PHCC 260-B3260-101 M23PH143 Project Drawings 2025-01-10.pdf
PDF 2 MB Posted
- Solicitation number
- 87091
- Issued by
- Middlesex County, Virginia
About this file
This is a set of architectural drawings for the Frith Hall Roof Replacement Project at Patrick & Henry Community College, part of Virginia's Community College System, located at 645 Patriot Ave in Martinsville, VA. The project documents, dated January 10, 2025, include detailed roof plans, schedules, and construction details for replacing the roof of Frith Hall, which has a gross square footage of 19,500 SF. The drawings include a title sheet (T-1), roof plans and notes (A-1), EPDM details (A-2), and metal roof details (A-3).
The technical specifications indicate this is a non-combustible unprotected building type with specific design criteria following Virginia building codes and energy conservation requirements. The project includes installation of secondary drainage systems, penetration sealants, and various roof termination details. An asbestos inspection was performed with no suspect ACM found. The drawings show three roof sections (A, B, and C) with detailed plans for drainage, vents, hatches, and mechanical equipment interfaces. Construction must comply with high-performance building requirements as 50% of the work involves a state-owned building.
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PATRIOT AVE
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(540) 381-7999
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ARCHITECTURE
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ENVIRONMENTAL
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ENGINEERING
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ENGINEERING
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(540) 381-7999
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AutoCAD SHX Text Lic. No.
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DATE: JANUARY 10, 2025JANUARY 10, 2025
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PROJECT CODE: 260-B3260-101
AutoCAD SHX Text BUILDING INFORMATION USE GROUP: BUSINESS B ASSEMBLY A-3 CONSTRUCTION TYPE (TABLE 601) TYPE II-B NON-COMBUSTIBLE UNPROTECTED BUILDING HEIGHT = 23-FT GROSS SQUARE FOOTAGE = 15,000 SF DESIGN CRITERIA 2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (2021 VUSBC) 2021 VIRGINIA EXISTING BUILDING CODE (2021 VEBC) CHAPTER 6 LEVEL 1 ALTERATION (REPLACEMENT OF ROOF COVERING) MINIMUM ROOF COVERING CLASSIFICATION (VBC TABLE 1505.1) CLASS C REQUIRED CLASS A PROVIDED 2021 VIRGINIA ENERGY CONSERVATION CODE (VECC) CLIMATE ZONE 4A (FIGURE 301.1) BUILDING ENVELOPE REQUIREMENTS - TABLE C402.1.3 (R= 30 ABOVE DECK AVERAGE) R=11 MIN WITH R=35 AVERAGE (INCLUDING CRICKETS) 1/4 IN/FT SLOPE ROOF & 1/2IN/SF CRICKETS WIND SPEED (2021 VUSBC SECTION 1609) BASIC WIND SPEED 115 MPH WIND LOAD IMPORTANCE FACTOR RISK CATEGORY II EXPOSURE CATEGORY B SNOW LOAD GROUND SNOW LOAD: 25 PSF SNOW LOAD IMPORTANCE FACTOR 1.0 WIND LOAD IMPORTANCE FACTOR RISK CATEGORY II EXPOSURE CATEGORY B IN ACCORDANCE WITH THE HIGH-PERFORMANCE BUILDINGS ACT, THE BUILDING IS EXEMPT FROM COMPLIANCE BECAUSE THE COST OF THE RENOVATIONS DOES NOT EXCEED 50% OF THE VALUE OF THE BUILDING. IN ACCORDANCE WITH THE VIRGINIA ENERGY CONSERVATION CODE (VECC), THE BUILDING SHALL COMPLY WITH VECC SECTIONS C402 THROUGH C405 AND C408. CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL, 2024 (CPSM), REV (1) ISSUED 10/10/2024 POINT OF CONTACT: CLINT A. BAILEY SENIOR CAPITAL OUTLAY PROGRAM MANAGER 300 ARBORETUM PLACE SUITE 200 RICHMOND, VA 23236 C: (434) 738-8299 E-MAIL: CBAILEY@VCCS.EDU
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PERMIT SET
AutoCAD SHX Text T-1 TITLE SHEET TITLE SHEET A-1 ROOF PLANS, SCHEDULE, & NOTES ROOF PLANS, SCHEDULE, & NOTES A-2 DETAILS - EPDM DETAILS - EPDM A-3 DETAILS - METAL ROOFDETAILS - METAL ROOF
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DRAWING INDEX
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PROJECT LOCATION 645 PATRIOT AVE, MARTINSVILLE, VA 24112
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VICINITY MAP MARTINSVILLE, VIRGINIA
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LOCATION MAP MARTINSVILLE, VIRGINIA
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FRITH HALL ROOF REPLACEMENT PROJECT
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COMMONWEALTH OF VIRGINIA VIRGINIA COMMUNITY COLLEGE SYSTEM
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PATRICK & HENRY COMMUNITY COLLEGE
AutoCAD SHX Text ASBESTOS NOTE: AN ASBESTOS INSPECTION WAS PERFORMED, AND NO SUSPECT ACM WAS FOUND. THE ASBESTOS INSPECTION REPORT IS INCLUDED AS AN APPENDIX TO THE PROJECT SPECIFICATIONS.
AutoCAD SHX Text LEAD NOTE: AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS HAS BEEN CONDUCTED AND CAN BE FOUND IN THE PROJECT SPECIFICATIONS. THIS REPORT IS PROVIDED FOR THE CONTRACTOR'S USE AND MAY NOT BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEE EXPOSURES TO LEAD. ALL LEAD AND LEAD-COATED BUILDING COMPONENTS SHALL BE RECYCLED TO THE EXTENT POSSIBLE
13'-8"
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ROOF PLAN
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FLAT DECK
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FLAT DECK
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ROOF "B"
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3,125 SQ. FT.
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TEAR-OFF
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FULLY ADHERED .090" EPDM
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1/2" HD ISO COVER BOARD
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1/4" PER FT. TAPERED ISO BOARD
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2" & 2 1/2" FLAT ISO BOARD
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ADDITIVE BID
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ROOF "C"
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678 SQ. FT.
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TEAR-OFF
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2" STANDING SEAM METAL ROOF
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14"/FT.
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SD
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ROOF "A"
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12,402 SQ. FT.
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TEAR-OFF
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FULLY ADHERED .090" EPDM
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1/2" HD ISO COVER BOARD
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1/4" PER FT. TAPERED ISO BOARD
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2" & 2 1/2" FLAT ISO BOARD
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12"/FT.
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VENT PIPE
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CURB MOUNTED VENT
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RD
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EXISTING ROOF DRAIN WITH 4'-0" X 4'-0" SUMP
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ROOF LEGEND
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SD
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EXISTING SECONDARY DRAINAGE SCUPPER
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NEW ROOF HATCH WITH FALL PROTECTION
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FLOW DIRECTION INDICATOR
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HVAC
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HVAC UNIT
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FULLY ADHERED WALK PADS
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WARNING TAPE
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ROUND GOOSENECK VENT
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EXISTING LADDER TO BE PAINTED
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EXISTING ROOF SCHEDULE
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ROOF AREA
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APPROX. SQ. FT.
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EXISTING ROOF COMPOSITION
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TOTAL SQ. FT.
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TPO OVER 1/2" GYP OVER EPS OVER 1/2" GYP OVER METAL DECK
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STANDING SEAM ROOF OVER BUILDING INSULATION OVER PURLINS
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TPO OVER 1/2" GYP OVER EPS OVER 1/2" GYP OVER METAL DECK
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1. CONTRACTOR SHALL FIELD VERIFY CONDITIONS, PENETRATIONS, SCUPPER AND DRAIN CONTRACTOR SHALL FIELD VERIFY CONDITIONS, PENETRATIONS, SCUPPER AND DRAIN LOCATIONS. 2. DETAILS BASED ON AN EPDM SYSTEM. DETAILS BASED ON AN EPDM SYSTEM. 3. CONTRACTOR SHALL NOT SPOT LOAD ANY AREA OF ROOF IN EXCESS OF 20 LBS. PER CONTRACTOR SHALL NOT SPOT LOAD ANY AREA OF ROOF IN EXCESS OF 20 LBS. PER SQ. FT. OR WITHIN 6'-0" OF ROOF EDGE. 4. CONTRACTOR'S PERSONNEL SHALL BE SUPERVISED AT ALL TIMES. THE WORK- FORCE CONTRACTOR'S PERSONNEL SHALL BE SUPERVISED AT ALL TIMES. THE WORK- FORCE SHALL CONDUCT THEMSELVES PROPERLY AT ALL TIMES. 5. DEBRIS SHALL BE REMOVED DAILY FROM GROUNDS. DEBRIS SHALL BE REMOVED DAILY FROM GROUNDS. 6. IF A CONFLICT BETWEEN THE DESIGN DOCUMENTS, DETAILS, RECOMMENDATIONS, OR A IF A CONFLICT BETWEEN THE DESIGN DOCUMENTS, DETAILS, RECOMMENDATIONS, OR A PARTICULAR MANUFACTURER SHALL ARISE, THE MORE STRINGENT WILL PREVAIL. 7. DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO BIDDING AND PROCEEDING WITH ACTUAL CONSTRUCTION. 8. MINIMUM VERTICAL TERMINATION SHALL BE 8" ABOVE FINISHED ROOF UNLESS OTHERWISE MINIMUM VERTICAL TERMINATION SHALL BE 8" ABOVE FINISHED ROOF UNLESS OTHERWISE SPECIFIED BY THE MEMBRANE MANUFACTURER. 9. SUBMIT SHOP DRAWINGS FOR TAPERED INSULATION & PROPOSED LAYOUT, REFER TO SUBMIT SHOP DRAWINGS FOR TAPERED INSULATION & PROPOSED LAYOUT, REFER TO SECTION 01300 AND 07200 OF THE SPECIFICATIONS. 10. MATERIALS ARE NOT TO BE STORED ON ANY ROOF NOT IDENTIFIED AS IN CONTRACT MATERIALS ARE NOT TO BE STORED ON ANY ROOF NOT IDENTIFIED AS IN CONTRACT (NIC). FOOT TRAFFIC IS ALSO PROHIBITED ON THESE ROOFS. 11. NO STRUCTURAL MEMBER IS TO BE CUT UNLESS WRITTEN APPROVAL FROM ARCH/ENG NO STRUCTURAL MEMBER IS TO BE CUT UNLESS WRITTEN APPROVAL FROM ARCH/ENG HAS BEEN OBTAINED. 12. ALL NEW CONSTRUCTION IS TO COMPLY WITH THE LATEST EDITION OF THE VIRGINIA ALL NEW CONSTRUCTION IS TO COMPLY WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE VUSBC, 2021 EDITION. 13. THE REQUIREMENTS OF THE VEBC AND THE INTERNATIONAL FIRE CODE (IFC) "SHALL BE THE REQUIREMENTS OF THE VEBC AND THE INTERNATIONAL FIRE CODE (IFC) "SHALL BE STRICTLY OBSERVED TO SAFEGUARD AGAINST ALL FIRE HAZARDS ATTENDANT UPON CONSTRUCTION OPERATIONS." VEBC SECTION 1204.2 &VCC SECTION 3309.2 14. PROVISIONS OF THE 2021 INTERNATIONAL FIRE CODE (CHAPTER 33) TO BE STRICTLY PROVISIONS OF THE 2021 INTERNATIONAL FIRE CODE (CHAPTER 33) TO BE STRICTLY OBSERVED. VCC SECTION 3302.3; VEBC SECTIONS 1201.5 & 1210.7 15. COMPLIANCE WITH NFPA 241-2013 FOR CONDITIONS NOT COVERED BY THE IFC. IFC COMPLIANCE WITH NFPA 241-2013 FOR CONDITIONS NOT COVERED BY THE IFC. IFC SECTION 3301.1 IS REQUIRED. 16. INDICATE THAT THE REQUIREMENTS OF THE VEBC AND THE INTERNATIONAL FIRE CODE INDICATE THAT THE REQUIREMENTS OF THE VEBC AND THE INTERNATIONAL FIRE CODE (IFC) "SHALL BE STRICTLY OBSERVED TO SAFEGUARD AGAINST ALL FIRE HAZARDS ATTENDANT UPON CONSTRUCTION OPERATIONS." VEBC SECTION 1204.2 &VCC SECTION 3309.2
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GENERAL NOTES:
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DATE:
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REVISIONS
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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COMMISSION NUMBER:
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SHEET OF
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P.O. BOX 6158
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(540) 381-7999
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ARCHITECTURE
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ENVIRONMENTAL
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ENGINEERING
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ARCHITECTURE
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ENGINEERING
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ENVIRONMENTAL
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P.O. BOX 6158
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(540) 381-7999
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DAVID
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LIEBAL
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AutoCAD SHX Text Lic. No.
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ROOF PLAN, SCHEDULE & NOTES
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VIRGINIA COMMUNITY COLLEGE SYSTEM
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PATRICK & HENRY COMMUNITY COLLEGE
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FRITH HALL ROOF REPLACEMENT PROJECT
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MARTINSVILLE
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VIRGINIA
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NRL
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JANUARY 10, 2025
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PROJECT CODE #:
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DEB PROJECT CODE #:
AutoCAD SHX Text 260-B3260-101
AutoCAD SHX Text 1/10/2025
PERMIT SET
ROOF HATCH
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TERMINATION DETAIL
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NOT TO SCALE
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VENT PIPE TERMINATION DETAIL
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MECHANICAL UNIT
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14" PER FT SLOPE MIN
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PARAPET WALL
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WALL TERMINATION DETAIL
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PITCH POCKET
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1" MIN.
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AutoCAD SHX Text
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DATE:
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REVISIONS
AutoCAD SHX Text
DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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COMMISSION NUMBER:
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DATE:
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SHEET OF
AutoCAD SHX Text Christiansburg, Virginia 24068
AutoCAD SHX Text
P.O. BOX 6158
AutoCAD SHX Text www.hdhassociates.com
AutoCAD SHX Text
(540) 381-7999
AutoCAD SHX Text
ARCHITECTURE
AutoCAD SHX Text
ENVIRONMENTAL
AutoCAD SHX Text
ENGINEERING
AutoCAD SHX Text
ARCHITECTURE
AutoCAD SHX Text
ENGINEERING
AutoCAD SHX Text
ENVIRONMENTAL
AutoCAD SHX Text
P.O. BOX 6158
AutoCAD SHX Text www.hdhassociates.com
AutoCAD SHX Text Christiansburg, Virginia 24068
AutoCAD SHX Text
(540) 381-7999
AutoCAD SHX Text
DAVID
AutoCAD SHX Text C.
AutoCAD SHX Text
LIEBAL
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
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AutoCAD SHX Text Lic. No.
AutoCAD SHX Text 37780
AutoCAD SHX Text A-2
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DETAILS - EPDM
AutoCAD SHX Text
VIRGINIA COMMUNITY COLLEGE SYSTEM
AutoCAD SHX Text
PATRICK & HENRY COMMUNITY COLLEGE
AutoCAD SHX Text
FRITH HALL ROOF REPLACEMENT PROJECT
AutoCAD SHX Text
MARTINSVILLE
AutoCAD SHX Text
VIRGINIA
AutoCAD SHX Text
DCL
AutoCAD SHX Text
NRL
AutoCAD SHX Text
DCL
AutoCAD SHX Text
JANUARY 10, 2025
AutoCAD SHX Text
AutoCAD SHX Text
PROJECT CODE #:
AutoCAD SHX Text
AutoCAD SHX Text
DEB PROJECT CODE #:
AutoCAD SHX Text 260-B3260-101
AutoCAD SHX Text 1/10/2025
EAVE DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
AutoCAD SHX Text A1
AutoCAD SHX Text A3
AutoCAD SHX Text
RIDGE & HIP DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
AutoCAD SHX Text A1
AutoCAD SHX Text A3
AutoCAD SHX Text
RAKE DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
AutoCAD SHX Text A1
AutoCAD SHX Text A3
AutoCAD SHX Text 3"
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
COMMISSION NUMBER:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text Christiansburg, Virginia 24068
AutoCAD SHX Text
P.O. BOX 6158
AutoCAD SHX Text www.hdhassociates.com
AutoCAD SHX Text
(540) 381-7999
AutoCAD SHX Text
ARCHITECTURE
AutoCAD SHX Text
ENVIRONMENTAL
AutoCAD SHX Text
ENGINEERING
AutoCAD SHX Text
ARCHITECTURE
AutoCAD SHX Text
ENGINEERING
AutoCAD SHX Text
ENVIRONMENTAL
AutoCAD SHX Text
P.O. BOX 6158
AutoCAD SHX Text www.hdhassociates.com
AutoCAD SHX Text Christiansburg, Virginia 24068
AutoCAD SHX Text
(540) 381-7999
AutoCAD SHX Text
DAVID
AutoCAD SHX Text C.
AutoCAD SHX Text
LIEBAL
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text W
AutoCAD SHX Text N
AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text Lic. No.
AutoCAD SHX Text 37780
AutoCAD SHX Text A-3
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DETAILS - METAL ROOF
AutoCAD SHX Text
VIRGINIA COMMUNITY COLLEGE SYSTEM
AutoCAD SHX Text
PATRICK & HENRY COMMUNITY COLLEGE
AutoCAD SHX Text
FRITH HALL ROOF REPLACEMENT PROJECT
AutoCAD SHX Text
MARTINSVILLE
AutoCAD SHX Text
VIRGINIA
AutoCAD SHX Text
DCL
AutoCAD SHX Text
NRL
AutoCAD SHX Text
DCL
AutoCAD SHX Text
JANUARY 10, 2025
AutoCAD SHX Text
AutoCAD SHX Text
PROJECT CODE #:
AutoCAD SHX Text
AutoCAD SHX Text
DEB PROJECT CODE #:
AutoCAD SHX Text 260-B3260-101
AutoCAD SHX Text 1/10/2025
| Sheets and Views |
| PHCC - Frith Hall - Roof Project - Permit Set-Cover Sheet |
| PHCC - Frith Hall - Roof Project - Permit Set-A-1 |
| PHCC - Frith Hall - Roof Project - Permit Set-A-2 |
| PHCC - Frith Hall - Roof Project - Permit Set-A-3 |
File details come from the government source that posted it. Updated .