A2.1J_ UNIT 'J' FLOOR PLANS Rev.0 markup.pdf
PDF 309 KB Posted
- Attached to
- HS Weight Room - See Attachments
- Solicitation number
- RFP-CSP-250000001196-1
- Issued by
- Kent County, Cheboygan City, Michigan
About this file
This is an architectural floor plan drawing for the Cedar Springs Public Schools Weight Room & Cheer Addition project in Cedar Springs, Michigan. The drawing shows detailed floor plans for Unit 'J' including a weight room (J103), entry area (J101), storage room (J102), and stairwell (S-1), with dimensions and wall specifications clearly marked. The plans depict both first floor and mezzanine level layouts.
The plans include comprehensive wall legends and general floor plan notes detailing construction specifications, including requirements for 5/8" gypboard walls, CMU walls, brick and CMU combinations, and concrete walls. Technical requirements specify metal framing at 16" O.C., sound batting, fire ratings, and minimum reinforcing requirements for bearing and non-bearing walls. The drawing indicates placement of three 65" TVs and a Red Hawk logo. Key dimensions show the main space is approximately 70'8" x 73'8", with detailed measurements for individual rooms and wall sections. The document number A2.1J indicates this is part of a larger set of construction documents, and includes cross-references to other detailed sections and elevations.
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Other files
| File | Type | Posted |
|---|---|---|
| CSPS Weight Room RFP 1.30.25.pdf | ||
| 5-5319 UNIT 'J' FIRST FLOOR PLAN.dwg | DWG drawing |
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Text version
UPDN
WALL LEGEND
5/8" GYP. BOARD BOTH SIDES 3 5/8" LIGHT GA.
METAL FRAMING AT 16" O.C. SOUND BATT
FULL HEIGHT OF WALL. WALLS TO BOTTOM
OF DECK UNLESS NOTED OTHERWISE
CMU WALL SEE FLOOR PLANS FOR REQUIRED
WALL REINFORCING. NOMINAL DIMENSIONS
GIVEN
(8" TYPICAL U.N.O.)
5/8" GYP. BOARD BOTH SIDES 6" LIGHT GA.
METAL FRAMING AT 16" O.C. SOUND BATT
FULL HEIGHT OF WALL. WALLS TO BOTTOM
OF DECK UNLESS NOTED OTHERWISE
-FIRE RATINGS AS CALLED FOR ON CODE COMPLIANCE PLAN
-DIMENSIONS GIVEN ARE TO THE FINISHED FACE OF CMU OR
GYPSUM WALL BOARD UNLESS NOTED OTHERWISE
BRICK AND CMU WALL W/ 2" SPRAY APPLIED
INSULATION SEE FLOOR PLANS FOR REQUIRED
WALL REINFORCING. NOMINAL DIMENSIONS
GIVEN. SEE WALL SECTIONS FOR ADDITIONAL
DETAILS, BANDING, ETC.
(3 5/8" BRICK & 8" CMU TYPICAL U.N.O.)
CONCRETE WALL SEE STRUCTURAL
PLANS FOR REQUIRED REINFORCING.
4 7 /8"
7 1 /4"
SE
E
PL
AN
SE
E
PL
AN
SE
E
PL
AN
GENERAL FLOOR PLAN NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
A.
B.
C.
DIMENSIONS GIVEN ARE TO THE FACE OF MASONRY UNITS OR TO THE FINISHED FACE OF METAL STUD PARTITION WALLS.
REFERENCE STRUCTURAL DRAWINGS FOR CONCRETE SLAB SIZES AND SLAB RELATED INFORMATION.
INTERIOR STUD WALLS ARE TO USE 3 5/8" METAL STUD FRAMING UNLESS OTHERWISE NOTED.
TURN UP VAPOR RETARDER MATERIAL AT JOINTS BETWEEN FLOOR SLAB AND FOUNDATION WALL UNLESS NOTED
OTHERWISE.
SEE FOUNDATION PLANS FOR FLOOR SLAB RECESSES FOR TILE, WOOD FLOOR, ETC. (VERIFY RECESS REQUIRED BY MFR.)
EXTEND ALL INTERIOR WALL PARTITIONS (MASONRY OR STUDS) TO BOTTOM OF DECK ABOVE UNLESS NOTED OTHERWISE.
REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR ITEMS NOT SHOWN. COORDINATE AS REQUIRED
INCLUDING NECESSARY FRAMING, BLOCKING, ETC.
FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF ANY CABINETRY, FRAMES, STRUCTURAL ITEMS, ETC.
PROVIDE PAINTED ACCESS PANELS IN WALLS AND CEILINGS TO PROVIDE ACCESS TO CONCEALED ITEMS INCLUDING BUT NOT LIMITED TO VALVES, CONTROLS, MECH. EQUIPMENT, ETC. ACCESS PANELS MAY NOT ALWAYS BE SHOWN ON PLANS. IT IS THE SUB CONTRACTOR RESPONSIBILITY TO DETERMINE LOCATIONS. COORDINATE LOCATIONS WITH OTHER GENERAL
CONTRACTOR / SITE SUPERVISOR.
COORDINATE WALLS WITH COLUMNS AND OTHER ENCASED ITEMS. COLUMNS ARE TO BE CONTAINED WITHIN WALLS. THE FRAMING CONTRACTOR SHALL INCREASE FRAMING SIZE TO ACCOMMODATE COLUMNS, DRAIN LEADERS, PIPING, ELECTRICAL PANELS, ETC. WHERE WALLS REQUIRE EXTRA WIDTH THE ENTIRE WALL SHALL BE WIDENED UNLESS
APPROVED BY ARCHITECT.
ALL GUARDRAILS AND HANDRAILS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH ALL REQUIREMENTS OF THE 2015 M.B.C., ANSI ICC A117.1-2009 & AMERICANS WITH DISABILITIES ACT GUIDELINES. THE MOST STRINGENT SHALL
PREVAIL.
PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER DETAILS. SEE G0.01 FOR REQUIREMENTS.
FOR ALL CABINETRY, SEE INTERIOR ELEVATIONS FOR LAYOUTS. FIELD VERIFY CLEAR WIDTHS PRIOR TO FABRICATION.
ALL EXTERIOR BLOCK CORNERS ARE TO BE BULLNOSE BLOCK EXCEPT CONCRETE BLOCK COLUMNS, PIERS AND WALLS TO
RECEIVE TILE - UNLESS NOTED OTHERWISE.
CONTRACTOR TO MAINTAIN / REPAIR RATING OF EXISTING PARTITIONS AS AFFECTED BY DEMOLITION / NEW
CONSTRUCTION. TYPICAL THROUGHOUT.
SEAL ALL PENETRATIONS IN FIRE RATED FLOORS AND WALLS WITH APPROVED FIRESTOPPING.
WHERE SPECIALTY BLOCK IS REQUIRED AT THE SAME HEIGHT ON BOTH SIDES OF A WALL USE (2) SPECIALTY BLOCKS BACK TO BACK TO MAINTAIN THE FINISHED WALL APPEARANCE BOTH SIDES OF THE WALL. COORDINATE WITH STRUCTURAL FOR
LINTELS CONDITIONS PER SPECIFICATIONS.
WALLS TO BE PATCHED WITH LIKE MATERIALS WHERE EXISTING WALLS HAVE BEEN COMPROMISED FROM DEMOLITION. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO REMOVAL AND REINSTALLATION OF CASEWORK AND WALL MOUNTED EQUIPMENT IN ORDER TO ACHIEVE SAID PATCH. IN AREAS WHERE BLOCK OR BRICK HAVE BEEN USED, NEW MASONRY TO BE TOOTHED IN AND MATCH EXISTING. AREAS AND FINISHES IN QUESTION SHALL BE COORDINATED WITH
ARCHITECT.
SEE STRUCTURAL FRAMING PLANS FOR ADDITIONAL WALL REINFORCING REQUIREMENTS. MINIMUM REINFORCING (FOR ALL
WALLS NOT OTHERWISE NOTED ON STRUCTURAL PLANS):
ALL BEARING WALLS SHALL RECEIVE A MINIMUM REINFORCING OF R1-5-48.
ALL EXTERIOR WALLS SHALL RECEIVE A MINIMUM REINFORCING OF R1-5-48.
ALL INTERIOR NON-BEARING WALLS OVER 16'-0" HIGH SHALL RECEIVE A MINIMUM REINFORCING OF R1-5-48.
A4.01
A4.012
A4.01
AA
A6.01
AA
A6.01
WEIGHT ROOM
J103
CHEER ROOM
J104
ENTRY
J101
STAIR
S-1
A6.12
A6.12
S-1A J103EJ101F
J104A
J103CJ103D
J104B
CC
A6.02
CC
A6.02
BB
A6.01
BB
A6.01
J101G
A8.01 5
70' - 8"
8" 1' - 0" 3' - 4" 2' - 4" 12' - 0" 4' - 0" 12' - 0" 2' - 4" 3' - 4"
1' - 8"
W01
W01
W02
2"
1'
- 8
6"
6'
- 4
9'
- 4
4" 1'
- 4
1' - 4"
13' - 0" 40' - 0" 6' - 8" 11' - 0"
1' - 8"
4" 3'
- 4
"79
6"
8"
2"
3' - 0" 9' - 4" 4" 8" 8' - 8" 8" 4" 5' - 0" 8" 4"
8"
8"
1'
- 4
3'
- 4
2'
- 8
2"
2"
F.E.S.C.
1'
- 0
2"
2"
E A6.12
65" TV65" TV
4" 4' - 8"
4" 5' - 8" 3' - 4"
4" 6' - 0"
A8.01
A8.01
WALL PADS, 7'-0"T
WALL PADS, 7'-0"T
WALL PADS, 7'-0"T
14' - 0" 6' - 4" 4' - 0" 15' - 8" 4' - 0" 15' - 8" 3' - 8"
2" 15' - 0" 6' - 4" 4' - 0" 15' - 8" 4' - 0" 15' - 8" 3' - 8" 1' - 8"
J103A
WALL PADS, 7'-0"T
J101A
J101C
J101D
J101B
RED HAWK LOGO
J103B
A4.01 4
J101E
3'
- 4
4' - 4"
3' - 4"
3' - 0"
3' - 0"
W03
STORAGE
J102
A
A
73' - 8"
73' - 8"
65' - 0" 1' - 2"66' - 2"
6'
- 4
8"
J102A
EX. VESTIBULE
A101
4" 2'
- 0
4" 1' - 0"
65" TV
8" 6'
- 8
J104D
J104C
CG
D BEFHIJ
DD
A6.02
DD
A6.02
A7.02
7' - 0"
BB2
A6.11
SIMSIM
A4.01
A4.012
A4.01
AA
A6.01
AA
A6.01
A6.12
A6.12
MECHANICAL MEZZANINE
J201
STAIR
S-1
OPEN TO BELOW
OPEN TO BELOW
CC
A6.02
CC
A6.02
BB
A6.01
BB
A6.01
A8.01 5
1' - 0" 63' - 4" 1' - 8"
1'
- 8
6"
8"
2"
2"
1'
- 0
6"
8"
8" 12' - 8" 8" 8' - 8" 8"
4' HIGH 8" CMU WALL
7 9 /16
1 1/2"
E A6.12
A8.01
A4.01 4
A5.011
A5.01
W04
W04
A
CG
D
B
E
F
H
I
J
DD
A6.02
DD
A6.02
LADDER
UNIT A
UNIT B
UNIT C
UNIT D
UNIT E
UNIT F
UNIT G
UNIT
H
U N
IT
J
PROJECT NO.
DRAWN
REVIEWED
NO PART OF THIS DRAWING MAY BE
USED OR REPRODUCED IN ANY FORM
OR BY ANY MEANS, OR STORED IN A
DATA BASE OR RETRIEVAL SYSTEM,
WITHOUT PRIOR WRITTEN
PERMISSION OF
ALL RIGHTS RESERVED
c
KEYPLAN
ISSUANCES
GMB COPYRIGHT
Au to de sk
D oc s:
//5
-5
C ed ar
S pr in gs
H ig h Sc ho ol
W re st lin g
C he er A dd iti on /5
-5
9A
2_
C
EN
TR
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.rv t
9/
/2
9:
:1
AM
A2.1J
5-5319
UNIT 'J' FLOOR PLANS
DJH
JAJ
H
IG
H S
C H
O O
L W
E
IG
H T
R O
O M
C
H E
E R
A D
D
IT
IO
N
C E D A R S P R
IN
G S P U B
LI
C S C H O O
LS
C E
D A
R S
P R
IN
G
S
M
IC
H
IG
A N
1/8" = 1'-0"
UNIT 'J' FIRST FLOOR PLAN
1/8" = 1'-0"
UNIT 'J' MEZZANINE FLOOR PLAN
09.23.2024 BIDS &
CONSTRUCTION
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Sheets: A2.1J - UNIT 'J' FLOOR PLANS
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