38808-00 rev B Foundation.pdf
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- Solicitation number
- Not on record
- Issued by
- Luzerne County, Pennsylvania
About this file
This is a technical blueprint and parts specification document for an 8-foot custom dome shelter structure prepared by Tolar Manufacturing Company, Inc. for LCTA (Luzerne County Transportation Authority) in Kingston, Pennsylvania. The shelter design includes a complete assembly with structural components, glazing, seating, and solar panel capabilities. The bill of materials specifies 33 line items including roof assemblies, post weldments, glass rail assemblies, custom printed glass panels with LCTA logo, three 48-inch benches with recycled plastic slats, a map case extrusion assembly, solar bracket angles for two 30-watt panels, and various fastening hardware. The structure dimensions are approximately 8 feet by 7 feet 10 inches with 5-foot 9-inch depth. All structural steel shall conform to ASTM A-36 specifications with minimum yield strength of 36,000 PSI, and all aluminum members shall be alloy 6063-T5 or greater. Steel welding shall comply with AWS Standard D1.1-10 using E70S-5 electrodes, while aluminum welding shall conform to AWS Standard D1.2-08 using ER4043 electrodes, with all welding performed at Tolar Manufacturing's facility.
The shelter utilizes a color scheme of RAL 4004 claret violet for the roof, posts, and escutcheons, with RAL 9006 white aluminum for mullions, door, map case, and bench components. The design includes custom safety glass panels featuring LCTA's printed logo and incorporates Hilti Kwik Bolt anchoring systems requiring 3.5-inch minimum concrete embedment. The drawing was prepared on October 22, 2020, by R. Farr and revised to revision B, with all design and intellectual property retained by Tolar Manufacturing Company. Contractors are required to site-verify all details and dimensions before commencing work and report any discrepancies to Tolar Manufacturing. The concrete pad sizes shown are minimum standard requirements subject to modification based on local codes and loading conditions. This blueprint serves as the technical specification document for the bus stop shelter improvements project under RFP #26-07-001 for LCTA engineering services.
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Text version
FRONT VIEW
SCALE 1/2"=1'-0"
SIDE VIEW
SCALE 1/2"=1'-0"
SIDE VIEW
SCALE 1/2"=1'-0"
TOP VIEW
SCALE 1/2"=1'-0"
SECTION A-A
FLOOR PLAN
SCALE 1/2"=1'-0"
DETAIL A
SHOE WELDMENT/ ANCHORING
SCALE 2"=1'-0"
DETAIL B
SCALE 2"=1'-0"
A A
A
B
PARTS LIST
DESCRIPTIONPART NUMBERQTYITEM
ROOF ASSY, 8' AD SUNSET40236-0011
ROOF PANEL, 45 3/8"29281-0022
PRESSURE RIB10680-0033
POST WELDMENT, LEFT
SIDE REAR, AD BOX
40240-0014
REAR POST WELDMENT
(SUNSET MULLION TAB T
& B)
31762-0115
POST WELDMENT, FRONT34722-0016
END GLASS RAIL MULLION
ASSY & COVER PLATES
13681-00A27
GLASS RAIL ASSEMBLY W/
COVERS, REAR WALL,
91-7/8" C/C
19101-00A18
FLAT AD BOX ASSY.,
HIDDEN HINGE, SUNSET
SHELTER, NO ELEC.
40238-0019
SHOE WELDMENT10406-00310
SHOE WELDMENT, AD BOX15341-00111
ESCUTCHEON, 10-1/2" DIA.
X 4-1/2" TALL
10537-00412
SUPPORT ANCHOR
BRACKET ASSY., 12" LONG
4837-00113
CUSTOM GLASS, "LCTA"
LOGO, 3/8 THK 44 X 73-1/4
CTG
38809-00114
CUSTOM REAR GLASS, 3/8
THK 44 X 73-1/4 CTG
WITH HOLES
38809-01115
CUSTOM GLASS, "LCTA"
LOGO, 3/8 THK 42-15/32 X
67-7/8 CTG
40235-00116
SOLAR BRACKET ANGLE
FOR 2 X 30 WATT PANELS
40242-00217
3390010118
GLAZING CHANNEL
E-11096
9060100 X 41.375219
GLAZING CHANNEL E-110969060100 X 43.4375220
ANCHOR KWIK BOLT TZ
1/2 X 4 1/2 STN. STL.
80374501621
HEX NUT, 1/4-20 STN. STL.
SERRATED FLANGE
82130442422
MACH. SCREW, 3/8-16 X 4"
SOCKET PAN HEAD
8375400323
LOCK WASHER, 3/8", STN
STL
87050682724
FLAT WASHER, 1/4'', STN.
STL. W/ NEOPRENE SEAL
8683075-12425
MACHINE SCREW 3/8"-16 X
3" HEX SOCKET CAP,
BUTTON HEAD STN. STL.,
FULLY THREADED
83753001226
HEX NUT, 3/8-16 STN. STL.81550321227
SH. METAL SCREW, TEK
(SELF DRILLING) , #10 X
3/4'', PAN HD, SQ DRIVE,
ZINC
8573075828
TSSL SOLAR UNIT30W USC SOLAR PANEL
NEW 8-24-16
48" EURO BENCH WITH 1
CENTER V-BAR
34902-00130
MAP CASE EXTRUSION
AND BACK SHEET
ASSEMBLY
10076-03131
30 X 48 ADA0800000132
SNAP-IN, 2 1/2" LONG 2.5 INCH SNAP IN233
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
8' AD CUSTOM DOME SHELTER
KINGSTON, PA
D
VARIES
38808-00
AS NOTED 10/22/2020 RFarr
T:\Inventor\Shelters\Non-Ad Custom Dome\38808-00.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:
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. CONCRETE PAD SIZES SHOWN ARE STANDARD MINIMUM REQUIREMENTS AND ARE FOR REFERENCE
ONLY. THE PAD MAY NEED TO BE REINFORCED OR ENLARGED DEPENDING ON LOCAL CODES AND
LOADING CONDITIONS
7'-10"
8'-3 1/8"
5'-9 3/16"8'-1 3/4"
7'-10"
7'-10"
5'-9 3/16"
6'-10 1/2"
7'-10"
8'-3 1/8"
5'-9 3/16"
3'-9 11/16" V.O.
5'-6 11/16" V.O.
1'-6"
6'-0" MINIMUM CONCRETE SLAB
(SEE NOTE 8.)
10 3/4"
7'-8"
10 1/2"
9'-5 1/4" MINIMUM CONCRETE SLAB
(SEE NOTE 8.)
9" X 1/2 THICK SHOE FLANGE
5"
5"
6"
ROOF PANELS,
1/8" THICK ALUMINUM (2)
CUSTOM GLASS,
44 X 73-1/4 (2)
(1 OF 2) WITH CUSTOM PRINTED LOGO HDDP
GLASS,
3/8 THK CLEAR TEMPERED SAFETY GLASS
WITH CUSTOM PRINTED LOGO HDDP
ON THE OUTSIDE
42-15/32 X 67-7/8 (1)
3 1/2" MINIMUM EMBEDMENT
(SEE NOTE 8.)
ANCHOR,
HILTI KWIK BOLT TZ
Ø1/2 X 4-1/2 STN. STL.
4 PER SHOE
INSTALLED PER ESR-1917
BENCH,
48" WITH BLACK PLASTIC
RECYCLED SLATS (3)
WITH ONE SEAT DELINEATOR
1'-11 1/4" V.O.
2'-11 1/4" V.O.
2'- 1/2"
3'- 1/2"
GLASS MOUNTED MAP CASE,
TOLAR # 10076-02
SWilliams Highlight
SWilliams Rectangle
SWilliams Rectangle
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
KINGSTON, PA
D
VARIES
AS NOTED 10/22/2020 RFarr
T:\Inventor\Shelters\Non-Ad Custom Dome\38808-00.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:
COLOR SCHEME:
ROOF/ POST/ ESCUTCHEONS / AD BODY : RAL 4004 CLARET VIOLET
MULLIONS/ AD DOOR/ MAP CASE/ BENCH: RAL 9006 WHITE ALUMINUM
File details come from the government source that posted it. Updated .