HomeMy WebLinkAboutPerformers Edge Floor Plan109LOUNGE
STUDENT
OPEN
109
CORRIDOR
OPEN
108
EX
EXISTING
WOMENS
RESTROOM
EXISTING
MENS
RESTROOM
106
103
105STUDIO
DANCE
OPEN
102
STORAGE
OPEN
105
OFFICE
OPEN
101
WAITING
OPEN
100
STUDIO
DANCE
OPEN
103
CORRIDOR
OPEN
104EX107
101
102
MEN'S LOCKER
8'-0" ACT
104
MEN RR
8'-0" GYP
111
STORAGE
122
DISPLAY AREA
STUDIO
DANCE
OPEN
107
DANCE
BABY
OPEN
106
CORRIDOR
CORRIDOR
OPEN
110EX
A200
floor plan
North
Dance Studio - Floor Plan
1/8" = 1'-0"
01
A200
COPYRIGHT: SODA, LLC expressly reserves the common law copyright and other property rights in these plans. These plans are not to be
reproduced in any form or manner, nor assigned to any third party, without first obtaining the expressed permission and consent of SODA, LLC.PERFORMER'S EDGE - DANCE STUDIO201 WEST CARMEL DRIVECARMEL, IN 46032C COPYRIGHT SODA, LLC .
date
01.09.24 PERMIT ISSUE
issue Carmel, IN tj@swansonoffice.com t: 317.324.885502.23.24 PERMIT REVISONNOS
N
AWSJSAMOHT
CRA TCTI
AR11800182
T ERED
SIGER
A N AIDNI
H
No.
STATE OF
E
GENERAL NOTES
A. ALL DIMENSIONS ARE FROM CENTERLINE OF COLUMN GRID OR FACE
OF STUD. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE
ARE TO BE VERIFIED WITH ARCHITECT. DO NOT SCALE DRAWINGS.
B. SEE WALL TYPE LEGEND FOR WALL CONSTRUCTION.
C. PROVIDE WOOD BLOCKING SUPPORT AS REQUIRED.
D. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES.
E. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL
APPLICABLE CODES, LAWS AND ORDINANCES.
F. CONTACT RESPECTIVE UTILITY COMPANY FOR EXACT LOCATION OF
SERVICES PRIOR TO START OF CONSTRUCTION. PROTECT EXISTING
SERVICE DURING CONSTRUCTION.
G. NOT USED.
H. CAULK JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E.
STOREFRONT AND GYPSUM BOARD).
I.EACH CONTRACTOR SHALL PROVIDE ALL BARRICADES, ETC. AS
REQUIRED BY LAW, CODE OR ORDINANCE AND AS OTHERWISE
REQUIRED.
J. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO
MANUFACTURER'S LIMITING HEIGHT L/ OVER 240.
K. REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE DAILY.
L. ALL METAL STUD WALLS WHICH EXTEND TO DECK SHALL BE
CONSTRUCTED WITH A CONTINUOUS SLIP TRACK AT TOP OF WALL.
TRACK SHALL BE SIZED TO ALLOW FOR MINIMUM DECK DEFLECTION OF
1/2".
M. PROVIDE SURFACE MOUNTED FIRE EXTINGUISHERS AS REQUIRED BY
LOCAL CODE.
WALL TYPES
FLOOR PLAN KEYED NOTES
FIRE EXTINGUISHER LOCATION
VIEWING WINDOW - REFER TO A400
EXISTING EGRESS DOOR WITH PANIC EXIT HARDWARE AND ALARM
AREA OUSIDE PROJECT SCOPE OF WORK
EXISTING BUILDING POWER WITH FENCE ENCLOSURE BY OWNER
EXISTING SKYLIGHT LOCATIONS SHOWN DASHED
RECEPTION COUNTER TO BE ADA COMPLAINT IN HEIGHT AND FRONT
ACCESSIBILITY - REFER TO DETAIL 04/A400
EXISTING RESTROOM ACCESSIBLE TO DANCE STUDIO
EXISTING WALL CONSTRUCTION TO REMAIN
NEW WALL CONSTRUCTION TO DECK TO ALIGN WITH EXISTING WALL
FINISHES THIS AREA:
LVT FLOORING SELECTED BY OWNER
VINYL BASE TO COORDINATE WITH FLOOR FINISH
PAINTED WALLS
CEILING OPEN
FINISHES THIS AREA:
SPORTS FLOOR AS DETERMINED BY OWNER
VINYL BASE TO COORDINATE WITH FLOOR FINISH
PAINTED WALLS
CEILING OPEN
1
2
3
4
5
6
W
3 5/8" METAL STUD FRAMING WITH 5/8" GYPSUM
WALLBOARD EACH SIDE W/ MINERAL WOOL
SOUND INSULATION IN EACH CAVITY.
ALTERNATE TO USE FIRE RETARDENT
TREATED WOOD FRAMING
6" METAL STUD FRAMING WITH 5/8" GYPSUM
WALLBOARD EACH SIDE W/ MINERAL WOOL
INSULATION IN EACH CAVITY. ALTERNATE TO
USE FIRE RETARDENT TREATED WOOD
FRAMING
* ALL WALL TYPES SHALL BE W1 UNLESS NOTED OTHERWISE.
* WALL THICKNESS INDICATED IS ANTICIPATED -
METAL STUD FRAMING SIZE, GAUGE, AND
SPACING TO BE DESIGNED BY FRAMING
CONTRACTOR TO MEET 5 PSF AT L/ OVER 240 -
PROVIDE CLIPS BRIDGING AND ATTACHMENT
DETAILS AS REQUIRED - SUBMIT ENGINEERED
SHOP DRAWINGS
W1
W2 4 7/8"7 1/4"WALL HEIGHTS
A. ALL WALLS EXTEND TO DECK IF NOT NOTED OTHERWISE:
WHERE WALLS ARE FRAMED TO DECK OR STRUCTURE
ABOVE PROVIDE SLIP TRACK CONDITION FOR MOVEMENT OF
ROOF.
WALLS TO 16' ABOVE FINISHED FLOOR16'
WALLS TO DECK ABOVED
7
8
*
9
10
11
12
2
2
2
2
3 3
3
6
4
6
6
W1W1 W1W1W1W1W1W1
W1
W1
W1
W1
W1
16'
16'16'16'16'
16'
16'
16'
16'16'16'16'16'16'D16'16'
D 16'W1W2
W2
W2
72
2
10
D
9
1
D
10
D
4
8
4
4
84
84
11
88
4 4W1
2
11
16'16'11
11
12
12
12
12
11
11
11
11
16'
11
16'W1W1W1W1