| 2005-10-06 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1- NEED RECORDED NOTICE OF COMMENCEMENT. |
| | |
| | 2- ROLLAFLEX SHADE: |
| | A) EVEN THOUGH THIS PRODUCT IS NOT USED |
| | FOR HURRICANE MISSILE IMPACT PROTECTION, |
| | STILL IT NEEDS TO MEET THE DESIGN |
| | CRITERIA OF SEC. 1606 FBC 2001. PRODUCT |
| | WAS DESIGNED FOR 90MPH. NEED TO COMPLY |
| | WITH THE 140MPH WIND LOAD DESIGN |
| | PRESSURES. |
| | |
| | B) WIND LOAD TABLE 3.44 IS NOT PREPARED |
| | BY THE SAME ENGINEER WHO DESIGNED THE |
| | ROLLAFLEX SHADE. NEED TO BE SIGNED AND |
| | SEALED BY THE CONSULTING ENGINEER SHOWN |
| | ON THE TITLE BLOCK AT BOTTOM OF PAGE AS |
| | REQUIRED BY CHAPTER 471 FLORIDA |
| | STATUTES. |
| | |
| | C) WIND LOAD TABLE 3.44: CLARIFY WHY |
| | USING TRIBUTARY AREA OF 100S.F.SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | |
| | D) PROVIDE DETAILS AND SPECIFICATION FOR |
| | ANCHORING OF UPPER BOX SUPPORTING THE |
| | ROLLAFLEX SHADE WHEN IT'S IN OPEN |
| | POSITION. MUST RESIST WIND LOADS OF |
| | CHAPTER 16 FBC 2001. |
| | |
| | E) NUMBER OF SPANS ARE TWOACCORDING TO |
| | 90MPH WIND LOAD. REVISE NUMBER OF SPAN |
| | REQUIRED ACCORDING TO THE REVISED |
| | ENGINEER CALCULATIONS FOR 140MPH. SEE |
| | SHEET 2 OF 2.SECTION 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. |
| | |
| | F) ENGINEER TO PROVIDE ALL HIS |
| | INFORMATION ON SIGNED AND SEALED |
| | DRAWINGS AS REQUIRED BY CHAPTER 471 FL. |
| | STATUTES & FLORIDA ADMINISTRATIVE CODE |
| | 61G15-23.002. |
| | |
| | G) PROVIDE SPECS/DETAILS OF HOW IS THE |
| | SHADE OPENED/CLOSED. IS IT DONE MANUALLY |
| | OR POWERED?. SEC. 104.2.1.2 CITY |
| | AMENDMENTS TO FBC 2001. (ELECTRIC PERMIT |
| | REQUIRED FOR POWERED OPERATION) |
| | |
| | H) PROVIDE 2 ORIGINAL SIGNED AND SEALED |
| | DRAWINGS. NOT COPIES. CHAPTER 471 |
| | FLORIDA STATUTES. |
| | |
| | 3- IF THE INTENTION IS TO PROTECT ALL |
| | DWELLING OPENINGS, THEN CLARIFY WHY |
| | OPENING #1 IS NOT GOING TO BE PROTECTED. |
| | LEAVING OPENINGS WITHOUT PROTECTION |
| | (SPECIALLY A LARGE OPENING) DECEIVES THE |
| | PURPOSE OF PROTECTING THE DWELLING. |
| | DWELLING WILL BE PARTIALLY OPEN AND IF |
| | GLASS BRAKES IN OPENING #1, THEN THE |
| | OTHER SHUTTERS WILL PROVIDE NOT |
| | PROTECTION BECAUSE THEY MAY BE BLOWN |
| | AWAY BY THE THE INTERNAL PRESSURES. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712. |
