| Date |
Text |
| 2003-12-10 00:00:00 | DENIED |
| | |
| | 1) SUBMIT THE SUBSURFACE SOIL REPORT FOR |
| | THE PROJECT SIGNED AND SEALED BY THE |
| | SOIL ENGINEER, SEE FBC 1804.2.2 AS |
| | AMENDED BY THE CITY OF WPB. |
| | |
| | 2) PLANS WERE SUBMITTED FOR BOTH A RIGHT |
| | AND LEFT MODEL. SUBMIT ENERGY CALCS. FOR |
| | BOTH MODELS. |
| | |
| | 3) PLEASE REVISE THE GLASS BLOCK |
| | INSTALLATION DETAIL ON SHEET 2 TO |
| | COMPLY WITH MANUFACTURER'S INSTALLATION |
| | FOR ONE HOUR FIRE RATED GLASS BLOCK. |
| | |
| | 4) THE DIMENSIONS FOR THE FIXED GLASS |
| | TRANSOM ABOVE THE FRONT DOOR ARE |
| | REVERSED. PLEASE CORRECT. |
| | |
| | 5) REVISE THE FASTENING NOTE FOR THE |
| | HIGH RIB METAL LATH ON THE CEILING AT |
| | THE REAR PORCH SECTION ON SHEET 4. THE |
| | FASTENERS ARE REQUIRED TO PENETRATE THE |
| | FRAMING A MINIMUM OF 1-3/4", THEREFORE, |
| | A 2" NAIL WOULD BE REQUIRED. SEE ASTM C |
| | 1063. |
| | |
| | 6) THE PRODUCT APPROVALS FOR THE |
| | BENCHMARK DOOR IS PENDING STATE APPROVAL |
| | A LOCAL PRODUCT APPROVAL FORM FROM THE |
| | CITY OF WPB IS REQUIRED ALONG WITH THE |
| | METRO-DADE NOA. |
| | |
| | 7) THE GLASS BLOCK WILL REQUIRE CITY |
| | PRODUCT APPROVAL FORM WITH A MIAMI-DADE |
| | NOA. |
| | |
| | 8) WRONG STATE PRODUCT APPROVAL COVER |
| | SHEET WAS SUBMITTED FOR THE ALL AMERICAN |
| | SHUTTERS. |
| | |
| | 9) SUBMIT THE APPROPRIATE STATE COVER |
| | SHEETS LISTING THE SPECIFIC WINDOW AND |
| | DOOR MODELS THAT WILL BE INSTALLED IN |
| | THE STRUCTURE. PROVIDE THE APPROPRIATE |
| | INSTALLATION INFORMATION, LIMITATIONS, |
| | TEST INFORMATION AS REQUIRED BY RULE 9B- |
| | 72. |
| | |
| | 10) SUBMIT THE APPROPRIATE CITY FORM |
| | AND THE INFORMATION REQUIRED FOR |
| | EVALUATION REPORT SUBMITTALS FOR LOCAL |
| | PRODUCT APPROVAL,PER RULE 9B-72.040(5) |
| | FOR THE COLLIER GARAGE DOORS. |
| | |
| | 11) TRUSSES: THE WRONG CODE INFORMATION |
| | IS LISTED ON THE TRUSS DRAWINGS. CHANGE |
| | SBC TO FBC. PROVIDE TRUSS LAYOUTS FOR |
| | BOTH THE RIGHT AND LEFT MODELS. THE |
| | TRUSS LAYOUT IS TO BE SIGNED AND SEALED |
| | BY THE TRUSS ENGINEER AND REVIEWED AND |
| | APPROVED BY THE DESIGNER OF RECORD AND |
| | SO NOTED ON THE DRAWINGS. THE BOTTOM |
| | CORD LIVE LOAD IS LISTED ON THE TRUSS |
| | DRAWINGS AND LAYOUT AS 0. THE FBC |
| | REQUIRES A 10 PSF BOTTOM CORD LIVE LOAD |
| | FOR ATTICS WITHOUT STORAGE. SEE FBC |
| | TABLE 1604.1. |
| | |
| | 12) THE UPLIFTS FOR TRUSSES GRE-DH AND |
| | GRC EXCEED THE UPLIFTS OF THE SPECIFIED |
| | TRUSS CONNECTORS. PLEASE REVISE. THE |
| | CENTER POINT BEARING UPLIFT IS 3587# FOR |
| | GRE-DH AND 1202# AT BEARING PT. 10 OF |
| | GRC. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
