HomeMy WebLinkAboutROOF PLAN - 22-00609 - 1158 Stone Dr - New SFRUP
8 :
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8 :
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SCISSOR TRUSS OVER LIVING AREA WITH
HEAL TO ACHIEVE ADEQUATE HEIGHT
AT STAIR OPENING TO UPPER LEVEL.
SCISSOR CHORD TO MATCH UPPER ROOF CHORD.
CEILING TRANSITION FROM FLAT TO SCISSOR
MAIN LEVEL
DN
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8 :
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OPEN FOR DORMER
UPPER LEVEL (BONUS)
4 X 8 HEADER TYP.,
UNLESS NOTED
CONT. MOISTURE
BARRIER BEYOND SOFFIT
TO TOP PLATE PER R 703.2
SIMPSON H2.5
@ EACH TRUSS
1/2" GYP TYP.
INSULATION
16" EAVE 2 X 2 NAILER
OPTIONAL SOFFIT
BOARD W/ VENTING
1 X 8 FASCIA
2 X 6 SUB FASCIA
MIN. 7/16" APA RATED SHEATHING
INSULATION BAFFLE AS REQ'D
ENGINEERED ROOF
TRUSSES @ 24" O.C.
ROOFING, VERIFY TYPE
EAVE DETAIL
SHEET:
SCALE:
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B
L
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C
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FO
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8
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3
5
3
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5
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DATE:
8/16/2022
ROOF PLAN
SCALE: 1/4" = 1'0"
ROOF NOTES:
1. THIS PLAN IS DESIGNED TO ACCOMMODATE PRE-MANUFACTURED WOOD TRUSSES.
ENGINEERING FROM THE TRUSS MANUFACTURER IS REQUIRED. THIS SHEET IS MEANT TO BE
USED AS A REFERENCE ONLY AND IS NOT MEANT TO BE USED AS A SUBSTITUTE FOR
MANUFACTURER DESIGN AND LAYOUT.
2. ALL TRUSSES ARE STANDARD PRE-MANUFACTURED @ 24" O.C.
3. ROOF VENTS PER CODE 1 SF OF VENTILATION PER 300 SF OF ATTIC SPACE PER IRC. ROOF
VENTILATION ACHIEVED THROUGH 2' GABLE VENTS TYP. AND 8" X 16" METAL SOFFIT VENTS
@ 8' O.C. AT SOFFITS TYP. ALSO ROOF VENTS 9" DIAMETER @ 8' O.C.
4. ROOF PITCH AS NOTED. 12" OVERHANG AT GABLE ENDS. 16" SOFFIT AT EAVES, U.N.O.
5. COORDINATE ANY NEWLY ESTABLISHED POINT LOADS (NOT DESIGNED FOR) AS CREATED
FROM THE FLOOR JOIST OR TRUSS PROVIDER WITH THE DESIGNER PRIOR TO POURING
FOUNDATION.
6. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN
ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS
FOR THE BUILDING AND THE INDIVIDUAL TRUSS DESIGN DRAWINGS. IN ABSENCE OF SPECIFIC
BRACING REQUIREMENTS, TRUSSES SHALL BE BRACED IN ACCORDANCE WITH ACCEPTED
INDUSTRY PRACTICES SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION
GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE
CONNECTED WOOD TRUSSES.
1/4" = 1'
5