORY = A

2. SEISMIC SITE CLASS = D

3. SEISMIC IMPORTANCE FACTOR, le = 1.0

4. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMTERS: Ss = 0.043, S1 = 0.018

5. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMTERS: Sds = 0.046, SD1 = 0.029

1. ALL FOOTINGS HAVE BEEN SIZED BASED ON AN ALLOWABLE BEARING CAPACITY OF

2000 POUNDS PER SQUARE FOOT (2000 P.S.F.). CONTRACTOR SHALL BE SOLELY

RESPONSIBLE FOR VERIFYING AND PROVIDING 2000 P.S.F. BEARING CAPACITY AT THE

PREPARED SITE . CONCRETE SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND.

2. THE CONCRETE FLOOR SLAB SHALL BE CUT WITH A 1/4" WIDE x 1-1/2" DEEP SAW-CUT

PER PLAN. IF A PLAN IS NOT PROVIDED, CONTRACTOR SHALL SUBMIT A SAW-CUTTING

PLAN TO THE ENGINEER/ARCHITECT FOR APPROVAL. ALL SAW-CUT JOINTS SHALL BE

FILLED WITH SEALANT PER SPECIFICATIONS. ALL FLOOR SLAB CUTTING SHALL BE

PERFORMED IMMEDIATELY AFTER PLACEMENT OF CONCRETE AND WHEN CONCRETE

CAN SUPPORT LABORER AND SAW-CUTTING DEVICE. SAW-CUTTING SHALL OCCUR WITHIN

24 HOURS AFTER PLACEMENT AND SHALL PROVIDE ENOUGH SAW-CUTTING SUCH THAT NO

OTHER SLAB CRACKING WILL OCCUR. SAW-CUT JOINTS TO BE STRAIGHT AND TRUE.

3. PROVIDE 10-MIL VAPOR BARRIER UNDER ALL INTERIOR CONCRETE SLABS.

4. CONCRETE FOR THIS PROJECT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH ACCORDING TO THE FOLLOWING:

A. FOOTINGS: 3000 PSI

B. WALLS, COLUMNS, STRUCTURAL CONCRETE: 4000 PSI

C. INTERIOR SLABS ON GRADE: 4000 PSI

D. EXTERIOR SLABS ON GRADE: 4000 PSI

5. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60 (Fy=

60,000 P.S.I.). ALL WELDED WIRE FABRIC (W.W.F.) SHALL BE IN ACCORDANCE WITH ASTM

A185.

6. ALL REINFORCING STEEL LAP SPLICES, NOT OTHERWISE SHOWN ON THE CONSTRUCTION

PLANS, SHALL BE AS FOLLOWS:

A. #4's - 18" B. #5's - 24" C. #6's - 36" D. #8's - 48"

7. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIFICATIONS,

THE LATEST EDITION OF THE ACI 318,BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE, ACI 4301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. IN

CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN

8. CONTRACTOR SHALL PROVIDE CORNER BARS OF EQUAL OR GREATER SIZE TO

HORIZONTAL WALL REINFORCEMENT AT ALL CORNERS AND INTERSECTIONS OF

CONCRETE FOUNDATIONS.

CONCRETEPRE-FABRICATED TRUSS:

1. CONCRETE MASONRY SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE NATIONAL CONCRETE MASONRY ASSOCIATION, PORTLAND CEMENT ASSOCIATION AND THE AMERICAN CONCRETE INSTITUTE

CODES.

2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT CONFORMING TO ASTM C90: HOLLOW LOAD

BEARING, GRADE N, TYPE II, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,700 PSI.

3. MORTAR SHALL CONFORM TO ASTM C270, TYPE S WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI

AT 28 DAYS. SEE SPECIFICATIONS.

4. GROUT SHALL CONFORM TO ASTM C476, FINE OR COARSE TYPE AS APPROPRIATE, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. LOW LIFT GROUTING SHALL BE USED IN HEIGHTS OF

LESS THAN FOUR FEET.

5. HORIZONTAL AND VERTICAL REINFORCING SHALL COMPLY WITH THE ABOVE CODES AND BE OF TYPE, SIZE AND SPACING INDICATED ON THE DRAWINGS. DEFORMED BARS SHALL COMPLY WITH ASTM A615, GRADE 60; COLD-DRAWN STEEL WIRE SHALL CONFORM TO ASTM A82, AND DEFORMED STEEL WIRE SHALL

CONFORM TO ASTM A496. LAPS SHALL BE 48 BAR DIAMETERS AND JOINT REINFORCING 12".

6. CONCRETE MASONRY DESIGN PER TMS402-16 SHALL BE PER THE UNIT STRENGTH METHOD WITH f`m=1,700

PSI.

7. A DESIGN MIX FOR THE MORTAR AND GROUT SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION, IN ACCORDANCE WITH THE APPROPRIATE ASTM

SPECIFICATIONS AND SHALL INCLUDE ACTUAL 28 DAY COMPRESSIVE STRENGTH TESTS.

8. TEST DATA ON THE PROPOSED MASONRY UNITS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. TEST RESULTS SHALL BE IN ACCORDANCE WITH

THE APPROPRIATE ASTM SPECIFICATIONS AND INCLUDE ACTUAL COMPRESSIVE STRENGTH,

ABSORPTION, WEIGHT, MOISTURE CONTENT, AND DIMENSIONS.

9. NORMAL MASONRY CONSTRUCTION WEATHER CONDITIONS ASSUME THE AIR TEMPERATURE TO BE BETWEEN 40 AND 90 DEGREES FAHRENHEIT WITH MINIMUM WIND AND RAIN, PLUS AVERAGE RELATIVE HUMIDITY. IF CONDITIONS OTHER THAN THESE OCCUR, THE CONTRACTOR SHALL MODIFY CONSTRUCTION PROCEDURES IN ACCORDANCE WITH SOUND CONSTRUCTION PRACTICES AND THE ABOVE NOTED CODES.

10. EXTERIOR WALLS SHALL BE CONSTRUCTED IN A WEATHERTIGHT MANNER WITH ALL NECESSARY FLASHING

AND WEEPS.

MASONRY:

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND BRACING AND SHALL

DISCUSS THEIR METHODS WITH THE ARCHITECT PRIOR TO THE START OF WORK.

3. CONSULT THE ARCHITECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR

VERIFICATIONS OF LOCATIONS AND DIMENSIONS OF CHASES, INSERTS, OPENINGS,

SLEEVES, WASHES, REVEALS, DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS.

4. ALL EQUIPMENT PENETRATIONS SHALL BE VERIFIED BY CONTRACTOR.

5. DO NOT SCALE THE DRAWINGS TO DETERMINE BUILDING DIMENSIONS.

MISCELLANEOUS:

1. ALL FOUNDATION BACKFILL MATERIAL SHALL BE MDOT CLASS II GRANULAR FILL

COMPACTED 95% MAXIMUM DENSITY.

2. ALL BASE MATERIAL UNDER SLABS AND SIDEWALKS SHALL BE MDOT 21A OR 22A

GRANULAR FILL COMPACTED 95% MAXIMUM DENSITY WITH A MINIMUM THICKNESS OF

SIX (6) INCHES UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION PLANS.

3. ALL FOOTINGS SHALL BE PLACED ON NATURAL, UNDISTURBED SOILS, UNLESS SITE

CONDITIONS PROHIBIT. FOOTINGS REQUIRING BASE FILL MATERIAL SHALL BE

BACKFILLED WITH MDOT CLASS II GRANULAR FILL COMPACTED 98% MAXIMUM DENSITY.

4. THE SOIL BORING LOGS PRESENTED ON THE PLAN SHEETS REPRESENT POINT

INFORMATION ONLY. PRESENTATION OF THIS INFORMATION IN NO WAY INFERS

THAT THE SUBSURFACE CONDITIONS ARE THE SAME AT LOCATIONS OTHER THAN AT

THE EXACT LOCATION OF THE BORING.

5. PROVIDE EXCAVATION AND DISPOSAL OF EXISTING SOILS DOWN TO 10' - 0" (MINIMUM)

BELOW GRADE OVER THE ENTIRE PROJECT SITE. REFER TO SHEET C100 - EXISTING

SITE / DEMO PLAN FOR MORE INFORMATION.

6. ANY SUBSURFACE CONDITIONS OR EXISTING FOUNDATIONS ENCOUNTERED THAT ARE

NOT REPRESENTED ON THE PLANS OR IN THE SPECIFICATIONS SHALL BE BROUGHT TO

THE IMMEDIATE ATTENTION OF THE ENGINEER FOR INSPECTION AND/OR AN

ALTERNATE FOUNDATION/FOOTING DESIGN.

SOILS:

1. THE ALLOWABLE LIVE LOAD DEFLECTION SHALL NOT EXCEED: L/360.

2. PRE-FABRICATED TRUSSES SHALL BE MANUFACTURED IN ACCORDANCE WITH TRUSS PLATE

INSTITUTE (TPI) STANDARDS. TRUSS MANUFACTURER IS RESPONSIBLE TO SPECIFY ALL TRUSS

HANGERS UNLESS NOTED OTHERWISE.

3. TRUSS MANUFACTURERS SHALL HAVE A MINIMUM OF THREE (3) YEARS DOCUMENTED EXPERIENCE

SPECIALIZING IN THIS TYPE OF WORK.

4. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER LICENSED

IN MICHIGAN, FOR REVIEW & APPROVAL, PRIOR TO FABRICATION.

5. CONTRACTOR SHALL FIELD VERIFY ALL TRUSS DIMENSIONS PRIOR TO FABRICATION.

6. CONTRACTOR SHALL INSTALL SIMPSON HURRICANE ANCHORS AT EACH END OF EACH TRUSS PER THE

TABLE SHOWN BELOW UNLESS NOTED OTHERWISE OR REQUIRED BY THE MANUFACTURER.

• SINGLE PLY 0'-25' H2.5A OR EQUAL

• SINGLE PLY 26'-40' (2) H2.5A OR EQUAL

• SINGLE PLY 41'-60' H6 OR EQUAL

• GIRDER TRUSSES ANY PER THE TRUSS MANUFACTURER

7. TRUSS MANUFACTURER SHALL DESIGN TRUSS BEARINGS FOR 425 psi ALLOWABLE BEARING PRESSURE. TRUSS MANUFACTURER SHALL ATTACH HEEL BLOCKS OR PROVIDE BEARING ENHANCERS

AS NECESSARY TO MEET THIS REQUIREMENT.

8. CONTRACTOR SHALL INSTALL PANEL SHEATHING CLIPS (PSCL) BY SIMPSON (OR EQUAL) BETWEEN ALL HORIZONTAL PANEL EDGES. MAINTAIN A UNIFORM 1/8" SPACE BETWEEN ALL ADJACENT PANELS.

9. METAL PLATE CONNECTORS SHALL COMPLY WITH TPI 1, HOT-DIP GALVANIZED STEEL SHEET: ASTM A653/A653 M, G60 COATING DESIGNATION; DESIGNATION SS, GRADE 33, AND NOT LESS THAN 0.036 IN.

THICK.

10. TPI HIB-91 "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING & BRACING METAL

PLATE CONNECTED WOOD TRUSSES." INSTALL AND FASTEN PERMANENT BRACING DURING TRUSS

ERECTION AND BEFORE CONSTRUCTION LOADS ARE APPLIED. ANCHOR ENDS OF PERMANENT

BRACING WHERE TERMINATING AT WALLS OR BEAMS.

11. IN ADDITION TO ANY LATERAL BRACING WHICH IS REQUIRED BY THE TRUSS MANUFACTURER /

SUPPLIER, THE CONTRACTOR SHALL PROVIDE AND INSTALL PERMANENT DIAGONAL STABILITY

BRACING FOR ALL COMPRESSION WEBS AND PRIMARY TOP CHORDS OF PIGGY BACK TRUSSES OR

OTHER MEMBERS WHICH REQUIRE BRACING TO REDUCE THEIR BUCKLING LENGTH. THIS BRACING SHALL CONSIST OF 2x4's ATTACHED TO EACH WEB MEMBER WITH NOT LESS THAN 2 - 16d NAILS.

BRACING SHALL EXTEND ON A 45 DEGREE DIAGONAL FROM THE TOP TO BOTTOM OF THE WEBS. FOR EACH BRACED MEMBER, DIAGONALS SHALL BE INSTALLED IN CHEVRON PAIRS WITH ONE PAIR OF

DIAGONALS AT EACH END OF THE SERIES OF TRUSSES AND NOT MORE THAN 20 FEET BETWEEN

PAIRS.

1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS.

SHOULD CONFLICTS OCCUR BETWEEN THE DRAWINGS AND/OR THE GENERAL STRUCTURAL NOTES, THE

STRICTEST PROVISION SHALL GOVERN.

2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED, SELF SUPPORTING, STABLE STRUCTURE UNLESS OTHERWISE INDICATED. THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND CONSTRUCTION SEQUENCE AND PROVIDE ALL MEASURES NECESSARY TO ENSURE THE STABILITY AND SAFETY OF THE STRUCTURE AND ITS COMPONENTS THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, SHORING FOR EARTH BANKS FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING

FOR CRANES AND GIN POLES, ETC.

3. THE GOVERNING BUILDING CODE IS THE MICHIGAN BUILDING CODE 2021.

4. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE REVIEWED BY THE

ARCHITECT/ENGINEER FOR CONFORMANCE WITH DESIGN INTENT ONLY.

5. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL RELEVANT DIMENSIONS AND ELEVATIONS FOR EQUIPMENT

INSTALLATIONS AGAINST APPROVED MANUFACTURERS CERTIFIED EQUIPMENT DRAWINGS.

6. MECHANICAL FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO MECHANICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND OTHER TRADES TO VERIFY EQUIPMENT SIZE AND LOCATIONS. ANY CHANGES IN

EQUIPMENT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD.

7. UNLESS NOTED OTHERWISE, REQUIREMENTS GIVEN FOR ONE OR MORE LOCATIONS ALSO APPLY AT OTHER LOCATIONS AT WHICH CONDITIONS ARE SIMILAR. THE REQUIREMENTS GIVEN SHALL BE ADAPTED

TO CONDITIONS AT SUCH OTHER LOCATIONS.

8. DO NOT SCALE THE DRAWINGS TO DETERMINE BUILDING DIMENSIONS.

9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE PLANS AND FOR COORDINATING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH THOSE SHOWN ON THE ARCHITECTURAL AND MECHANICAL DRAWINGS. IF DISCREPANCIES IN THE DIMENSIONS OCCUR, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BRING THE DISCREPANCY TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

10. IF THERE ARE ANY CONFLICTS ON THE PLANS OR BETWEEN THE PLANS AND THE SPECIFICATIONS, THE

STRICTEST PROVISION SHALL GOVERN.

11. CONTRACTOR SHALL NOT MIX GALVANIZED AND STAINLESS STEEL. ANY METAL PARTS IN CONTACT WITH

OTHER METAL PARTS SHALL BE OF A SIMILAR MATERIAL.

GENERAL STRUCTURAL NOTES:

/0 3/

PROVIDE EXCAVATION AND

DISPOSAL OF EXISTING SOILS

DOWN TO 10' - 0" (MINIMUM)

BELOW GRADE WITHIN THE

DASHED BOUNDARY. SEE

SHEET C100 - EXISTING SITE /

DEMO PLAN FOR MORE INFO.

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P M

S100

SOIL BORINGS

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D D

NO SCALEA4 SOIL BORING MAP FOR REFERENCE TO DRILLER'S FIELD LOGS (THIS SHEET)

47' - 9"

10' - 5" 26' - 11" 10' - 5"

- 2

1/ 2"

0" 1'

- 2 1/

17' - 6" 3' - 10" 5' - 10" 3' - 10" 14' - 4"

EQ 1' - 2 1/2" EQ

26' - 11"

12' - 10" 3' - 0" 29' - 6"

EQ 2' - 0" EQ

4' - 0"

- 0

- 1 1"

- 0

- 1 1"

- 0

- 1 1"

- 0

- 1

0" 1'

- 1

1/ 2"

5' - 0" x 12" THICK STRIP FOOTING w/ (5) #5's LONGITUDINAL & #5's

@ 12" O.C. TRANSVERSE, TYPICAL @ ALL LOAD BEARING WALLS

14.5" CONC. FOUNDATION w/ #5's @ 12" O.C.

VERTICAL & HORIZONTAL, EACH FACE

8" 3'

- 0

- 6

- 0

- 2

- 2 1/

- 8

BELOW GRADE COLUMN

CONCRETE COLUMN w/ (8) #6's VERT. & #3 TIES @ 8" O.C. (TYP)

ABOVE GRADE COLUMN

CMU COLUMN w/ (4) #6's VERT. & #3 TIES @ 8" O.C. (TYP)

4' - 0" x 4' - 0" x 12" THICK SPREAD FOOTING w/ (5) #5 BARS EA. WAY (TYP)

D2 S101

D1 S101

S101

- 1

- 2

1' - 6"

8' - 9" 4' - 0"

1' - 2 1/2" 8' - 0" 1' - 2 1/2" 1' - 2 1/2" 8' - 0" 1' - 2 1/2"

S101 C1

S101

TYP

TOF

96' - 0"

FLOOR PLAN

100' - 0"

6" CONC. SLAB w/ #4

FRP REBAR 12" O.C.

CONC. FOUNDATION w/ #5's @ 12" O.C. VERTICAL &

HORIZONTAL, EACH FACE

12" CONC. FOOTING

5' - 0"

(5) #5's LONGITUDINAL & #5's @ 12" O.C. TRANSVERSE

INTERIOREXTERIOR

PROVIDE R-10 (MIN.)

THERMAL BREAK

#5 BARS @ 48"O.C.

#5 BARS @ 48" O.C. IN

GROUTED CORES

- 0

"2" RIGID INSULATION

PROVIDE R-10 (MIN.)

THERMAL BREAK

8" CMU

6" PERFORATED

DRAIN PIPE w/ SOCK

6A STONE

4" CONC. SLAB w/ WWF 6x6 W4.0 x 4.0 OR #4 FRP

REBAR 18" O.C.

BRICK VENEER

2" RIGID INSULATION

BRICK LEDGE

TOF

96' - 0"

FLOOR PLAN

100' - 0"

- 0

1' - 0"2' - 0"1' - 0"

16"x8"x8" PILASTER BLOCKS

FULLY GROUTED

#3 TIES @ 8"O.C.

(4) #6's, VERTICAL

4' - 0" SQ. x 1' - 0" THICK

CONC. FOOTING

(5) #5 BARS EA. WAY

6" CONC. SLAB w/ #4

FRP REBAR 12" O.C.

6" CONC. SLAB w/ #4

FRP REBAR 12" O.C.

BRICK VENEER

(8) #6's, VERTICAL

#3 TIES @ 8"O.C.

(4) #6 x 3'-0" LONG DOWELS

1. OVER-EXCAVATE ORGANIC MATERIAL UNDER ALL FOOTINGS UP TO 9' - 0"

BELOW GRADE, OR AS NEEDED, AND BACKFILL WITH CLEAN FILL.

GENERAL FOUNDATION NOTES

3' - 0"

4" CONC. SLAB

8" CMU w/ #5 BARS @ 48" O.C.

IN GROUTED CORES

(3) #5 BARS

#5's @ 18" O.C.

TRANSVERSE

THICKENED WALL

FOOTING

(4) #6's, VERTICAL

#3 TIES @ 8" O.C.

BRICK VENEER

4" 1' - 4" 4"

- 0

2' - 0"

4" 1'

- 4

COLUMN DETAIL ABOVE GRADE

16"x8"x8" PILASTER BLOCKS

FULLY GROUTED

2' - 0"

- 0

(8) #6's, VERTICAL

#3 TIES @ 8" O.C.

CONCRETE COLUMN

COLUMN DETAIL BELOW GRADE

CONCRETE SLAB

100' - 0"

T/SLAB

CONCRETE FOUNDATION

SEE FOUNDATION PLAN

#4 DOWELS @ 12" O.C.

w/ SHAPE:

THICKEN SLAB EDGE

24"

CONCRETE SIDEWALK

SEE CIVIL

1/2" EXPANSION JOINT

BUILDING WALL / DOOR

& FRAME (BEYOND)

#4 DOWELS, 24" LONG

@ 12" O.C.

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S101

FOUNDATION

PLAN -

CONCESSIONS

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1/4" = 1'-0"A2 FOUNDATION PLAN - CONCESSIONS

NORTH

3/4" = 1'-0"D2 SECTION @ FOOTING - CONCESSIONS

3/4" = 1'-0"D1 SECTION @ COLUMN - CONCESSIONS

1" = 1'-0"D4 INT. WALL THICKENED SLAB - CONCESSIONS

3/4" = 1'-0"C1 COLUMN DETAIL

3/4" = 1'-0"B1 THICKENED SLAB @ DOOR DETAIL

/0 3/

90' - 5"

1' - 2 1/2" 28' - 11 1/4" 1' - 2 1/2" 13' - 11 3/4" 1' - 2 1/2" 42' - 8" 1' - 2 1/2"

29' - 2 1/2" 2' - 0" 14' - 0" 2' - 0" 43' - 2 1/2"

- 0

- 5 1/

1' - 3"

30' - 7"

14' - 2"

30' - 11"

78' - 1"

- 2

1/ 2"

5' - 0"

EQ 1' - 2 1/2" EQ

1' - 2 1/2" EQ5' - 0"

- 0

- 2 1/

5' - 0"

EQ 1' - 2 1/2" EQ

- 0

- 6

4' - 0" 12' - 0" 4' - 0"

C1 S102

B1 S102

6' - 8"

7' - 4"

- 8

S102

TYP

S102

TYP

- 1

2' - 10"

- 8

" 3'

- 2

2' - 2"

- 0

5' - 8"

3' - 10"

- 0

- 4

3' - 6"

- 0

7' - 4"

4' - 4"5' - 6"

- 8

2' - 10"

S102 C2

S101

TYP

S101 TYP

- 1

- 0

3' - 0"

- 0

" 2'

- 0

5' - 7"

2' - 0"

- 8

- 0

- 8

- 0

3' - 0" 2' - 0"2' - 0"2' - 0"

3' - 0"

1. OVER-EXCAVATE ORGANIC MATERIAL UNDER ALL FOOTINGS UP TO 9' - 0"

BELOW GRADE, OR AS NEEDED, AND BACKFILL WITH CLEAN FILL.

GENERAL FOUNDATION NOTES

16"x8"x8" PILASTER BLOCKS

FULLY GROUTED

#3 TIES @ 8"O.C.

(4) #6's, VERTICAL

4' - 0" SQ. x 1' - 0" THICK

CONC. FOOTING

(5) #5 BARS EA. WAY

6" CONC. SLAB w/ #4

FRP REBAR 12" O.C.

6" CONC. SLAB w/ #4

FRP REBAR 12" O.C.

- 0

(8) #6's, VERTICAL

#3 TIES @ 12"O.C.

(4) #6 x 3'-0" LONG DOWELS

FLOOR PLAN

100' - 0"

- 0

5' - 0"

6" CONC. SLAB w/ #4

FRP REBAR 12" O.C.

CONC. FOUNDATION w/ #5's @ 12" O.C. VERTICAL &

HORIZONTAL, EACH FACE

12" CONC. FOOTING

(5) #5's LONGITUDINAL & #5's @ 12" O.C. TRANSVERSE

INTERIOREXTERIOR

PROVIDE R-10 (MIN.)

THERMAL BREAK

#5 BARS @ 48"O.C.

#5 BARS @ 48" O.C. IN

GROUTED CORES

2" RIGID INSULATION

PROVIDE R-10 (MIN.)

THERMAL BREAK

8" CMU

6" PERFORATED

DRAIN PIPE w/ SOCK

6A STONE

4" CONC. SLAB w/ WWF 6x6 W4.0 x 4.0 OR #4 FRP

REBAR 18" O.C.

BRICK VENEER

2" RIGID INSULATION

BRICK LEDGE

2' - 0" @ TOILET PARTITION WALLS

3' - 0" TYPICAL

4" CONC. SLAB

8" CMU w/ #5 BARS @ 48" O.C.

IN GROUTED CORES

(3) #5 BARS

#5's @ 18" O.C.

TRANSVERSE

THICKENED WALL

FOOTING

(4) #6's, VERTICAL

#3 TIES @ 8" O.C.

BRICK VENEER

4" 1' - 4" 4"

- 0

2' - 0"

4" 1'

- 4

COLUMN DETAIL ABOVE GRADE

16"x8"x8" PILASTER BLOCKS

FULLY GROUTED

2' - 0"

- 0

(8) #6's, VERTICAL

#3 TIES @ 8" O.C.

CONCRETE COLUMN

COLUMN DETAIL BELOW GRADE

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S102

FOUNDATION

PLAN - LOCKER

ROOMS

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G S

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1/8" = 1'-0"A3 FOUNDATION PLAN - LOCKER ROOMS

NORTH

3/4" = 1'-0"C1 SECTION @ COLUMN

3/4" = 1'-0"B1 SECTION @ FOOTING

1" = 1'-0"A1

INT. WALL THICKENED SLAB - LOCKER

ROOMS

3/4" = 1'-0"C2 COLUMN DETAIL

/0 3/

L4 L4

L4L4

H1 H1

O .C

R W

6" O

S M

O .C

. B Y

4" O.

31' - 2 1/2" 31' - 4"

- 0

2' - 0"

- 0

62' - 6 1/2"

L4 L2

C1 S103A1

S103

TYP

2x4 OUTLOOKERS @ 16" O.C. (TYP)

10' - 5" 26' - 11" 10' - 5"

2x4 BRACING @ 4'-0" O.C. FROM

BEAM BACK TO MASONRY WALL

S104

S103

H1 LVL 3-1/2" x 14" (2.0E)

HEADER AND LINTEL SCHEDULE

TYPE SIZE

L2 8"x8" MASONRY BLOCK LINTEL w/ (1) #4 BAR

L3 NOT USED

NOT USED

LVL 3-1/2" x 11-7/8" (2.0E)

H3 W16 x 57 w/ 3/8" UNDERHUNG PLATE

L4 W8 x 24 w/ 3/8" UNDERHUNG PLATE

NOTE:

PROVIDE (2) #5 BARS AND FULLY-GROUTED CELLS @ LINTEL & HEADER BEARING,

TYP. @ ALL OPENINGS.

H4 W8 x 40 w/ 3/8" UNDERHUNG PLATE

C2 S103

16" x 8" x 8" PILASTER BLOCKS

L8 x 6 x 1/2 x 12" LONG

(4) 3/4"Ø A307

THRU BOLTS

LVL PER SCHEDULE

STANDING SEAM METAL ROOFING ON

UNDERLAYMENT ON 5/8" SHEATHING

ON TRUSSES @ 16" O.C.

WOOD TRUSSES BY CERTIFIED

TRUSS MANUFACTURER

(4) #6's, VERTICAL

#3 TIES @ 8" O.C.

10' - 3"

PLATE HEIGHT

BRICK VENEER

COORDINATE w/ TRUSS MANUF.

THAT TRUSS HEEL HGT. IS EQUAL

TO OR EXCEEDS LVL HGT.

CONT. 2x FASCIA

LVL BEAM

(4) 1/2" x 6" HEADED

STUD ANCHORS

L8 x 6 x 1/2 x 12" LONG

16" MASONRY COLUMN

(4) 3/4"Ø A307 THRU BOLTS

- 2

(4) #6's, VERTICAL

#3 TIES @ 8"O.C.

3" 3"

3"3"3"3"

COLUMN

1' - 4"

P8"

10' - 3"

PLATE HEIGHT

BRICK VENEER

STANDING SEAM METAL ROOF ON UNDERLAYMENT

ON 5/8" SHEATHING ON TRUSSES @ 16" O.C.

WOOD TRUSSES BY CERTIFIED

TRUSS MANUFACTURER

#5 BARS @ 48" O.C. IN

GROUTED CORES

CMU

BOND BEAM w/

(2) #5 BARS CONT.

SIMPSON HURRICANE TIE

DOUBLE PT 2x8 TOP PLATE w 1/2"Ø ANCHOR

BOLTS @ 4'-0" O.C.

5/8" GYPSUM BOARD

10' - 3"

PLATE HEIGHT

RIGID INSULATION

BRICK VENEER

CONT. 2x FASCIA

STRUCTURAL LEGEND

GIRDER TRUSS (GT)

BEAM

TRUSS

HEADER

LINTEL

5/8" PLYWOOD

ROOF SHEATHING

WOOD TRUSSES BY CERTIFIED

TRUSS MANUFACTURER

#5 BARS @ 48" O.C. IN

GROUTED CORES

CMU

BOND BEAM w/

(2) #5 BARS CONT.

SIMPSON SLIP CONNECTION

TRUSS CLIP

DOUBLE PT 2x8 TOP PLATE w 1/2"Ø ANCHOR

BOLTS @ 4'-0" O.C.

12' - 3"

PLATE HEIGHT

WOOD TRUSSES BY CERTIFIED

TRUSS MANUFACTURER

#5 BARS @ 48" O.C. IN

GROUTED CORES

CMU

BOND BEAM w/

(2) #5 BARS CONT.

SIMPSON SLIP CONNECTION

TRUSS CLIP

DOUBLE PT 2x8 TOP PLATE w 1/2"Ø ANCHOR

BOLTS @ 4'-0" O.C.

12' - 3"

PLATE HEIGHT

2x4 STUDS @ 2'-0" O.C.

TRUSS PERPENDICULAR TO WALL TRUSS PARALLEL TO WALL

WIDE FLANGE BEAM

PER SCHEDULE

CMURIGID INSULATION

BRICK VENEER

2" SOLID CMU

1/2"Ø x 6" LONG STUD

BOLTS @ 2'-0" O.C. IN

GROUTED CORES

3/8" GALVANIZED

UNDERHUNG PLATE

7-1/2" x 12" x 3/8" PLATE

CMU WALL

GROUT CORES SOLID @

BEARING PLATE LOCATION

WIDE FLANGE BEAM

PER SCHEDULE

3/8" GALVANIZED

UNDERHUNG PLATE (2)3/4"Ø x 12" LONG

STUD BOLTS

1/4

LVL BEAM

(4) 1/2" x 6" HEADED

STUD ANCHORS

L8 x 6 x 1/2 x 9" LONG

16" MASONRY COLUMN

(4) 3/4"Ø A307 THRU BOLTS

(TYP @ EA. LVL)

(4) #6's, VERTICAL

#3 TIES @ 8"O.C.

3" 3"

COLUMN

1' - 4"

P8"

10' - 3"

PLATE HEIGHT

BRICK VENEER

3" 3" 3"

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S103

ROOF FRAMING

PLAN -

CONCESSIONS

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1/4" = 1'-0"A3 ROOF FRAMING PLAN - CONCESSIONS

NORTH

1 1/2" = 1'-0"C1 ROOF SECTION @ COLUMN 1 1/2" = 1'-0"C2 TOP OF COLUMN @ BEAM

1 1/2" = 1'-0"B1 TOP OF WALL SECTION

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

TYPICAL NON-BEARING TOP OF INTERIOR

WALL DETAIL

1" = 1'-0"D4 TYP STEEL LINTEL/HEADER DETAIL

1" = 1'-0"C4 TYP STEEL LINTEL/HEADER BEARING DETAIL

1 1/2" = 1'-0"B2 TOP OF CORNER COLUMN @ BEAM

/0 3/

1'- 0"

1' -0

6" / 1'-0" 6" / 1'-0"

3" / 1'-0" 3" / 1'-0"

- 0

2' - 0"

- 0

3" / 1'-0"

L4 L4

H4 H4

L4 L4

L2 L2

H3 L4

L4 L4

PROVIDE MECHANICAL EQUIPMENT LOAD

SIZES AND LOCATIONS FOR THE TRUSS

MANUFACTURER TO ACCOUNT FOR

C1 S104

S103

TYP

S103

TYP

S104

TYP

S104

O .C

TIF

" O

H1 LVL 3-1/2" x 14" (2.0E)

HEADER AND LINTEL SCHEDULE

TYPE SIZE

L2 8"x8" MASONRY BLOCK LINTEL w/ (1) #4 BAR

NOTE:

PROVIDE (2) #5 BARS AND FULLY-GROUTED CELLS @ LINTEL & HEADER BEARING,

TYP. @ ALL OPENINGS.

L3 NOT USED

NOT USED

LVL 3-1/2" x 11-7/8" (2.0E)

L4 W8 x 24 w/ 3/8" UNDERHUNG PLATE

H3 W16 x 57 w/ 3/8" UNDERHUNG PLATE

H4 W8 x 40 w/ 3/8" UNDERHUNG PLATE

STANDING SEAM METAL ROOFING ON UNDERLAYMENT

ON 5/8" SHEATHING ON TRUSSES @ 16" O.C.

WOOD TRUSSES BY CERTIFIED

TRUSS MANUFACTURER

#5 BARS @ 48" O.C. IN

GROUTED CORES

CMU

BOND BEAM w/

(2) #5 BARS CONT.

SIMPSON HURRICANE TIE

DOUBLE PT 2x8 TOP PLATE w 1/2"Ø ANCHOR

BOLTS @ 4'-0" O.C.

5/8" FRP (LOCKER ROOMS, ENTRANCE HALL)

5/8" GYPSUM BOARD (OTHER SPACES)

12' - 3"

PLATE HEIGHT

RIGID INSULATION

BRICK VENEER

CONT. 2x FASCIA

STRUCTURAL LEGEND

GIRDER TRUSS (GT)

BEAM

TRUSS

HEADER

LINTEL

5/8" PLYWOOD

ROOF SHEATHING

WOOD TRUSSES BY CERTIFIED

TRUSS MANUFACTURER

#5 BARS @ 48" O.C. IN

GROUTED CORES

CMU

BOND BEAM w/

(2) #5 BARS CONT.

SIMPSON HURRICANE TIE

DOUBLE PT 2x8 TOP

PLATE w 1/2"Ø ANCHOR

BOLTS @ 4'-0" O.C.

12' - 3"

PLATE HEIGHT

(2) #5 BARS IN

GROUTED CORES RIGID INSULATION

BRICK VENEER

8" x 6" x 3/8" PLATE

(2)3/4"Ø x 12" LONG

STUD BOLTS

1/4

GROUT BEAM

POCKET SOLID

12' - 0"

T.O. BEAM

WIDE FLANGE BEAM

PER SCHEDULE

DOUBLE 2x8 TOP PLATE

LVL, PER SCHEDULE

LVL PER SCHEDULE

5/8" SHEATHING ON

TRUSSES @ 16" O.C.

WOOD TRUSSES BY CERTIFIED

TRUSS MANUFACTURER

COORDINATE w/ TRUSS MANUF.

THAT TRUSS HEEL HGT. IS EQUAL

TO OR EXCEEDS LVL HGT.

SIMPSON JOIST HANGER

PIGGYBACK TRUSSES

(IN SOME CASES)

DOUBLE PT 2x8 TOP PLATE w/

1/2"Ø A307 THRU BOLTS @

4'-0" O.C.

12' - 3"

PLATE HEIGHT

WIDE FLANGE BEAM

PER SCHEDULE

BRICK VENEER w/ BRICK TIES @ 24" O.C.

2" SOLID CMU

3/8" GALVANIZED

UNDERHUNG PLATE

CONT. 2x FASCIA

STANDING SEAM METAL ROOF ON UNDERLAYMENT

ON 5/8" SHEATHING ON TRUSSES @ 16" O.C.

WOOD TRUSSES BY CERTIFIED

TRUSS MANUFACTURER

BRICK VENEER w/

BRICK TIES @ 24" O.C.

2" SOLID CMU

1/2" SHEATHING

HURRICANE TIE

12' - 0"

T.O. BEAM

16" x 8" x 8" PILASTER BLOCKS

(4) #6's, VERTICAL

#3 TIES @ 8" O.C.

BRICK VENEER

WIDE FLANGE BEAM

PER SCHEDULE

WIDE FLANGE BEAM

PER SCHEDULE

L3 x 3 x 1/4

EACH SIDE

3/4"Ø A325 BOLT

(TYP OF 6)

COLUMN

1' - 4"

1/4

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S104

ROOF FRAMING

PLAN - LOCKER

ROOMS

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1/8" = 1'-0"A3 ROOF FRAMING PLAN - LOCKER ROOMS

NORTH

1 1/2" = 1'-0"C1 TOP OF EXTERIOR WALL

1 1/2" = 1'-0"C2 TOP OF INTERIOR BEARING WALL

1 1/2" = 1'-0"A1 BEAM BEARING @ WALL DETAIL

1" = 1'-0"A2 TYP. TRUSS/LVL CONNECTION DETAIL

1 1/2" = 1'-0"B1 CANOPY BEAM/TRUSS DETAIL 1 1/2" = 1'-0"B2 TOP OF CANOPY COLUMN DETAIL

/0 3/

INTERIOR WALL KEY

CMU WALL

FLOOR

BOTTOM OF

STRUCTURE

CEILINGS WHERE

OCCURS

1 3

1. ALL INTERIOR PARTITION WALLS SHALL BE TYPE 4 (ABOVE PLATE HEIGHT).

2. ALL INTERIOR CMU WALLS SHALL BE TYPE 1, TYPE 2, OR TYPE 3.

WALL NOTES:

3. ALL NEW INTERIOR WALLS TO HAVE

TWO (2) COATS PRIMER & TWO (2) COATS PAINT.

PAINT CORNER TO CORNER.

4" CMU (U.N.O) 3 1/2" WOOD STUDS @ 16" OC

5/8" GWB EA SIDE

ACOUSTICAL BATT INSUL (U.N.O)

8" CMU (U.N.O)

6" CMU (U.N.O)

CMU-1: 8" SMOOTH-FACE (INTERIOR, ABOVE GRADE & EXTERIOR, BELOW GRADE)

CMU-2: 8" SPLIT-FACE (EXTERIOR PERIMETER WALLS, ABOVE GRADE)

CMU-3: 6" SMOOTH-FACE (INTERIOR, ABOVE GRADE)

CMU-4: 4" SMOOTH-FACE (INTERIOR, ABOVE GRADE)

CMU TYPES:

A301

BUILDING SECTION

A301

WALL SECTION

A301

DETAIL SECTION

DETAIL

NUMBER

SHEET

NUMBER

A201

ELEVATION

NUMBER

SHEET NUMBER

4 1 A301

CALLOUT

DETAIL NUMBER

SHEET NUMBER

1 TITLE

1/8" = 1'-0"

DETAIL NAMEDETAIL NUMBER

DETAIL SCALE

101 DOOR IDENTIFICATION NUMBER

WINDOW IDENTIFICATION NUMBER

OFFICE ROOM IDENTIFICATION NUMBERROOM NAME

ROOM NUMBER

FLUSH CONTROLS ON

APPROACH SIDE OF TOILET

42"12"

7" -9"

" M

" S

" M

15" MIN.

" S

" H

16"- 18"

39"- 41"

VERT. GRAB BAR

1-1/2"Ø GRAB BAR w/

1-1/2" GAP FROM WALL (TYP)

TOILET PAPER

MOUNTING AREA

VERT. GRAB

BAR

WATER CLOSET SIDE WALL WATER CLOSET BACK WALL

12"24"

MIN. MIN.

URINALLAVATORY OR VANITY SINK

COUNTER WHERE

OCCURS

ACCESSIBLE SINK

BOWL

N9"

MIN

11"

OFFSET

WASTE

" M

KNEE

CLEARANCE

WALL-MOUNTED ACCESSORIES

PAPER

TOWEL &

OTHER

DISPENSERS

CLOTHES

HOOKS

" A

SHELF

WASTE

RECEPTACLE

HAND

DRYER

DRINKING FOUNTAINS

HIGH-

LOW

4" M

" M

17" MIN.

9" M

11" MIN.

" M

8" MIN.

CONTROL

AREA

TRANSFER TYPE SHOWER

" M

1/2 " M

15" 15"

" S

SHOWER

SEAT

ROLL-IN TYPE SHOWER

60" MIN.

HOSE

LENGTH

12"

STAIR RAMP

TYPICAL RAMP & STAIR RAILINGS

12"

1 1/2"

TYPICAL SECTION

1 1 /2"

1. ENDS OF HANDRAILS SHALL RETURN TO WALL.

2. PROVIDE HANDRAILS ON BOTH SIDES OF STAIR OR RAMP.

3. HANDRAILS SHALL BE CIRCULAR IN CROSS-

SECTION w/ 1-1/2" TO 2" OUTSIDE DIAMETER.

SIGNAGE AND DOOR HARDWARE

TEXT

LIN

8" MIN

" M

MIRROR

BRAILLE

MOUNT SIGNAGE ON

LATCH SIDE OF DOOR

15" 15"

60" MIN.

HOSE

LENGTH

16" 27"

CONTROL

AREA

" M

RIM OF TUB

CONTROL

AREA

- 6

" M

TUB

- 3

1/ 2"

FEC FE AND

WALL

BRACKET

- 2

" B F

- 4

" S

- 0

" B F

- 6

" S

- 0

- 8

/2"

B F

- 1

2" S

- 2

" B F

- 6

" S

SHELVING

BACKSPLASH

WALL AND BASE CABINETS

"-4

LOCKSET/LATCH

LOCATION

HARDWARE

LEVER BF

MOUNTING HEIGHTS

- 1

0" B

F 3'

- 0 " S

MAX.PLACEMENT

FROM C.L. OF WALL

MAX.PLACEMENT

FROM C.L. OF WALL

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A000

ARCHITECTURAL

STANDARDS

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R M

A R

M A

R M

L U

P U

H O

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ABBREVIATIONS

A/C AIR CONDITIONING

AB ANCHOR BOLT

AC ACOUSTIC/ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT/ARCHITECTURAL

BBR BASEBOARD RADIATION

BD BOARD

BDRY BOUNDARY

BF BARRIER FREE

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

C/C CENTER TO CENTER

CA COMPRESSED AIR

CB CATCH BASIN

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CLT CLOSET

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CW COLD WATER

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DR DOOR

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

EP EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXP EXPANSION

EXT EXTERIOR

EXTG EXISTING

FA FIRE ALARM

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FIN FINISHED

FLR FLOOR

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GT GROUT

GWB GYPSUM WALL BOARD

HB HOSE BIBB

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HPDL HIGH PRESSURE DECORATIVE LAMINATE

HTR HEATER

HVAC HEATING / VENTILATION / AIR CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH/INCHES

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JC JANITOR CLOSET

JST JOIST

JT JOINT

KD KNOCKDOWN

KOP KNOCKOUT PANEL

KP KICKPLATE

LAM LAMINATE

LAV LAVATORY

LB POUND

LEV LEVEL

LF LINEAR FOOT/FEET

LL LIVE LOAD

LT LIGHT

LTG LIGHTING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O/O OUT TO OUT

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

OSB OREIENTED STRAND BOARD

OZ OUNCE

PC PRECAST

PL PLATE

PLAM PLASTIC LAMINATE

PNL PANEL

PNT PAINT

PR PAIR

PREFIN PREFINISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PWD PLYWOOD

QT QUARRY TILE

QTY QUANTITY

R RADIUS

RC RESILIENT CHANNEL

RD ROOF DRAIN

REF REFRIDGERATOR

REINF REINFORCE

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

S SOUTH

S & V STAIN & VARNISH

SAN SANITARY

SCHED SCHEDULE

SF SQUARE FOOT/FEET

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYS SYSTEM

TEL TELEPHONE

TEMP TEMPERATURE

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V VENT

VB VINYL BASE

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W/W WALL TO WALL

W_x_ WIDE FLANGE SECTION

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WWF WELDED WIRE FABRIC

CENTERLINE

# NUMBER

& AND

/ PER

@ AT

L ANGLE

x BY (AS IN 2x4)

± PLUS OR MINUS

Ø DIAMETER

WALL TYPES

TAG IDENTIFICATION SYMBOL IDENTIFICATION

/0 3/

A102 A2

A101 A2

WOMENS FAMILY

MENS

CONCESSIONS

JAN.

STORAGE

MECH.

TRACK

STORAGE

TENNIS

STORAGE

TICKET

BOOTH

TICKET

BOOTH

FOOTBALL

STORAGE

JAN.

HOME

LOCKER

ROOM

COACHES

OFFICE

OFFICIALS

LOCKER

ROOM

STORAGE

VISITING

LOCKER

ROOM

JAN.

VESTIBULE

TIN

XFMR

TIN

" M

100'-0" (ARCH)

1417.5' (CIVIL)

100'-0" (ARCH)

1417.5' (CIVIL)

100'-0" (ARCH)

1417.5' (CIVIL)

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A100

OVERALL

BUILDING PLAN

LAYOUT

9 E

. D

., I

, M

I 4

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R M

A R

M A

R M

L U

P U

H O

O L

NORTH

3/32" = 1'-0"A2 OVERALL BUILDING PLAN LAYOUT

/0 3/

WOMENS 002

FAMILY

MENS

CONCESSIONS

JAN.

STORAGE

A201 A1

A201

A3 A301

C3 A301

10' - 5" 26' - 11" 10' - 5" 9' - 9 1/2" 2' - 0"

11' - 9 1/2"

- 0

47' - 9"

15' - 3" 8" 2' - 8" M.O.

3' - 4" 25' - 11"

- 2

1/ 2"

- 4

- 0

- 6

1/ 2"

- 1

1/ 2"

- 4

- 8

- 2 1/

- 1

2" M.

- 6

- 7

- 2

- 4

- 1

A1 A310

8' - 0" 9' - 2" 3' - 0" 2' - 6"

MIN

1' - 0"

4" 1'

- 2

8" 9'

- 1 0"

- 0

- 3

- 1

0" 8"

- 4

- 6

- 2

1/ 2"

006A

001 003

47' - 9"

11' - 5 1/2" M.O.

3' - 4" 12' - 1 1/2"

3' - 4" 8' - 9 1/2"

- 6

- 1 1"

1' - 0"

2' - 3" 17' - 0" 2' - 2" 8' - 2" 2' - 2" 13' - 10" 2' - 3"

- 2

1/ 2"

- 4

- 2

1/ 2"

- 5

- 4

- 0

3' - 0" 1" 3' - 0" 1" 3' - 0" 1" 3' - 8" 1" 5' - 0"

2' - 6"

- 6

- 9 1/

1' - 0"

- 8

- 2

1/ 2"

- 4

1/ 2"

- 6

- 3

- 6

1" 2'

- 6

1" 2'

- 6

1" 2'

- 6

1" 5'

- 0

4" 1'

- 2

8' - 0" 1" 3' - 4" 1" 3' - 4"

2" 2'

- 1 1/

1' - 3" 14' - 0" 8" 5' - 10" M.O.

3' - 4" 21' - 6"

A501

C1 A501

A501

A3A1

A701

5' - 0" 2' - 6"

- 5

- 3 1/

2" 3'

- 6

- 1

- 4

A3 A310 A3

A313

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3/…

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File details come from the government source that posted it. Updated Mar 11, 2026.