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<br />. <br /> <br />WilliAM l. STOOPS REGISTERED ARCHITECT <br /> <br />5331 COMMERCIAL WAY SPRING HILL FLORIDA 34606 (904) 596-1954 <br /> <br />December 12, 1994 <br /> <br />BILL POE CONSTRUCTION <br />PAS: 9819 <br /> <br />WIND RESISTANT-GENERAL NOTES <br /> <br />1. The Contractor must send one set of truss construction <br />Drawings and calculations to Architect for review. <br /> <br />2. It is the intent of these Drawings and Specifications to <br />address all uplift points and areas. If tie downs are <br />not indicated, call Architect for tie down selection. <br /> <br />3. All calculations and data is based upon 100 MPH wind and <br />the set of plans furnished by Contractor. Any changes <br />from same will void WIND RESISTANT DESIGN. <br /> <br />4. Wind Resistant Detail Drawings A-I and A-2 must be <br />followed in all circumstances. These Drawings shall <br />be used in conj unction wi tb the Builders Drawings as <br />presented to the Architect for the preparation of <br />Wind Resistant Designs. <br /> <br />5. The Wind Resistant Details must be submitted with <br />Builders Drawings to the Building Department when <br />applying for a permit. <br /> <br />6. I hereby certify that I have reviewed the attached design <br />and found it to be in compliance with Section 1205 of the <br />Standard Building Code. <br /> <br />~ ~ ~,. <br /> <br />Wl lam L. Stoops <br />Registered Architect <br /> <br />FL. REG. NO. AR 000 4698 <br />PA REG. NO. RA-003070-X <br /> <br />NCARB CERTIFICATE NO.7 491 <br />THRESHOLD INSPECTOR NO. 900 <br />