| Date |
Text |
| 2017-11-29 08:01:41 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL |
| | BUILDING PLANS EXAMINER |
| | [email protected] |
| | 561-805-6724 |
| | |
| | FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014) |
| | FBC B = FBC BUILDING |
| | FBC EB = FBC EXISTING BUILDING |
| | FBC A = FBC ACCESSIBILITY |
| | FBC EC = FBC ENERGY CONSERVATION |
| | |
| | 1. THE PRODUCT APPROVAL DID NOT PRINT CORRECTLY; THE |
| | RIGHT HALF OF THE PRODUCT APPROVAL WAS NOT INCLUDED. |
| | PLEASE RE-PRINT AND COLLATE TWO NEW PACKAGES. |
| | |
| | 2. THE ASSEMBY SELECTED HAS A DESIGN PRSSURE LIMITATION |
| | OF -45 WHICH DOES NOT MEET THE REQUIREMENTS FOR ZONES 2 |
| | AND 3 SPECIFIED BY ENGINEER OF RECORD ON PAGE S3 |
| | (Z1=-29.5, Z2=-56.28, Z3=-56.28), PROVIDE ENGINEERING |
| | FOR ENHANCED FASTENING (BUT ALSO SEE COMMENT #3). |
| | |
| | 3. BASED ON FBC B 1609 AND ASCE 7-10, DESIGN PRESSURES |
| | OF -37.9, -63.6 ARE REQUIRED FOR ZONES 2, 3 FOR A |
| | BUILDING WITH 15MRH (SUBJECT BUILDING HAS 18.5'MRH). |
| | DESIGN PRESSURES APPEAR LOW. SEE ENGINEER'S |
| | CALCULATIONS, (OUR PAGE 200 OF 235), APPEARS TO STATE |
| | ZONE 1 -39.50, ZONE 2 AND 3 -66.28 PSF. |
| | |
| | (ENGINEER'S CALCS - MECAWIND PRO, PROJECT NO 1707, |
| | DESIGNED BY MM - THIS CAN BE PROVIDED VIA EMAIL TO THE |
| | ENGINEER UPON REQUEST) |
| | |
| | TO ADDRESS - REVISE SHEET S-3 TO MAKE ROOF DESIGN |
| | PRESSURES CONSISTENT WITH CALCULATIONS, OR HAVE |
| | ENGINEER SEND EXPLANATION TO ME VIA EMAIL (AM I READING |
| | THE CALCULATIONS INCORRECTLY?) ALSO PLEASE CHECK ALL |
| | OTHER DESIGN CRITERIA ON THE PLAN AT THIS TIME AND |
| | REVISE IF NECESSARY. |
| | |
| | |
