| 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, WIND LOADS CHART AND |
| | GENERAL NOTE #10. |
| | |
| | 2- APPLICATION CALLS FOR 18"X14" FOOTER, |
| | WHILE PLANS CALL FOR 12"X12". |
| | INFORMATION NEED TO MATCH AND SPECIFY |
| | FOOTING REINFORCEMENT. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | |
| | 3- ENGINEERED DRAWINGS TO SPECIFY |
| | CONNECTION OF ALUMINUM POST 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. |
| | |
| | 4- ENGINEERED DRAWINGS TO SPECIFY SIZE |
| | OF STRUCTURAL GUTTER. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | |
| | 5- SCREEN ENCLOSURE LAYOUT SHEET TO |
| | INCLUDE ENGINEER'S TITLE BLOCK AS |
| | REQUIRED BY CHAPTER 471 FLORIDA STATUTE. |
| | |
| | 6- OWNER TO PROVIDE PROOF OF OWNERSHIP. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT (561)805-6712. |
