| Date |
Text |
| 2001-01-08 00:00:00 | THE STRUCTURE NEEDS TO BE DESIGNED |
| | ACCORDING TO SBC 1997 OR ASCE 7 95.THE |
| | WIND ANALYSIS UPLIFT REPORT STATES ASCE |
| | 7 88 WAS USED. RECALCULATE USING ONE OF |
| | THE ABOVE DESIGN CRITERIA,1606 SBC 1997 |
| | |
| | PROVIDE PRODUCT APPROVAL FOR THE FRENCH |
| | DOORS PREPARED BY A RECONIZED AGENCY. |
| | IN LIEW OF THE ABOVE PROVIUDE SITE |
| | SPECIFIC ENGINEERING BEARING A ORIGINAL |
| | SIGNATURE AND RAISED SEAL. |
| | |
| | THE PROPOSED GAGRAGE DOOR IS NOT DESIGNE |
| | D TO WITHSTAND THE WIND PRESSURES. |
| | |
| | METRO DADE PRODUCT APPROVAL FOR THE |
| | OUTSWING DOOR, INCLUDE THE DRAWINGS |
| | SPECIFIED IN SECTION PARA 2.1.NOTE WE |
| | DO NOT ACCEPT BROWARD COUNTY PRODUCT |
| | APPROVAL FORMS. |
| | |
| | NEEDS COUNTY IMP[ACT FEES PAID. |
| | |
| | SEE MECHANICAL REVIEW COMMENTS. |
| | |
| | *************************************** |
| | 6/28/00PLANS STILL NOT DESIGNED TO |
| | REQUIRED DESIGN CRITERIA, ASCE 7-95 |
| | AND 145 MPH WIND ZONE***** |
| | PROVIDE DESIGN COMPLIANCE FORM AND |
| | CALCULATIONS USED FOR DETERMING THE WIND |
| | PRESSURES FOR THE EXTERIOR WINDOW |
| | OPENINGS WHICH ARE LOCATED IN THE END |
| | ZONES. ALSO INCLUDE WIND LOAD CALCULATIO |
| | FOR THE OVERHEAD GARAGE DOOR OPENINGS. |
| | ************************************** |
