FRONT VIEW
SCALE 1/2"=1'-0"
SIDE VIEW
SCALE 1/2"=1'-0"
TOP VIEW
SCALE 1/2"=1'-0"
SECTION A-A
SCALE 1/2"=1'-0"
DETAIL A
SCALE 2"=1'-0"
DETAIL B
SCALE 2"=1'-0"
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
A A
B B
C C
D D
DESCRIPTION
CUSTOMER/VENDOR
MATL.
SCALE
SIZE
DATE DRAWN BY:
DWG NO.
TOLAR MANUFACTURIN G COMPANY, INC
258 Mariah Circle, Corona CA. 92879
REV
12NASIGPERFFASCIA
SANTA MARIA, CA
D
VARIES
47778-00 A
AS NOTED 3/7/2023 RFarr
T:\Inventor\Shelters\Non-Ad Custom Dome\47778-00.idw
THE DESIGN AND DRAWINGS REMAIN THE
INTELLECTUAL PROPERTY OF TOLAR MFG.
AND ARE PROTECTED BY LAW. THEY MAY
NOT BE ALTERED, REPRODUCED OR USED
FOR FABRICATION WITHOUT EXPRESSED
WRITTEN CONSENT FROM TOLAR MFG.
ALL DOCUMENTS TO BE RETURNED TO
TOLAR MFG.. AT COMPLETION OF WORK.
CONTRACTOR TO SITE VERIFY ALL DETAILS
AND DIMENSIONS AND REPORT ANY AND
ALL DISCREPANCIES TO TOLAR MFG..
BEFORE COMMENCING WITH THAT RELATED
PORTION OF THE WORK.
DURABILITY WITH DISTINCTION
TOLAR
®
PAGE:
1 OF 2
AA
A
B
GENERAL NOTES:
1. ALL STRUCTURAL STEEL, UNLESS OTHERWI SE 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. 1-10. 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 MA NUFACTURING COMPANY, INC. FACILITY.
7. ALL CORPORATE PROCEDURES, INCLUDING FABRICATION, MUST BE IN COMPLIANCE WITH TOLAR MANUFACTURING CO. INC'S QUALITY CONTROL MANUAL
8. THE CONCRETE PAD SIZES SHOWN ARE STANDARD MINIMUM REQUIREMENTS FOR THE STRUCTURE AND ARE FOR REFERENCE ONLY. THE PAD MAY NEED TO BE REINFORCED
OR ENLARGED DEPENDING ON LOCAL CODES AND LOADING CONDITIONS AND DOES NOT INCLUDE ADA CLEAR PATH REQUIREMENTS.
0'-0"
1'-6"
6"
3" MINIMUM EMBEDMENT
(SEE NOTE 8.)
6" MINIMUM FROM EDGE
OF CONCRETE TO EDGE
OF SHOE FLANGE TYP. ALL
DIRECTIONS
1'-10 5/8"
6'-0" MINIMUM CONCRETE SLAB
(SEE NOTE 8.)
11'-6"
13'-3 1/2" MINIMUM CONCRETE SLAB
(SEE NOTE 8.)
2'-6"
4'-0"
11'-8"
5'-7 7/8"
REAR FASCIA,
1/8" THICK PERFORATED ALUMINUM SHEET
ROOF PANELS,
1/8" CLEAR POLYCARBONATE OVER
1/8" THICK ALUMINUM SHEET
RMS80F SOLAR SYSTEM
20 GAL POLE MOUNT TRASH CAN8' PERFORATED BENCH W/ (3)
SEAT DELINEATORS
6'-8 7/16"
5"
5" 9 1/2" X 1/2" THICK ALUMINUM PLATE
ANCHORS,
HILTI KWIK BOLT TZ2
Ø1/2 X 4-1/2 STN. STL.
INSTALLED PER ESR-4266
REAR DECAL PLAQUE
6'-7 5/8"
8'-2 7/8"
8'-5 1/2"
8'-10 11/16"
USC/AXCENTIA 13"
E-PAPER DISPLAY
Attachment D
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
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
REV
D
3/7/2023 RFarr
T:\Inventor\Shelters\Non-Ad Custom Dome\47778-00.idw
THE DESIGN AND DRAWINGS REMAIN THE
INTELLECTUAL PROPERTY OF TOLAR MFG.
AND ARE PROTECTED BY LAW. THEY MAY
NOT BE ALTERED, REPRODUCED OR USED
FOR FABRICATION WITHOUT EXPRESSED
WRITTEN CONSENT FROM TOLAR MFG.
ALL DOCUMENTS TO BE RETURNED TO
TOLAR MFG.. AT COMPLETION OF WORK.
CONTRACTOR TO SITE VERIFY ALL DETAILS
AND DIMENSIONS AND REPORT ANY AND
ALL DISCREPANCIES TO TOLAR MFG. .
BEFORE COMMENCING WITH THAT RELATED
PORTION OF THE WORK.
DURABILITY WITH DISTINCTION
TOLAR
®
PAGE:
2 OF 3
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. 1-10. 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.
7. ALL CORPORATE PROCEDURES, INCLUDING FABRICATION, MUST BE IN COMPLIANCE WITH TOLAR MANUFACTURING CO. INC'S QUALITY CONTROL MANUAL
8. THE CONCRETE PAD SIZES SHOWN ARE STANDARD MINIMUM REQUIREMENTS FOR THE STRUCTURE AND ARE FOR REFERENCE ONLY. THE PAD MAY NEED TO BE REINFORCED
OR ENLARGED DEPENDING ON LOCAL CODES AND LOADING CONDITIONS AND DOES NOT INCLUDE ADA CLEAR PATH REQUIREMENTS.
Attachment D
Attachment D
DETAIL E
SCALE 1/4
SECTION D-D
SCALE 1/8
VIEW A-A
SCALE 1/8
SECTION B-B
SCALE 1/4
SECTION C-C
SCALE 1/8
DETAIL F
SCALE 1 / 8
SECTION H-H
SCALE 1/8
1 1
2 2
3 3
4 4
A A
B B
DESCRIPTION
CUSTOMER/VENDOR
MATL.
SCALE
SIZE
DATE DRAWN BY:
DWG NO.
Tolar Manufacturing Company, Inc
258 Mariah Circle, Corona CA. 92879
STANDARD BENCH WELDING SYMBOLS
B
STEEL & ALUM.
1/9/2014 MFUENTES
T:\Inventor\Benches\STANDARD BENCH WELDMENTS.idw
A
REV. NO.
SHEET NO.
1 OF 2
NOTED
E
H
H
1/4TYP.
1/4TYP.
1/4
LEG TO SHOE
TYP.
3/16 2"- 4" PERF TO LEG
1/4 PIPE TO LEG
CL
3/16
3/16 1"- 6"
PERF
3/16
V-BAR TO COVER
PLATE
3/16
COVER PLATE
TO CENTER OF PIPE
STANDARD BENCH WELDING SYMBOLS
FOR STEEL AND ALUMINUM
Attachment D