5-CommCulturalCntr-PLANS.pdf
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- Solicitation number
- Not on record
- Issued by
- Northampton County, Pennsylvania
About this file
This file comprises architectural plans and construction drawings prepared by Carroll Engineering Corporation for the Freemansburg Municipal Community & Cultural Center Building project in Freemansburg Borough, Northampton County, Pennsylvania. The project involves design-build construction of a single-story, single-span rigid-frame pre-engineered metal building measuring 125 feet by 90 feet with a steel-framed mezzanine not exceeding 3,300 square feet. The building will feature variable eave heights (20 feet on the north edge and 26 feet 8 inches on the south edge), standing seam metal roof panels, wall insulation rated R-30, and roof insulation rated R-35. The structure includes multiple windows and doors of varying dimensions across all four walls, including four 12-foot by 5-foot windows on the west wall with 14-foot sill heights, an 18-foot by 9-foot storefront door on the west wall, rolling counter doors, and various windows on the north wall measuring 5 feet wide by 15 feet high. A non-mandatory pre-bid meeting is scheduled for 10:00 AM on Tuesday, March 10, 2026, at Freemansburg Borough Building, with bids due by 11:00 AM on Tuesday, March 24, 2026, submitted electronically through PennBid.
The contractor is responsible for all geotechnical explorations, survey work, and site preparation earthwork necessary for building construction, while the Borough will provide site preparation and rough grading. The contract includes bid alternates for concrete floor slab, retaining walls (63-foot and 165-foot options), and windows and doors. All work must conform to the 2021 International Building Code and ACI 301 concrete construction standards, with all drawings and calculations sealed by a Pennsylvania-registered professional engineer. The contract excludes HVAC, electrical, and plumbing work. Each bid must include either a certified check or bid bond equal to 5 percent of the total bid price. This project is classified as Public Works subject to Pennsylvania Prevailing Wage Act requirements, with bidders required to pay prevailing minimum wage rates as promulgated by the Pennsylvania Secretary of Labor. Bids may not be withdrawn within 60 days of the opening date.
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Other files
| File | Type | Posted |
|---|---|---|
| 3-CommCulturalCntr-NCA.pdf | ||
| 2-CommCulturalCntr-EVAF.pdf | ||
| 6-CommCulturalCntr-PROJ MAN.pdf | ||
| 4-CommCulturalCntr-BB.pdf | ||
| 1-CommCulturalCntr-CQS.pdf | ||
| 7-CommCulturalCntr-CLAR.NO.1.pdf |
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Carroll Engineering Corporation
105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844
Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com
630 Freedom Business Ctr., 3rd Fl.
King of Prussia, PA 19406 Phone: 610-572-7093
433 Lancaster Avenue, Suite 200 Malvern, PA 19355
Phone: 610-489-5100
C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6
PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0
FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5
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WASHINGTON STREET
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COMMUNITY BUILDING 125' X 90' FIRST FLOOR EL. 261.50 MEZZANINE EL. 272.00
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MEZZANINE
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BENCHMARK GAS VALVE 247.91
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TRAIL TURNAROUND WITH ADA SEATING AREA
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TOP WALL EL. 272.00 BOT WALL EL. 267.50
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TOP WALL EL. 272.00 BOT WALL EL. 261.50
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TOP WALL EL. 272.00 BOT WALL EL. 261.50
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165'±RETAINING WALL (ALTERNATE BID)
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EXISTING WALL
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APPROXIMATE LOCATION OF GAS LINE
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EXISTING AMPHITHEATER AND SEATING
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TOP WALL EL. 269.75 BOT WALL EL. 267.25
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63'±RETAINING WALL (ALTERNATE BID)
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TOP WALL EL. 272.00 BOT WALL EL. 272.00
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COPYRIGHT - CARROLL ENGINEERING CORPORATION - ALL RIGHTS RESERVED
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INITIALS
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600 MONROE STREET
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FREEMANSBURG, PA 18017
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FREEMANSBURG BOROUGH
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FREEMANSBURG BOROUGH
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FREEMANSBURG MUNICIPAL
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COMMUNITY & CULTURAL CENTER BUILDING
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SITE PLAN
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SITE PLAN
AutoCAD SHX Text NOTE: 1. CONCRETE FLOOR SLAB IS BID ALTERNATE 1. CONCRETE FLOOR SLAB IS BID ALTERNATE 1. 2. RETAINING WALLS ARE BID ALTERNATE 2. RETAINING WALLS ARE BID ALTERNATE 2. 3. WINDOWS AND DOORS ARE BID ALTERNATE 3. WINDOWS AND DOORS ARE BID ALTERNATE 3. 4. SITE PREPARATION AND ROUGH GRADING TO BE PROVIDED BY THE SITE PREPARATION AND ROUGH GRADING TO BE PROVIDED BY THE BOROUGH. 5. MEZZANINE CONSTRUCTION CONSISTS OF FRAMING ONLY (NO FLOOR). MEZZANINE CONSTRUCTION CONSISTS OF FRAMING ONLY (NO FLOOR). 6. PROVISIONS FOR FUTURE OVERHANG AS SHOWN TO BE INCLUDED IN PROVISIONS FOR FUTURE OVERHANG AS SHOWN TO BE INCLUDED IN THE BID. 7. 2' OVERHANG SHALL BE PROVIDED ON ALL FOUR SIDES.2' OVERHANG SHALL BE PROVIDED ON ALL FOUR SIDES.
AutoCAD SHX Text NOTES 1. THE COMMUNITY BUILDING SHALL BE A SINGLE-STORY, SINGLE-SPAN RIGID-FRAME THE COMMUNITY BUILDING SHALL BE A SINGLE-STORY, SINGLE-SPAN RIGID-FRAME PRE-ENGINEERED METAL BUILDING. THE PLAN DIMENSIONS ARE 125' X 90' FROM OUT-TO-OUT OF STEEL. THE BUILDING SHALL INCLUDE A STEEL-FRAMED MEZZANINE ALONG THE SOUTH EDGE OF THE BUILDING. THE AREA OF THE MEZZANINE SHALL NOT EXCEED 3,300 SQUARE FEET. THE TOP OF SLAB ELEVATION SHALL BE AS NOTED ON THE SITE PLAN. THE EAVE HEIGHT SHALL BE 20'-0” ALONG THE NORTH EDGE OF THE ALONG THE NORTH EDGE OF THE BUILDING. THE EAVE HEIGHT ALONG THE SOUTH EDGE OF THE BUILDING SHALL BE 26'-8”. THE SECONDARY FRAMING FOR THE ROOF SHALL CONSIST OF COLD-FORM . THE SECONDARY FRAMING FOR THE ROOF SHALL CONSIST OF COLD-FORM BYPASS PURLINS. THE SECONDARY FRAMING FOR THE WALLS SHALL CONSIST OF COLD-FORM BYPASS GIRTS. THE WALL INSULATION SHALL BE R-30 AND THE ROOF INSULATION SHALL BE R-35. THE ROOF PANELS SHALL BE STANDING SEAM METAL. THE WALL FINISHES SHALL BE AS DESCRIBED ON THE ELEVATION DRAWINGS. 2. THE WALL OPENINGS SHALL BE AS FOLLOWS: THE WALL OPENINGS SHALL BE AS FOLLOWS: a. WEST WALL - (4) 12'-0” WIDE X 5'-0” HIGH WINDOWS WITH 14'-0” SILL HEIGHT WEST WALL - (4) 12'-0” WIDE X 5'-0” HIGH WINDOWS WITH 14'-0” SILL HEIGHT (4) 12'-0” WIDE X 5'-0” HIGH WINDOWS WITH 14'-0” SILL HEIGHT WIDE X 5'-0” HIGH WINDOWS WITH 14'-0” SILL HEIGHT HIGH WINDOWS WITH 14'-0” SILL HEIGHT SILL HEIGHT (1) 12'-0” WIDE X 10'-0” HIGH COILING DOOR 12'-0” WIDE X 10'-0” HIGH COILING DOOR WIDE X 10'-0” HIGH COILING DOOR HIGH COILING DOOR (1) 3'-0” X 7'-0” HIGH PERSONNEL DOOR 3'-0” X 7'-0” HIGH PERSONNEL DOOR X 7'-0” HIGH PERSONNEL DOOR HIGH PERSONNEL DOOR (1) 18'-0” WIDE X 9'-0” HIGH STOREFRONT DOOR 18'-0” WIDE X 9'-0” HIGH STOREFRONT DOOR WIDE X 9'-0” HIGH STOREFRONT DOOR HIGH STOREFRONT DOOR (2) 12'-0” WIDE X 5'-0” HIGH WINDOWS WITH 4'-0” SILL HEIGHT WIDE X 5'-0” HIGH WINDOWS WITH 4'-0” SILL HEIGHT HIGH WINDOWS WITH 4'-0” SILL HEIGHT SILL HEIGHT b. EAST WALL - (2) 12'-0” WIDE X 5'-0” HIGH WINDOWS WITH 4'-0” SILL HEIGHT EAST WALL - (2) 12'-0” WIDE X 5'-0” HIGH WINDOWS WITH 4'-0” SILL HEIGHT (2) 12'-0” WIDE X 5'-0” HIGH WINDOWS WITH 4'-0” SILL HEIGHT WIDE X 5'-0” HIGH WINDOWS WITH 4'-0” SILL HEIGHT HIGH WINDOWS WITH 4'-0” SILL HEIGHT SILL HEIGHT (1) 18'-0” WIDE X 9'-0” HIGH STOREFRONT DOORS 18'-0” WIDE X 9'-0” HIGH STOREFRONT DOORS WIDE X 9'-0” HIGH STOREFRONT DOORS HIGH STOREFRONT DOORS (4) 12'-0” WIDE X 5'-0” HIGH WINDOWS WITH 14'-0” SILL HEIGHT 12'-0” WIDE X 5'-0” HIGH WINDOWS WITH 14'-0” SILL HEIGHT WIDE X 5'-0” HIGH WINDOWS WITH 14'-0” SILL HEIGHT HIGH WINDOWS WITH 14'-0” SILL HEIGHT SILL HEIGHT (1) 12'-0" WIDE X 5'-0" HIGH ROLLING COUNTER DOOR WITH 3'-4" SILL HEIGHT c. NORTH WALL - (4) 5'-0” WIDE X 15'-0” HIGH WINDOWS WITH 14'-4” SILL HEIGHT NORTH WALL - (4) 5'-0” WIDE X 15'-0” HIGH WINDOWS WITH 14'-4” SILL HEIGHT (4) 5'-0” WIDE X 15'-0” HIGH WINDOWS WITH 14'-4” SILL HEIGHT WIDE X 15'-0” HIGH WINDOWS WITH 14'-4” SILL HEIGHT HIGH WINDOWS WITH 14'-4” SILL HEIGHT SILL HEIGHT d. SOUTH WALL - (4) 12'-0” WIDE X 5'-0” HIGH WINDOWS WITH 14'-0” SILL HEIGHT SOUTH WALL - (4) 12'-0” WIDE X 5'-0” HIGH WINDOWS WITH 14'-0” SILL HEIGHT (4) 12'-0” WIDE X 5'-0” HIGH WINDOWS WITH 14'-0” SILL HEIGHT WIDE X 5'-0” HIGH WINDOWS WITH 14'-0” SILL HEIGHT HIGH WINDOWS WITH 14'-0” SILL HEIGHT SILL HEIGHT (1) 18'-0” WIDE X 9'-0” HIGH STOREFRONT DOORS 18'-0” WIDE X 9'-0” HIGH STOREFRONT DOORS WIDE X 9'-0” HIGH STOREFRONT DOORS HIGH STOREFRONT DOORS ALL SILL HEIGHTS ARE RELATIVE TO THE MAIN FLOOR ELEVATION. 3. THE FOUNDATIONS SHALL CONSIST OF A CONCRETE FLOOR SLAB, A CONCRETE RETAINING THE FOUNDATIONS SHALL CONSIST OF A CONCRETE FLOOR SLAB, A CONCRETE RETAINING WALL AT THE SOUTH END OF THE BUILDING AND ALL OTHER FOOTINGS REQUIRED FOR THE SUPPORT OF THE BUILDING STRUCTURE. THE TOP OF SLAB ELEVATION SHALL BE AS NOTED ON SITE PLAN. THE DESIGN OF ALL FOUNDATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. SITEWORK SHALL INCLUDE ALL EARTHWORK NECESSARY FOR THE CONSTRUCTION OF THE SITEWORK SHALL INCLUDE ALL EARTHWORK NECESSARY FOR THE CONSTRUCTION OF THE BUILDING. OTHER SITEWORK, INCLUDING THE FILL BETWEEN THE BUILDING AND THE RETAINING WALL TO THE SOUTH AND THE RETAINING WALLS AT THE SOUTHEAST AND SOUTHWEST CORNERS OF THE BUILDING SHALL BE DONE BY THE OWNER. 5. ANY GEOTECHNICAL EXPLORATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY GEOTECHNICAL EXPLORATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. ANY SURVEY WORK INCIDENTAL TO THE BUILDING DESIGN AND CONSTRUCTION SHALL BE ANY SURVEY WORK INCIDENTAL TO THE BUILDING DESIGN AND CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. THE DOWNSPOUTS FOR THE BUILDING SHALL SPILL TO GRADE. THE DOWNSPOUTS FOR THE BUILDING SHALL SPILL TO GRADE. 8. THIS CONTRACT DOES NOT INCLUDE ANY DESIGN OR CONSTRUCTION OF HVAC, THIS CONTRACT DOES NOT INCLUDE ANY DESIGN OR CONSTRUCTION OF HVAC, ELECTRICAL OR PLUMBING WORK. 9. THE DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2021 INTERNATIONAL BUILDING THE DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2021 INTERNATIONAL BUILDING CODE. ALL DRAWINGS AND CALCULATIONS SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF PENNSYLVANIA. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301.
Hillsborough, NJ 08844
Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com
630 Freedom Business Ctr., 3rd Fl.
King of Prussia, PA 19406 Phone: 610-572-7093
433 Lancaster Avenue, Suite 200 Malvern, PA 19355
Phone: 610-489-5100
C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6
PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0
FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5
This drawing is not for construction. This drawing is intended to depict general building information and is solely for sales presentation purposes. For clarity of presentation, items depicted may be different from actual design and final drawings. In the event of conflict between this drawing and the purchase order, the purchase order shall prevail.
This drawing is not for construction. This drawing is intended to depict general building information and is solely for sales presentation purposes. For clarity of presentation, items depicted may be different from actual design and final drawings. In the event of conflict between this drawing and the purchase order, the purchase order shall prevail.
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COPYRIGHT - CARROLL ENGINEERING CORPORATION - ALL RIGHTS RESERVED
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600 MONROE STREET
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FREEMANSBURG, PA 18017
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FREEMANSBURG BOROUGH
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FREEMANSBURG BOROUGH
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FREEMANSBURG MUNICIPAL
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COMMUNITY & CULTURAL CENTER BUILDING
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CONCEPTUAL BUILDING I
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ROLLING COUNTER DOOR
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ROLLING DOOR
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FULL HEIGHT BRICK VENEER OVERTOP METAL BACKER PANELS
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FULL HEIGHT BRICK VENEER OVERTOP METAL BACKER PANELS
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RIGHT ARCHITECTURAL - (A) COMMUNITY CENTER
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LEFT ARCHITECTURAL - (A) COMMUNITY CENTER
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20'X4' PROJECTION MAPES STYLE CANOPIES
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RETAINING WALL 10' RETURN
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ACCOMMODATIONS ON STRUCTURE FOR FUTURE BALCONY
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Hillsborough, NJ 08844
Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com
630 Freedom Business Ctr., 3rd Fl.
King of Prussia, PA 19406 Phone: 610-572-7093
433 Lancaster Avenue, Suite 200 Malvern, PA 19355
Phone: 610-489-5100
C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6
PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0
FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5
This drawing is not for construction. This drawing is intended to depict general building information and is solely for sales presentation purposes. For clarity of presentation, items depicted may be different from actual design and final drawings. In the event of conflict between this drawing and the purchase order, the purchase order shall prevail.
This drawing is not for construction. This drawing is intended to depict general building information and is solely for sales presentation purposes. For clarity of presentation, items depicted may be different from actual design and final drawings. In the event of conflict between this drawing and the purchase order, the purchase order shall prevail.
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COPYRIGHT - CARROLL ENGINEERING CORPORATION - ALL RIGHTS RESERVED
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600 MONROE STREET
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FREEMANSBURG, PA 18017
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FREEMANSBURG MUNICIPAL
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COMMUNITY & CULTURAL CENTER BUILDING
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CONCEPTUAL BUILDING II
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FRONT ARCHITECTURAL - (A) COMMUNITY CENTER
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BRICK VENEER OVERTOP METAL BACKER PANELS (FULL HEIGHT)
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| Sheets and Views |
| Community Building Plan-SITE PLAN |
| Community Building Plan-CONCEPT I |
| Community Building Plan-CONCEPT II |
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