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 |