HomeMy WebLinkAboutA3.2 Roof Framing PlanOA1E
3/01/04
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PROJECT NO.
02074
ORA* Q S
PLOT SCALE
114 1 O
1/ 4" 1' -0'
Fla NAME
02074A3,2
ROOF
FRAMING PLAN
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L" T 24. .C.
ROO TRUSS
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LOAD B: RING W LL
A RING *ALL
R OF TRUSS r AT 24" O.C
S BELO
ELEVATOR SHAFT WALL AT
MODIFY BOTTOM CHORD OF
S AS REQUIRED TO OVER
AFT
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24' -0"
0
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4
S
0
N
0
1' -10 1 /2' OVERHANG
1' -10 1/2" OVERHANG
71' -2' OUT TO OUT OF STUDS)
ROOF FRAMING PLAN
1/4" l,_O„
1' -10 1/2" OVERHANG
1' -10 1/2° OVERHANG
a
N
0
a
0
NORTH
TRUSS NOTES:
TOP AND BOTTOM CHORD NO. 2 DENSE DRY SOUTERN PINE.
OR AS REQUIRED.
2, WEB MEMBERS 2X4 NO. 3
OR AS REQUIRED.
S FIR OR PINE,
3, TRUSS DESIGN SHOWN IS SUGGESTED METHOD Y. FINAL TRUSS
CONFIGURATIONS AND CONNECTIONS SHALL BE DETERM NED BY TRUSS
MANUFACTURER.
7. DESIGN CRITERIA: LIVE LOAD 25 PSF
ROOF TRUSSES DEAD LOAD 15 PSF
GENERAL NOTES:
TOTAL LOAD 40 PSF
4. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE DESIGN CALCULATIONS
AND DRAWINGS CERTIFIED BY A STRUCTURAL ENGINEER LICENSED BY
THE STATE OF INDIANA TO THE ARCHITECT FOR APPROVAL
5. TRUSS DESIGN IS BASED ON 24' O.C. TYPICAL SPACING.
ALL STRUCTURAL ELEMENTS SHALL BE DESIGNED AND INSTALLED IN
ACCORDANO WITH THE REQUIREMENTS OF SEISMIC ZONE 1.
a PROVIDE ATTIC SPACE DRAFT STOPS OF 7/16' O.S.B. SHEATHING
AT LOCATIONS INDICATED ON ROOF FRAMING PLAN
FRAMING NOTES:
1 ALL STUDS SHALL BE CONSTRUCTION GRADE OR BETTER.
2. PROVIDE AND INSTALL SIMPSON TYPE H 2.5 ROOF TRUSS ANCHORS
AT EACH ROOF TRUSS.
3. ALL WINDOW AND DOOR HEADERS ARE (3) 2X8'S WITH 1/2'
PLYWOOD SPACER UNLESS SPECIFICALLY NOTED OTHERWISE.
PROVIDE ENGINEERED GIRDER OR BEAM AT INDENTED LOCATIONS.
BY
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