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<br />THIS BUILDING IS DESIGNED TO CON-
<br />FORM TO CHAPTER 16, SECTION 1606
<br />OF THE 1994 STANDARD BUILDING CODE
<br />FOR 100 M.P.H WIND LOADS.
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<br />NOTES:
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<br />96-43
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<br />2'-0" OVERHANG
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<br />1, ROOF SLOPE SHALL BE .: 12 UNLESS OTHERWISE NOTED
<br />2, TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN
<br />THE STATE Of" FLORIDA. SUBMIT . COPIES OF SHOP DRAWINGS
<br />AND DESIGN CALCULATIONS. ALL SIGNED AND SEALED BY THE
<br />DESIGN ENGINEER fOR APPROVAL PRIOR TO fABRICATION Of THE
<br />TRUSSES,
<br />3. TRUSS MANUFACTURER TO VERIFY ALL DIMENSIONS WITH THE
<br />CONTRACTOR.
<br />4, THE ROOF PLAN ON THIS SHEET SHOWS THE DESIGN INTENT, THE
<br />ACTUAL LAYOUT SHALL BE DETERMINED BY THE TRUSS MANU-
<br />fACTURER AND REPRESENTED ON HIS SHOP DRAWINGS,
<br />5, TRUSSES SHALL BE DESIGNED TO CONFORM TO THE CURRENT
<br />STANDARD BUILDING CODE.
<br />6. TRUSS MANUFACTURER SHALL CONFIRM ALL TRUSS CONNECTION
<br />REQUIREMENTS.
<br />7. CEIUNG HEIGHT IN ALL ROOMS TO BE 8'-<f. EXCEPT WHERE
<br />OTHERWISE NOTED.
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<br />JOE YOUMANS
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<br />AAKAY ENGINEERING, INC.
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