Date |
Text |
2010-04-05 10:48:27 | BUILDING PLAN REVIEW |
| PERMIT: 10010306 |
| ADD: 1301 SUMMIT BLVD |
| CONT: WESLEY CONSTRUCTION CO. |
| TEL: (561)310-5834 |
| |
| FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| W/ 2009 FBC SUPPLEMENTS |
| * WEST PALM BEACH AMENDMENTS |
| |
| MONDAY APRIL 05/2010 |
| BUILDING APPROVED WITH EXCEPTION! |
| THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO |
| CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO |
| INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE |
| ASSESSMENT OF RE-INSPECTION FEE(S). |
| |
| 1) FLOOD ZONE CERTIFICATE REQUIRED AFTER SLAB IS |
| POURED, MINIMUM SLAB HEIGHT OF 12'-6" NGVD A-7 FLOOD |
| ZONE. FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF |
| ORDINANCES SECTION 94-546. STRUCTURE IS LOCATED IN AN |
| "A" FLOOD ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE |
| REQUIRED. |
| |
| FEMA FORM OMB NO. 1660-0008 EXPIRES: |
| MARCH 31, 2012. |
| FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR |
| USE, EFFECTIVE MARCH 16, 2009, THROUGH MARCH 31, 2012. |
| THE NEW EC WILL BE PHASED IN ON A VOLUNTARY BASIS UNTIL |
| MARCH 31, 2010. ALTHOUGH THE OLD VERSION OF THE FORM IS |
| NO LONGER AVAILABLE FOR DISTRIBUTION, EXISTING COPIES |
| MAY BE USED UNTIL MARCH 31, 2010. ELEVATIONS CERTIFIED |
| ON OR AFTER APRIL 1, 2010, MUST BE SUBMITTED ON THE NEW |
| FORM. |
| |
| ADDITIONAL INFORMATION ON THE DIFFERENCES, THE NEW |
| FORM, AND INSTRUCTIONS ARE AVAILABLE AT: |
| HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| |
| 2) ROOFING PERMIT WILL REQUIRE A SEPARATE REVIEW AND |
| ASSOCIATED FEES. NOTE, CALCULATIONS FOR WIND PRESSURE, |
| EXPOSURE "C" WERE SUBMITTED BY TUMAY CONSULTING |
| ENGINEERS, INC FOR THE MWFRS AS WELL AS FOR COMPONENTS |
| AND CLADDING PROVIDING THE POSITIVE AND NEGATIVE |
| PRESSURES FOR THIS STRUCTURE BUT NO ENHANCED FASTENING |
| CALCULATIONS WERE SUBMITTED (RAS 117) FOR THE AMOUNT OF |
| FASTENERS REQUIRED PER ROW AND AMOUNT OR ROWS. |
| MIAMI-DADE NOA: 08-0227.09 |
| CERTAIN TEED MODIFIED BITUMEN ROOFING SYSTEMS OVER WOOD |
| DECK |
| PAGE 38 HIGHLIGHTED |
| MAXIMUM DESIGN PRESSURE -60PSF (SEE GENERAL LIMITATION# |
| 7). |