1-PoleBuildingReplacement PlanElevations 20260624.pdf

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Attached to
Maintenance Garage Pole Building Replacement - Contract 1 - Building and Site Work
Solicitation number
Not on record
Issued by
Northampton County, Pennsylvania

About this file

This is a Pole Building Replacement Plan and Elevations document prepared by Hanover Engineering Associates, Inc. for East Allen Township, Northampton County, Pennsylvania, dated June 24, 2026. The project involves the design and construction of a new Maintenance Garage Pole Building to replace the existing facility. Sealed proposals for the project will be received online via the PennBid Program until 1:00 p.m. on Monday, July 20, 2026, with public opening at the Township Engineer's Office in Bethlehem, Pennsylvania. A non-mandatory pre-bid conference is scheduled for July 7, 2026 at 11:00 a.m. at the existing Township Maintenance Garage located at 7347 Driftwood Road, Northampton, Pennsylvania, with final questions due by 4:00 p.m. on July 13, 2026 and a final addendum to be issued by 4:00 p.m. on July 15, 2026 if required. The work will be divided into three separate contracts: Contract 1 - Building and Site Work; Contract 2 - Electrical Components; and Contract 3 - Mechanical Components.

The proposed pole building structure measures 120 feet by 62 feet with an 18-foot ceiling height, featuring a post-frame construction with pre-engineered wood roof trusses, 28-gauge steel raised panel roofing and vertical siding, and a concrete base wall with a minimum 2-foot exposed height. The building includes five 14-foot by 14-foot insulated overhead doors, six 3-foot by 7-foot flush steel doors with panic bars and closures, Andersen 400 Series windows, 1-foot overhangs on all sides with continuous ridge ventilation, R-38 blown insulation in the ceiling and R-19 insulation in wall cavities, floor drains connected to an oil/water separator, wall pack lighting, and an electrical system with 400-amp service, two 200-amp load centers, a 15-kilowatt propane backup generator, and illuminated exit signs with emergency lighting. All bidders must submit a Bid Bond equal to 10% of the total Base Bid, bids remain effective for 60 calendar days from the opening date, and the project is subject to the Pennsylvania Prevailing Wage Act requirements. Complete bidding documents including Contract forms, Specifications, and Drawings are available through the PennBid portal at https://pennbid.bonfirehub.com.

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ANDERSEN 400 SERIES P4050 R.O. 4'- " X 5'- "12" X 5'- "38"

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FIRE RATED WALL, FLOOR TO ROOF

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3'-0" X 7'-0" FLUSH STEEL DOOR W/ PANIC BAR AND CLOSURES

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3'-0" X 7'-0" FLUSH STEEL DOOR W/ PANIC BAR AND CLOSURES

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14'-0" X 14'-0" INSULATED OVERHEAD DOOR

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3'-0" X 7'-0" FLUSH STEEL DOOR W/ PANIC BAR AND CLOSURES

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3'-0" X 7'-0" FLUSH STEEL DOOR W/ PANIC BAR AND CLOSURES

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3'-0" X 7'-0" FLUSH STEEL DOOR W/ PANIC BAR AND CLOSURES

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ANDERSEN 400 SERIES P4050 R.O. 4'- " X 5'- "12" X 5'- "38"

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ANDERSEN 400 SERIES P4050 R.O. 4'- " X 5'- "12" X 5'- "38"

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ANDERSEN 400 SERIES P4050 R.O. 4'- " X 5'- "12" X 5'- "38"

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14'-0" X 14'-0" INSULATED OVERHEAD DOOR

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14'-0" X 14'-0" INSULATED OVERHEAD DOOR

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14'-0" X 14'-0" INSULATED OVERHEAD DOOR

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14'-0" X 14'-0" INSULATED OVERHEAD DOOR

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14'-0" X 14'-0" INSULATED OVERHEAD DOOR

AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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EA24-28(A)

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MAINTENANCE GARAGE POLE BUILDING

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PROPOSED PLAN VIEW

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EAST ALLEN TOWNSHIP NORTHAMPTON COUNTY PENNSYLVANIA

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AS NOTED

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1. VENTED SOFIT ON ALL OVERHANGS. VENTED SOFIT ON ALL OVERHANGS. 2. R-38 BLOWN INSULATION IN CEILING. R-38 BLOWN INSULATION IN CEILING. 3. R-19 INSULATION IN WALL CAVITIES. R-19 INSULATION IN WALL CAVITIES. 4. ROOF FRAMING TO BE PRE-ENGINEERED WOOD ROOF TRUSSES @ 4' O.O. ROOF FRAMING TO BE PRE-ENGINEERED WOOD ROOF TRUSSES @ 4' O.O. 5. COLOR SELECTION OF ALL MATERIALS SHALL BE PER TOWNSHIP REQUEST.COLOR SELECTION OF ALL MATERIALS SHALL BE PER TOWNSHIP REQUEST.

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STRUCTURE SHALL BE A POST FRAME (POLE BARN) BUILDING

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6" FLOOR DRAIN (TYP.)

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SLOPE SLAB " PER 18" PER FOOT TOWARDS FLOOR DRAIN (TYP.)

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TO OIL/WATER SEPARATOR (SEE SITE PLAN)

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4" DRAIN PIPE FROM ALLFLOOR DRAINS TO OIL/WATER SEPARATOR

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CONTINUOUS RIDGE VENT

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OVERHANG

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SNOW GUARDS STAGGERED, TYPICAL ON BOTH SIDES OF ROOF

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28 GAUGE RAISED PANEL ROOF

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28 GAUGE VERTICAL SIDING

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CONCRETE BASE WALL EXPOSED INTERIOR/EXTERIOR (TYP.) (2 FT. MINIMUM)

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OVERHANG

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28 GAUGE VERTICAL SIDING

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18'-0" CEILING HEIGHT

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PROPOSED EAST ELEVATION SCALE 3/16"=1'-0"

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PROPOSED SOUTH ELEVATION SCALE 3/16"=1'-0"

AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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AS NOTED

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WALL PACK LIGHTS (TYP.)

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28 GAUGE STEEL TRIM AROUND ALL DOORS AND WINDOWS (TYP.)

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CONTINUOUS RIDGE VENT

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SNOW GUARDS STAGGERED, TYPICAL ON BOTH SIDES OF ROOF

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28 GAUGE RAISED PANEL ROOF

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CONCRETE BASE WALL EXPOSED INTERIOR/EXTERIOR (TYP.) (2 FT. MINIMUM)

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28 GAUGE VERTICAL SIDING

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PROPOSED WEST ELEVATION SCALE 3/16"=1'-0"

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PROPOSED NORTH ELEVATION SCALE 3/16"=1'-0"

AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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PROPOSED BUILDING ELEVATIONS

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EAST ALLEN TOWNSHIP NORTHAMPTON COUNTY PENNSYLVANIA

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AS NOTED

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EA24-28(A)

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AutoCAD SHX Text ELECTRICAL NOTES: : 1. ALL LOCATIONS TO HAVE GROUND-FAULT ALL LOCATIONS TO HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL: ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES. 2. ALL RECEPTACLES TO BE TAMPER RESISTANT ALL RECEPTACLES TO BE TAMPER RESISTANT 3. SEE SHEET 2 (SITE PLAN) OF POLE BARN SEE SHEET 2 (SITE PLAN) OF POLE BARN CONSTRUCTION PLANS FOR ELECTRICAL CONNECTIONS TO SLIDE GATE OPERATOR.

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4" CONDUIT

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(2) 200 AMP LOAD CENTERS

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400 AMP ELECTRICAL SERVICE METER

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EXIT

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ILLUMINATED EXIT SIGNS

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W/ EMERGENCY LIGHTING

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PROPANE HEATING UNIT

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14/2 DIRECT BURIAL WIRE TO HOLDING TANK

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ILLUMINATED EXIT SIGNS W/ EMERGENCY LIGHTING (TYP.)

A/C DISCONNECT FOR FUTURE HEATING UNIT

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