| Date |
Text |
| 2001-09-04 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 01070072 |
| | 1000 S. DIXIE HWY |
| | FINFROCK CONSTRUCTION |
| | (407) 293-4000 |
| | |
| | SBC= STANDARD BUIULDING CODE |
| | SBC*= 1997 AMENDMENTS STANDARD BUILDING |
| | CODE |
| | |
| | 1)- SHEET A803 NOTES 1&2 GLAZED OPENINGS |
| | ARE TO MEET THE STANDARD BUILDING CODE |
| | FOR DETERMINING IMPACT RESISTANCE FROM |
| | WINDBORNE DEBRIS, SEE SSTD-12-97. THE |
| | CITY DOES RECONIZE THE DADE COUNTY PRO- |
| | DUCT TESTING REPORTS. |
| | |
| | 2)- SHEETS A3-302 THE DETAIL INDICATES |
| | THERE IS A LAUNDRY WITH DRYERS, THE MISS |
| | ING INFORMATION ON THE CHASE FOR THE DRY |
| | ER VENTS. RESPONCE SEE HILL-YORK DRAW- |
| | INGS. SHEET AC-5 DOES NOTE THAT THERE |
| | WILL BE A 2 HR. CHASE BY G. C.WHAT IS |
| | THE U.L. LISTING OR GYPSUM ASS.#? |
| | |
| | 3)- SBC 1606.4.1 / 1707.4.1 THE CODE RE- |
| | QUIRES GLAZED OPENINGS TO HAVE LARGE |
| | MISSLE IMPACT TESTING FOR THE FIRST 30' |
| | OF ELEVATION, ABOVE THIS HEIGHT WILL BE |
| | SMALL IMPACT TESTING REQUIRED. A PROVISO |
| | CAN BE WRITTEN THOUGH A SEPERATE PERMIT |
| | AND FEES WILL BE REQUIRED.(3 COPIES OF |
| | REPORT WILL BE REQUIRED. |
| | |
| | 4)- SBC 1606.2.6.2/ 1707.5 CLAY TILE & |
| | CEMENT TILE WILL ALSO REQUIRE THE PRO- |
| | DUCT TESTING REPORTS (3 COPIES). |
| | |
| | 5)- FLORIDA STATE STATUTE553.79 (5)(A) |
| | THRESHOLD BUILDING INSPECTION PLAN FROM |
| | THE ENGINEER OR ARCHETECT OF RECORD WILL |
| | BE REQUIRED BEFORE THE ISSUANCE OF THE |
| | BUILDING PERMIT. THE PURPOSE OF THE |
| | STRUCTURAL INSPECTION PLAN IS TO PROVIDE |
| | SPECIFIC INSPECTION PROCEDURES AND |
| | SCHEDULES SO THAT THE BUILDING CAN BE |
| | ADEQUATELY INSPECTED FOR COMPLIANCE WITH |
| | THE PERMITTED DOCUMENTS. |
| | |
| | 6)- THREE SETS OF PLANS WILL BE REQUIRED |
| | BEFORE THE ISSUANCE OF THE PERMIT. |
| | |
| | 7)- PLANS WILL NEED COUNTY IMPACT FEE |
| | STAMP AND RECEIPT. |
| | |
| | 8)- RADON FEES TO CITY $2323.54 |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 X 8412 |