St. James High School Media Center Plans.pdf

PDF 20 MB Posted Aug 7, 2025

Attached to: St. James High School Media Center Broadcast Studio
Solicitation number: 2025-08-07
Issued by: St. Martin Parish, Louisiana

About this file

Written by GovTribe AI · Aug 7, 2025

This is an architectural design development drawing set for the St. James High School Media Center renovation project located at 22187 Highway 20, Vacherie, Louisiana 70090, prepared by Murray Architects for the St. James Parish School Board. The project involves renovating 1,895 square feet within an existing 68,875 square foot building to create a television production studio (Studio 101), control room (Room 103), and classroom (Room 102). The scope includes demolition of existing walls and installations, construction of new metal stud walls with acoustic insulation and sound barriers, installation of specialized ceiling systems including a pipe grid for lighting equipment, HVAC modifications with new air handling units, fire protection system updates, electrical work including specialized lighting controls, and audio/visual infrastructure. Key construction elements include black-painted surfaces in the studio, a curved green screen wall, acoustic treatments with Sonaspray insulation, and professional broadcast lighting systems.

The project is currently in the Design Development phase as indicated by the October 24, 2024 drawing date, with Murray Architects serving as the prime design professional and Crumb Engineering LLC providing mechanical and electrical engineering services. The renovation addresses specialized requirements for television production including acoustic isolation through the use of Acoustiblok sound barriers, professional lighting grids suspended from the ceiling structure, and climate control systems designed for media equipment. The drawings show compliance with IBC 2021 building codes and NFPA fire protection standards, with the studio classified as Ordinary Hazard Group II occupancy for fire protection design purposes. Construction involves coordination between architectural, mechanical, electrical, and fire protection trades to accommodate the specialized broadcast equipment and maintain proper acoustic separation between the production spaces and adjacent corridors.

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Other files

File	Type	Posted
Project Manual St. James High School Media Center.pdf	PDF	Aug 7, 2025
Request for Bids- St James Media Center Advertisement.pdf	PDF	Aug 7, 2025

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VICINITY MAP

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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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

LOCATION MAP

G.0.0

TITLE SHEET

IBC CODE ANALYSIS

PROJECT NAME

ADDRESS

PROPOSED USE

BLDG. SQ.FTG.

ASSEMBLY - EDUCATION

TOTAL BUILDING SQUARE FOOTAGE 68,875 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

ASSEMBLY

NO. REQ'D FIRE SEPARATION NONE

TYPE OF CONSTRUCTION

CONSTRUCTION TYPE

FIRE PROTECTION SYSTEMS

FIRE DETECTION REQUIREMENTS

FIRE EXTINGUISHING REQUIREMENTS

YES AUTOMATIC SPRINKLERS

MANUAL EXTINGUISHERS

OCCUPANCY HAZARD (LOW, ORDINARY, HIGH)

MAX. FLOOR AREA PER EXTINGUISHER

MAX TRAVEL DISTANCE TO EXTINGUISHER

22187 HWY. 20. VACHERIE, LA 70090

TYPE II B, 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

ARCHITECT

MURRAY ARCHITECTS

13760 RIVER ROAD

DESTREHAN, LA 70047

985-764-7275 985-725-0182

MEDIA CENTER

CONSULTANTS

ELECTRICAL/MECHANICAL

ENGINEER

CRUMB ENGINEERING LLC

4609 FAIRFIELD ST.

METAIRIE, LA 70006

504-455-4450 504-455-4451

ST. JAMES PARISH SCHOOLS

ST. JAMES HIGH SCHOOL

ST. JAMES PARISH HIGH SCHOOL MEDIA CENTER

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

ST. JAMES PARISH SCHOOL BOARD

SUPERINTENDENT - CHRIS M. KIMBALL

DISTRICT 1 - DIANA CANTILLO

DISTRICT 2 - TIM DETILLIER

DISTRICT 3 - SUE BEIER, PRESIDENT

DISTRICT 5 - ANGELA WASHINGTON

DISTRICT 6 - NICOLE FLORENT, PRESIDENT

DISTRICT 7 - RAYMOND GROS

DISTRICT 4 - MARTY POCHE, VICE PRESIDENT

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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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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

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 - OVERALL FLOOR PLAN

A.1.1 - ENLARGED - EXISTING FLOOR PLAN

A.1.2 - ENLARGED - RENOVATED FLOOR PLAN

A.3.0 - WALL SECTIONS

A.4.0 - SCHEDULES, DOOR AND WINDOW ELEVATIONS

A.6.0 - REFLECTED CEILING PLAN

A.7.0 - TYPICAL DETAILS

A.7.1 - TYPICAL DETAILS

A.6.1 - REFLECTED CEILING PLAN

A.4.1 - INTERIOR ELEVATIONS

A.4.2 - INTERIOR ELEVATIONS

A.4.3 - INTERIOR ELEVATIONS

A.4.4 - INTERIOR ELEVATIONS

A.7.2 - EXISTING CONDITIONS

A.3.1 - WALL SECTIONS

A.3.2 - WALL SECTIONS

A.3.3 - WALL SECTIONS

A.7.3 - TYPICAL DETAILS

M1.0 - ENLARGED - RENOVATED FLOOR PLAN - HVAC

M2.0 - ENLARGED - RENOVATED FLOOR PLAN - FIRE PROTECTION

M3.0 - MECHANICAL SCHEDULES AND DETAILS

E1.0 - ENLARGED - RENOVATED FLOOR PLAN - LIGHTING

E2.0 - ENLARGED - RENOVATED FLOOR PLAN - POWER

E2.1 - RENOVATED FLOOR PLAN - 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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

G.0.2

ADA STANDARDS

ADA STANDARDSA-1

N.T.S

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AutoCAD SHX Text 2.

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AutoCAD SHX Text 5.

AutoCAD SHX Text 12"

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%%UPROJECTED FOUNTAINS

AutoCAD SHX Text 1.

AutoCAD SHX Text A.

AutoCAD SHX Text 1 1/2"

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60" MIN.

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AS REQUIRED

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72" MIN.

AutoCAD SHX Text 2.

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48" MIN.

AutoCAD SHX Text 1.

AutoCAD SHX Text A.

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TYP.

AutoCAD SHX Text

CLR.

AutoCAD SHX Text

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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TYP.

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TYP.

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6' MIN.

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18" MIN.

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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"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 27"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

LOBBY

AutoCAD SHX Text 27"

AutoCAD SHX Text

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"

AutoCAD SHX Text

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.

AutoCAD SHX Text

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"

AutoCAD SHX Text

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

AutoCAD SHX Text

48" MINIMUM

AutoCAD SHX Text 48"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

REQUIRED CLEAR SPACE

AutoCAD SHX Text

WHERE ADJACENT OBSTRUCTION OR WALL OCCURS

AutoCAD SHX Text 36"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

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

AutoCAD SHX Text 48"

AutoCAD SHX Text 60"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

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

AutoCAD SHX Text

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.)

AutoCAD SHX Text

60" MIN.

AutoCAD SHX Text

30" MAX. RISE TYP.

AutoCAD SHX Text

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

AutoCAD SHX Text

36" MIN. CLR.

AutoCAD SHX Text

SIDEWALK

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SIDEWALK

AutoCAD SHX Text

POLE

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CURB (TYP.)

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STREET (TYP.)

AutoCAD SHX Text

48" MIN. CLR.

AutoCAD SHX Text

36" MIN. CLR.

AutoCAD SHX Text

RAMP WITH INTERMEDIATE SWITCH-BACK PLATFORM

AutoCAD SHX Text B

AutoCAD SHX Text

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.

AutoCAD SHX Text

360" INTERVAL MAX VARIES (TYP.)

AutoCAD SHX Text

360" INTERVAL MAX VARIES (TYP.)

AutoCAD SHX Text

60" MIN.

AutoCAD SHX Text

60" MIN.

AutoCAD SHX Text

72" MIN.

AutoCAD SHX Text

60" MIN. LANDING

AutoCAD SHX Text

30" MAX. RISE (TYP.)

AutoCAD SHX Text

INTERMEDIATE TURNING POSITION

AutoCAD SHX Text

INTERMEDIATE POSITION

AutoCAD SHX Text

GROOVED WARNING BORDER

AutoCAD SHX Text G

AutoCAD SHX Text 48"

AutoCAD SHX Text

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

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

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.

AutoCAD SHX Text

PLTR.

AutoCAD SHX Text

WALK AREA

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

1:12 SLOPE MAX. TYP.

AutoCAD SHX Text

LINE OF CURB AS OCCURS

AutoCAD SHX Text

LINE OF FRONT OF REQ'D PARKING SPACE

AutoCAD SHX Text

1:10 MAX. SLOPE (TYPICAL)

AutoCAD SHX Text

12" TYP.

AutoCAD SHX Text

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

AutoCAD SHX Text

RAMP WITH TURNING PLATFORM

AutoCAD SHX Text C

AutoCAD SHX Text

CURB RAMP DETAILS

AutoCAD SHX Text F

AutoCAD SHX Text

TOILET SEAT DISPENSER (WHERE OCCURS)

AutoCAD SHX Text

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

AutoCAD SHX Text

17" TO 19" TO TOP OF TOILET SEAT

AutoCAD SHX Text

ROLL PAPER HOLDER WITHOUT STOPS

AutoCAD SHX Text

(36" @ TANK W.C.)

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

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

AutoCAD SHX Text

GRAB BARS; SEE TYPICAL ACCESSIBILITY NOTES SHEET.

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

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

AutoCAD SHX Text

GRAB BAR

AutoCAD SHX Text

GRAB BAR

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

2'-5" MIN.

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

2'-3" MIN.

AutoCAD SHX Text

3'-4" MAX.

AutoCAD SHX Text

TO REFLECTING

AutoCAD SHX Text

1'-5" MIN.

AutoCAD SHX Text

2'-10" MAX.

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

3'-0" MIN.

AutoCAD SHX Text 9"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1"

AutoCAD SHX Text

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"

AutoCAD SHX Text

CLEAR

AutoCAD SHX Text

TOILET PAPER

AutoCAD SHX Text

DISPENSER

AutoCAD SHX Text

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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.0.0

SITE PLAN

1/8"=1'-0"

SITE PLANA-1

OVERALL FLOOR PLANA-1

N.T.S.

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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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.1.0

OVERALL FLOOR PLAN

PROJECT LOCATION

A.1.1 A-1

ENLARGED - EXISTING FLOOR PLANA-1

3/8"=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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.1.1

ENLARGED - EXISTING FLOOR PLAN

AREA CALCULATIONS

EXISTING BUILDING SQ.FT. 68,875 SQFT

RENOVATED AREA 1,895 SQFT

WALL LEGEND

AREAS TO BE REMOVED

DEMOLITION NOTES

EXISTING DOOR TO REMAIN, CONTRACTOR TO SHEET ROCK

OVER INSIDE

2 PREP FLOORING FOR NEW FLOORING, SEE SCHEDULE

4 EXISTING COLUMN TO REMAIN

5 SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION

6 SEE MECHANICAL DRAWINGS FOR MECHANICAL DEMOLITION

REMOVE EXISTING INSULATION @ ROOF LINE IN STUDIO

AREA ONLY

6 5

EXISTING CORRIDOR

G C

STUDIO

CLASSROOM

CONTROL ROOM

ENLARGED - RENOVATED FLOOR PLANA-1

3/8"=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

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22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.1.2

ENLARGED - RENOVATED FLOOR PLAN

EXISTING CMU WALLS

'-5

5 8

18'-6 3 4 "

'-5

10'-95 8"

29'-9 1 8 "

'-5

1 2"

4'-103 4"

25'-6 7 8 "

'-6

7 8

3'-6

29'-63 8"

'-5

3 8"

AREA CALCULATIONS

EXISTING BUILDING SQ.FT. 68,875 SQFT

RENOVATED AREA 1,895 SQFT

RENOVATION NOTES

INSTALL NEW 2"x6" METAL STUD WALL @ 16" O.C. WITH 5/8"

GYPSUM BOARD @ EACH SIDE

PAINT ALL EXISTING WALLS AND CEILINGS

INSTALL NEW FLOORING, SEE SCHEDULE

INSTALL NEW DOORS 1,1, & 3, SEE SCHEDULE

PREP AND PAINT EXISTING EXPOSED STRUCTURAL STEEL

MEMBERS

LEGEND

EXISTING WALLS

NEW WALLS

INSTALL NEW 2'x2' ACOUSTICAL CEILING, SEE SHEET A.6.0

FOR SPECIFIC ROOMS

INSTALL NEW STOREFRONT WINDOWS, SEE SCHEDULE

SEE ELECTRICAL FOR NEW LIGHTS

10 INFILL EXISTING CMU WALLS WITH 8" CMU BLOCK WHERE

EXISTING DOORS WERE REMOVED

11 INFILL NEW SONASPRAY TO UNDERSIDE OF ROOF IN

STUDIO 101, ONT OP OF CLOSED CELL INSULATION PAINT

BLACK

PROVIDE AND INSTALL NEW BASE, SEE SCHEDULE12

CONTRACTOR TO PROVIDE AND INSTALL NEW TV

PRODUCTION COUNTER

PAINT ALL EXPOSED STRUCTURAL STEEL IN STUDIO 101

BLACK

A-16 A.3.0

EXISTING DOOR NUMBERS 4 & 5 TO REMAIN14

INSTALL NEW GREEN SCREEN WALL, SEE SECTION

H-16/A.3.2 FOR DETAIL

FURR OUT EXISTING CMU WALL AS DETAILED IN WALL

SECTION

STUDIO 101 SHALL BE PAINTED BLACK WITH THE

EXCEPTION OF GREEN SCREEN

PAINT EXISTING COLUMN IN CONTROL ROOM 103 BLACK18

A.7.1 A-8

G-16 A.3.0

A-16 A.3.1

A-16 A.3.2

A-9 A.4

A-1 A.4

A-8 A.4.1

A-5 A.4

A-5 A.4.4

H-16 A.3.2

'-0

5 8

'-4

1 4

PANIC HARDWARE

EXISTING CMU WALL

3 4 6

8 9

9 3

11 12

INSTALL 5" CLOSED CELL INSULATION AT ROOF LINE OF

STUDIO 101

5'-6

120°9'-55 8"

150°

A.7.1 E-8

A.7.1 A-1

G-16 A.3.3

A-16 A.3.3

INSTALL 1.5" OF SONASPRAY ON TOP OF 4" CLOSED CELL

INSULATION IN STUDIO 101 AT ROOF ONLY

E-1 A.7.1

A.7 .3

F-1 A.7

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D U

O N

O F

C O

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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.3.0

WALL SECTIONSTY

A-

3/ 4"

=1 '-0

G -1

4" =1

'-0

G F

O U

N G

5/ 8"

B O

G C

M U

2" M

D W

6" O

2" P

'-0

N G

D W

N D

H S

G R

O O

N T

5/ 8"

B O

G C

M U

2" M

D W

6" O

T G

M B

G C

1/ 4"

O N

A N

O N

G F

O U

N G

5/ 8"

B O

G C

M U

2" M

D W

6" O

2" P

'-0

B O

N G

D W

N D

H S

G R

O O

O N

A N

5/ 8"

B O

2" M

O .C

1/ 4"

G C

M U

G C

D O

C U

B E

O R

B Y

A R

E R

T O

M U

R R

R C

A N

D A

R E

N O

O R

O N

A N

Y O

P R

C T

O R

A T

O C

N W

O U

T "T

E D

O C

U M

A R

D B

Y U

S C

H T

P R

F O

W R

N A

D P

N O

F M

U R

A R

C H

R O

D U

O N

O F

C O

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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.3.1

WALL SECTIONSTY

A-

3/ 4"

=1 '-0

G -1

4" =1

G F

O U

N G

5/ 8"

B O

G C

M U

2" M

D W

6" O

2" P

'-0

N G

D W

N D

H S

G R

O O

O N

A N

N T

G D

W O

2" x4

D W

6" O

5/ 8"

B O

G C

O N

1/ 4"

O N

G F

O U

W O

O D

5/ 8"

B O

D, L

D G

-0

G C

M U

2" M

D W

6" O

2" P

'-0

N G

D W

N D

H S

G R

O O

N T

5/ 8"

B O

G C

M U

2" M

D W

6" O

T G

M B

O F

1/ 4"

D G

R2 '-3

1/ 4"

O N

A N

O N

G C

D O

C U

B E

O R

B Y

A R

E R

T O

M U

R R

R C

A N

D A

R E

N O

O R

O N

A N

Y O

P R

C T

O R

A T

O C

N W

O U

T "T

E D

O C

U M

A R

D B

Y U

S C

H T

P R

F O

W R

N A

D P

N O

F M

U R

A R

C H

R O

D U

O N

O F

C O

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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.3.2

WALL SECTIONSTY

A-

3/ 4"

=1 '-0

H -1

4" =1

G F

O U

N G

2' x2

' A

G T

G R

O O

N T

G C

M U

B E

12'

O N

G C

O O

G F

O U

N G

G R

O O

N T

G C

M U

2' x2

' A

G T

G C

M U

B E

O N

12'

G C

O O

D O

C U

B E

O R

B Y

A R

E R

T O

M U

R R

R C

A N

D A

R E

N O

O R

O N

A N

Y O

P R

C T

O R

A T

O C

N W

O U

T "T

E D

O C

U M

A R

D B

Y U

S C

H T

P R

F O

W R

N A

D P

N O

F M

U R

A R

C H

R O

D U

O N

O F

C O

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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.3.3

WALL SECTIONSTY

A-

3/ 4"

=1 '-0

G -1

4" =1

3 EVEN SPACES

3' -1

2 EVEN SPACES

3' -1

7' -4

6'-4"

7' -2

3'-4"

7' -4

3'-4"

D O

C U

B E

O R

B Y

A R

E R

T O

M U

R R

R C

A N

D A

R E

N O

O R

O N

A N

Y O

P R

C T

O R

A T

O C

N W

O U

T "T

E D

O C

U M

A R

D B

Y U

S C

H T

P R

F O

W R

N A

D P

N O

F M

U R

A R

C H

R O

D U

O N

O F

C O

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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.4.0

SCHEDULES, DOOR AND WINDOW ELEVATIONS

WINDOW "B"A-13

1/2"=1'-0"

REMARKSNORTH WALL

U M

ROOM NAME RM No

BASEFLOORS

N O

N E

8 10

1 2

N O

U S

N O

U S

N G

SOUTH WALL

21 222017

5/ 8"

13 1412 16

U M

R O

N T

R O

N T

B D.

N O

U N

R O

N T

R O

N T

EAST WALL

3332312927

2624 25

B D.

R O

N T

U M

R O

N T

B D.

N O

U N

N O

CEILINGS

WEST WALL

41 42 43

38 39 403635

' X

B D.

' X

U M

O N

T W

O R

R O

N T

N O

'-7

N O

8' -0

N U

(2 )5

/8 G

M O

CLG HT

RM No

STUDIO 101 101

'-0

N G

G M

45 46 47 48 49 50 51 52 53 54 55

CLASSROOM 102

CONTROL ROOM 103

MARK THRESHOLDTOSIZE

PR. 3'-0" x 7'-0" x 3/4" STUDIO 101

FROM DESCRIPTION FRAMING

REMARKS MARK

HOLLOW METAL

HEAD JAMB HARDWARE

SETSILL

1 EXISTING CORRIDOR SOLID CORE WOOD DOOR ALUMINUM J-5/A.7.0 E-5/A.7.0 A-5/A.7.0

MARK FRAMING

STOREFRONT

HEAD

A J-13/A.7.1

JAMB SILL REMARKS MARK

AE-13/A.7.1 A-13/A.7.1 TEMPERED GLASS

SIZE DESCRIPTION

STOREFRONT w/ INSULATED GLASS

B B

3'-0" x 7'-0" x 3/4" HOLLOW METALSOLID CORE WOOD DOOR

HOLLOW METALSOLID CORE WOOD DOOR3'-0" x 7'-0" x 3/4"

EXISTING DOOR

STUDIO 101CLASSROOM 102

CLASSROOM 102

CONTROL ROOM 103

8'-0" x 3'-10"

6'-0" x 3'-10"

STOREFRONT w/ INSULATED GLASS STOREFRONT

EXISTING CORRIDOR

EXISTING

WINDOW "A"E-13

1/2"=1'-0"

DOOR NO. 1A-9

1/2"=1'-0"

DOOR NO. 2, 3E-9

1/2"=1'-0"

J-1/A.7.0 E-1/A.7.0 A-1/A.7.0

J-9/A.7.0 E-9/A.7.0 A-9/A.7.0

J-13/A.7.1 - J-13/A.7.0 E-13/A.7.1 - E-13/A.7.0 A-13/A.7.1- A-13/A.7.0

DOOR LITE 24X60

KRIEGERSONIC SOUND DOOR

DOOR NO. 6A-5

1/2"=1'-0"

TEMPERED GLASS

NEW DOOR, SEE SCHEDULE

NEW WINDOW, SEE SCHEDULE

NEW PAINTED GYPSUM BOARD

NEW PIPE GRID

NEW PAINTED GYPSUM BOARD

NEW 2"X4" METAL STUDS @ 16" O.C.

WITH 5/8" GYPSUM BOARD FURR

OUTS TO ENCASE EXISTING DUCT

WORK THAT GOES THROUGH STUDIO

SPACE. SEE REFLECTED CEILING PLAN

FOR FURR DOWN LOCATIONS

NEW BASE, SEE SCHEDULE

D O

C U

B E

O R

B Y

A R

E R

T O

M U

R R

R C

A N

D A

R E

N O

O R

O N

A N

Y O

P R

C T

O R

A T

O C

N W

O U

T "T

E D

O C

U M

A R

D B

Y U

S C

H T

P R

F O

W R

N A

D P

N O

F M

U R

A R

C H

R O

D U

O N

O F

C O

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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.4.1

INTERIOR ELEVATIONS

STUDIO 101 ELEVATIONA-6

NEW DOOR, SEE SCHEDULE

NEW PAINTED GYPSUM BOARD

NEW PIPE GRID

NEW PAINTED GYPSUM BOARD

NEW 2"X4" METAL STUDS @ 16" O.C.

WITH 5/8" GYPSUM BOARD FURR

OUTS TO ENCASE EXISTING DUCT

WORK THAT GOES THROUGH STUDIO

SPACE. SEE REFLECTED CEILING PLAN

FOR FURR DOWN LOCATIONS

NEW BASE, SEE SCHEDULE

PAINT EXISTING CMU BLOCK

NEW PIPE GRID

PAINTED GYPSUM BOARD

NEW 2"X4" METAL STUDS @ 16" O.C.

WITH 5/8" GYPSUM BOARD FURR

OUTS TO ENCASE EXISTING DUCT

WORK THAT GOES THROUGH STUDIO

SPACE. SEE REFLECTED CEILING PLAN

FOR FURR DOWN LOCATIONS

NEW BASE, SEE SCHEDULE

D O

C U

B E

O R

B Y

A R

E R

T O

M U

R R

R C

A N

D A

R E

N O

O R

O N

A N

Y O

P R

C T

O R

A T

O C

N W

O U

T "T

E D

O C

U M

A R

D B

Y U

S C

H T

P R

F O

W R

N A

D P

N O

F M

U R

A R

C H

R O

D U

O N

O F

C O

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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.4.2

INTERIOR ELEVATIONS

STUDIO 101 ELEVATIONA-8

1/2"=1'-0"

STUDIO 101 ELEVATIONA-1

NEW PIPE GRID

NEW PAINTED GYPSUM BOARD

NEW 2"X4" METAL STUDS @ 16" O.C.

WITH 5/8" GYPSUM BOARD FURR

OUTS TO ENCASE EXISTING DUCT

WORK THAT GOES THROUGH STUDIO

SPACE. SEE REFLECTED CEILING PLAN

FOR FURR DOWN LOCATIONS

NEW BASE, SEE SCHEDULE

LEVEL 5 FINISH, WALL TO BE

PAINTED GREEN

LEVEL 5 FINISH, WALL TO BE

PAINTED GREEN 13'-0" AFF

DOOR, SEE SCHEDULE

D O

C U

B E

O R

B Y

A R

E R

T O

M U

R R

R C

A N

D A

R E

N O

O R

O N

A N

Y O

P R

C T

O R

A T

O C

N W

O U

T "T

E D

O C

U M

A R

D B

Y U

S C

H T

P R

F O

W R

N A

D P

N O

F M

U R

A R

C H

R O

D U

O N

O F

C O

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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.4.3

INTERIOR ELEVATIONS

STUDIO 101 ELEVATIONA-5

1/2"=1'-0"

H-16 A.3.2

11'-45

NEW PIPE GRID

NEW PAINTED GYPSUM BOARD

NEW 2"X4" METAL STUDS @ 16" O.C.

WITH 5/8" GYPSUM BOARD FURR

OUTS TO ENCASE EXISTING DUCT

WORK THAT GOES THROUGH STUDIO

SPACE. SEE REFLECTED CEILING PLAN

FOR FURR DOWN LOCATIONS

NEW BASE, SEE SCHEDULE

NEW GYPSUM BOARD FURR DOWNS

TO ENCASE EXISTING DUCTWORK

D O

C U

B E

O R

B Y

A R

E R

T O

M U

R R

R C

A N

D A

R E

N O

O R

O N

A N

Y O

P R

C T

O R

A T

O C

N W

O U

T "T

E D

O C

U M

A R

D B

Y U

S C

H T

P R

F O

W R

N A

D P

N O

F M

U R

A R

C H

R O

D U

O N

O F

C O

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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.4.4

INTERIOR ELEVATIONS

STUDIO 101 ELEVATIONA-5

1/2"=1'-0"

A-16 A.3.2

G C

STUDIO

CLASSROOM

CONTROL ROOM

D O

C U

B E

O R

B Y

A R

E R

T O

M U

R R

R C

A N

D A

R E

N O

O R

O N

A N

Y O

P R

C T

O R

A T

O C

N W

O U

T "T

E D

O C

U M

A R

D B

Y U

S C

H T

P R

F O

W R

N A

D P

N O

F M

U R

A R

C H

R O

D U

O N

O F

C O

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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.6.0

REFLECTED CEILING PLAN

REFLECTED CEILING PLANA-1

3/8"=1'-0"

SPECIFIC NOTES

PIPE GRID, SEE SHEET A.6.12

2'x2' ACOUSTICAL CEILING TILE

GYPSUM BOARD CHASE AROUND DUCTWORK

A-16 A.3.2

G C

STUDIO

CLASSROOM

CONTROL ROOM

D O

C U

B E

O R

B Y

A R

E R

T O

M U

R R

R C

A N

D A

R E

N O

O R

O N

A N

Y O

P R

C T

O R

A T

O C

N W

O U

T "T

E D

O C

U M

A R

D B

Y U

S C

H T

P R

F O

W R

N A

D P

N O

F M

U R

A R

C H

R O

D U

O N

O F

C O

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

22187 Hwy. 20, Vacherie, LA 70090

ST. JAMES HIGH SCHOOL

MEDIA CENTER

10.24.2024

A.6.1

REFLECTED CEILING PLAN

REFLECTED CEILING PLANA-1

3/8"=1'-0"

SPECIFIC NOTES

1 2'x2' ACOUSTICAL CEILING TILE

PIPE GRID2

3 GYPSUM BOARD CHASE AROUND DUCTWORK

PIPE 1: 16'-0"

E 2:

4'-

0" P

E 2:

4'-

E 2:

4'-

E 2:

4'-

0" P

E 2:

4'-

PIPE 4: 9'-7"

8' -2

QTY

PIPE NO.

DESCRIPTION

P1: 1.5" NOM SCHEDULE 40 PIPE

LENGTH

16'-0"

2 24'-0"5 P2: 1.5" NOM SCHEDULE 40 PIPE

3 8'-2"5 P3: 1.5" NOM SCHEDULE 40 PIPE

4 9'-7"4 P4: 1.5" NOM SCHEDULE 40 PIPE

N/AAS. REQ. FIXED 90 DEGREE PIP COUPLER FOR 1.5" STD PIPE

N/A6 FIXED 90 DEGREE PIP COUPLER FOR 1.5" STD PIPE (SPARE)

N/A6 SWIVEL PIPE COUPLER FOR 1.5" STD PIPE

N/A40 BLACK PIPE END CAPS

WINDOW (SEE SCHEDULE)

SEALANT

5/8" GYPSUM BOARD

6" METAL STUDS

2"x6" METAL STUD @ 16" O.C.

ALUMINUM SILL BREAK

(2) 6" METAL STUDS

WINDOW (SEE SCHEDULE)

5/8" GYPSUM BOARD

SEALANT

2"x6" METAL STUD @ 16" O.C.

(2) 2x6" HEADER

5/8" GYPSUM BOARD

WINDOW (SEE SCHEDULE)

SEALANT

2"x6" METAL STUD @ 16" O.C.

DOOR (SEE SCHEDULE)

FINISH FLOOR SEE SCHEDULE

NOTE:

WHERE MATERIALS OR COLOR

CHANGES MAKE TRANSITION UNDER

CENTER OF DOOR

HOLLOW METAL DOOR FRAME

JOINT SEALANT

DOOR (SEE SCHEDULE)

(2) 2"x6"…

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File details come from the government source that posted it. Updated Aug 7, 2025.