Date |
Text |
2010-10-06 10:08:54 | RESIDENTIAL (R3) ADDITION, BUILDING REVIEW CHECKLIST. |
| 2007 FBC WITH 2009 REVISIONS. |
| |
| 1- PROVIDE SURVEY OR SITE PLAN SHOWING EXACT LOCATION |
| OF PROPOSED ADDITION TO VERIFY COMPLIANCE WITH THE |
| EXTERIOR WALL LOCATION OF SEC. R302 OF 2007 FLORIDA |
| RESIDENTIAL CODE. |
| |
| 2- BRING PLANS TO PALM BEACH COUNTY (2300 N. JOG RD) TO |
| VERIFY IF IMPACT FEES ARE DUE. BRING BACK STAMPED PLANS |
| AND COPY OF PAID RECEIPT IF FEES ARE DUE. |
| |
| 3- NEED RECORDED NOTICE OF COMMENCEMENT AS REQUIRED BY |
| SEC. 713.13 FLORIDA STATUTE. |
| ***NOTE: THIS MAY BE RECORDED AT TIME OF PERMIT PICK |
| UP. |
| |
| 4- ENERGY CALCULATIONS: |
| A) TABLE 11B-1 ON BACK SHEET OF FORM 1100B-08 SUBMITTED |
| REQUIRES CEILING INSULATION TO BE R-30. THE INSTALLED |
| VALUE SHOWN IS R-19. INSTALLED VALUE NEED TO MEET OR |
| EXCEED THE R VALUE SHOWN ON THE PERFORMANCE CRITERIA |
| COLUMN. REVISE AS REQUIRED. |
| B) R VALUES SHOWN ON ALL PLANS AND DETAILS TO MATCH |
| INFORMATION PROVIDED ON THE ENERGY CALCULATIONS. |
| COORDINATE AS REQUIRED. |
| |
| 5- PROVIDE PRODUCT APPROVAL (2COPIES) AS REQUIRED BY |
| DCA RULE 9B-72 FOR: |
| A) PRECAST LINTELS AS SPECIFIED ON PLANS. |
| B) STRUCTURAL SIMPSON CONNECTORS SPECIFIED ON PLANS. |
| |
| 6- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| ALL PRODUCT APPROVALS PRIOR TO SUBMITTAL. SEC. 106.3.3 |
| CITY AMENDMENTS TO FBC. |
| |
| 7- FLAT ROOF PRODUCT APPROVAL SUBMITTED: |
| A) ACCORDING TO THE MIAMI-DADE WEBSITE THE NOA |
| 07-0730.03 SUBMITTED WAS SUPERSEDED. NEED TO PROVIDE |
| CURRENT NOA. |
| B) CLEARLY MARK ON NOA SUBMITTED SPECIFIC APPROVED |
| ASSEMBLY TO BE INSTALLED. |
| C) PROVIDE THE RAS 117 CALCULATIONS FOR NAIL ENHANCING |
| AT PERIMETER AND CORNER AREAS AS REQUIRED BY GENERAL |
| LIMITATION #7 ON LAST PAGE OF NOA SUBMITTED. IF NOA |
| REQUIRES THESE CALCULATIONS TO BE SIGNED AND SEALED, |
| THEN, PROVIDE SIGNED AND SEALED RAS 117 CALCULATIONS. |
| ***NOTE: APPROVED ASSEMBLIES THAT ARE LIMITED BY |
| GENERAL LIMITATION #9 CAN'T BE USED IN THIS AREA. |
| |
| 8- STORM SHUTTERS: |
| A) PROVIDE COMPLETE INSTALLATION SCHEDULE. |
| B) CLEARLY MARK ON SHUTTERS DRAWINGS SPECIFIC MOUNTING |
| CONDITIONS (EX: WALL MOUNTED, BUILD OUT, ETC) AND |
| SPECIFIC ANCHOR TYPE AND SPACING TO BE USED TO VERIFY |
| COMPLIANCE WITH THE DESIGN PRESSURES OF SEC. R301. |
| |
| 9- SHEET A-1.0: GENERAL NOTE #7 CALLS FOR 2000PSF SOIL |
| BEARING CAPACITY, WHILE DESIGN PARAMETERS NOTE CALLS |
| FOR 2500PSF SOIL BEARING CAPACITY. REVISE AS REQUIRED |
| TO MATCH. |
| |
| 10- SHEET A-2.0: |
| A) SPECIFICATIONS FOR ROOF SHEATHING ON PROPOSED ROOF |
| FRAMING PLAN, COMPONENTS AND CLADDING PRESSURES ZONES, |
| PLYWOOD ROOF SHEATING NOTES, DETAIL F, SECTION S-1, |
| SECTION S-2 AND TYPICAL WALL SECTION DON'T MATCH. |
| REVISE TYPE PLYWOOD THICKNESS AND NAIL TYPE AND SPACING |
| TO MATCH. COORDINATE AS REQUIRED. |
| |
| B) REVISE PLYWOOD SHEATHING NOTE "C": ZONE 1 EXPOSURE |
| CAN'T BE ASSUMED FOR ALL ROOF ZONES. |
| |
| JULIO GOMEZ |
| COMMERCIAL COMBINATION PLANS EXAMINER |
| (561)805-6712 |
| |