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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.
<br />
<br />NOTES:
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<br />1. ROOF SLOPE SHALL BE 6: 12 UNLESS OTHERWISE NOTED
<br />2. TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN
<br />THE STATE OF FLORIDA. SUBMIT 4 COPIES 0"," 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. CEILING HEIGHT IN ALL ROOMS TO BE 8'-0".
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<br />CHJ:l;DD " APPROVED
<br />DALE TANNER
<br />
<br />96-36
<br />
<br />SHEET 6 OF 7
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<br />
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