| 2010-03-08 08:57:59 | ****CORRECTIONS**** |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 [email protected] |
| | FBC FLORIDA BUILDING CODE 2007 |
| | FBC R FLORIDA BUILDING CODE 2007 RESIDENTIAL |
| | |
| | 1. THE INSTALLATION SCHEDULE IS NOT CONSISTENT WITH THE |
| | INFORMATION HIGHLIGHTED ON THE PRODUCT APPROVAL, AND |
| | DOES NOT COMPLY WITH THE MINIMUM REQUIREMENTS OF THE |
| | PRODUCT APPROVAL. FOR INSTANCE: |
| | |
| | A. 2" EDGE DISTANCE SPECIFIED, SEE SHEET 9 - THIS |
| | REQUIRES A .50 FACTOR (MULTIPLY ANCHOR SPACING ON THE |
| | CHART BY .50). |
| | |
| | B. SEE SHEET 9, SOLID SET HIGHLIGTED, BUT NOT SPECIFIED |
| | ON THE "SPECIFIC ANCHOR TYPE". ONE OF THE OPTIONS ON |
| | THE PRODUCT APPROVAL MUST BE USED OR ENGINEERING |
| | PROVIDED. |
| | |
| | C. "+-40 OR LESS" CHART WAS USED, BUT DESIGN PRESSURES |
| | REQUIRED EXCEED -40 FOR SOME OPENINGS. SEE SHEET 10 - |
| | THESE CHARTS SHOULD BE USED FOR DESIGN PRESSURES |
| | BETWEEN -40 AND -60. THE CHART USED ON SHEET 9 WOULD BE |
| | COMPLIANT ONLY FOR OPENINGS SUCH AS 1, 2, 5, ETC. WHERE |
| | NEGATIVE DESIGN PRESSURES ARE LESS THAN 40. |
| | |
| | D. IT IS NOT CLEAR WHICH CONNECTION TYPE IS PROPOSED. 7 |
| | (TOP) AND 7(BOTTOM) ARE HIGHLIGHTED; PLEASE CONFIRM. |
| | THIS CONNECTION TYPE IS NOT ALLOWED FOR SOLID SET, |
| | MASONRY SUBSTRATE. A SUBSTRATE IS "MASONRY" IF IT IS A |
| | FILLED CONCRETE BLOCK. IF "CONCRETE" IS SPECIFIED, |
| | INFORMATION REGARDING HOW THIS SUBSTRATE HAS BEEN |
| | CONFIRMED WILL BE REQUIRED (FORMED AND POURED TIE BEAM |
| | RATHER THAN BOND BEAM). |
| | |
| | DUE TO CONFLICTING INFORMATION PROVIDED (INSTALLATION |
| | SCHEDULE DOES NOT MATCH INFORMATION ON PRODUCT |
| | APPROVAL) A COMPLETE REVIEW CANNOT BE DONE AT THIS |
| | TIME. PLEASE CHECK ALL INFORMATION PRIOR TO |
| | RESUBMITTAL. |
| | |
