| Date |
Text |
| 2011-05-06 16:18:37 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 [email protected] |
| | FBC FLORIDA BUILDING CODE 2007 |
| | FBC R FLORIDA BUILDING CODE 2007 RESIDENTIAL |
| | |
| | 1. PLEASE EXPLAIN HOW THE PROPOSED GABLE END BRACING |
| | DETAIL WILL RESIST NEGATIVE WIND PRESSURES, SHEET SK-1. |
| | THE BRACING DETAIL DOES NOT EXTEND TO THE GABLE END |
| | WALL, BUT APPEARS TO PROVIDE BRACING AT THE 2ND AND 3RD |
| | TRUSSES. BLOCKING IS SHOWN AT THE TOP, NONE SHOWN |
| | GRAPHICALLY AT THE BOTTOM BUT IS REFERRED TO AS |
| | EXISTING. IT IS NOT CLEAR HOW (OR WHETHER) THE 2X4 TOP |
| | AND BOTTOM BLOCKING WILL PROVIDE CONTINUITY TO THE |
| | PROPOSED X BRACE BETWEEN THE 2ND AND 3RD TRUSSES IN |
| | ORDER TO RESIST SUCTION PRESSURES. NOTE THAT THE |
| | TPI/WTCA BCSI 1-06 (PRODUCED JOINTLY BY THE WOOD TRUSS |
| | COUNCIL OF AMERICA AND TRUSS PLATE INSTITUTE) DETAIL |
| | EXTENDS FROM GABLE END WALL BACK 8' (FOUR TRUSSES). |
| | PLEASE REVISE DETAIL OR PROVIDE INFORMATION TO SHOW HOW |
| | THIS INFORMATION WILL RESIST NEGATIVE PRESSURES. |
| | |
| | 2. TRUSS REPAIR DETAIL, SHEET SK-2, PLEASE SPECIFY |
| | TRUSS PLATE. STRUCTURAL COMPONENTS TO HAVE FLORIDA |
| | STATE OR LOCAL PRODUCT APPROVAL, FAC9N-3. |
| | |
| | 3. THE CERTIFICATE OF AUTHORIZATION FOR THE ENGINEERING |
| | COMPANY, WARREN J. VON WERNE, PE, INC. IS NULL AND |
| | VOID. PLEASE EITHER REMOVE FROM TITLE BLOCK OR ACTIVATE |
| | THE COFA WITH FBPE, FS471, FAC61G15-23.002. ALSO PLEASE |
| | INCLUDE THE PRINTED NAME OF THE INDIVIDUAL WHO IS |
| | SEALING THE PLAN SO THE TITLE BLOCK WILL BE IN |
| | ACCORDANCE WITH FS471. |
| | |
| | 4. PLEASE REVISE PLANS TO INCLUDE WIND DESIGN CRITERIA, |
| | FBC1603.1.4. |
| | |
| | |
| | |
