HomeMy WebLinkAbout05050111.19O
a
0
0
0
0
W
0
0
in
a
0
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0.
GABLE END FRAMING TO BE
16 GA - 6" METAL STUDS.
SEE ARCH. DRAWINGS
FOR DETAILS
MANSARD ROOF FRAMING PLAN A(
SCALE: 1/8" = 1' -0"
NOTES:
1. TRUSS BEARING ELEVATION 116' -10 ", U.N.O.
REFERENCE FINISHED FLOOR ELEVATION = 100' -0" U.N.Q. (U.S.G.S. 894.65').
2. INDICATES ROOF SNOW DRIFT LOADING AND LOCATIONS.
3. PROVIDE (2) - HGA10 HURRICANE TIES AT TRUSS GIRDER BEARING. FASTEN
TO 2x6 NAILER ON W6x15 BEAM.
4. PROVIDE VERTICAL 2x FRAMING MEMBERS AND BRACING AT 24" O.C. FOR
SHEATHING ATTACHMENT.
5. MANSARD WALL SHEATHING PER SCHEDULE. SEE SHEET SO.1.
6. INDICATES UNIFORM SNOW DRIFT LOAD OF 40 PSF.
7. INDICATES TRUSS BEARING LOCATIONS.
NOTE 7
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TITLE
MANSARD ROOF
FRAMING PLAN
S2.2