26-27-06 Glenns House Plans 609 West 5th Street.pdf
PDF 459 KB Posted
- Solicitation number
- 311-26-27-06
- Issued by
- Randolph County, Greensboro City, North Carolina
About this file
This file contains architectural plans for "The Glenn," a residential project developed by Pitt Community College in Winterville, Pitt County, North Carolina, in partnership with the City of Greenville as part of the 50-in-10 Affordable Housing Initiative. The plans, prepared by Architectural Technology students A. Wells, N. Bruner, and C. Sharpe and dated November 16, 2022, detail a single-family home designed for construction at 609 West 5th Street in Greenville. The residence is a 3-bedroom, 2-bathroom structure spanning approximately 1,300-1,500 square feet, featuring an open-concept layout with a master bedroom, two additional bedrooms, family and dining areas, kitchen with island and pantry, two full bathrooms, and a future deck. The four-sheet plan set includes a first-floor layout, four building elevations, foundation and roof plans, wall sections, porch connection details, and built-up beam details. The City of Greenville and Pitt Community College issued a Pre-Bid Meeting notice for licensed general contractors on Monday, September 21, 2026, at 9:30 a.m. at the 609 West 5th Street location, with attendance mandatory for contractors seeking to submit proposals for this project and two additional homes planned for 805 West 5th Street and 907 Cherry Street.
The architectural specifications detail construction requirements including 2x4 studs spaced 16 inches on center with 1/2-inch OSB sheathing and 1/2-inch rigid foam insulation for exterior walls, pre-engineered roof trusses with 5/12 pitch spaced 24 inches on center with raised heel design, brick and CMU foundation with concrete footings, and fiberglass shingle roofing. The home incorporates R-38 batt insulation in the attic, R-19 in walls, and R-15 in certain sections, with continuous ridge and soffit ventilation. Structural elements include 2x10 floor joists spaced 16 inches on center, 2x8 porch joists, and 3/4-inch tongue-and-groove plywood subflooring. The foundation plan specifies 8-inch CMU walls with 4-inch brick veneer, 12-inch by 24-inch concrete footings with rebar, and 8-inch by 32-inch CMU piers under girders. All concrete is specified at 3,500 PSI for floor slabs and 3,000 PSI for other applications. Interested contractors were directed to submit questions regarding the project to CommunityDevelopment@greenvillenc.gov.
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Text version
A-1
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TYPICAL WALL SECTION
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PORCH CONNECTION DETAIL
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FIRST FLOOR PLAN
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FUTURE DECK
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BEDROOM #2
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MASTER BEDROOM
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BEDROOM #3
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DINING
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FAMILY
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PORCH
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BATH-1
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BATH-2
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24"X56" ATTIC ACCESS
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KITCHEN
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ISLAND
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PANTRY
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REVISIONS:
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PCC PROJECT HOUSE
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PITT COMMUNITY COLLEGE -WINTERVILLE PITT COUNTY NORTH CAROLINA
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ARCHITECTURAL TECHNOLOGY
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AS SHOWN
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NOV 16, 2022
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8" COLUMN TYP.
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1/2" BOLT 4' O.C.
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3/4" SUBFLOOR
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2X4 STUD
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2X10 FLOOR JOIST 16" O.C. TYP.
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2X8 CONNECTED @ WALL
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54X6 DECKING
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BRICK AND CMU FOUND.
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2X8 JOIST 16" O.C.
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4X4 POST CENTER OF COLUMN
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SLOPE 1 1/4" TO EDGE
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1X10 TRIM
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16"X16" BRICK PIER
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2-2X8 GIRDER
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TOP OF SUB FLR.
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TOP OF MASONRY
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CLR
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15# BUILDING PAPER
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1X6 FASCIA W/ 2X6 SUBNAILER W/ ALUM. FACE
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2X4 BLOCKING @ JOINTS IN O.S.B SHEATHING
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1/2 " O.S.B. SHEATHING
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1/2 " RIGID FOAM INSUL.
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2-2X10 BEAM
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2X8 P.T. SILL
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1/2 " ANCHOR BOLT EMBEDDED IN MASONRY 15" MIN.
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4" BRICK CURTAIN WALL
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8" CMU FOUNDATION WALL CONT.
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24"X12" CONC. FTG. W/ (3)-#5 BARS CONT.
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PRE-ENGINEERED 11 1/2" RAISED HEEL ROOF TRUSSES 24" O.C. TYPICAL
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R-38 BATT INSULATION
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1/2 " GYP. BD.
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SIMPSON H-10 ANCHOR @ EACH TRUSS
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2X4 SPF STUDS 16" O.C.
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R-15 BATT INSUL.
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1/2" GYP. BD.
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FINISH FL. BY OTHERS
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2X4 BOTTOM PLATE
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2X6 BLOCKING
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METAL DRIP EDGE
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2X4 LOOKOUT 16" O.C. W/ VINYL SOFFIT
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CLOSET
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LEDGER STRIP
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PITT COMMUNITY COLLEGE P.O. DRAWER 7007 GREENVILLE, NC 28590
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ELECTRICAL/ LOW-VOLTAGE ACCESS
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1X4 FRIEZE TRIM
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A. WELLS N. BRUNER C. SHARPE
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PDS
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PIPE WALL
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PIPE WALL
THE GLENN
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RIGHT ELEVATION
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FRONT ELEVATION
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BRICK AND CMU FOUNDATION
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FUTURE DECK
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TOP OF MASONRY
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BRICK AND CMU FOUNDATION
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FUTURE DECK
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TOP OF SUB FLR.
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VINYL SHAKES
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BRICK AND CMU FOUNDATION
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FUTURE DECK
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VINYL SHAKES
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FUTURE RAILS
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TOP OF PLATE
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FUTURE RAILS
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REVISIONS:
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PITT COMMUNITY COLLEGE -WINTERVILLE PITT COUNTY NORTH CAROLINA
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SHEET:
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ARCHITECTURAL TECHNOLOGY
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AS SHOWN
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DRAWN BY:
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OPEN
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A. WELLS N. BRUNER C. SHARPE
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NOV 16, 2022
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VINYL SIDING
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VINYL SIDING
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PITT COMMUNITY COLLEGE P.O. DRAWER 7007 GREENVILLE, NC 28590
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FOUNDATION PLAN
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ROOF PLAN
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8"X32" CMU PIER UNDER GIRDER
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4" BRICK VENEER 8" CMU FOUNDATION
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3-2X10 BUILT-UP GIRDER
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4" BRICK VENEER & 8" CMU FOUNDATION
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8"X32" CMU PIER UNDER GIRDER
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ACCESS DOOR
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12"X24" CONC. FOOTING W/ 3-#4 REBAR CONT. TYP.
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1'-0" TYP.
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1'-4" TYP.
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PRE-ENGINEERED ROOF TRUSSES 24" O.C.
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DROP TOP CHORD OF TRUSS TO ALLOW FOR LARGER RAKE OVERHANG
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AutoCAD SHX Text 5/12
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RIDGE
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OVER FRAME THIS AREA
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VALLEY
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VALLEY
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8"X16" CMU PIER W/ 12"X24"X24" CONC. FOOTING TYP.
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RIDGE
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REVISIONS:
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PCC PROJECT HOUSE
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PITT COMMUNITY COLLEGE -WINTERVILLE PITT COUNTY NORTH CAROLINA
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SHEET:
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ARCHITECTURAL TECHNOLOGY
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AS SHOWN
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DATE:
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8"X16" BRICK PIER W/ 28"X28"X12" FTG.
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NOV 16, 2022
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RIDGE
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BOX BEAM @ PORCH
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WOOD PORCH 2X6 F.J.
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2-2X8 PORCH GIRDER TYP.
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PRE-ENGINEERED ROOF TRUSSES 24" O.C.
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PITT COMMUNITY COLLEGE P.O. DRAWER 7007 GREENVILLE, NC 28590
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A. WELLS N. BRUNER C. SHARPE
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WH
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DW
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SECTION @ PORCH
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VARIES
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TYP. EXT. SHEATHING PLACEMENT
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AutoCAD SHX Text GENERAL NOTES: 1. ALL EXTERIOR DIMENSIONS ARE FROM FACE OF RIGID FOAM TO FACE OF RIGID FOAM. ALL INTERIOR DIMENSIONS ARE FACE OF STUD TO FACE OF STUD. 2. ALL EXTERIOR FRAME WALLS SHALL BE 2X4 STUDS 16" O.C. W/ 1/2" O.S.B. SHEATHING & 1/2" RIGID FOAM (4 1/2") UNLESS OTHERWISE NOTED. INTERIOR WALLS SHALL BE 2X4 16" O.C. (3 1/2"). 3. ALL CONCRETE FLOOR SLABS SHALL BE 3500 PSI @ 28 DAYS. ALL OTHER CONCRETE SHALL BE 3000 PSI @ 28 DAYS. 4. ALL HEADERS SHALL BE CONSTRUCTED AS SHOWN ON PLANS. ALL HEADERS NOT SHOWN SHALL BE 2-2X8 MIN. 5. ROOF SHEATHING SHALL BE 5/8" O.S.B. INSTALLED PERPENDICULAR TO THE RAFTERS & NAILED W/8D NAILS 6" O.C. AT EDGES & 12" O.C. IN THE FIELD. 6. PROVIDE CONT. BLOCKING AT RIDGE OF ROOF TO FASTEN ROOF SHEATHING. 7. PROVIDE 6'-0" OF CONT. BLOCKING BETWEEN ROOF FRAMING MEMBERS @ EACH CORNER. BLOCKING SHALL BE PERPENDICULAR TO ROOF FRAMING MEMBERS. 8. ROOF COVERING SHALL BE FIBERGLASS SHINGLES ON #15 FELT FASTEN SHINGLES W/6 FASTENERS PER 3 TAB SHINGLE. 9. PROVIDE CONT. RIDGE & SOFFIT VENTS.
AutoCAD SHX Text STAGGERED NAIL PATTERN 2 ROWS 8d" O.C. TYPICAL
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2-2X4 TOP PLATE
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1/2" O.S.B. PANEL
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2X4 PURLINS
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1/2" O.S.B. PANELS
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2X4 PLATE
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TREATED 2"X8" CONT.
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FACE GRAIN
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2-2"X10" BAND CONT.
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REVISIONS:
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PCC PROJECT HOUSE
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PITT COMMUNITY COLLEGE -WINTERVILLE PITT COUNTY NORTH CAROLINA
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SHEET:
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ARCHITECTURAL TECHNOLOGY
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AS SHOWN
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DATE:
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DRAWN BY:
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NOV 16, 2022
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PITT COMMUNITY COLLEGE P.O. DRAWER 7007 GREENVILLE, NC 28590
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BUILT-UP BEAM DETAIL
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12" THREADED ROD W/SIMPSON BP @ TOP12 @ TOP
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2-2"X6" W/ 2"X6" TOP & BOTTOM.
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2- 1" TRIM
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1" TRIM
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GRADE
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1X10 TRIM
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15# BUILDING PAPER
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FIBERGLASS SHINGLES
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BUILT-UP BEAM
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1/2" ANCHOR BOLT EMBEDDED IN MASONRY 15" MINIMUM
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PRE-ENGINEERED 1'-2 1/2" RAISED HEEL ROOF TRUSSES 24" O.C. TYPICAL
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2X8 JOIST @ PORCH 16" O.C.
AutoCAD SHX Text 5/8" PLYWOOD ROOF DECKING W/8d NAILS 6" O.C. @ EDGES & 12" O.C. FEILDS. PROVIDE 2"X4" BLOCKING @ END TWO TRUSS SPACES. ATTACH TO GABLE END FRAMING W/ 8d 4"O.C.
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1X6 FASCIA W/ 2X6 SUBNAILER W/ VINYL WRAP
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1/2" OSB W/ VINYL
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16" BRICK PIER
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28"X28"X12" FTG. W/ 3- #4 REBAR CONT.
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VINYL SOFFIT PANEL
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SIMPSON H-2 ANCHOR @ EACH TRUSS
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SLOPE PORCH 1 1/4" TO EDGE
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2X6 T&G DECKING
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METAL DRIP EDGE
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2X4 LOOKOUT 16" O.C. W/ VINYL SOFFIT
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1X4 FRIEZE TRIM
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A. WELLS N. BRUNER C. SHARPE
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TOP OF PLATE
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TOP OF FLOOR
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TOP OFMASONRY
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TOP OF FOOTING
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| PCC48_Glenn House-OPEN CONCEPT 12SEPT2024-Model_3 |
| Sheets and Views |
| Model |
| PCC48_Glenn House-OPEN CONCEPT 12SEPT2024-Model_4 |
| Sheets and Views |
| Model |
File details come from the government source that posted it. Updated .