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<br /> SKYLIGHT
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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 />FOUNDATION PLAN
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<br />NOTES:
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<br />2'-0" OVERHANG
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<br />1. ROOF SLOPE SHALL BE 4: 12 UNLESS OTHERWISE NOTED
<br />2. TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN
<br />THE STATE OF FLORIDA. SUBMIT 4 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. CEILING HEIGHT IN ALL ROOMS TO BE 8'-0". EXCEPT WHERE
<br />OTHERWISE NOTED.
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<br />2' -0" OVERHANG
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<br />CRUN
<br />JOE YOUMANS
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<br />SC ALl:
<br />
<br />1/4" =- l' - 0"
<br />
<br />CHIlCUD a& APPROVED
<br />AAKAY ENGINEERING, INC.
<br />
<br />96-43
<br />
<br />SHEET 3 OF 4
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