| Date |
Text |
| 2004-07-12 00:00:00 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | [email protected] |
| | |
| | 1.)REGARDING THE SITE SPECIFIC PRODUCT |
| | APPROVALS: |
| | |
| | A. CERTIFICATE OF INDEPENDENCE REQUIRED, |
| | FAC9B-72.040(5)(G) IN ACCORDANCE WITH |
| | FAC9B-72.110. |
| | |
| | B. FAC9B-72.070(4)(A) REQUIRES THE |
| | ADDRESS OF THE MANUFACTURER. |
| | |
| | C. THE TEST REPORT FOR THE ROOF SYSTEM |
| | IS TO BE SEALED.PROVIDE THE LICENSE |
| | NUMBER FOR THE PE FAC61G15-23.002 |
| | (DONALD FLOOD, PE, TEST REPORT). |
| | |
| | D. THE SITE SPECIFIC PRODUCT APPROVALS |
| | SHOULD PROVIDE PRESSURE LIMITATIONS |
| | TO CORRELATE WITH THE PLANS. |
| | |
| | E.THE DOCUMENTATION WHICH HAS BEEN |
| | PREPARED BY OUT OF STATE ENGINEERS |
| | CANNOT BE SUBMITTED FOR PUBLIC RECORD. |
| | ENGINEERING MUST BE PREPARED BY A |
| | FLORIDA LICENSED ENGINEER. |
| | |
| | 2.)PLEASE PROVIDE THE CERTIFICATE |
| | OF AUTHORIZATION NUMBER FOR THE |
| | ENGINEERING FIRM ON EACH SHEET AS |
| | REQUIRED BY FAC61G15-23.002. |
| | |
| | 3.)WHERE HAVE THE DESIGN PRESSURES |
| | FOR WIND LOAD (S4) BEEN OBTAINED FROM? |
| | |
| | 4.)THE ROOF SITE SPECIFIC PRODUCT |
| | APPROVAL MAKES REFERENCE TO DESIGN |
| | PRESSURES ON THE PLAN, SHEET S4, OF |
| | -37.7 AND -44.7, BUT THIS IS NOT |
| | CONSISTENT WITH THE PRESSURES SHOWN |
| | ON THAT SHEET.PLEASE CLARIFY. |
| | |
| | 5.)PROVIDE THE ENCLOSURE |
| | CLASSIFICATION FBC1606.1.7(4) (2003 |
| | AMENDMENT).IF THIS BUILDING IS |
| | DESIGNED AS AN ENCLOSED BUILDING,PROVIDE |
| | PRODUCT INFORMATION FOR THE DOORS AND |
| | LOUVERS THAT ARE BEING REINSTALLED. |
| | |
| | 5.)WHEN RESUBMITTING, REPLACE ONLY |
| | SHEETS WHICH HAVE CHANGED.ALL SETS |
| | ARE TO BE BOUND (DO NOT SUBMIT LOOSE |
| | SHEETS).SUBMIT OLD SHEETS SEPARATELY |
| | FOR REFERENCE. |
| | |
| | 6.)PROVIDE DESIGN PRESSURE REQUIREMENT |
| | FOR THE WALL PANELS, FBC1606.1.7(5). |
