FORSYTH TECHNICAL COMMUNITY COLLEGE NORTHWEST ROOF REPLACEMENT.pdf
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- Attached to
- Forsyth Tech Northwest Campus Roof Replacement
- Solicitation number
- 97-FT-260604B
- Issued by
- Forsyth County, Lasker Town, North Carolina
About this file
This document is a set of architectural and construction drawings prepared for Forsyth Technical Community College for a roof replacement project at their Northwest Campus Center located at 3111 Big Oaks Drive, King, NC. The project involves the replacement of approximately 2,800 square feet of roofing on the Technology & Student Services Building. The scope of work includes installation of a fully adhered PVC fleece-backed membrane roofing system over existing metal decking, with new foam insulation, fiberglass-reinforced gypsum cover board, and associated flashing details. The drawings, dated February 27, 2026, include a cover sheet, detail plans, roof assembly details, taper plan, and wind uplift pressure plan with specifications for various roof penetrations including soil stacks, pipe boots, curb details, edge treatments, downspouts, scuppers, and collector head assemblies. The design accommodates existing roof slope conditions with drainage directed to scuppers and includes mechanical fastening in areas subject to wind uplift pressures.
The construction documents specify that the existing insulation is sloped toward scuppers for drainage management and include wind load calculations for the 16-foot-tall building structure with two roof zones experiencing negative pressures of 36.7 PSF and 57.5 PSF respectively. The drawings require the contractor to raise scuppers as necessary to remain flush with the new roof assembly and to add wood nailers and insulation to maintain minimum flashing heights of 8 inches. All new PVC membrane installations are specified to be heat-welded with stainless steel flashing elements secured with mechanical fasteners and riveted or soldered connections. The project documents were prepared by a firm located at 1001 Lancaster Avenue, Monroe, NC 28112, with drawings referenced as project P-1817 and include notes indicating this is a "FOR CONSTRUCTION" phase document.
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| Northwest Campus Specifications 4-6-2026.pdf |
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Text version
COVER SHEET
C01
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- CONDENSATION LINE
- GAS LINE
- GUTTER
- ELECTRICAL CONDUIT
- EXPANSION JOINT
- PVC PIPE
LINETYPE LEGEND
VICINITY MAP
CAMPUS MAP
FORSYTH TECHNICAL COMMUNITY COLLEGE
NORTHWEST CAMPUS CENTER
3111 BIG OAKS DRIVE
KING, NC
DRAWINGS
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AP-1 APPENDIX B
DP01 DETAIL PLAN
R-1 ROOF DETAILS
R-2 ROOF DETAILS
TP01 TAPER PLAN
UP01 WIND UPLIFT PRESSURE
NORTHWEST FORSYTH CENTER
PROJECT LOCATION
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DATE: 2-27-2026
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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SEAL
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SOIL VENT
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CURB FAN
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HOT STACK
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CURB
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LADDER
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ROOF DRAIN
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SCUPPER
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PENETRATION
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APPENDIX B
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DATE: 2-27-2026
DETAIL PLAN
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ROOF DETAILS
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ASSEMBLY DETAIL
SCALE: 1-1/2" = 1'
EXISTING METAL DECK
NEW FULLY ADHERED PVC
FLEECE BACK MEMBRANE
1/4" FIBERGLASS REINFORCED SILICON IMPREGNATED
GYPSUM COVER BOARD SET IN FOAM INSULATION ADHESIVE
EXISTING ISOCYANURATE INSULATION 4"
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TYPICAL CURB DETAIL
SCALE: 1" = 1'
ADHERE FLASHING
MEMBRANE
ADD WOOD NAILERS AS
NECESSARY TO MAINTAIN 8"
MINIMUM FLASHING HEIGHT 26 GA. STAINLESS STEEL
C'FLASHING CORNERS
RIVETED 1" O.C. & SOLDERED
T-JOINT
OVERLAY VERTICAL
SEAMS
MEMBRANE
INSULATION SYSTEM
MECHANICAL SEAM FASTENING
PLATES & SCREWS @ 12" O.C.
INSULATE EXISTING CURB INSULATE
EXISTING CURB W/ 24 GA. GALVANIZED
8"
MIN.
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SOIL STACK / PIPE PENETRATION DETAIL
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8" MIN
NEW PVC MEMBRANE
HEAT WELD
STAINLESS STEEL MECHANICAL
DRAW BAND, TYPICAL
PRE-MOLDED PIPE BOOT
STAINLESS STEEL MECHANICAL
DRAW BAND, TYPICAL
WATER STOP
PIPE /PENETRATION
WHERE SOIL STACK IS TOO
LOW OR BROKEN SLIP PVC
PIPE & COUPLING OVER
EXISTING PIPE & CAULK AS
REQUIRED
INSULATION SYSTEM
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6" 12"
1"
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NEW 1.5'' OF ISOCYANURATE INSULATION MECHANICALLY ATTACHED
TO MEET REQUIRE WIND UPLIFT PER FM GLOBAL
EXISTING MEMBRANE. REMOVE 12" WIDE STRIPS @ 48" O.C.
EXISTING MEMBRANE
EXISTING METAL DECK
EXISTING INSULATION
NEW COVER BOARD
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EDGE/ METAL PANEL DETAIL
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22 GA. GALVANIZED STEEL
CONTINUOUS CLEAT - FASTENED
@ 12" O.C. W/ #12 SCREWS
24 GA. PRE-FINISHED METAL FASCIA
HAND CRIMP
NON- FLEECE BACK PVC
FLASHING MEMBRANE
24 GA PVC COATED CLEAT FASTENED W/
ROOFING NAILS - TWO ROWS @ 12" O.C.
NEW INSULATION
NEW PVC MEMBRANE
AS SPECIFIED
STRIP-IN PLY
HEAT WELD
EXISTING WOOD BLOCKING
HEAT WELD
HEAT WELDNEW MEMBRANE
AS SPECIFIED
TERM BAR FASTENED @ 6" O.C.
FULLY ADHERED NON-FLEECE
BACK PVC FLASHING MEMBRANE
1/2" SILICON IMPREGNATED FIBERGLASS
REINFORCED GYPSUM BOARD ATTACHED
W/ MASONRY DRIVE \PINS @ 12" O.C.
EXISTING ALUMINUM FASCIA
3/16" POP RIVETS @ 1" O.C.
PRE-FINISHED STEEL HANGER STRAP
@ 5' O.C. - MECHANICALLY
ATTACHED W/ 1/4" DRIVE PINS
4" X 6" X 22 GA. PRE-FINISHED
STEEL DOWNSPOUT
STARTER TUBE
DAYLIGHT EXISTING
METAL ROOF
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DOWN SPOUT DETAIL
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FOR CONSTRUCTION
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ROOF DETAILS
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TYP. TROUGH WALL SCUPPER
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NOTE:
CONTRACTOR TO RAISE SCUPPERS AS REQUIRED TO
BE FLUSH W/ NEW ROOF ASSEMBLY. PACK VOID W
INSULATION AND INCREASE SCUPPER PLATE TO
COVER EXISTING VOID AS NECESSARY.
ROOF MEMBRANE
FLASHING MEMBRANE
24 GA. PVC COATED STEEL
SCUPPER LINER- FASTEN @ 3"
O.C. & HEAT WELD TO MEMBRANE
TERMINATION BAR
FASTENED @ 6" O.C.
INSULATION SYSTEM
EXTEND SCUPPER 1" BEYOND
EXTERIOR WALL & CAULK
24 GA. PRE-FINISHED SCUPPER PLATE- HEM ALL
EDGES AND INSTALL W/ 1/4 " X 1 1/2" EXPANSION
FASTENERS AND CAULK
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MATCH
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HANGER STRAP 5' O.C. MAX.
1.5" OVERFLOW
DISCHARGE NE DOWNSPOUT
ON TO EXISTING STANDING
SEAM METAL ROOF
THROUGH WALL SCUPPER
NEW 6" X 12" COLLECTOR HEAD
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EXTEND THE
SCUPPER INTO THE
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TAPER PLAN
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EXISTING INSULATION IS SLOPED TO THE
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WIND UPLIFT PLAN
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6'
6'
6'
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ROOF WIND LOAD 01.01
INTERNAL PRESSURE COEFFICIENT (GCPi) : +0.18 , - 0.18
Zone 1
-36.7 PSF
Zone 2
-57.5 PSF
ROOF AREA 01.01
BUILDING HEIGHT = 16'
FOR CONSTRUCTION
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