| Date |
Text |
| 2006-05-10 00:00:00 | DENIED BY BUILDING |
| | |
| | 1) SUBMIT A TYPICAL DRAINAGE PLAN |
| | SHOWING COMPLIANCE WITH 2004 FBC R401.3. |
| | INDIVIDUAL DRAINAGE PLANS WILL BE |
| | REQUIRED FOR EACH PERMIT APPLIED FOR |
| | UNDER THE PROJECT. |
| | |
| | 2) IMPACT FEES AND NOC WILL BE REQUIRED |
| | FOR EACH PERMIT UNDER PROJECT. |
| | |
| | 3) THE WALL SECTION ON S2.01 SPECIFIES |
| | TWO COURSES OF BOND BEAM WITH ONE #7 IN |
| | EACH COURSE. THE BEAM SCHEDULE ON S2.02 |
| | INDICATES ONE #5 IN EACH COURSE. PLEASE |
| | CORRECT. |
| | |
| | 4) THE ENERGY CALCULATION FORM IS |
| | REQUIRED TO USE WORST-CASE CALCULATIONS |
| | FOR A MASTER PROJECT. SEE FBC |
| | 13-600.2.A.5. |
| | |
| | 5) THE TRUSS ENGINEER'S EMBOSSED STAMP |
| | IS REQUIRED TO HAVE THE WORDING CHANGED |
| | FROM "CERTIFICATE" TO "LICENSE". |
| | |
| | 6) FBC TABLE 1607.1 REQUIRES TRUSSES TO |
| | HAVE A MINIMUM BOTTOM CORD LIVE LOAD OF |
| | 10 PSF. |
| | |
| | 7) THE DESIGN LOAD SCHEDULE ON S2.03, |
| | THE DESIGN LOADS ON THE TRUSS DRAWINGS |
| | AND THE DESIGN LOAD ON THE TRUSS LAYOUT |
| | DO NOT CONCUR. PLEASE CORRECT. |
| | |
| | 8) THE UPLIFT FOR TRUSSES T2B, T3B AND |
| | T4B AT BEARING POINTS R1 AND R4 HAVE |
| | UPLIFTS ON THE ENDS THAT EXCEED THOSE |
| | LISTED ON S2.03. |
| | |
| | 9) TRUSS T6 HAS AN UPLIFT OF 636# ON THE |
| | LEFT END WHICH EXCEEDS THE 510# LISTED |
| | ON S2.03. |
| | |
| | 10) SUBMIT FLORIDA PRODUCT APPROVAL FOR |
| | THE "USP" THD210-2 HANGER. |
| | |
| | 11) THE TABLE ON S3.01 SPECIFIES |
| | ALUMINUM SOFFITS AND THE SECTION ON |
| | S2.01 INDICATES STUCCO ON METAL LATH AT |
| | THE SOFFIT. PLEASE CORRECT. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
