SOUTH BEAUREGARD RECREATIONDISTRICT NO. 2 OF WARDS 4 & 6

SHEET # TITLE SHEETA-1 ARCHITECTURAL SITE PLAN AND ENLARGED PLANA-2 FOUNDATION PLAN AND DETAILSA-3 FLOOR PLAN AND ELEVATIONSA-4 SCHEDULES, INTERIOR ELEVATIONS AND BUILDING SECTIONA-5 WALL SECTIONSA-6 SECTIONS AND DETAILSP-1 PLUMBING PLAN AND DETAILSM-1 MECHANICAL PLAN AND DETAILSE-1 ELECTRICAL SITE PLANE-2 ELECTRICAL PLANE-3 LIGHTING CONTROL SCHEMATIC

RAGLEY, LA

H. Curtis Vincent - Steven D. ShowsArchitects, A Professional CorporationSulphur, Louisiana 706631502 South Huntington Street

fax (337) 528-2609(337) 527-8137

www.vsarchitects.com

DRAWING INDEX

ABBREVIATIONS

9-13-2019

9-13-2019

1 SCALE: 1" = 20'SITE PLAN

2 SCALE: 1" = 10'PLAN AT PLAYGROUND AREA

BUILDING CODE INFORMATION:

IBC 2015Building use: Open pavilion with (6) fixed in place basketball goals (non-normallyoccupied building)Occupancy: Assembly (A-5)Construction Type: III-BBuilding Gross Area: 8,192 sq. feet Assembly area (open pavilion): 6,465 sq. feet Sports Equipment Room: 524 sq. feet (accessory to main occupancy)Occupant Load: 6,465/50 = 130 (open pavilion classified as exercise)Protection: none requiredSeparation of occupancies: none required

NFPA 101 (2015)Occupancy: Special Structures (Open Structures) Chapter 11.2Construction Type: III (200)Building Gross Area: 8,192 sq. feetProtection: none required

LOUISIANA STATE PLUMBINGCODE REQUIREMENTS (2015 IPC):Minimum number of required plumbingfixtures for: Assembly (A-5)Assembly occupant load: 130 Male water closets for Assembly occupancy: 1 per 75 for the first 1,500 and 1 per 120 for the remainder exceeding 1,500 Male: 1 wc (65 occupants requires 1 wc) Female water closets for Assembly occupnacy: 1 per 40 for the first 1,520 and 1 per 60 for the remainder exceeding 1,520 Female: 2 wc (65 occupants requires 2 wc) Lavatories for Assembly occupancy: 1 per 200 for the males and 1 per 150 for the females Male: 1 lav Female: 1 lav Drinking Fountains: 1 Service Sink: 1

FLOOD ZONE:Flood zone: X (Based on LA Floodmaps effective firm 11-26-2010)

METAL BUILDING DESIGN INFORMATION:Refer to specification section 13125

Design loads: Minimum loads as required by International Building Code 2015,MBMA's "Metal Building Systems Manual" and ASCE 7-10, "Minimum DesignLoads for Buildings and Other Structures."

Wind loads: Basic Wind Speed at site is 123 MPH. Exposure "B", Risk Category "II"

Collateral Loads: 1.5 PSF

Additional Loads: Include loads and structure as required for basketball goalsas indicated on drawings.

SCALE: 3/8" = 1'-0"PROJECT SIGN

A-1OF

PROJECT #

SHEET

REVISIONS:

CHKD. BYDRWN. BYDATE

SS

9-13-2019

1 SCALE: 1/8" = 1'-0"FOUNDATION PLAN

4 SCALE: 3/4" = 1'-0"FOUNDATION DETAL AT BUILDING COLUMN

5 SCALE: 3/4" = 1'-0"FOUNDATION DETAIL AT EXTERIOR GRADE BEAM

6 SCALE: 3/4" = 1'-0"FOUNDATION DETAIL AT INTERIOR GRADE BEAM

11 SCALE: 1" = 1'-0"CONTROL JOINT (CJ) DETAIL

12 SCALE: 1" = 1'-0"DETAIL AT SIDEWALK DRAIN

15 SCALE: 1" = 1'-0"EXPANSION JOINT (EJ) DETAIL

9 SCALE: 1" = 1'-0"TOOLED JOINT (TJ) DETAIL

7 SCALE: 3/4" = 1'-0"FOUNDATION DETAIL AT BUILDING COLUMN

2 SCALE: 1/2" = 1'-0"FOUNDATION DETAIL - HAIRPIN

3 SCALE: 1/2" = 1'-0"FOUNDATION DETAIL - HAIRPIN

8 SCALE: 3/4" = 1'-0"FOUNDATION DETAIL - EXTERIOR GRADE BEAM AT SIDEWALK

13 SCALE: 1" = 1'-0"PAVING EDGE DETAIL

14 SCALE: 3/4" = 1'-0"CONCRETE SPLASH BLOCK DETAIL

10 SCALE: 1" = 1'-0"EXPANSION JOINT (EJ) DETAIL (SIDEWALK)

A-2OF

PROJECT #

SHEET

REVISIONS:

CHKD. BYDRWN. BYDATE

SS

9-13-2019

1 SCALE: 1/8" = 1'-0"FLOOR PLAN

2 1/8" = 1'-0"EAST EXT. ELEVATION

5 SCALE: 1/8" = 1'-0"SOUTH EXT. ELEVATION

4 SCALE: 1/8" = 1'-0"NORTH EXT. ELEVATION

3 1/8" = 1'-0"WEST EXT. ELEVATION

A-3OF

PROJECT #

SHEET

REVISIONS:

CHKD. BYDRWN. BYDATE

9-13-2019

SS

SCHEDULE OF DOORS

SCHEDULE OF ROOM FINISHES

6 SCALE: 3/8" = 1'-0"VISUAL DOOR SCHEDULE

5 SCALE: 3/8" = 1'-0"INTERIOR ELEVATION @ MEN'S R.R.4 SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION @ WOMEN'S R.R.

1 SCALE: 3/8" = 1'-0"BUILDING SECTION

3 SCALE: 3/4" = 1'-0"ONE HOUR FIRE WALL ASSEMBLY

2 SCALE: 1" = 1'-0"DETAIL AT PRECAST SIGNS

A-4OF

PROJECT #

SHEET

REVISIONS:

CHKD. BYDRWN. BYDATE

SS

9-13-2019

1 SCALE: 3/4" = 1'-0"TYPICAL WALL SECTION 2 SCALE: 3/4" = 1'-0"

WALL SECTION THROUGH MASONRY WALL 3 SCALE: 3/4" = 1'-0"WALL SECTION THROUGH SEPERATION WALL A-5

OF

PROJECT #

SHEET

REVISIONS:

CHKD. BYDRWN. BYDATE

SS

9-13-2019

SCALE: 3" = 1'-0"PARTITION TYPE 1

SCALE: 3" = 1'-0"PARTITION TYPE 2

SCALE: 3" = 1'-0"PARTITION TYPE 3 SCALE: 3" = 1'-0"

PARTITION TYPE 4

1 SCALE: 1" = 1'-0"CMU CONTROL JOINT DETAIL

2 SCALE: 1" = 1'-0"HEAD DETAIL 3 SCALE: 1" = 1'-0"

JAMB DETAIL

4 SCALE: 3/4" = 1'-0"CONCRETE HEADWALL DETAIL

A-6OF

PROJECT #

SHEET

REVISIONS:

CHKD. BYDRWN. BYDATE

SS

9-13-2019

1 SCALE: 1/4" = 1'-0"PLUMBING FLOOR PLAN

P-1OF

PROJECT #

SHEET

REVISIONS:

CHKD. BYDRWN. BYDATE

3 SCALE: N.T.S.FLOOR DRAIN DETAIL

2 SCALE: N.T.S.TYPICAL CLEANOUT DETAILS

9-13-2019

SS

1 SCALE: 1/4" = 1'-0"MECHANICAL FLOOR PLAN

’’

’

”

M-1OF

PROJECT #

SHEET

REVISIONS:

CHKD. BYDRWN. BYDATE

SS

9-13-2019

11

11

11