St. James Parish Schools Lutcher High School Softball Complex Renovations.pdf

PDF 10 MB Posted Jul 3, 2025

Attached to: Lutcher High School Softball Complex Renovations / Additions
Solicitation number: 2025-07-02
Issued by: St. Martin Parish, Louisiana

About this file

Written by GovTribe AI · Jul 3, 2025

The document is a comprehensive architectural and engineering design package for the St. James Parish Schools Lutcher High School Softball Complex Renovations project located in Lutcher, Louisiana. The project involves renovating and expanding the existing softball complex facilities, including a locker room, press box, dugouts, and associated site improvements. The design documents, prepared by Murray Architects and dated March 25, 2025, provide detailed plans for architectural, mechanical, electrical, and structural modifications to the existing sports facilities.

The renovation scope includes replacing the existing R-panel roof, painting existing CMU block walls, installing new metal wall panels, updating electrical and mechanical systems, adding new flooring and fixtures, and making ADA accessibility improvements. The project includes base bid options and alternate bid items, such as metal wall panel installations and additional site paving. The total building square footage will increase from 1,218 square feet to 2,874 square feet, with new spaces including outdoor cooking areas, concessions, offices, restrooms, and equipment storage. The design follows the 2021 International Building Code and incorporates specific requirements for fire separation, accessibility, and energy efficiency standards.

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File	Type	Posted
Project Manual Lutcher High School Softball Complex.pdf	PDF	Jul 3, 2025
Request for Bids- LHS Softball Complex Advertisement.pdf	PDF	Jul 3, 2025

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2 3 4 6 7 8 10 11 1295 13 14 15 16

A project number seal date phase drawing number revisions no.

1 2 3 4 6 7 8 10 11 1295 13 14 15 16 riv er ro ad de st re ha n, la

) 7 fa x (9

) 7 date

1910 W Main St, Lutcher, LA 70071

ST. JAMES PARISH SCHOOLS

LUTCHER HIGH SCHOOL

03.25.2025

SOFTBALL COMPLEX RENOVATIONS

G.0.0

TITLE SHEET

IBC CODE ANALYSIS

PROJECT NAME

ADDRESS

PROPOSED USE

BLDG. SQ.FTG.

TENNIS COURTS

TOTAL BUILDING SQUARE FOOTAGE 2,847 SF

APPLICABLE CODES

BUILDING CODE

MECHANICAL CODE

PLUMBING CODE

ELECTRICAL CODE

FIRE CODE

HEALTH DEPARTMENT

LIFE SAFETY CODE

ACCESSIBILITY CODE

ENERGY CODE

SIGN CODE

DEPT OF HEALTH AND HOSPITALS

BUILDING PLANNING

OCCUPANCY

MIXED OCCUPANCY

GROUP E - EDUCATIONAL/S-2/GROUP B

NO. REQ'D FIRE SEPARATION NONE

TYPE OF CONSTRUCTION

CONSTRUCTION TYPE

FIRE PROTECTION SYSTEMS

FIRE DETECTION REQUIREMENTS

FIRE EXTINGUISHING REQUIREMENTS

NO AUTOMATIC SPRINKLERS

MANUAL EXTINGUISHERS

OCCUPANCY HAZARD (LOW, ORDINARY, HIGH)

MAX. FLOOR AREA PER EXTINGUISHER

MAX TRAVEL DISTANCE TO EXTINGUISHER

1910 WEST MAIN STREET, LUTCHER, LA 70071

TYPE II B, NON-SPRINKLERED

YES

ORDINARY

ST. JAMES PARISH SCHOOLS

5,625 SF

75'

PROJECT SUMMARY

NFPA 101, 2015

ADA-AG, 2010

ASHRAE 90,1

DESIGN LOADS

1. SEPARATION REQUIREMENTS:

A. OCCUPANCY SEPARATION: 2 HOUR PROVIDED

B. EXISTING REQUIREMENTS:

A. NUMBER OF EXITS:

0-50 OCCUPANTS, 1 EXIT

51-500 OCCUPANTS, 2 EXITS

501-1000 OCCUPANTS, 3 EXITS

3. EXIT WIDTHS:

A. MINIMUM EXIT WIDTH FOR CORRIDOR STAIRS: 48"

B. MINIMUM CORRIDOR WIDTH: 4'-6"

4. OPENING PROTECTION:

A. ALL GLAZING SHALL BE IMPACT-RESISTANT

5. INSULATION:

A. CONCEALED AND EXPOSED INSULATION SHALL HAVE FLAME

SPREAD OF 0-25

B. CONCEALED AND EXPOSED INSULATION SHALL HAVE SMOKE

DEVELOPMENT OF 0-450

6. CEILING AND WALL FINISH:

A. INTERIOR WALL FINISHED SHALL HAVE A FLAME SPREAD OF

0-200 AND A SMOKE DEVELOPMENT RATING OF 0-450

B. INTERIOR CEILING FINISHED SHALL HAVE A FLAME SPREAD OF

0-200 AND A SMOKE DEVELOPMENT RATING OF 0-450

7. FLOOD DESIGN DATA:

A. LOWEST FINISH FLOOR ELEVATION: X

B. FLOOD ZONE: X

C. DESIGN FLOOD ELEVATION: X

IBC, 2021

IMC, 2021

IPC, 2021

NEC, 2020

VICINITY MAP LOCATION MAP

ARCHITECT

MURRAY ARCHITECTS

13760 RIVER ROAD

DESTREHAN, LA 70047

985-764-7275 985-725-0182

SOFTBALL COMPLEX RENOVATIONS

CONSULTANTS

ELECTRICAL/MECHANICAL

ENGINEER

CRUMB ENGINEERING LLC

4609 FAIRFIELD ST.

METAIRIE, LA 70006

504-455-4450 504-455-4451

ST. JAMES PARISH SCHOOLS

LUTCHER HIGH SCHOOL

ST. JAMES PARISH SCHOOL BOARD

SUPERINTENDENT - CHRIS M. KIMBALL

DISTRICT 1 - DIANA CANTILLO

DISTRICT 2 - TIM DETILLIER

DISTRICT 3 - SUE BEIER

DISTRICT 5 - ANGELA WASHINGTON

DISTRICT 6 - NICOLE FLORENT, PRESIDENT

DISTRICT 7 - RAYMOND GROS

DISTRICT 4 - MARTY POCHE, VICE PRESIDENT

SOFTBALL COMPLEX RENOVATIONS

FLOOR LOAD [IBC TABLE 1607.1] 100 PSF

ROOF LIVE LOAD [IBC TABLE 1607.1] 20 PSF

DESIGN WIND LOAD [V-ULT] 142 MPH

WIND EXPOSURE [IBC SECTION 1609.4.3] CATEGORY B

GROUND SNOW LOAD [IBC FIGURE 1608.2]

WIND IMPORTANCE FACTOR [ASCE TABLE 6-1] 1.0

WIND DIRECTION ALL CASES

INTERNAL PRESSURE COEFFICIENT [ASCE 7-05 FIGURE 6-5] + / - .18

COMPONENT AND CLADDING DESIGN

ROOF 76.80 PSF

WALL 40.70 PSF

OVERLAY 72.10 PSF

FLOOD ZONE ZONE X

DESIGN WIND LOAD [V-ASD] 123 MPH

G.0.0 - TITLE SHEET

STANDARD ABBREVIATIONS

ENLARGED AREA

DRAWING NUMBER

GRAPHICS LEGEND

NORTH ARROW

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

A.F.F. ABOVE FINISH FLOOR

A.F.G. ABOVE FINISH GRADE

ACOUS. ACOUSTICAL

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISHED FLOOR

A.H.C. AMBULATORY HANDICAPPED ACCESS

ALUM. ALUMINUM

APPROX. APPROXIMATELY

ASB. ASBESTOS

ATTEN. ATTENUATION

B BRICK

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BM. BEAM

BOL. BOLLARD

BOT. BOTTOM

C. CARPET

C.B. CATCH BASIN

C.G. CORNER GUARD

C.J. CONTROL JOINT

C.M.U. CONCRETE MASONRY UNIT

C.O. CLEAN OUT

C.R. COLD ROLLED

CAB. CABINET

CEM. CEMENT

CLG. CEILING

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

C.T. CERAMIC TILE

DBL. DOUBLE

DEMO. DEMOLITION

DET. DETAIL

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

DWG. DRAWING

EA. EACH

EF EIFS

E.J. EXPANSION JOINT

EL. ELEVATION

ELECT. ELECTRICAL

ENAM. ENAMEL

EQ. EQUAL

EQUIP. EQUIPMENT

E.W. EACH WAY

E.W.C. ELECTRIC WATER COOLER

EXIST. EXISTING

EXP. EXPANSION

EXT. EXTERIOR ALUMINUM FRAME

F.D. FLOOR DRAIN

F.H. FLAT HEAD

FDN. FOUNDATION

FIN. FINISH

FLR. FLOOR

FLOUR. FLUORESCENT

FOC. FACE OF CONC.(MAS.)

F.E.C. FIRE EXTINGUISHER

CABINET

F.H.C. FIRE HOSE CABINET

F.R. FIRE RESISTANCE

FRM. FRAME

FRP FIBERGLASS REINFORCED

PANEL

FT. FOOT

G GLASS

G.I. GALVANIZED IRON

GA. GAUGE

GALV. GALVANIZED

GEN. GENERAL

GL. GLASS

GR. GRANITE

GYP. GYPSUM

GYP. BD. GYPSUM BOARD

HC HANDICAPPED

H.M. HOLLOW METAL

H.R. HANDRAIL

HDWD. HARDWOOD

HORIZ. HORIZONTAL

HT. HEIGHT

I.D. IINSIDE DIMENSION

IN. INCH

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

J.B. JUNCTION BOX

JT. JOINT

LAV. LAVATORY

LM LIMESTONE

LT.WT. LIGHT WEIGHT

M.H. MAIN HOLE

MACH. MACHINE

MANUF. MANUFACTURER

MAX. MAXIMUM

MECH. MECHANICAL

MET.,MTL. METAL

MIN. MINIMUM

M.T. METAL THRESHOLD

N.I.C. NOT IN CONTRACT

NOM. NOMINAL

NTS. NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OPG. OPENING

P. PAINT

PARTN. PARTITION

PL. PLASTIC LAMINATE

PLAS. PLASTER

PLWD. PLYWOOD

Q.T. QUARRY TILE

MRF METAL ROOF FINISH

R.B. RESILIENT BASE

R.D. ROOF DRAIN

R.O. ROUGH OPENING

RAD. RADIUS

RE. REFERENCE

REC. RECESSED

REINF. REINFORCED

REQ'D. REQUIRED

RET. RETAINING

RM. ROOM

R.O. ROUGH OPENING

R.T. RESILIENT TILE

S SEALANT

S.S. STAINLESS STEEL

SCHED. SCHEDULE

SECT. SECTION

SH SHUTTER

SHT. SHEET

SIM. SIMILAR

SL. SLOPE

SPEC. SPECIFICATION

SQ. SQUARE

STD. STANDARD

STL. STEEL

STRUCT. STRUCTURAL

SUSP. SUSPENDED

T. TREADS

T.&B. TOP AND BOTTOM

TC TERRA COTTA

T.&G. TONGUE & GROOVE

T.O.C. TOP OF CONCRETE

T.O.S. TOP OF STEEL

TEL. TELEPHONE

TER. TERRAZZO

THRU. THROUGH

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE

NOTED

UR. URINAL

V.C.P. VERIFIED CLAY PIPE

V.C.T. VINYL COMPOSITION

TYLE

VERT. VERTICAL

V.W.C. VINYL WALL

COVERING

W/ WITH

W.C. WATER CLOSET

W.F WIDE FLANGE

W.P. WATERPROOF

W.W.F. WELDED WIRE FABRIC

WATER RES. WATER-RESISTANT

WD. WOOD

KEYNOTE

SHEET NO. ON

WHICH ENLARGED

AREA OR DETAIL

APPEARS

KEYNOTE #

DWG#

SHT#

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2 3 4 6 7 8 10 11 1295 13 14 15 16

A project number seal date phase drawing number revisions no.

1 2 3 4 6 7 8 10 11 1295 13 14 15 16 riv er ro ad de st re ha n, la

) 7 fa x (9

) 7 date

1910 W Main St, Lutcher, LA 70071

ST. JAMES PARISH SCHOOLS

LUTCHER HIGH SCHOOL

03.25.2025

SOFTBALL COMPLEX RENOVATIONS

DWG#

SHT#

ARROW INDICATES

DIRECTION OF CUTTING

PLANE

DRAWING NO.

SHEET NO. ON

WHICH SECTION

APPEARS

DWG# SHT#

DRAWING NO.

ELEVATION APPEARS

SHEET NO. ON WHICH

1) NAMING A CERTAIN BRAND, MAKE OR MANUFACTURER IS TO DESIGNATE THE GENERAL

STYLE, TYPE, CHARACTER AND QUALITY STANDARD OF THE PRODUCT DESIRED.

SUBSTITUTION REQUESTS MUST BE SUBMITTED PRIOR TO BIDDING. REFER TO

SPECIFICATION.

2) DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN LOCATIONS

AND EXTENT OF MATERIALS. IN CASE OF CONFLICT, NOTIFY ARCHITECT FOR WRITTEN

CLARIFICATION PRIOR TO PROCEEDING.

3) SEE STRUCTURAL DRAWINGS FOR SIZING ALL OF BUILDING STRUCTURE,

MISCELLANEOUS SUPPORTS AND FOUNDATION CONFIGURATION.

4) SEE STRUCTURAL DRAWINGS FOR T.O. B.O. H.P. AND L.P. OF ALL

STRUCTURAL STEEL, MISCELLANEOUS STEEL AND CONCRETE STRUCTURE.

5) AT SPRAY-FIREPROOFED STRUCTURAL STEEL, PROVIDE Z-CLIPS FOR

ATTACHMENT TO ALL STUD WORK, MISC. STEEL AS REQUIRED. SEE DETAILS AND

STRUCTURAL DRAWINGS.

6) SEE PLAN DETAILS AND ELEVATIONS FOR CMU CONTROL JOINTS.

7) SEE FINISH PLANS AND FINISH SCHEDULE FOR INTERIOR FINISHES.

8) REFER TO SPECIFICATION AND SEE WALL SECTION DETAILS AND PLAN

DETAILS FOR BATT INSULATION (PROVIDE AT ALL EXTERIOR STUD

PARTITIONS). 07210

9) AT CONNECTIONS OF DISSIMILAR METALS (STEEL AND STAINLESS STEEL, ALUMINUM,

GALVANIZED, COPPER FLASHING, ETC.) DISSIMILAR METALS SHALL BE ISOLATED FROM ONE

ANOTHER.

10) ALL METAL PANELS, GLAZED ALUMINUM CURTAIN WALLS, AND OTHER

EXTERIOR FINISH SYSTEMS TO BE FABRICATED BASED ON APPROVED SHOP DRAWINGS , FIELD

MEASUREMENTS ARE REQUIRED.

11) THESE DRAWINGS REPRESENT THE ARCHITECTS INTENT AND INTERPRETATION OF THE

APPLICATION OF MATERIALS FOR EXTERIOR FINISHES. IT IS IMPORTANT THAT THESE

DRAWINGS BE REVIEWED DIMENSIONALLY AND FUNCTIONALLY WITH RESPECT TO

INTERFACING CONDITIONS WITH OTHER MATERIALS AND JOB SITE CONDITIONS BY

MANUFACTURER PRIOR TO FABRICATION. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF

ANY DISCREPANCIES IMMEDIATELY, PRIOR TO PROCEEDING.

12) ALL DIMENSIONS SHOWN ARE TYPICALLY TO CENTERLINE OF JOINTS AND MULLIONS

UNLESS NOTED OTHERWISE ON DRAWINGS.

13) SEE GENERAL INFORMATION DRAWINGS FOR EXTENT OF SPRAY FIREPROOFING AT ALL

STEEL STRUCTURE.

14) WHERE BATT INSULATION IS INDICATED, INSULATION WILL BE FOIL-FACED. WHERE 8" OR 6" STUDS ARE USED, R-19 INSULATION SHALL BE PROVIDED. WHERE 4" OR 3-5/8" STUDS ARE

USED, R-13 INSULATION SHALL BE PROVIDED, REFERENCE SPECIFICATION.

15) BATT INSULATION SHALL BE PROVIDED AT ALL EXTERIOR STUD WALLS. SEE DRAWINGS

AND REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION. ALSO SEE NOTE #17.

16) CONTRACTOR TO PROVIDE HORIZONTAL AND VERTICAL BRIDGING AT METAL STUD

WALLS AND SOFFITS IN ACCORDANCE WITH SPECIFICATIONS.

17) ALL STUD GAUGE SIZE AND SPACING GIVEN ON DRAWINGS ARE MINIMUM REQUIREMENTS.

REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION.

18) AT EXTERIOR WALL SECTIONS, WALL SECTION DETAILS AND PLAN DETAILS, SEE PLANS

AND PARTITIONS TYPES FOR INTERIOR WALL CONSTRUCTION.

19) AT ALL INSULATED AND COMPOSITE METAL PANEL VERTICAL TERMINATION, PROVIDE

NEOPRENE GASKET AT HORIZONTAL REVEALS TO SEAL JOINT. SEE DRAWINGS AND

REFERENCE SPECIFICATION.

20) PROVIDE 6'-8" MINIMUM HEAD ROOM CLEARANCE TO ALL STRUCTURAL FRAMING, METAL

WORK, PIPING, LIGHTING FIXTURES AND OTHER OVERHEAD BUILDING COMPONENTS AT ALL

LOCATIONS WITHIN ALL MEANS OF EGRESS.

21) CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH

MECHANICAL, ELECTRICAL, FIRE PROTECTION WORK AND CEILING INSTALLER. WHERE

DISCREPANCIES EXIST, REVIEW WITH ARCHITECT.

22) WHERE NOTED ON THE DRAWINGS OR SPECIFICATIONS THE CONTRACTOR SHALL

PROVIDE A FINISHED MOCK-UP OF THE APPROXIMATE AREA FOR ARCHITECTS REVIEW.

23) PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES. ALL ACCESS SHALL BE

COORDINATED WITH THE DIFFERENT TRADES AND SHOP DRAWINGS PREPARED FOR

ARCHITECT APPROVAL.

26) UNLESS AGREED BY ARCHITECT, ALL FASTENERS AND FASTENING DEVICES ARE TO BE

CONCEALED IN ALL FINISHED SPACES.

27) CONTRACTOR TO COORDINATE ALL MECH., ELEC., PLUMBING AND FIRE PROTECTION

FLOOR AND WALL SLEEVES AND ALL MECHANICAL SHAFTS WITH MECH., ELEC., PLUMBING,

FIRE PROTECTION, STRUCTURAL AND ARCHITECTONIC DRAWINGS.

FIRE RATING:

1) ALL FIRE RATINGS INDICATED ARE TO COMPLY WITH UNDERWRITERS LABORATORIES TEST

RATINGS AND SHALL COMPLY WITH THE BUILDING CODE.

2) WHERE TWO SPACES REQUIRING RATINGS ARE ADJACENTS, THE HIGHER RATING SHALL

GOVERN.

3) WHERE THE FIRE RATING OF ENCLOSURE WALLS ARE NOTED ON THE DRAWINGS, THE FIRE

RATING SHALL APPLY TO THE ENTIRE PERIMETER ENCLOSURE OF THE ROOM-SPACE FOR THE

FULL LENGTH AND HEIGHT OF AREA BEING SEPARATED.

4) SPACE BETWEEN SLAB EDGE AND EXTERIOR WALL AND ALL OPENINGS IN THE FLOOR SLAB

AND/OR RATED WALLS, INCLUDING SPACES BETWEEN DUCTS, CONDUITS, PIPING, ETC.

(EXCEPT WHEN COMPLETELY ENCLOSED BY FIRE RATED CONSTRUCTION SHALL BE FIRE

STOPPED (SEALED) WITH APPROVED FIRE STOP MATERIAL TO MAINTAIN FIRE RATING

CONTINUITY OF THE FLOOR OR WALL CONSTRUCTION, AND SHALL BE TIGHT TO PREVENT THE

PASSAGE OF SMOKE AND FLAME.

FIREPROOFING:

1) PROVIDE FIREPROOFING ON STRUCTURAL STEEL FRAMING MEMBERS WITH THICKNESS AND

DENSITY TO OBTAIN THE FIRE ENDURANCE RATING FOR THE APPLICATION INDICATED ON THE

DRAWINGS.

2) FIREPROOFING MATERIALS SHALL NOT CONTAIN ASBESTOS FIBERS OR DUST PARTICLES,

NOR OTHER SUBSTANCE PROHIBITED BY LAW.

DIMENSIONS:

1) DIMENSIONS SHALL GOVERN. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL NOTIFY

THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS.

2) UNLESS NOTED OTHERWISE, ALL STAIRS, ELEVATORS, SHAFTS, AND MECHANICAL SHAFTS

ARE DIMENSIONED TO THEIR CLEAR INSIDE OPENINGS.

PARTITION NOTES:

1) INTERIOR WALL DESIGN PRESSURE:

WALL TYPE DESIGN LOAD

SHAFT WALL 10 P.S.F.

ALL OTHER INTERIOR PARTITIONS 5 P.S.F.

2) ALL PARTITIONS, UNLESS NOTED OTHERWISE, SHALL EXTEND TO THE UNDERSIDE OF THE

STRUCTURAL DECK AND FRAMING SYSTEM ABOVE.

3) SAMPLES: THE COLOR, CHARACTER, QUALITY AND RANGE OF ALL UNIT MASONRY TO

MATCH ARCHITECT'S SAMPLES OF QUALITY AND COLOR RANGE (SEE SPEC.)

4) VISUAL MOCK-UP: PROVIDE A VISUAL MOCK-UP OF THOSE AREAS SHOWN ON THE DRAWING

SAND SPECIFIED IN THE SPECIFICATIONS.

INTERIOR GASKETS, SEALANTS & PRIMERS PERFORMANCE CRITERIA:

1) ALL SEALANT JOINTS SHALL BE SIZED SUCH AS THEY WILL BE WITHIN THE MIN./MAX. SIZE

AS RECOMMENDED BY THE MANUFACTURER.

2) ALL SEALANT JOINTS SHALL MAINTAIN CONTACT WITH THE ADJOINING PARTS WITHIN

ALLOWABLE DIMENSIONAL CHANGES IN THE JOINT SIZE. ALL SEALANT JOINTS SHALL MAINTAIN

DURABILITY AND INTEGRITY UNDER ALL CONDITIONS.

3) ALL SEALANT SHALL BE INSTALLED WITH APPROPRIATED BACK-UP ROD AND TOOLED AS PER

MANUFACTURERS RECOMMENDATIONS.

4) THE COLOR OF SEALANT EXPOSED TO VIEW SHALL BE AS SELECTED BY THE ARCHITECT.

MISCELLANEOUS NOTES:

ALL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALLS AND

FOUNDATION, BETWEEN WALLS AND ROOF, AND AT PENETRATION OF MECHANICAL,

ELECTRICAL WALL SHALL BE SEALED OR WEATHER STRIPPED TO PREVENT AIR LEAKAGE AND

WATER PENETRATION.

GENERAL NOTES DRAWING INDEX

G.0.1 - ABBREVIATIONS, CODE ISSUES, SHEET INDEX, ETC.

G.0.1

ABBREVIATIONS, CODE ISSUES, SHEET INDEX, ETC.

G.0.2 - ADA STANDARDS

A.0.0 - SITE PLAN

A.1.0 - EXISTING / DEMOLITION FLOOR PLAN - LOCKER ROOM

A.1.1 - PROPOSED LOCKER ROOM RENOVATION AND ADDITION

A.1.2 - EXISTING/DEMOLITION FLOOR PLAN - PRESS BOX

A.1.3 - PROPOSED PRESS BOX RENOVATION PLAN

A.2.0 - EXTERIOR ELEVATIONS

A.2.1 - EXTERIOR ELEVATIONS

A.2.2 - EXTERIOR ELEVATIONS

A.2.3 - EXTERIOR ELEVATIONS

A.2.3a - EXTERIOR ELEVATIONS - ALTERNATE BID NO. 1

A.3.0 - WALL SECTIONS

A.3.1 - WALL SECTIONS

A.3.2 - WALL SECTIONS

A.3.3 - WALL SECTIONS

A.4.0 - SCHEDULES

A.4.1 - DOOR AND WINDOW ELEVATIONS

A.4.2 - INTERIOR ELEVATIONS

A.4.3 - INTERIOR ELEVATIONS

A.6.0 - REFLECTED CEILING PLAN - LOCKER ROOM

A.7.0 - TYPICAL DETAILS

GENERAL NOTES

THE FOLLOWING PROJECT GENERAL NOTES APPLY TO THE ENTIRE DRAWING SET AND ARE NOT SPECIFIC TO ANY ONE

DISCIPLINE, UNLESS OTHERWISE NOTED:

A. THE DRAWING SET AND SPECIFICATIONS (PROJECT MANUAL) ARE COMPLEMENTARY AND ESTABLISH DETAILED

MINIMUM REQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF THE PROJECT.

B. THE DRAWING SET CONSISTS OF ALL SHEETS LISTED BY THE SHEET INDEX. THE WORK DESCRIBED BY THE DRAWINGS

OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE AND MAY REQUIRE REFERENCE TO DRAWINGS OF ANOTHER DISCIPLINE. PARTIAL DRAWING SETS ARE INCOMPLETE. DO

NOT DISTRIBUTE OR UTILIZE PARTIAL DRAWINGS SETS.

C. COLUMN GRID LINES IDENTIFIED BY A LETTER DESIGNATION ARE PARALLEL, UNLESS OTHERWISE NOTED. COLUMN GRID LINES IDENTIFIED BY A NUMBER DESIGNATION ARE PARALLEL AND ARE PERPENDICULAR TO THOSE WITH

LETTER DESIGNATIONS, UNLESS OTHERWISE NOTED.

D. DISCIPLINE GENERAL NOTES, SYMBOLS AND DEFINITIONS APPLICABLE TO EACH DISCIPLINE'S DRAWINGS MAY BE FOUND AT THE FRONT OF EACH DISCIPLINE'S PORTION OF THE DRAWING SET AND ARE LISTED IN THE SHEET INDEX.

E. UNLESS INDICATED OTHERWISE, THE 'ARCHITECTURAL' SERIES DRAWINGS TAKE PRECEDENCE FOR THE FINISHED APPEARANCE AND LOCATION OF ALL EXPOSED ELEMENTS OF THE WORK OF ALL TRADES, INCLUDING THAT WORK

WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES.

F. THE DRAWINGS MAY MAKE REFERENCE TO OR ILLUSTRATE ITEMS WHICH ARE NOT PART OF THE WORK OF THE CONTRACT. THESE "NOT IN CONTRACT" ITEMS AS INDICATED ARE REFERENCED OR ILLUSTRATED FOR THE

CONTRACTOR'S REFERENCE, INFORMATION AND COORDINATION ONLY.

G. EXISTING CONDITIONS, IF SHOWN, ARE FROM AVAILABLE RECORD DRAWINGS AND/OR VISUAL FIELD SURVEYS. THE CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT THE SITE PRIOR TO SUBMITTING A BID, AND NOTIFY

THE ARCHITECT, IN WRITING AND PRIOR TO SUBMITTING A BID, OF ANY DISCREPANCIES.

H. TAKE PRECAUTIONS TO MAINTAIN AND PROTECT NEW WORK AS WELL AS EXISTING SYSTEMS AND ELEMENTS, IF ANY, WHICH ARE TO REMAIN OR BE SALVAGED. ANY DAMAGE TO SUCH SYSTEMS AND ELEMENTS SHALL BE IMMEDIATELY REPAIRED IN A MANNER ACCEPTABLE TO THE ARCHITECT. IF SATISFACTORY REPAIRS CANNOT BE MADE, REPLACE SYSTEMS AND ELEMENTS WITH "LIKE NEW" QUALITY ACCEPTABLE TO THE ARCHITECT. THE

OWNER SHALL NOT INCUR COSTS ASSOCIATED WITH ANY SUCH REPAIRS OR REPLACEMENTS.

I. ALL PARTS OF THE WORK, INCLUDING BUT NOT LIMITED TO MATERIALS, METHODS, OR ASSEMBLIES, MUST COMPLY WITH THE REQUIREMENTS OF THE GOVERNING CODES AND REGULATIONS OF ALL FEDERAL, STATE AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT, AS WELL AS THOSE GREATER REQUIREMENTS INDICATED BY THE CONTRACT DOCUMENTS. NO PART OF THE CONTRACT DOCUMENTS MAY BE CONSTRUED TO

REQUIRE OR ALLOW WORK CONTRARY TO A GOVERNING CODE OR REGULATION.

J. IDENTIFY AND NOTIFY THE ARCHITECT OF CONFLICTS BETWEEN THE WORK OF DIFFERENT PARTIES AT THE EARLIEST POSSIBLE DATE SO AS TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO BE RESOLVED WITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS MUST BE APPROVED IN

ADVANCE BY THE ARCHITECT AND OWNER.

K. REVIEW AND COORDINATE THE WORK OF ALL SUB- CONTRACTORS, DELEGATED DESIGN ENTITIES, TRADES AND SUPPLIERS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION, AND ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS

OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY.

L. SOLE PRODUCT OR MANUFACTURER/SOURCE: WHERE A SINGLE PRODUCT OR MANUFACTURER/SOURCE IS NAMED, COMPARABLE PRODUCTS COMPLIANT WITH REQUIREMENTS WILL BE CONSIDERED, UNLESS ACCOMPANIED BY

THE PHRASE ”NO KNOWN EQUAL”.

1. ALL DEMOLITION WORK REQUIRED IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON THE DEMOLITION PLANS.

THE INTENT IS TO REMOVE ALL MECHANICAL, ELECTRICAL, AND ARCHITECTURAL ITEMS AS REQUIRED TO

FACILITATE NEW CONSTRUCTION.

2. COORDINATE SCOPE AND EXTENT OF DEMOLITION WORK WITH NEW WORK PLANS AND DETAILS.

3. ALL WALLS, DOORS, FRAMES, AND RELATED HARDWARE ASSEMBLIES DESIGNATED AS "TO BE REMOVED" (SHOWN

AS DASHED LINES) SHALL BE COMPLETELY REMOVED AND DISPOSED OF AS DESIGNATED BY OWNER/TENANT. ALL EXISTING WALLS NOT DESIGNATED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE AND REMAIN "AS-IS".

4. PHASED CONSTRUCTION MAY BE REQUIRED, FINAL NUMBER OF PHASES TBD BY OWNER/ ARCHITECT/ GC PRIOR TO CONSTRUCTION. CONTRACTOR PROVIDE ANY/ALL TEMP. CONSTRUCTION MEASURES AS REQUIRED BY LOCAL AHJ

(EXIT SIGNS, EMERGENCY LIGHTING, CONSTRUCTION LIGHTING, EGRESS SIGNAGE, ETC.) 5. ALL EQUIPMENT, DOORS, FRAMES, RELATED HARDWARE, AND DESIGNATED ITEMS TO BE SALVAGED SHALL BE REMOVED, PROTECTED FROM DAMAGE, AND STORED FOR REUSE.

6. CLEAN AND REPAIR ALL EXISTING FLOOR FINISHES AS NECESSARY.

7. ALL DEMOLITION WORK SHALL BE PERFORMED IN A NEAT AND WORKMANSHIP MANNER. ALL SURFACES ADJACENT

TO AND ABUTTING TO THOSE DESIGNATED "TO BE REMOVED" SHALL BE LEFT WITH A SMOOTH AND FLUSH

APPEARANCE.

8. THE CONTRACTOR SHALL EXERCISE ALL REQUISITE CARE NECESSARY TO ENSURE THAT ALL EQUIPMENT, MATERIALS, FINISHES AND ASSEMBLIES WHICH ARE NOT BEING REMOVED ARE PROTECTED FROM DAMAGE DURING

DEMOLITION AND SUBSEQUENT CONSTRUCTION OPERATIONS.

9. REFER TO MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL

DEMOLITION INFORMATION.

10. GENERAL PRECAUTIONS SHALL BE TAKEN AS NECESSARY TO HOLD ALL DISRUPTION, DUST, DIRT, NOISE, AND

DEBRIS TO A MINIMUM.

12. THE CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH OWNER TO ENSURE THAT IMPACTS ON THE

BALANCE OF THE BUILDING ARE HELD TO A MINIMUM.

13. PREPARE ALL SURFACES TO RECEIVE THE NEW WORK AND FINISHES OF THE CONTRACT.

14. THE CONTRACTOR SHALL DESIGN, PROVIDE, INSTALL AND MAINTAIN ANY AND ALL TEMPORARY BRACING AS

REQUIRED TO ENSURE THE STABILITY OF THE BUILDING ASSEMBLY AND/OR ANY SYSTEMS AND/OR SUBASSEMBLIES AND/OR SYSTEMS APPURTENANT THERETO UNTIL SAID ASSEMBLY AND/OR SUB-ASSEMBLIES ARE COMPLETE, SELF-SUPPORTING AND/OR STABLE.

M0.1 - DEMOLITION PLAN - MECHANICAL

M1.0 - NEW FLOOR PLAN - MECHANICAL

M2.0 - NEW FLOOR PLAN - HVAC

E0.1 - DEMOLITION PLAN - ELECTRICAL

A.1.4 - EXISTING / DEMOLITION PLAN - DUGOUT

A.1.5 - PROPOSED FLOOR PLAN - DUGOUT

A.2.0a - EXTERIOR ELEVATIONS - ALTERNATE BID NO. 1

A.5.0 - LOCKER ROOM - ROOF PLAN

A.5.1 - PRESS BOX - ROOF PLAN

A.6.1 - REFLECTED CEILING PLAN - PRESS BOX

A.7.1 - TYPICAL DETAILS

A.7.2 - TYPICAL DETAILS

A.7.3 - FURNITURE PLAN - LOCKER ROOM

S.1.0 - LOCKER ROOM - FOUNDATION PLAN

S.1.1 - PRESS BOX - FOUNDATION PLAN

M3.0 - MECHANICAL SCHEDULES AND DETAILS

M3.1 - MECHANICAL SCHEDULES AND DETAILS

M3.2 - MECHANICAL SCHEDULES AND DETAILS

M3.3 - ERV SCHEDULES AND DETAILS

ME1.0 - SITE PLAN - ELECTRICAL AND MECHANICAL

E1.0 - NEW FLOOR PLAN - LIGHTING

E1.1 - RENOVATED PRESS BOX FLOOR PLAN - LIGHTING

E2.0 - NEW FLOOR PLAN - POWER AND SPECIAL SYSTEMS

E2.1 - RENOVATED PRESS BOX - POWER AND SPECIAL SYSTEMS

E3.0 - ELECTRICAL SCHEDULES AND DETAILS

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A project number seal date phase drawing number revisions no.

1 2 3 4 6 7 8 10 11 1295 13 14 15 16 riv er ro ad de st re ha n, la

) 7 fa x (9

) 7 date

1910 W Main St, Lutcher, LA 70071

ST. JAMES PARISH SCHOOLS

LUTCHER HIGH SCHOOL

03.25.2025

SOFTBALL COMPLEX RENOVATIONS

G.0.2

ADA STANDARDS

ADA STANDARDSA-1

N.T.S

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text 12"

AutoCAD SHX Text 33"

AutoCAD SHX Text 24"

AutoCAD SHX Text A

AutoCAD SHX Text

%%UPROJECTED FOUNTAINS

AutoCAD SHX Text 1.

AutoCAD SHX Text A.

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

60" MIN.

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text

72" MIN.

AutoCAD SHX Text 2.

AutoCAD SHX Text

48" MIN.

AutoCAD SHX Text 1.

AutoCAD SHX Text A.

AutoCAD SHX Text B.

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TYP.

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CLR.

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27" MIN.

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29" MIN.

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34" MAX.

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DN.

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DN.

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DN.

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DN.

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MIN.

AutoCAD SHX Text 48"

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MAX.

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MIN.

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MIN.

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MIN.

AutoCAD SHX Text 48"

AutoCAD SHX Text 60"

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TYP.

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TYP.

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TYP.

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6' MIN.

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text

18" MIN.

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

AutoCAD SHX Text

RECESSED FOUNTAINS:

AutoCAD SHX Text WITHIN ALCOVES MINIMUM 63" WIDE, MINIMUM 18" DEEP WHEN DOUBLE DRINKING FOUNTAINS ARE REQUIRED AND 32" MIN. CLR. WHEN A SINGLE FOUNTAIN IS PERMITTED.

AutoCAD SHX Text CONTRACTOR SHALL COORDINATE WITH SIZE OF WATER FOUNTAIN TO BE USED AND SIZE ALCOVE ACCORDINGLY COMPLYING WITH REQUIREMENTS AND RECOMMENDATIONS AND COORDINATING WITH THE ARCHITECT.

AutoCAD SHX Text

SEE TYPICAL ACCESSIBILITY NOTES SHEET SECTIONS "R" & "U".

AutoCAD SHX Text WARNING FOR THE VISION IMPAIRED AT A PROJECTED DRINKING FOUNTAIN CAN BE PROVIDED BY EITHER OF THE FOLLOWING MEANS:

AutoCAD SHX Text THE SURFACE OF THE FLOOR OR GROUND AT THE DRINKING FOUNTAIN CAN BE OF CONTRASTING COLOR WITH A TEXTURE THAT CONTRASTS IN RESILIENCY WITH THE ADJACENT FINISHED FLOOR MATERIAL, SO THAT IT CAN BE SENSED BY A CANE, WITH THE TEXTURE EXTENDING FROM THE WALL TO ONE FOOT BEYOND THE FRONT EDGE OF THE DRINKING FOUNTAIN AND ONE FOOT BEYOND EACH SIDE OF THE FOUNTAIN, OR

AutoCAD SHX Text INSTALL WING WALLS ON EACH SIDE OF THE DRINKING FOUNTAIN TO PROJECT OUT FROM THE MAIN WALL AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6" OF THE PATH OF TRAVEL FLOOR FINISH. THERE MUST BE 32" CLEAR BETWEEN THE WING WALLS, OR

AutoCAD SHX Text ILLUSTRATIONS SHOWN HERE ARE FOR DIMENSIONAL ACCESSIBILITY PURPOSES ONLY. A SECOND DRINKING FOUNTAIN SHOULD BE PROVIDED AT A MOUNTING HEIGHT SUITABLE TO PERSONS WITH LIMITED PHYSICAL BENDING ABILITY, ADJACENT TO THE ACCESSIBLE FOUNTAIN, MAINTAINING MINIMUM CLEARANCES NOTED AND AS REQUIRED. PROVIDE TEXTURED AREA OF CONTRASTING COLOR TO IDENTIFY WATER FOUNTAIN LOCATION AS NOTED. WHEN FOUNTAIN IS AT AN INTERIOR LOCATION, THE TEXTURED AREA SHALL ALSO BE OF DIFFERENT RESILIENCY THAN THAT OF THE ADJACENT FLOOR SURFACE FINISH. SEE TYPICAL ACCESSIBILITY NOTES SHEET FOR ADDITIONAL REQUIREMENTS.

AutoCAD SHX Text

RECESSED FOUNTAINS

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text 32"

AutoCAD SHX Text

CLEAR FOR SINGLE

AutoCAD SHX Text 17"-19"

AutoCAD SHX Text 6"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 6"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 18"

AutoCAD SHX Text

MAX.

AutoCAD SHX Text 24"

AutoCAD SHX Text

MAX

AutoCAD SHX Text 27"

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MIN.

AutoCAD SHX Text 27"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

LOBBY

AutoCAD SHX Text 27"

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MIN.

AutoCAD SHX Text 80"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

FIG. (A)

AutoCAD SHX Text 27"

AutoCAD SHX Text

MAX

AutoCAD SHX Text

FIG. (B)

AutoCAD SHX Text

CANE HITS POST OR PYLON BEFORE PERSON HITS OBJECT

AutoCAD SHX Text 27"

AutoCAD SHX Text

MAX.

AutoCAD SHX Text

CANE RANGE

AutoCAD SHX Text

FIG. (A)

AutoCAD SHX Text

FIG. (B)

AutoCAD SHX Text 27"

AutoCAD SHX Text

MAX.

AutoCAD SHX Text 12"

AutoCAD SHX Text

MAX.

AutoCAD SHX Text

CANE RANGE

AutoCAD SHX Text

COMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD

AutoCAD SHX Text

THRESHOLD

AutoCAD SHX Text

FIN. FLOOR LEVEL

AutoCAD SHX Text

1/2" MAX. PILE HEIGHT

AutoCAD SHX Text

TRANSITION BETWEEN FLOOR FINISHES

AutoCAD SHX Text

AutoCAD SHX Text 1/2"

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MAX.

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

LEVEL CHANGES

AutoCAD SHX Text

THRESHOLD

AutoCAD SHX Text

NOTES::

AutoCAD SHX Text

1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT EDGE.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text

1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERTICAL LEVEL CHANGE.

AutoCAD SHX Text

1/4" MAXIMUM VERTICAL LEVEL CHANGE.

AutoCAD SHX Text 3.

AutoCAD SHX Text 48"

AutoCAD SHX Text 15"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 48"

AutoCAD SHX Text 30"

AutoCAD SHX Text (X)

AutoCAD SHX Text (Y)

AutoCAD SHX Text (Z)

AutoCAD SHX Text 48"

AutoCAD SHX Text 30"

AutoCAD SHX Text 48"

AutoCAD SHX Text (Z)

AutoCAD SHX Text

HIGH FORWARD REACH LIMIT

AutoCAD SHX Text A

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

X SHALL BE < 25 INCHES; Z SHALL BE > X.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

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WHEN X < 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM.

AutoCAD SHX Text

WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM.

AutoCAD SHX Text B

AutoCAD SHX Text

MAXIMUM FORWARD REACH OVER AN OBSTRUCTION

AutoCAD SHX Text 48"

AutoCAD SHX Text 54"

AutoCAD SHX Text 9"

AutoCAD SHX Text

CLEAR FLOOR SPACE

AutoCAD SHX Text

PARALLEL APPROACH

AutoCAD SHX Text

SIDE REACH LIMITS

AutoCAD SHX Text

HIGH AND LOW

AutoCAD SHX Text 30"

AutoCAD SHX Text 46"

AutoCAD SHX Text 34"

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MAX.

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text

MAXIMUM SIDE REACH OVER AN OBSTRUCTION

AutoCAD SHX Text

54" PREFERED

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48" MINIMUM

AutoCAD SHX Text 48"

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MIN.

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REQUIRED CLEAR SPACE

AutoCAD SHX Text

WHERE ADJACENT OBSTRUCTION OR WALL OCCURS

AutoCAD SHX Text 36"

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MIN.

AutoCAD SHX Text

12" MINIMUM IF DOOR HAS BOTH A CLOSER AND A LATCH

AutoCAD SHX Text 48"

AutoCAD SHX Text 60"

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MIN.

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24" MIN. EXTERIOR 18"MIN. INTERIOR

AutoCAD SHX Text

REQUIRED CLEAR SPACE

AutoCAD SHX Text

24" MIN. EXTERIOR 18" MIN. INTERIOR

AutoCAD SHX Text

DOOR WIDTH PLUS

AutoCAD SHX Text A

AutoCAD SHX Text B

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PLAN

AutoCAD SHX Text

CORRIDOR PLAN

AutoCAD SHX Text 24" MIN. EXTERIOR & 18" MINIMUM INTERIOR BEYOND STRIKE EDGE OF A GATE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS.

AutoCAD SHX Text

DOOR WIDTH PLUS 42"

AutoCAD SHX Text

DOOR WIDTH PLUS 42"

AutoCAD SHX Text 48"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

18" MIN. INTERIOR 24" MIN. EXTERIOR OF BLDG.

AutoCAD SHX Text

32" CLEAR

AutoCAD SHX Text 48"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

VESTIBULE PLAN

AutoCAD SHX Text

RAMP LANDING AT DOORWAY PLAN

AutoCAD SHX Text B C

AutoCAD SHX Text

NOTES::

AutoCAD SHX Text CLEAR SPACES MUST BE LEVEL TO PREVENT WHEELCHAIRS FROM ROLLING WHEN THE OCCUPANT RELEASES THE WHEEL GRIPS TO REACH FOR THE DOOR. 1/4" PER FOOT IS ALLOWED FOR DRAINAGE.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, THE REQUIRED LEVEL AREA BEYOND THE DOORS MAY BE A MINIMUM OF 48". FOR ADDITIONAL INFORMATION, SEE APPLICABLE NOTES ON TYPICAL ACCESSIBILITY NOTES SHEET.

AutoCAD SHX Text

DOOR TYPE:

AutoCAD SHX Text MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM, EITHER ATTACHED PANEL OR BOTTOM RAIL.

AutoCAD SHX Text

HARDWARE:

AutoCAD SHX Text

OPERABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT.

AutoCAD SHX Text

OPERABLE BY SINGLE EFFORT LEVER-TYPE DEVICE (NOT REQUIRING GRASPING).

AutoCAD SHX Text

MOUNTED 36" TO 42".

AutoCAD SHX Text

MAXIMUM 8.5 LBS. EFFORT TO OPERATE EXTERIOR DOOR, 5 LBS. FOR INTERIOR.

AutoCAD SHX Text

36" TO 42" LEVER OR U SHAPED HANDLE

AutoCAD SHX Text

10" MIN. BOTTOM RAIL OR PROVIDE KICK PLATE

AutoCAD SHX Text

RUBBER BUMPER ON CHAIR

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text A

AutoCAD SHX Text (WHERE INDICATED) A NARROW FRAME WITH A BEVELED TOP EDGE (30 DEGREE MAXIMUM BEVEL TO VERTICAL PLANE) INSTALLED AT THE BOTTOM OF A GLASS DOOR (WITH NO SIDE FRAMES) MAY BE USED IN LIEU OF PROVIDING THE REQUIRED 10-INCH UNINTERRUPTED SURFACE AT THE BOTTOM OF THE DOOR.

AutoCAD SHX Text B

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text (PER CITY OF LOS ANGELES MEMORANDUM OF GENERAL DISTRIBUTION NO. 80, DISABLED ACCESS POLICY NO. 3, DATED JANUARY 29, 1988)

AutoCAD SHX Text

RAMPS MUST MEET HANDRAIL AND CURB REQUIREMENTS.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

60" MIN.

AutoCAD SHX Text

72" MIN.

AutoCAD SHX Text

360" INTERVAL MAX. VARIES

AutoCAD SHX Text

360" INTERVAL MAX. VARIES

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text

WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH

AutoCAD SHX Text

30" MAX. RISE (TYP.)

AutoCAD SHX Text

GUARD RAIL AND CURB

AutoCAD SHX Text

42" MIN.

AutoCAD SHX Text 27"

AutoCAD SHX Text 30"

AutoCAD SHX Text 34"

AutoCAD SHX Text

HANDRAIL AT RAMPS

AutoCAD SHX Text HORIZ. RAILING REQ'D. WHERE INTERM. RAILS W/ MAX. OF 4" CLEAR SPACE BETWEEN RAILS ARE NOT REQUIRED, TYPICAL

AutoCAD SHX Text

6" HIGH WARNING CURBS WHEN A 4" (OR MORE) DROP OCCURS

AutoCAD SHX Text 27"

AutoCAD SHX Text

ADJACENT HAZARD

AutoCAD SHX Text A

AutoCAD SHX Text

STRAIGHT RAMP RUN

AutoCAD SHX Text D

AutoCAD SHX Text

RAMP SECTION

AutoCAD SHX Text

72" MIN.

AutoCAD SHX Text

360" INTERVAL MAX. VARIES (TYP.)

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60" MIN.

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30" MAX. RISE TYP.

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72" MIN.

AutoCAD SHX Text

60" MIN.

AutoCAD SHX Text

WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH

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AS REQUIRED

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48" MIN. CLR

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36" MIN. CLR.

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SIDEWALK

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SIDEWALK

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POLE

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CURB (TYP.)

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STREET (TYP.)

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48" MIN. CLR.

AutoCAD SHX Text

36" MIN. CLR.

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RAMP WITH INTERMEDIATE SWITCH-BACK PLATFORM

AutoCAD SHX Text B

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DETAIL

AutoCAD SHX Text E

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH

AutoCAD SHX Text

60" MIN.

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360" INTERVAL MAX VARIES (TYP.)

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360" INTERVAL MAX VARIES (TYP.)

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60" MIN.

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60" MIN.

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72" MIN.

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60" MIN. LANDING

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30" MAX. RISE (TYP.)

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INTERMEDIATE TURNING POSITION

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INTERMEDIATE POSITION

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GROOVED WARNING BORDER

AutoCAD SHX Text G

AutoCAD SHX Text 48"

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MIN.

AutoCAD SHX Text TYPICAL DETECTABLE WARNING TILES @CURB RAMPS -SEE TYPICAL ACCESSIBILITY NOTES SHEET FOR MORE INFO.

AutoCAD SHX Text

24" MIN. OF STRAIGHT CURB

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TYP.

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DEPRESS CURB 1", AS REQ.

AutoCAD SHX Text TYPICAL DETECTABLE WARNING GROOVED BORDER - SEE TYPICAL ACCESSIBILITY NOTES SHEET FOR ADDITIONAL INFORMATION

AutoCAD SHX Text

PLTR.

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PLTR.

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WALK AREA

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TYP.

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1:12 SLOPE MAX. TYP.

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LINE OF CURB AS OCCURS

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LINE OF FRONT OF REQ'D PARKING SPACE

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1:10 MAX. SLOPE (TYPICAL)

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12" TYP.

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LINE OF OBSTRUCTION OR EDGE OF WALK AREA AS OCCURS, TYP.

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RAMP WITH TURNING PLATFORM

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CURB RAMP DETAILS

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TOILET SEAT DISPENSER (WHERE OCCURS)

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1-1/2" DIAMETER GRABBAR W/ PEENED FINISH & 250 LBS. CAPACITY

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17" TO 19" TO TOP OF TOILET SEAT

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ROLL PAPER HOLDER WITHOUT STOPS

AutoCAD SHX Text

(36" @ TANK W.C.)

AutoCAD SHX Text

NOTE:

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PROVIDE PRIVACY DOOR LOCK WHEN IT IS A PRIVATE TOILET OR FOR UNISEX USE.

AutoCAD SHX Text

GRAB BARS; SEE TYPICAL ACCESSIBILITY NOTES SHEET.

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HANDRAIL

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1-1/4" TO 1-1/2" (O.D.)

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GRAB BAR

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GRAB BAR

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HANDRAIL

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HANDRAIL

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2'-5" MIN.

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MIN.

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6" MIN.

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2'-3" MIN.

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3'-4" MAX.

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TO REFLECTING

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1'-5" MIN.

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2'-10" MAX.

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SURFACE

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3'-0" MIN.

AutoCAD SHX Text 9"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1"

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1" MIN.

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

CLEAR

AutoCAD SHX Text

MIRROR

AutoCAD SHX Text 18" X 36"

AutoCAD SHX Text

PAPER TOWEL

AutoCAD SHX Text

DISPENSER

AutoCAD SHX Text

1 1/2" TO 1 3/4" DIA.

AutoCAD SHX Text

GRAB BARS

AutoCAD SHX Text

3'-0" MAX.

AutoCAD SHX Text

5'-0" CLEAR

AutoCAD SHX Text

(SEE FLOOR PLAN)

AutoCAD SHX Text

2'-9" TO 3'-0"

AutoCAD SHX Text

1'-7" MIN.

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

1" MIN.

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 3'-6"

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CLEAR

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TOILET PAPER

AutoCAD SHX Text

DISPENSER

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FLOOR MOUNTED

AutoCAD SHX Text

TOILET

AutoCAD SHX Text LAVATORY-BOWL & PIPES MUST BE CONTAINED WITHIN THIS AREA. PIPES MUST BE WRAPPED WITH INSULATION.

AutoCAD SHX Text

PROVIDE BLOCKING AT WALL FOR GRAB BARS AND WALL MOUNTED SPECIALTIES FASTENERS.

AutoCAD SHX Text 48 min

AutoCAD SHX Text Fig.B4.15.2.1

AutoCAD SHX Text 27 min

AutoCAD SHX Text 36 max

AutoCAD SHX Text Cantilevered Drinking Fountains and Water Coolers

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A project number seal date phase drawing number revisions no.

1 2 3 4 6 7 8 10 11 1295 13 14 15 16 riv er ro ad de st re ha n, la

) 7 fa x (9

) 7 date

1910 W Main St, Lutcher, LA 70071

ST. JAMES PARISH SCHOOLS

LUTCHER HIGH SCHOOL

03.25.2025

SOFTBALL COMPLEX RENOVATIONS

A.0.0

SITE PLAN

SITE PLANA-1

N.T.S.

NOTES

1. FOR ELECTRICAL, SEE ELECTRICAL DRAWINGS

EXISTING SOFTBALL LOCKER ROOM

EXISTING BUILDING TO BE RELOCATED

EXISTING BUILDING TO BE RENOVATED

RELOCATED BUILDING,

SEE ANCHOR DETAIL J-13/A.7.2

PRESS BOX REHAB SEE DRAWINGS

384'-2-5/8"

INSTALL THIN LINE PANELS TO UNDERSIDE OF BLEACHER COVERING (ALTERNATE NO. 3)

INSTALL J TRIM AS REQUIRED TO CLOSE IN UNDERSIDE OF ROOF

REMOVE AND REPLACE EXISTING NETTING WITH BLACK COATED FENCE

EXISTING FENCE POST TO BE PAINTED BLACK

EXISTING BRICK TO REMAIN

BASE BID: PAINT EXISTING DUGOUT #2

ALTERNATE NO. 1: COVER OUTSIDE OF DUGOUT #2 WITH METAL WALL PANELS

NEW 6' BLACK COATED FENCE (ALTERNATE NO. 2)

RELOCATED TO EXISTING SLAB

EXISTING STORAGE TO BE DEMOLISHED

EXISTING TENNIS COURTS

EXISTING BATTING CAGES

ADDITIONAL 1475 SQFT OF 4" 3,000 PSI PAVING THIS SIDE OF BLEACHERS/DUGOUTS

175 SQFT OF 4" 3,000 PSI PAVING AT BATTING CAGE ENTRY

BASE BID: PAINT EXISTING DUGOUT #1

ALTERNATE NO. 1: COVER OUTSIDE OF DUGOUT #1 WITH METAL WALL PANELS

551'-2"

872'-7"

TO PROPERTY LIN

TO PROPERTY LINE

1,794'-6"

TO PROPERTY LINE

K-2210CAXTONLAVATORYVITREOUS CHINA LOCKER ROOM

CONCESSIONS

STORAGE

COACH'S OFFICE

RESTROOM

EXISTING/DEMOLITION PLAN - LOCKER ROOMA-1

1/8"=1'-0"

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A project number seal date phase drawing number revisions no.

1 2 3 4 6 7 8 10 11 1295 13 14 15 16 riv er ro ad de st re ha n, la

) 7 fa x (9

) 7 date

1910 W Main St, Lutcher, LA 70071

ST. JAMES PARISH SCHOOLS

LUTCHER HIGH SCHOOL

03.25.2025

SOFTBALL COMPLEX RENOVATIONS

AREA CALCULATIONS

EXISTING BUILDING 1,218 SQFT

A.1.0

EXISTING/DEMOLITION PLAN - LOCKER ROOM

WALL LEGEND

AREAS TO BE REMOVED

DEMOLITION NOTES

REMOVE ALL EXISTING PLUMBING FIXTURES IN EXISTING

RESTROOM. DEMOLISH/REMOVE EXISTING PLUMBING LINES

AND CAPPED BENEATH EXISTING SLAB

REMOVE AND REPLACE ALL EXISTING EXTERIOR DOORS, SEE

DOOR SCHEDULE FOR NEW

REMOVE EXISTING FLOORING AND BASE. PREP EXISTING

CONCRETE FLOOR AS REQUIRED TO INSTALL NEW EPOXY

FLOORING, SEE SCHEDULE

REMOVE EXISTING FIXTURES IN CONCESSIONS AND RE-USE

IN NEW CONCESSION AREA, SEE RENOVATION PLAN, SHEET

A.1.1

REMOVE EXISTING COUNTER SHUTTER IN CONCESSION

REMOVE EXISTING ACOUSTICAL CEILING TILE SYSTEM AND

INSULATION ABOVE

REMOVE EXISTING PORTION OF WALLS FOR NEW DOORS,

SEE SCHEDULE

REMOVE AND DISPOSE OF ALL EXISTING CASEWORK IN

CONCESSIONS

REMOVE EXISTING LOCKERS AND TURN OVER TO OWNER

FOR ELECTRICAL DEMOLITION, SEE ELECTRICAL DRAWINGS

FOR MECHANICAL DEMOLITION, SEE MECHANICAL

DRAWINGS

FOR PLUMBING DEMOLITION, SEE MECHANICAL DRAWINGS

13 EXISTING CMU WALLS, GYPSUM ETC. SHALL BE PREPPED

FOR PAINT. ALL HOLES AND DEFECTS TO BE PATCHED.

14 EXISTING SOFFIT TO BE REMOVED AND REPLACED WITH

THIN LINE PANELS, EXISTING FASCIA TO BE REMOVED AND

REPLACED WITH ALUMINUM FASCIA

15 EXISTING HVAC CONDENSER TO BE REMOVED, SEE

MECHANICAL DRAWINGS

16 REMOVE EXISTING CONCRETE SIDEWALKS / PAVEMENTS AS

NEEDED FOR ADDITIONS. SIDE WALKS TO BE CUT THE FULL

DEPTH PRIOR TO REMOVAL.

17 EXISTING CMU PAINTED EXTERIOR WALLS SHALL BE

PROPERLY PREPPED FOR NEW PAINT OR LIQUID APPLIED

MEMBRANE IF ALTERNATE IS SELECTED

18 REMOVE EXISTING GYPSUM CEILING SYSTEM AND

INSULATION ABOVE

19 EXISTING ATTIC ACCESS LADDER TO BE REMOVED

20 REMOVE EXISTING DOOR AND FRAME

AutoCAD SHX Text D

AutoCAD SHX Text D http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf http://www.kclcad.com/emailstaging.asp?M=7-PS-79&R=AD&TID=&VC=13&AL=True&VER=4:9:9&P=hs_soap_toweldisp.pdf

K-2210CAXTONLAVATORYVITREOUS CHINA K-2210CAXTONLAVATORYVITREOUS CHINA K-2210CAXTONLAVATORYVITREOUS CHINA K-2210CAXTONLAVATORYVITREOUS CHINA

K-2253-8ROYALLAVATORYVITREOUS CHINA

12'-6" 9'-2" 26'-3" 12'-2" 30' 13'

103'-1"

113'-1"

'-5

10' 12'-6" 9'-2" 14'-5" 11'-10" 11'-8" 8'-1" 22'-5" 13'

113'-1"

9' -8

'-9

'-5

5' -4

3'-8" 7'-11"

'-8

'-1 1"

'-3

'-1 0"

'-1

55'-2"

OUTDOOR COOKING

COVERED CONCESSION

CONCESSIONS

SUPPLY CLOSET

OFFICE

LOCKER ROOM

RESTROOM

EQUIPMENT LOCKER

LOCKER ROOM

OFFICE

RESTROOM

5 6

10'

A A

COUNTER SHUTTER

3'-11" 2'-11"

5' -4

-9 3 8"

2' -2

5 8"

1' -6

3 8" 7'-2"

6' -1

03 8"

'-2 5 8"

5' 3'

-1

2' -3

4'-3"

1' -6

3 8"

CLOSET

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A project number seal date phase drawing number revisions no.

1 2 3 4 6 7 8 10 11 1295 13 14 15 16 riv er ro ad de st re ha n, la

) 7 fa x (9

) 7 date

1910 W Main St, Lutcher, LA 70071

ST. JAMES PARISH SCHOOLS

LUTCHER HIGH SCHOOL

03.25.2025

SOFTBALL COMPLEX RENOVATIONS

A.1.1

PROPOSED LOCKERROOM RENOVATION AND ADDITION

PROPOSED LOCKER ROOM RENOVATION AND ADDITIONA-1

1/4"=1'-0"

AREA CALCULATIONS

EXISTING LOCKER ROOM 1,218 SQFT

RENOVATED LOCKER ROOM

WALL LEGEND

EXISTING WALLS

NEW GYPSUM BOARD WALLS

NEW CMU EXTERIOR WALLS

RENOVATION NOTES

INSTALL ALL NEW DOORS, SEE SCHEDULE

INSTALL NEW HOLLOW METAL WINDOWS IN OFFICES, SEE

SCHEDULE

INSTALL NEW EPOXY FLOORING THROUGHOUT ENTIRE

BUILDING

INSTALL NEW CASEWORK AND COUNTERTOPS, SEE SHEET

A.4.1

INSTALL NEW RESINOUS BASE, SEE SCHEDULE

INSTALL NEW 6" METAL STUD WALLS AS INDICATED

INSTALL NEW CEILINGS, SEE SHEET A.6.0

INSTALL NEW LOCKERS, SEE FURNITURE PLAN

FOR ELECTRICAL, SEE ELECTRICAL DRAWINGS

FOR MECHANICAL, SEE MECHANICAL DRAWINGS

FOR PLUMBING, SEE MECHANICAL DRAWINGS

INSTALL NEW 4" METAL STUD WALLS AS INDICATED

13 INSTALL NEW PLUMBING FIXTURES IN RESTROOMS

14 INSTALL NEW TOILET PARTITIONS IN RESTROOM 107

RELOCATE EXISTING PLUMBING FIXTURES FROM EXISTING

CONCESSION ROOM TO NEW CONCESSIONS 103

INSTALL NEW COUNTER SHUTTER, SEE SCHEDULE

1,218 SQFT

LOCKER ROOM ADDITION 1.402 SQFT

OUTDOOR COOKING 100 SQFT

COVERED CONCESSIONS 154 SQFT

NEW TOTAL LOCKER ROOM 2,874 SQFT

2 HOUR FIRE WALL

1 HOUR FIRE WALL UL419

1 HOUR FIRE WALL

A-9 A.3.2 A-11

A.3.0

A.4.1 F-6

A.4.1 A-11

A-1 A.2.0

J-1 A.2.0

E-1 A.2.0

A-5 A.3.0

A-1 A.3.1

EXISTING WALL TO BE MADE INTO 2 HOUR FIRE WALL UL 419.

CONTINUE WALL AND GYPSUM TO UNDER SIDE OF ROOF DECK

EXISTING WALL TO BE MADE INTO 2 HOUR FIRE WALL UL 419. CONTINUE

WALL AND GYPSUM TO UNDER SIDE OF ROOF DECK. EXISTING GYPSUM

BOARD TO BE REMOVED AND REPLACED WITH 5/8" TYPE X GYPSUM BOARD

A-1 A.3.2

A-11 A.3.3

A-6 A.3.3

A-1 A.3.3

1 HOUR FIRE WALL

2 HOUR FIRE WALL

EXISTING WALL TO BE MADE INTO 1 HOUR FIRE WALL UL 419. CONTINUE

WALL AND GYPSUM TO UNDER SIDE OF ROOF DECK. EXISTING GYPSUM

BOARD TO BE REMOVED AND REPLACED WITH 5/8" TYPE X GYPSUM BOARD

NOTE:

1. CONCESSIONS AREA: SALE OF PRE-PREPARED FOOD

2. DRINKING WATER: BOTTLED WATER SYSTEM TO BE PROVIDED

2 HOUR FIRE WALL UL419

AutoCAD SHX Text D

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 3, 2025.