Addendum 1 Drawings.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ - 171 - 240000000136
- Issued by
- Barry County, Michigan
About this file
This document is an Addendum to the solicitation for a new 60x40 pole barn construction project for the Barry State Game Area Headquarters in Michigan. The project is managed by the Department of Technology, Management and Budget, State Facilities Administration, Design and Construction Division for the State of Michigan. The addendum includes architectural drawings showing the footing plan, framing and roof plan, building elevations, building sections, and wall sections, as well as details on the design loads, materials, and construction methods. The bid due date is December 8, 2023, with an anticipated construction start in early 2024.
The addendum provides details on the roof, wall, and foundation construction, including requirements for metal roofing, insulation, weather barriers, and concrete footings. It also includes two deduct alternates - one to eliminate insulation and use 2x6 wall studs, and another to use asphalt shingles instead of metal roofing. Pricing terms, set-asides, and funding information are not included in this addendum, but would likely be detailed in the overall solicitation documents.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 751-22020.JLM_Pre-Bid Sign-in Sheet.pdf | ||
| Advertisement 22020.pdf | ||
| Drawings 22020_Part2.pdf | ||
| Addendum 4.pdf | ||
| 751-22020.JLM_Barry SGA_Geotech Report.pdf | ||
| Addendum 2 Bid Summary.pdf | ||
| Addendum 2.pdf | ||
| Specifications 22020.pdf | ||
| Addendum 1.pdf | ||
| Drawings 22020_Part1.pdf | ||
| Addendum 3.pdf |
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ROOF LOADS
DEAD LOAD: TOP CHORD: 10 PSF
BOTTOM CHORD: 10 PSF
LIVE LOAD: 20 PSF
WIND LOADS:
3 SECONDS GUST WIND SPEED
VULT= 105 MPH VASD= 82 MPH
EXPOSURE= B
RISK= I
SNOW LOAD: 35 PSF
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6X6 DOUGLAS FIR-LARCH #1 OR BETTER PRESSURE TREATED COLUMNS (31 TOTAL)
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AutoCAD SHX Text 2X6 STUDS AT 24" O.C. WITH R-19 MIN. UNFACED BATT. INSULATION IN STUD CAVITY, SILL PLATE TO BE PRESSURE TREATED
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CONTROL JOINTS CENTERED ON COLUMNS, TYPICAL
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24" X 36" ATTIC ACCESS HATCH, CENTER HATCH BETWEEN TRUSSES
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24" X 36" ATTIC ACCESS HATCH, CENTER HATCH BETWEEN TRUSSES
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INDICATED GABLE END COLUMNS TO EXTEND TO TOP OF GABLE END TRUSS
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INDICATED GABLE END COLUMNS TO EXTEND TO TOP OF GABLE END TRUSS
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%%USTRUCTURE INFO.
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BOLLARD, SEE CIVIL DRAWINGS
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AutoCAD SHX Text COMBINATION (2) INSULATION PANELS TOTAL OF R-15 MIN. RIGID INSULATION FROM TOP OF SLAB TO 30" BELOW TOP OF SLAB, USE AS FORM
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AutoCAD SHX Text 1'-3" X 2'-6" SHALLOW CONCRETE TRENCH FOOTING WITH (2) #5 BARS BOTH TOP AND BOTTOM, FOOTING DESIGN ASSUME SOIL BEARING CAPACITY OF 3,000 LBS/SQ.FT
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#5 BAR AT 12" O.C. ONLY AT DOOR OPENING
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#5 BAR AT 36" O.C.
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ROOF LOADS
DEAD LOAD: TOP CHORD: 10 PSF
BOTTOM CHORD: 10 PSF
LIVE LOAD: 20 PSF
WIND LOADS:
3 SECONDS GUST WIND SPEED
VULT= 105 MPH VASD= 82 MPH
EXPOSURE= B
RISK= I
SNOW LOAD: 35 PSF
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%%UFRAMING / ROOF PLAN
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2X6 LADDER FRAMING FOR 12" OVERHANG
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ICE AND WATER SHIELD 36" FROM EAVES, TYPICAL
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ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
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WEST ELEVATION
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AutoCAD SHX Text INSULATED 3'-0" WIDE X 3'-0" HIGH FIXED WINDOW, BOTTOM OF OPENING AT 4'-2" A.F.F.
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AutoCAD SHX Text METAL SNAP ON STANDING SEAM ROOFING BY 'PAC-CLAD' PENCIL RIB 12" O.C., COLOR: T.B.D. OR APPROVED EQUAL ON UNDERLAYMENT ON 5/8" PANEL GRADE EQUAL TO STRUCTURAL I PLYWOOD STRUCTURAL PANELS ARE FIVE-PLY OR FIVE LAYERED OR EQUAL ON 4:12 SLOPED PRE-ENGINEERED TRUSSES AT 24" O.C.
AutoCAD SHX Text METAL SNAP ON STANDING SEAM ROOFING BY 'PAC-CLAD' PENCIL RIB 12" O.C., COLOR: T.B.D. OR APPROVED EQUAL ON UNDERLAYMENT ON 5/8" PANEL GRADE EQUAL TO STRUCTURAL I PLYWOOD STRUCTURAL PANELS ARE FIVE-PLY OR FIVE LAYERED OR EQUAL ON 4:12 SLOPED PRE-ENGINEERED TRUSSES AT 24" O.C.
AutoCAD SHX Text METAL SNAP ON STANDING SEAM ROOFING BY 'PAC-CLAD' PENCIL RIB 12" O.C., COLOR: T.B.D. OR APPROVED EQUAL ON UNDERLAYMENT ON 5/8" PANEL GRADE EQUAL TO STRUCTURAL I PLYWOOD STRUCTURAL PANELS ARE FIVE-PLY OR FIVE LAYERED OR EQUAL ON 4:12 SLOPED PRE-ENGINEERED TRUSSES AT 24" O.C.
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ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
AutoCAD SHX Text A101
AutoCAD SHX Text
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AutoCAD SHX Text 2'-0" DIA. X 5'-6" FOOTING, BOTTOM OF FOOTING AT 8'-0" BELOW FINISHED FLOOR, TYP.
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EXTERIOR METAL SIDING (COLORS, STYLE, SIZE, PATTERN T.B.D.)
AutoCAD SHX Text
6X6 PRESSURE TREATED COLUMN
AutoCAD SHX Text
CONTINUOUS RIDGE VENT
AutoCAD SHX Text
R-49 KRAFT FACED BATT. INSULATION
AutoCAD SHX Text
7/16" OSB SHEATHING CEILING
AutoCAD SHX Text
R-5 MIN. HUNTER XCI 286 CONTINUOUS RIGID INSULATION
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2X6 STUDS AT 24" O.C. WITH R-19 MIN. BATT. UNFACED INSULATION IN STUD CAVITY
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'TYVEK' WEATHER BARRIER
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DOUBLE 2X12
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7/16" SHEATHING BOTTOM 8'-0 1/2" OF WALL
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2X4 LACERS AT 24" O.C.
AutoCAD SHX Text METAL SNAP ON STANDING SEAM ROOFING BY 'PAC-CLAD' PENCIL RIB 12" O.C., COLOR: T.B.D. OR APPROVED EQUAL ON UNDERLAYMENT ON 5/8" PANEL GRADE EQUAL TO STRUCTURAL I PLYWOOD STRUCTURAL PANELS ARE FIVE-PLY OR FIVE LAYERED OR EQUAL ON 4:12 SLOPED PRE-ENGINEERED TRUSSES AT 24" O.C.
AutoCAD SHX Text
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AutoCAD SHX Text 1" R-5 ULTRA LITE FOUNDATION PANEL BY 'STYRO' OR APPROVED EQUAL ADHERED TO 2" RIGID INSULATION
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2" R-10 XPS RIGID INSULATION
AutoCAD SHX Text 1'-3" X 2'-6" SHALLOW CONCRETE TRENCH FOOTING WITH (2) #5 BARS BOTH TOP AND BOTTOM
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AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
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AutoCAD SHX Text A101
AutoCAD SHX Text
AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text
BUILDING SECTION
AutoCAD SHX Text
AutoCAD SHX Text A401
AutoCAD SHX Text 2'-0" DIA. X 5'-6" FOOTING, BOTTOM OF FOOTING AT 8'-0" BEL0W FINISHED FLOOR, TYP.
AutoCAD SHX Text
METAL SIDING (COLORS, STYLE, SIZE, PATTERN T.B.D.)
AutoCAD SHX Text
6X6 PRESSURE TREATED COLUMN
AutoCAD SHX Text
CONTINUOUS RIDGE VENT
AutoCAD SHX Text
R-49 KRAFT FACED BATT. INSULATION
AutoCAD SHX Text
7/16" OSB SHEATHING CEILING
AutoCAD SHX Text
R-5 MIN. HUNTER XCI 286 CONTINUOUS RIGID INSULATION
AutoCAD SHX Text
2X6 STUDS AT 24" O.C. WITH R-19 MIN. BATT. UNFACED INSULATION IN STUD CAVITY
AutoCAD SHX Text
'TYVEK' WEATHER BARRIER
AutoCAD SHX Text
2X12 HEADER
AutoCAD SHX Text
AutoCAD SHX Text A301
AutoCAD SHX Text
7/16" SHEATHING BOTTOM 8'-0 1/2" OF WALL
AutoCAD SHX Text
AutoCAD SHX Text A401
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SLOPE 1/8" = 1'-0"
AutoCAD SHX Text METAL SNAP ON STANDING SEAM ROOFING BY 'PAC-CLAD' PENCIL RIB 12" O.C., COLOR: T.B.D. OR APPROVED EQUAL ON UNDERLAYMENT ON 5/8" PANEL GRADE EQUAL TO STRUCTURAL I PLYWOOD STRUCTURAL PANELS ARE FIVE-PLY OR FIVE LAYERED OR EQUAL ON 4:12 SLOPED PRE-ENGINEERED TRUSSES AT 24" O.C.
AutoCAD SHX Text
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AutoCAD SHX Text 1" R-5 ULTRA LITE FOUNDATION PANEL BY 'STYRO' OR APPROVED EQUAL ADHERED TO 2" RIGID INSULATION
AutoCAD SHX Text
2" R-10 XPS RIGID INSULATION
AutoCAD SHX Text 1'-3" X 2'-6" SHALLOW CONCRETE TRENCH FOOTING WITH (2) #5 BARS BOTH TOP AND BOTTOM
AutoCAD SHX Text
2'-0" X 2'-0" #5 BAR AT 36" O.C.
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COMPACTED SAND
AutoCAD SHX Text
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CLARKSTON, MI
7300 DIXIE HWY.
PHONE
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248.605.2030 248.605.2030
48346 #600
WEB DSARCHITECTS.COM
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WALL SECTION
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BOTTOM OF FOOTING
AutoCAD SHX Text 92'-0"
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FINISHED FLOOR
AutoCAD SHX Text 100'-0"
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BOTTOM OF ROOF TRUSSES
AutoCAD SHX Text 115'-6"
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24" DIA. CONCRETE FOOTING
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8" CONCRETE SLAB, WITH 6 X 6 X 1.4 WWF
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6X6 DOUGLAS FIR-LARCH #1 OR BETTER PRESSURE TREATED COLUMN
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METAL SIDING
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2X12 HEADER
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PERFERATED METAL SOFFIT PANELS
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2X6 FASCIA BOARD
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PRE-ENGINEERED ROOF TRUSS AT 24" O.C. WITH H2.5T CONNECTION TO HEADER
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AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
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R-19 MIN. UNFACED BATT. INSULATION IN STUD CAVITY
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2X6 STUDS AT 24" O.C.
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R-15 MIN. RIGID INSULATION
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10-MIL VAPOR BARRIER
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6" COMPACTED SAND
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12" LONG NO.5 BAR, THRU CENTER OF COLUMN
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WALL SECTION
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BOTTOM OF FOOTING
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BOTTOM OF ROOF TRUSSES
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24" DIA. CONCRETE FOOTING
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8" CONCRETE SLAB, WITH 6 X 6 X 1.4 WWF
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METAL SIDING
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2X6 SPRUCE-PINE #1 OR BETTER DIAGONAL BRACING EACH SIDE OF COLUMN
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(2) 2X12 HEADER BOARDS
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PERFERATED METAL SOFFIT PANELS BY 'AMERIMAX' OR APPROVED EQUAL
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2X6 FASCIA BOARD
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PRE-ENGINEERED ROOF TRUSS AT 24" O.C. WITH H2.5T CONNECTION TO HEADER
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METAL STANDING SEAM ON UNDERLAYMENT
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(2) 1/2" GALVANIZED THRU BOLT
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R-19 MIN. UNFACED BATT. INSULATION IN STUD CAVITY
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2X6 STUDS AT 24" O.C.
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R-5 MIN. HUNTER XCI 286 CONTINUOUS RIGID INSULATION
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R-15 MIN. RIGID INSULATION
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10-MIL VAPOR BARRIER
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COMPACTED SAND
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12" LONG NO.5 BAR, THRU CENTER OF COLUMN
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ROOF VENT BAFFLE
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6X6 DOUGLAS FIR-LARCH #1 OR BETTER PRESSURE TREATED COLUMN
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NOTCH 6X6 COLUMN FOR DOUBLE 2X12 HEADER
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R-49 KRAFT FACED BATT. INSULATION
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5/8" SHEATHING
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'TYVEK' WEATHER BARRIER
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7/16" OSB SHEATHING BOTTOM 8'-0 1/2" OF WALL
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WALL TO TRUSS BRACING
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2X6 SPRUCE-PINE #1 OR BETTER BRACING ON BOTH SIDES OF 6X6 POST
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6X6 DOUGLAS FIR-LARCH #1 OR BETTER PRESSURE TREATED COLUMN
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(3) 1/2" DIA. THRU BOLTS WITH WASHERS AND NUTS
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(3) 1/2" DIA. THRU BOLTS WITH WASHERS AND NUTS
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2X BLOCKING AT TRUSS FOR BRACING ON BOTH SIDES OF TRUSS CHORD, NOT SHOWN
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2X BLOCKING AT TRUSS FOR BRACING FROM COLUMN TO DOUBLE 2X12
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COLUMN TO DOUBLE 2X12 BRACING
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2X BLOCKING AT TRUSS FOR BRACING ON BOTH SIDES OF TRUSS CHORD
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2X6 SPRUCE-PINE #1 OR BETTER BRACING ON BOTH SIDES OF 6X6 POST
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6X6 DOUGLAS FIR-LARCH #1 OR BETTER PRESSURE TREATED COLUMN
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(3) 1/2" DIA. THRU BOLTS WITH WASHERS AND NUTS
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(3) 1/2" DIA. THRU BOLTS WITH WASHERS AND NUTS
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DOUBLE 2X12
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2X4 LACERS AT 24" 0.C.
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2X4 LACERS AT 24" 0.C.
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ICE AND WATER SHIELD 36" FROM EAVES
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ICE AND WATER SHIELD 36" FROM EAVES
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R-5 MIN. HUNTER XCI 286 CONTINUOUS RIGID INSULATION
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7/16" OSB SHEATHING BOTTOM 8'-0 1/2" OF WALL
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7/16" OSB CEILING SHEATHING
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7/16" OSB CEILING SHEATHING
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GABLE END TRUSS
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2X6 PRESSURE TREATED SILL PLATE
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2X4 PRESSURE TREATED LACER (BOTTOM 2X4 LACER ONLY)
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2X8 PRESSURE TREATED BOARD
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R-49 KRAFT FACED BATT. INSULATION
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AutoCAD SHX Text 1" R-5 ULTRA LITE FOUNDATION PANEL BY 'STYRO' OR APPROVED EQUAL ADHERED TO 2" RIGID INSULATION
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2" R-10 XPS RIGID INSULATION
AutoCAD SHX Text 1'-3" X 2'-6" SHALLOW CONCRETE TRENCH FOOTING WITH (2) #5 BARS BOTH TOP AND BOTTOM
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2'-0" X 2'-0" #5 BAR AT 36" O.C.
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COMPACTED SAND
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AutoCAD SHX Text 1" R-5 ULTRA LITE FOUNDATION PANEL BY 'STYRO' OR APPROVED EQUAL ADHERED TO 2" RIGID INSULATION
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2" R-10 XPS RIGID INSULATION
AutoCAD SHX Text 1'-3" X 2'-6" SHALLOW CONCRETE TRENCH FOOTING WITH (2) #5 BARS BOTH TOP AND BOTTOM
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2'-0" X 2'-0" #5 BAR AT 36" O.C.
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COMPACTED SAND
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ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
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MINIMUM CODE REQUIREMENTS BASED ON 2015 MI BUILDING CODE
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BUILDING SOFFIT
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J CHANNEL SOFFIT HANGER BY 'AMERIMAX' OR EQUAL, COLOR: T.B.D.
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12" FULL VENT ALUMINUM SOFFIT PANEL, COLOR: T.B.D.
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ALUMINUM FASCIA CLADDING BY 'AMERIMAX' OR EQUAL
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ALUMINUM DRIP EDGE
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ROOF VENT BAFFLE
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WALL BASE DETAL
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GRADE
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METAL SIDING
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R-19 MIN. BATT. INSULATION IN STUD CAVITY
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R-5 MIN. HUNTER XCI 286 CONTINUOUS RIGID INSULATION
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'TYVEK' WEATHER BARRIER
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COMPACTED SAND
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1507.4 METAL ROOF PANELS THE INSTALLATION OF METAL ROOF PANELS SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION. 1507.4.1 DECK REQUIREMENTS METAL ROOF PANEL ROOF COVERINGS SHALL BE APPLIED TO A SOLID OR CLOSELY FITTED DECK, EXCEPT WHERE THE ROOF COVERING IS SPECIFICALLY DESIGNED TO BE APPLIED TO SPACED SUPPORTS. 1507.4.2 DECK SLOPE MINIMUM SLOPES FOR METAL ROOF PANELS SHALL COMPLY WITH THE FOLLOWING: 1. THE MINIMUM SLOPE FOR LAPPED, NONSOLDERED SEAM METAL ROOF PANELS WITHOUT APPLIED LAP SEALANT SHALL BE THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL (25-PERCENT SLOPE). 2. THE MINIMUM SLOPE FOR LAPPED, NONSOLDERED SEAM METAL ROOF PANELS WITH APPLIED LAP SEALANT SHALL BE ONE-HALF UNIT VERTICAL IN 12 UNITS HORIZONTAL (4-PERCENT SLOPE). LAP SEALANTS SHALL BE APPLIED IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. THE MINIMUM SLOPE FOR STANDING-SEAM METAL ROOF PANEL SYSTEMS SHALL BE ONE-QUARTER UNIT VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT SLOPE). 1507.4.3 MATERIAL STANDARDS METAL-SHEET ROOF COVERING SYSTEMS THAT INCORPORATE SUPPORTING STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 22. METAL-SHEET ROOF COVERINGS INSTALLED OVER STRUCTURAL DECKING SHALL COMPLY WITH TABLE 1507.4.3(1). THE MATERIALS USED FOR METAL-SHEET ROOF COVERINGS SHALL BE NATURALLY CORROSION RESISTANT OR PROVIDED WITH CORROSION RESISTANCE IN ACCORDANCE WITH THE STANDARDS AND MINIMUM THICKNESSES SHOWN IN TABLE 1507.4.3(2).
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1507.4.4 ATTACHMENT METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S FASTENERS. IN THE ABSENCE OF MANUFACTURER RECOMMENDATIONS, THE FOLLOWING FASTENERS SHALL BE USED: 1. GALVANIZED FASTENERS SHALL BE USED FOR STEEL ROOFS. COPPER, BRASS, BRONZE, COPPER ALLOY OR 300 SERIES STAINLESS-STEEL FASTENERS SHALL BE USED FOR COPPER ROOFS. 2. STAINLESS-STEEL FASTENERS ARE ACCEPTABLE FOR ALL TYPES OF METAL ROOFS. ALUMINUM FASTENERS ARE ACCEPTABLE FOR ALUMINUM ROOFS ATTACHED TO ALUMINUM SUPPORTS. 1507.4.5 UNDERLAYMENT AND HIGH WIND UNDERLAYMENT APPLIED IN AREAS SUBJECT TO HIGH WINDS Vasd GREATER THAN 110 MPH (49 M/S) AS DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1] SHALL BE APPLIED WITH CORROSION-RESISTANT FASTENERS IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP NOT MORE THAN 36 INCHES (914 MM) ON CENTER. UNDERLAYMENT INSTALLED WHERE VASD, IN ACCORDANCE WITH SECTION 1609.3.1, EQUALS OR EXCEEDS 120 MPH (54 M/S) SHALL COMPLY WITH ASTM D226 TYPE II, ASTM D4869 TYPE IV, OR ASTM D1970. THE UNDERLAYMENT SHALL BE ATTACHED IN A GRID PATTERN OF 12 INCHES (305 MM) BETWEEN SIDE LAPS WITH A 6-INCH (152 MM) SPACING AT THE SIDE LAPS. UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS EXCEPT ALL LAPS SHALL BE A MINIMUM OF 4 INCHES (102 MM). UNDERLAYMENT SHALL BE ATTACHED USING METAL OR PLASTIC CAP NAILS WITH A HEAD DIAMETER OF NOT LESS THAN 1 INCH (25 MM) WITH A THICKNESS OF AT LEAST 32-GAGE [0.0134 INCH (0.34 MM)] SHEET METAL. THE CAP NAIL SHANK SHALL BE A MINIMUM OF 12 GAGE [0.105 INCH (2.67 MM)] WITH A LENGTH TO PENETRATE THROUGH THE ROOF SHEATHING OR A MINIMUM OF 3/4 INCH (19.1 MM) INTO THE ROOF SHEATHING. EXCEPTION: AS AN ALTERNATIVE, ADHERED UNDERLAYMENT COMPLYING WITH ASTM D1970 SHALL BE PERMITTED.
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MINIMUM CODE REQUIREMENTS BASED ON 2015 MI BUILDING CODE
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1507.2 ASPHALT SHINGLES THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION. 1507.2.1 DECK REQUIREMENTS ASPHALT SHINGLES SHALL BE FASTENED TO SOLIDLY SHEATHED DECKS. 1507.2.2 SLOPE ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE), DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION 1507.2.8. 1507.2.3 UNDERLAYMENT UNLESS OTHERWISE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM TO ASTM D226, TYPE I, ASTM D4869, TYPE I, OR ASTM D6757. 1507.2.4 SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL COMPLY WITH ASTM D1970. 1507.2.5 ASPHALT SHINGLES ASPHALT SHINGLES SHALL COMPLY WITH ASTM D225 OR ASTM D3462. 1507.2.6 FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12-GAGE [0.105 INCH (2.67 MM)] SHANK WITH A MINIMUM 3/8-INCH-DIAMETER (9.5 MM) HEAD, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (19.1 MM) INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH (19.1 MM) THICK, THE NAILS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F1667. 1507.2.7 ATTACHMENT ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER, BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEEDS 21 UNITS VERTICAL IN 12 UNITS HORIZONTAL (21:12), SHINGLES SHALL BE INSTALLED AS REQUIRED BY THE MANUFACTURER.
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1507.2.8 UNDERLAYMENT APPLICATION FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE) AND UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE), UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A MINIMUM 19-INCH-WIDE (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM) AND FASTEN SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE) OR GREATER, UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51 MM), FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL. 1507.2.8.1 HIGH WIND ATTACHMENT UNDERLAYMENT APPLIED IN AREAS SUBJECT TO HIGH WINDS [VASD GREATER THAN 110 MPH (49 M/S) AS DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1] SHALL BE APPLIED WITH CORROSION-RESISTANT FASTENERS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP NOT MORE THAN 36 INCHES (914 MM) ON CENTER. UNDERLAYMENT INSTALLED WHERE VASD IN ACCORDANCE WITH SECTION 1609.3.1, EQUALS OR EXCEEDS 120 MPH (54 M/S) SHALL COMPLY WITH ASTM D226 TYPE II, ASTM D4869 TYPE IV, OR ASTM D6757. THE UNDERLAYMENT SHALL BE ATTACHED IN A GRID PATTERN OF 12 INCHES (305 MM) BETWEEN SIDE LAPS WITH A 6-INCH (152 MM) SPACING AT THE SIDE LAPS. UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH SECTION 1507.2.8 EXCEPT ALL LAPS SHALL BE A MINIMUM OF 4 INCHES (102 MM). UNDERLAYMENT SHALL BE ATTACHED USING METAL OR PLASTIC CAP NAILS WITH A HEAD DIAMETER OF NOT LESS THAN 1 INCH (25 MM) WITH A THICKNESS OF AT LEAST 32-GAGE [0.0134 INCH (0.34 MM)] SHEET METAL. THE CAP NAIL SHANK SHALL BE A MINIMUM OF 12 GAGE [0.105 INCH (2.67 MM)] WITH A LENGTH TO PENETRATE THROUGH THE ROOF SHEATHING OR A MINIMUM OF 3/4 INCH (19.1 MM) INTO THE ROOF SHEATHING. EXCEPTION: AS AN ALTERNATIVE, ADHERED UNDERLAYMENT COMPLYING WITH ASTM D1970 SHALL BE PERMITTED. 1507.2.8.2 ICE BARRIER IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES CAUSING A BACKUP OF WATER, AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES (610 MM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. EXCEPTION: DETACHED ACCESSORY STRUCTURES THAT CONTAIN NO CONDITIONED FLOOR AREA.
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1507.2.9 FLASHINGS FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THIS SECTION AND THE ASPHALT SHINGLE MANUFACTURER'S PRINTED INSTRUCTIONS. 1507.2.9.1 BASE AND CAP FLASHING BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0.019-INCH (0.483 MM) THICKNESS OR MINERAL-SURFACED ROLL ROOFING WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET (3.76 KG/M2). CAP FLASHING SHALL BE CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0.019-INCH (0.483 MM) THICKNESS. 1507.2.9.2 VALLEYS VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS BEFORE APPLYING SHINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: 1. FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY LINING SHALL BE AT LEAST 24 INCHES (610 MM) WIDE AND OF ANY OF THE CORROSION-RESISTANT METALS IN TABLE 1507.2.9.2. 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL-SURFACED ROLL ROOFING COMPLYING WITH ASTM D3909 OR ASTM D6380 SHALL BE PERMIT TED. THE BOTTOM LAYER SHALL BE 18 INCHES (457 MM) AND THE TOP LAYER A MINIMUM OF 36 INCHES (914 MM) WIDE. 3. FOR CLOSED VALLEYS (VALLEYS COVERED WITH SHINGLES), VALLEY LINING OF ONE PLY OF SMOOTH ROLL ROOFING COMPLYING WITH ASTM D6380, AND AT LEAST 36 INCHES (914 MM) WIDE OR TYPES AS DESCRIBED IN ITEM 1 OR 2 ABOVE SHALL BE PERMITTED. SELF-ADHERING POLYMER MODIFIED BITUMEN UNDERLAYMENT COMPLYING WITH ASTM D1970 SHALL BE PERMITTED IN LIEU OF THE LINING MATERIAL. 1507.2.9.3 DRIP EDGE A DRIP EDGE SHALL BE PROVIDED AT EAVES AND RAKE EDGES OF SHINGLE ROOFS. ADJACENT SEGMENTS OF THE DRIP EDGE SHALL BE LAPPED A MINIMUM OF 2 INCHES (51 MM). THE VERTICAL LEG OF DRIP EDGES SHALL BE A MINIMUM OF 1 1/2 INCHES (38 MM) IN WIDTH AND SHALL EXTEND A MINIMUM OF 1/4 INCH (6.4 MM) BELOW SHEATHING. THE DRIP EDGE SHALL EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES (51 MM). UNDERLAYMENT SHALL BE INSTALLED OVER DRIP EDGES ALONG EAVES. DRIP EDGES SHALL BE INSTALLED OVER UNDERLAYMENT ALONG RAKE EDGES. DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12 INCHES (305 MM) ON CENTER. 1511.3 ROOF REPLACEMENT ROOF REPLACEMENT SHALL INCLUDE THE REMOVAL OF ALL EXISTING LAYERS OF ROOF COVERINGS DOWN TO THE ROOF DECK. EXCEPTION: WHERE THE EXISTING ROOF ASSEMBLY INCLUDES AN ICE BARRIER MEMBRANE THAT IS ADHERED TO THE ROOF DECK, THE EXISTING ICE BARRIER MEMBRANE SHALL BE PERMITTED TO REMAIN IN PLACE AND COVERED WITH AN ADDITIONAL LAYER OF ICE BARRIER MEMBRANE IN ACCORDANCE WITH SECTION 1507.
AutoCAD SHX Text GENERAL NOTES - UPON REMOVAL OF EXISTING SHINGLES CONTRACTOR TO UPON REMOVAL OF EXISTING SHINGLES CONTRACTOR TO IDENTIFY AND AREAS OF ROTTEN ROOF BOARDS OR ROOF SHEATHING AND REPLACE WITH NEW ROOF BOARDS AND/OR ROOF SHEATHING AS REQUIRED. - REMOVE ALL EXISTING ASPHALT SHINGLES, UNDERLAYMENT, REMOVE ALL EXISTING ASPHALT SHINGLES, UNDERLAYMENT, DRIP EDGE AND FLASHING - NEW ASPHALT SHINGLES BY 'CERTAINTEED' NEW ASPHALT SHINGLES BY 'CERTAINTEED' LANDMARK STYLE, COLOR: RESAWN SHAKE
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TABLE 1507.2.9.2 VALLEY LINING MATERIAL
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ALUMINUM
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MATERIAL
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0.024 IN
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MINIMUM THICKNESS
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GAGE
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WEIGHT
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COLD-ROLLED COPPER
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0.0216 IN
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ASTM B370, 16 OZ. PER SQUARE FT.
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COPPER
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0.0216 IN
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16 OZ.
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GALVANIZED STEEL
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0.0179 IN
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26 (ZINC- COATED G90)
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HIGH-YIELD COPPER
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0.0162 IN
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ASTM B370, 12 OZ. PER SQUARE FT.
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LEAD
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2.5 POUNDS
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LEAD-COATED COPPER
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0.0216 IN
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ASTM B101, 16 OZ. PER SQUARE FT.
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LEAD-COATED HIGH-YIELD COPPER
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0.0162 IN
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ASTM B101, 12 OZ. PER SQUARE FT.
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PAINTED TERNE
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20 POUNDS
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STAINLESS STEEL
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ZINC ALLOY
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0.027 IN
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TABLE 1507.4.3(1) METAL ROOF COVERINGS
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ALUMINUM
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ROOF COVERING TYPE
AutoCAD SHX Text ASTM B209, 0.024 INCH MINIMUM THICKNESS FOR ROLL-FORMED PANELS AND 0.019 INCH MINIMUM THICKNESS FOR PRESS-FORMED SHINGLES.
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STANDARD APPLICATION RATE/THICKNESS
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ALUMINUM-ZINC ALLOY COATED STEEL
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ASTM A792 AZ 50
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COLD-ROLLED COPPER
AutoCAD SHX Text ASTM B370 MINIMUM 16 OZ./SQ.FT. AND 12 OZ./SQ.FT. HIGH YIELD COPPER FOR METAL-SHEET ROOF COVERING SYSTEMS: 12 OZ./SQ.FT. FOR PREFORMED METAL SHINGLE SYSTEMS.
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COPPER
AutoCAD SHX Text 16 OZ./SQ.FT. FOR METAL-SHEET ROOF-COVERING SYSTEMS; 12 OZ./SQ.FT. FOR PREFORMED METAL SHINGLE SYSTEMS.
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GALVANIZED STEEL
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ASTM A653 G-90 ZINC-COATED.
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HARD LEAD
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2 LBS./SQ.FT.
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LEAD-COATED COPPER
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ASTM B101
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PRE PAINTED STEEL
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ASTM A755
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SOFT LEAD
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3 LBS./SQ.FT.
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STAINLESS STEEL
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ASTM A240, 300 SERIES ALLOYS
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STEEL
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ASTM A924
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TERNE AND TERNE COATED STAINLESS
AutoCAD SHX Text TERNE COATING OF 40 LBS. PER DOUBLE BASE BOX, FIELD PAINTED WHERE APPLICABLE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
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ZINC
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0.027 INCH MINIMUM THICKNESS; 99.995% ELECTROLYTIC HIGH GRADE ZINC WITH ALLOY ADDITIVES OF COPPER (0.08%-0.20%), TITANIUM (0.07%-0.12%) AND ALUMINUM (0.015%).
AutoCAD SHX Text FOR SI: 1 OUNCE PER SQUARE FOOT = 0.305 kg/m , 1 POUND PER SQUARE FOOT = 4.882 kg/m , 2, 1 POUND PER SQUARE FOOT = 4.882 kg/m , 2, 1 INCH = 25.4 MM, 1 POUND = 0.454 kg. a. FOR GROUP U BUILDINGS, THE MINIMUM COATING THICKNESS FOR ASTM A653 GALVANIZED STEEL ROOFING SHALL BE G-60.
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TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
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55% ALUMINUM-ZINC ALLOY COATED STEEL
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ASTM A792 AZ 50
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5% ALUMINUM-ZINC ALLOY COATED STEEL
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ASTM A875 GF60
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ALUMINUM-COATED STEEL
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ASTM A463 T2 65
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GALVANIZED STEEL
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ASTM A653 G-90
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PRE PAINTED STEEL
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ASTM A755
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a. PAINT SYSTEMS IN ACCORDANCE WITH ASTM A755 SHALL BE APPLIED OVER STEEL PRODUCTS WITH CORROSION-RESISTANT COATINGS COMPLYING WITH ASTM A792, ASTM A875, ASTM A463 OR ASTM A653.
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AutoCAD SHX Text 1" R-5 ULTRA LITE FOUNDATION PANEL BY 'STYRO' OR APPROVED EQUAL ADHERED TO 2" RIGID INSULATION
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2" R-10 XPS RIGID INSULATION
AutoCAD SHX Text 1'-3" X 2'-6" SHALLOW CONCRETE TRENCH FOOTING WITH (2) #5 BARS BOTH TOP AND BOTTOM
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