2-2. Appendix A - JAZZ Shelter Specifications 1.pdf
PDF 417 KB Posted
- Solicitation number
- IFB #27-02
- Issued by
- Monterey County, San Francisco City, California
About this file
This is a technical specification document for a 24-foot custom shelter design developed by Tolar Manufacturing Company, Inc., in coordination with the Monterey-Salinas Transit District (MST) for their transit centers and JAZZ shelters in California. The shelter features a domed roof structure measuring 24 feet 4 inches in overall width with columns spaced 11 feet on center, providing a minimum clearance of 8 feet 2 3/8 inches at the front. The design incorporates custom glass display panels and schedule holders branded "JAZZ," LED lighting spaced 3 feet on center, stainless steel framing with 4-inch Schedule 80 pipe in a 180-grit brushed finish, polycarbonate lens components, and integrated camera locations for security surveillance. The shelter structure is supported by rear frame members constructed of 2-inch by 2-inch by 3/16-inch wall thickness aluminum tubing and stainless steel threaded rods with expansion anchors that anchor into 30-inch by 30-inch by 24-inch deep pad footings.
The specifications detail material requirements and construction standards including ASTM A-36 structural steel with a minimum yield strength of 36,000 PSI, 6063-T5 or greater aluminum alloy, and compliance with American Welding Society standards D1.1-00 for steel welding and D1.2-08 for aluminum welding. All structural welding must be performed at Tolar Manufacturing Company's facility. The design accommodates electrical service integration for camera power supply and LED lighting systems. The document includes a floor and foundation plan with precise dimensional details and camera location specifications to support the installation of digital displays within the shelter environment for the MST transit system.
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Text version
DETAIL A
SCALE 1 / 4
A A
B B
C C
D D
DESCRIPTION
CUSTOMER/VENDOR
MATL.
SCALE
SIZE
DATE DRAWN BY:
DWG NO.
Tolar Manufacturing Company, Inc 258 Mariah Circle, Corona CA. 92879
24' CUSTOM SHELTER
D
16730-00 5/18/2012 Emeza
\\TOLAR3\Data\Inventor\Shelters\Ad Custom Dome\16730-00.idw
REV. NO.
SHEET NO.
1 OF 2 MST
1/32
A
B B
11'-0" C/C COLUMNS 11'-0" C/C COLUMNS
24'-4" O/A ROOF
1'-2" 1'-2"3'-0" C/C LEDs 3'-0" C/C LEDs 3'-0" C/C LEDs 3'-0" C/C LEDs
1'-0"
6' -1
1/
2" T
OP
O
F
BA
CK
P
AN
EL
7' -1
5/
8" M
IN
. C
LE
AR
AN
CE
8' -4
/8
" M
IN
. C
LE
AR
AN
CE
A
T
FR
ON
T
9' -1
/8
" O /A
H
EI
GH
T
6' -3
" B
AC
K
PA
NE
L
8 1/2" CLEARANCE
REAR FRAME SUPPORTS (4X)
STN STL THREARED ROD W/ Ø3/4"
INTERNALLY THREARED EXPANSION
ANCHOR (1 1/4" O.D. X 2 3/4" LONG)
DATA SIGN
DISPLAY
SCHEDULE HOLDER
"JAZZ" CUSTOM GLASS
DISPLAY
"JAZZ" CUSTOM GLASS
SCHEDULE HOLDER
3/16" POLYCARBONATE LENS
4" SCH 80 (316) STN STL SCH 80 PIPE
180 GRIT BRUSHED FINISH
6 7/16" CLEARANCE
7'
- 1
/8 " T
O
RA
DI
US
7' -1
5/
8" T
O
CO
LU
M
N 8'
-2
/8 " M
IN
. C
LE
AR
AN
CE
A T
FR
ON
T
8' -1
3/
4" O
/A H
EI
GH
T
4' -8
" R
OO
F
24'-4" ROOF
1/
2" T
YP
11'-0" C/C COLUMNS
REAR FRAME, 2" X 2" X 3/16" W.T.
ALUMINUM TUBING
CAMERA LOCATIONS
CAMERA LOCATION
SPECO D4WRSP
POWER SUPPLYELECTRICAL SERVICE HERE
CAMERA LOCATION
GENERAL NOTES:
1. ALL STRUCTURAL STEEL, UNLESS OTHERWISE NOTED, SHALL
BE ASTM A-36, MINIMUM YIELD STRENGTH 36,000 PSI.
2. ALL STRUCTURAL ALUMINUM MEMBERS, UNLESS OTHERWISE
NOTED, SHALL BE OF ALLOY 6063-T5 OR GREATER.
3. ALL HOLES TO BE DRILLED OR PUNCHED.
4. STEEL WELDING SHALL CONFORM TO AMERICAN WELDING
SOCIETY STANDARD D1. 1-00. ELECTRODES SHALL CONFORM
TO AWS 5.1, CLASS E70S-5.
5. ALUMINUM WELDING SHALL CONFORM TO AMERICAN
WELDING SOCIETY STANDARD D1. 2-08. ELECTRODES SHALL
CONFORM TO AWS/SFA 5.10 CLASS ER4043.
6. ALL WELDING TO BE DONE AT TOLAR MANUFACTURING
COMPANY, INC. FACILITY.
11'-0" C/C COLUMNS
4'-8" 5 25/32"
1'-9 5/8"
2'-9 5/8"
11'-0"
4'- 1/8"
5/8" OFFSET (TYP.)
3'-9" 3'-2 7/8" 3'-2 7/8" 3'-9" 4'- 1/8"
11'-0"
GLASS SUPPORTS
FLOOR / FOUNDATION PLAN
30" X 30" X 24" DEEP
PAD FOOTINGS PER
FOUNDATION PLAN
SHELTER ROOF ABOVE
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