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<br />4'-0" STRUCTURAL SHEAT1-HNG
<br />
<br />MInImum 1/1b" wood structural panel sheathIng wIth
<br />all edges fastened to framIng or blockIng wIth 8d
<br />naris at b" O.c. along edges and 12" o.c. In the fIeld.
<br />h I,," 4""
<br />MinImum braced wall panel lengt var~ <:.> - <:.>.
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<br />CONTINUOUSL'Y SHEATHED PER
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<br />G.C. TO VERIF'Y AND APPROVE
<br />SHEATHING SCHEDULE PRIOR TO CONSTRUCTION
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<br />(1)
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<br />GENERAL STRUCTURAL NOTES
<br />
<br />Double top plates are requIred over all studs and
<br />headers. The end Joint offset between the two top
<br />plates shall be at least 2 stud spaces. Joints In the
<br />top plates shall be Installed onl~ over studs. The two
<br />top plates shall be narled together wIth a mInImum of
<br />(3) 12d x 3" naris or (2) lbd x 3-114" naris."
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<br />6ottom wall plates shall be fastened to the floor
<br />s~stem wIth a minImum of (2) 12d x 3" naris through
<br />the bottom plate Into the floor JoIst below."
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<br />FRONT ELEVATION
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<br />RIGl-iT ELEVATION
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<br />SCALE, 1/4!! " l'~OIl
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<br />SCALE: l/4" '" 1'-0"
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<br />REAR ELEVATION
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<br />LEFT ELEVATION
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<br />SCALE, 1/4" '" l'wO"
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<br />SCALE, 1/4u .. 1'-011
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<br />2Xb SU6 FASCIA
<br />ALUMINUM SOFFIT
<br />12" EAVE 0.1-1.
<br />12" GA6LE O.H.
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<br />T'YP. TRUSS ROOF:
<br />ARCHITECTURAL SHINGLES
<br />IS- FELT PAPER
<br />112" ROOFING OS6 'H' CLIPS
<br />TRUSSES 121 24" O.c.
<br />2x4 TRUSS 6RACING
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<br />e'-l-I/e" TALL WALLS
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<br />T'YP. 2X4 GARAGE WALL
<br />s/e" TI-II SIDING
<br />T'YVEK HOUSE WRAP
<br />2X4-e' STUDS Ib" O.C.
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<br />ANCH. 60L TS
<br />48" O.C
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<br />PT. 60T. PLATE
<br />WI SILL SEALER
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<br />1'-4"
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<br />T'YPICAL GARAGE FLOOR:
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<br />3" CONCRETE SLA6 clw
<br />FI6RE MESH REINFORCEMENT
<br />b mIl POL'Y VAPOR 6ARRIER
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