| Date |
Text |
| 2001-07-12 00:00:00 | *************BUILDING UNSAT************* |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 3) THE OWNER/AGENT IS REQUIRED TO SIGN |
| | THE ENERGY CALCULATIONS. |
| | |
| | 4) THE WALL SECTION ON SHEET 2 INDICATES |
| | 2X6 STUD WALLS AND 2X4 TOP AND BOTTOM |
| | PLATES.PLEASE CLARIFY. |
| | |
| | 5) THE WALL SECTION ON SHEET 2 INDICATES |
| | FIBERGLASS ROOF SHINGLES,SHEET 1 AND THE |
| | PRODUCT APPROVAL ARE FOR TILE. PLEASE |
| | CLARIFY. |
| | |
| | 6) THE DETAIL FOR TRUSSES A-1 AND A-2 DO |
| | NOT INDICATE A LEDGER AT THE BOTTOM CORD |
| | WHERE THE TRUSS HANGER SHOULD BE |
| | LOCATED. INDICATE THE STRAP OR OTHER |
| | APPROPRIATE CONNECTOR THAT WILL BE USED |
| | ON THE TOP CORD. |
| | |
| | 7) THE PROPER HANGER FOR PLATED TRUSS |
| | PRODUCTS IS MODEL HUS AND NOT HU AS |
| | INDICATED ON SHEET 4. PLEASE CORRECT. |
| | |
| | 8) MSTA 18 STRAPS ARE NOT ENGINEERED FOR |
| | CONNECTING TRUSSES TO EXTERIOR WALLS, |
| | THEY DO NOT PROVIDE RESISTANCE TO |
| | LATERAL FORCES. SPECIFY AN APPROPRIATE |
| | TRUSS TO WALL CONNECTOR. |
| | |
| | 9) INDICATE THE CONNECTORS THAT WILL BE |
| | USED TO ACHIEVE A CONTINOUS LOAD PATH |
| | FROM THE FOUNDATION TO THE ROOF. |
| | |
| | 10) THE TOTAL ROOF LL AND DL ON SHEET 5 |
| | IS 47 PSF AND ON SHEET 4 IS 55 PSF. |
| | PLEASE CORRECT. |
| | |
| | 11) THE DESIGN CERTIFICATION FORM ON |
| | SHEET 5 LISTS 1994 SBC. THE CURRENT CODE |
| | FOR THE CITY OF WPB IS THE 1997 SBC. |
| | PLEASE CORRECT. SEE UPDATED CITY FORM |
| | ATTACHED. |
| | |
| | 12) DETAILS ON SHEET 5 ARE FOR CONCRETE |
| | BLOCK CONSTRUCTION AND THE OTHER |
| | DRAWINGS INDICATE WOOD FRAME. PLEASE |
| | CLARIFY. |
| | |
| | 13) INDICATE THE ATTACHMENT OF NEW WALLS |
| | TO EXISTING STRUCTURE. |
| | |
| | 14) THERE ARE(2) SHEET 1S IN EACH SET OF |
| | PLANS. |
| | |
| | 15) PROVIDE STRUCTURAL DETAILS OF |
| | OPENING TO ADDITION, WHERE EXISTING |
| | EXTERIOR WALL IS BEING REMOVED AND THE |
| | UPPER PORTION OF THE WALL APPEARS TO |
| | REMAIN. PLEASE CLARIFY. |
| | |
| | 16) PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - AWNING WINDOW (NEED ADDITIONAL COPY) |
| | - ALUMINUM FIXED WINDOW (ONLY ONE PAGE |
| | OF REPORT WAS SUBMITTED; NEED 2 COMPLETE |
| | COPIES) |
| | - STRUCTURAL MULLIONS (FRONT WINDOWS) |
| | - ROOF TILE (NEED ADDITIONAL COPY) |
| | - STORM PANELS (NEED ADDITIONAL COPY) |
| | |
| | 17) PROVIDE POSITIVE AND NEGATIVE |
| | PRESSURES FOR EXTERIOR WINDOWS,DOORS AND |
| | OVERHEAD GARAGE DOORS IN NEW ADDITIONS. |
| | |
| | 18) PROVIDE KEY PLAN AND INSTALLATION |
| | SCHEDULE FOR STORM PANELS.(2 COPIES) |
| | INDICATE THE SPECIFIC ANCHOR TYPE AND |
| | METHOD OF MOUNTING THAT WILL BE USED. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
