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S-ALZ-': 10=4�►" NOV 2 5199
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CHECKED
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DATE
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,,.;;�uall►ni,�, NOTES:
L R C. ��'�• 1, THESE DESIGN PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE
•:- pQt..•""••.� ��'� STANDARDS ESTABLISHED IN SECTION 168-55.007. FLORIDA roe tuo.
�r f C� * ?�, �� ADMINISTRATIVE CODE. C 0)r7 ' 03 Z
• `,� 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN SHEET
_ y.. ACCORDANCE WITH SECTION 6. ANS/ASCE 7-88 -(JULY 18801 "MINIMUM
V O 1 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES TO ,
• = WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC,
Oct: WIND SPEED Oh 110 MPH. _
~:j: J. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR
•'• /' �� *� '' USE INCORPORATED INTO THE. DESIGN AND SPECIFICATIONS IN
• ''•' q, ••��• ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR
. �% t. E 0 BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2.
• ..l.... l^�
OF 3
SHEETS