| 2005-08-19 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1- MINIMUM DESIGN PRESSURES SHALL BE |
| | 10PSF AS REQUIRED BY SEC. 2002.4 FBC |
| | 2001. SHEET #2 OF ENGINEERED DRAWINGS IS |
| | USING 6 PSF FOR ROOF BEAM. REVISE |
| | CALCULATIONS AND WIND LOADS CHART AND |
| | GENERAL NOTE #10. |
| | |
| | 2- ENGINEERED DRAWINGS TO CLEARLY |
| | SPECIFY CONNECTION OF ALUMINUM POSTS TO |
| | THE FOOTER. SPECIFY SIZE, NUMBER AND HOW |
| | MUCH EMBEDMENT IS REQUIRED FOR THE |
| | ANCHORS. SEC. 104.2.1.2 CITY AMENDMENTS |
| | TO FBC 2001. |
| | |
| | 3- ENGINEERED DRAWINGS TO SPECIFY SIZE |
| | OF STRUCTURAL GUTTER. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | |
| | 4- SHEET 3-B: MANSARD CHART CALLS FOR |
| | 2X10 BEAM SIZE TO SPAN 33"-9". PLANS |
| | CALL FOR 37'-0" TOTAL SPAN OF SCREEN |
| | ENCLOSURE. BEAM DOESN'T WORK. REVISE AS |
| | REQUIRED. |
| | |
| | 5- SCREEN ENCLOSURE LAYOUT TO INCLUDE |
| | ENGINEER'S TITLE BLOCK AS REQUIRED BY |
| | CHAPTER 471 FLORIDA STATUTES. |
| | |
| | 6- PROVIDE RECORDED NOTICE OF |
| | COMMENCEMENT. INFORMATION SUBMITTED WAS |
| | A COPY OF THE DEED, NOT THE NOC. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT (561)805-6712. |
