| Date |
Text |
| 2002-05-29 00:00:00 | BUILDING DENIED |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) INDICATE THE APPLICABLE INTERNAL |
| | PRESSURE COEFFICIENT ON THE PLANS AS |
| | REQUIRED BY 2001 FBC SEC. 1606.1.7. |
| | |
| | 3) THE STRUCTURE IS LOCATED IN AN "A8" |
| | FLOOD ZONE. AN ELEVATION CERTIFICATE |
| | WILL BE REQUIRED. |
| | |
| | 4) THE ENERGY CALCULATIONS ARE REQUIRED |
| | TO BE SIGNED BY THE OWNER/AGENT. |
| | |
| | 5) PROVIDE SOIL BEARING TEST REPORT PER |
| | CITY OF WPB AMENDMENTS TO 2001 FBC SEC. |
| | 1804.2.2. |
| | |
| | 6)PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - FRONT DOOR (THE ONE SUBMITTED IS |
| | LIMITED TO DOORS WITH SIDELITES) |
| | - STRUCTURAL WINDOW MULLIONS |
| | - GLASS BLOCK ( NEED SBCCI OR METRO-DADE |
| | APPROVALS OR SITE SPECIFIC ENGINEERING ) |
| | |
| | 7) THE GLASS BLOCK LOCATED IN THE WALL |
| | ON THE ZERO LOT LINE IS REQUIRED TO HAVE |
| | A ONE HOUR FIRE RATING. |
| | |
| | 8)PROVIDE A KEY PLAN AND AN INSTALLATION |
| | SCHEDULE FOR THE STORM PANELS. INDICATE |
| | THE TYPE OF FASTENERS THAT WILL BE USED. |
| | |
| | 9) SHEET A2 MAKES REFERENCES TO SEVERAL |
| | CODES THAT WERE REPLACED BY THE FLORIDA |
| | BUILDING CODE 2001 EDITION. PLEASE |
| | UPDATE THESE REFERENCES. |
| | |
| | 10) THE SH24 WINDOW IN THE SECOND FLOOR |
| | MASTER SUITE WILL NOT PROVIDE THE 24" |
| | NET CLEAR OPENING HEIGHT REQUIRED FOR |
| | EGRESS BY 1005.4.4 OF THE FBC. |
| | |
| | 11) THE ONE HOUR FIRE RATING OF THE |
| | EXTERIOR WALL ON THE ZERO LOT LINE MUST |
| | BE MAINTAINED WHERE THE FLOOR GIRDER |
| | TRUSS ENTERS THE WALL AS INDICATED ON |
| | SHEET S1. IF THIS TRUSS DOES NOT |
| | PENETRATE THE WALL, INDICATE AN |
| | APPROPRIATE HANGER. |
| | |
| | 12)THE FOUNDATION PLAN ON S1 INCORRECTLY |
| | STATES THAT TERMITE TREATMENT IS PER 97 |
| | SBC. PLEASE CORRECT TO 2001 FBC SEC.1816 |
| | |
| | 13) NOTE # 14 ON A5 INDICATES 3"X 24" |
| | ATTIC VENTS AND THE CALCULATIONS USE |
| | 6"X 24" ATTIC VENTS. PLEASE CORRECT. |
| | |
| | 14) PLEASE INDICATE THE CONNECTORS THAT |
| | WILL BE USED TO ANCHOR THE KING HIP |
| | TRUSSES AT THE BUILDING CORNERS ON SHEET |
| | S1. |
| | |
| | 15) PLEASE CLARIFY IF THE COMMON TRUSSES |
| | ON S1 WILL BE ANCHORED AT EACH END WITH |
| | TC-5 CONNECTORS. |
| | |
| | 16) ON SHEET S2 ITEM #3 UNDER "CODE" |
| | STATES THAT UPLIFT IS DESIGNED IN |
| | ACCORDANCE WITH SBC CODE 1997 ED. THE |
| | 2001 FBC REQUIRES DESIGN BASED ON |
| | ASCE 7-98 OR SECTION 1606.2 OF THE 2001 |
| | FBC. PLEASE REVISE. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL: |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
