Appendix B - slim shelter design (narrow RW).pdf

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Attached to
RFP #26-07-001 LCTA Engineering For Bus Stop Improvements
Solicitation number
Not on record
Issued by
Luzerne County, Pennsylvania

About this file

Written by GovTribe AI ·

This is a technical design specification document prepared by Tolar Manufacturing Company, Inc. for an 8-foot custom dome shelter to be installed at bus stops for the Luzerne County Transportation Authority (LCTA) in Kingston, Pennsylvania. The shelter design includes detailed engineering drawings at various scales (front view, side view, top view, floor plan, and sectional views) with comprehensive specifications for materials, dimensions, and assembly. The shelter features an aluminum roof assembly with two 30-watt solar panels, tempered safety glass panels with custom LCTA logo printing, a 48-inch aluminum bench with recycled plastic slats, and a map case. The structure measures approximately 8 feet-3 inches by 7 feet-10 inches with a 5-foot-9-inch interior depth and requires a minimum concrete slab foundation. The parts list contains 33 items including roof panels, glass assemblies, post weldments, hardware, and finishing components with specific part numbers and quantities.

The design specifications require all structural steel to meet ASTM A-36 standards with a minimum yield strength of 36,000 PSI, and all aluminum members to be alloy 6063-T5 or greater. Steel welding must conform to American Welding Society Standard D1.1-10 with AWS 5.1 Class E70S-5 electrodes, while aluminum welding must follow AWS Standard D1.2-08 with AWS/SFA 5.10 Class ER4043 electrodes. All welding work must be performed at Tolar Manufacturing's facility in Corona, California. The shelter features a color scheme of RAL 4004 claret violet for the roof, posts, and escutcheons, with RAL 9006 white aluminum for mullions, map case, and bench. The design includes four Hilti Kwik Bolt TZ anchors per shoe, each 1/2 inch by 4-1/2 inches stainless steel, installed with a 3.5-inch minimum concrete embedment. The document includes standard notes requiring all contractors to site-verify dimensions and report discrepancies to Tolar Manufacturing before commencing work, with concrete pad specifications noted as standard minimums that may require reinforcement based on local codes and loading conditions.

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Other files

File Type Posted
Appendix B - bench design.pdf PDF
2-FTA Required Clauses Appendix A Updated 04-01-26 CURRENT - PennBid.pdf PDF
Appendix B - pad plan to accept shelter.pdf PDF
4-RFP 26-07-001 LUZERNE COUNTY TRANSPORTATION AUTHORITY (LCTA) ENGINEERING FOR BUS STOP IMPROVEMENTS (pennbid).pdf PDF
Bus Stops in ROW Engineering LCTA notes.xlsx XLSX spreadsheet
38808-00 rev B Foundation.pdf PDF
Appendix B - full size shelter.pdf PDF
Appendix B - Simme_Existing_Installation_4-16-2025.pdf PDF
LCTA Bus Stop Database of Conditions.xlsx XLSX spreadsheet
FTA-Categorical-Exclusion Worksheet-May-2026.pdf PDF

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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

GLASS RAIL ASSEMBLY W/

COVERS, REAR WALL,

91-7/8" C/C

19101-00A18

SHOE WELDMENT10406-00410

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

SOLAR BRACKET ANGLE

FOR 2 X 30 WATT PANELS

40242-00217

3390010118

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

85730751028

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

END GLASS MULLION ASSY

W/ COVER PLATES

10426-00A474

POST WELDMENT, FRONT,

1/2 WALL OPTION

10416-00275

GLAZING CHANNEL

E-11096

0902015 X 17476

CUSTOM GLASS, "LCTA"

LOGO, 3/8 THK 42-15/32 X

67-7/8 CTG

43328-00277

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

38808-01

AS NOTED 10/22/2020 RFarr

T:\Inventor\Shelters\Non-Ad Custom Dome\38808-01.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"

7'-10"

8'-3 1/8"

5'-9 3/16"

6'-0" MINIMUM CONCRETE SLAB

(SEE NOTE 8.)

10 1/2"

9'-5" MINIMUM CONCRETE SLAB

(SEE NOTE 8.)

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

19 X 67-7/8 (2)

COLOR SCHEME:

ROOF/ POST/ ESCUTCHEONS: RAL 4004 CLARET VIOLET

MULLIONS/ MAP CASE/ BENCH: RAL 9006 WHITE ALUMINUM

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

ANCHOR,

HILTI KWIK BOLT TZ

Ø1/2 X 4-1/2 STN. STL.

4 PER SHOE

INSTALLED PER ESR-1917

5"

5"

9" X 1/2 THICK SHOE FLANGE

7'-8"

10 1/2"

1'-6"

3 1/2" MINIMUM EMBEDMENT

(SEE NOTE 8.)

File details come from the government source that posted it. Updated .