| Date |
Text |
| 2001-09-28 00:00:00 | *************BUILDING UNSAT************* |
| | |
| | 1) 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. |
| | |
| | 2) THE BUILDING OFFICIAL WILL ALLOW A |
| | PRIVACY WALL WITH AN ACCESS PANEL FOR |
| | EGRESS. HOWEVER, THE 30"X 30" ACCESS |
| | PANEL OPENS INTO THE PRIVATE PROPERTY OF |
| | THE ADJACENT LOT. PLEASE PROVIDE |
| | DOCUMENTATION THAT THERE IS AN EGRESS |
| | EASEMENT OR OTHER THAT WILL PREVENT THE |
| | ACCESS DOOR AND EGRESS FROM BEING |
| | BLOCKED BY SHRUBBERY, FENCE, POOL OR |
| | OTHER BARRIER. |
| | |
| | 3) THE ACCESS PANEL ON SHEET A-1.0 IS |
| | SHOWN AS 30"X 30" AND ON SHEET A-2.0 |
| | THE HEIGHT IS GIVEN AS 3'-0". PLEASE |
| | CORRECT. |
| | |
| | 4) THE MASONRY OPENING FOR THE GLASS |
| | BLOCK IN THE KITCHEN IS INCORRECTLY |
| | LISTED AS 85 SQ FT. PLEASE CORRECT. |
| | |
| | 5) BUCK FASTENING DETAILS ON SHEET A-4.0 |
| | AND NAILING SCHEDULE FOR BUCKS ON SHEET |
| | S2 CONTAIN CONFLICTING INFORMATION. |
| | PLEASE CORRECT. |
| | |
| | 6) THE SOIL REPORT CALLS FOR FOUNDATIONS |
| | TO BEAR 14 INCHES BELOW GRADE. SECTION C |
| | ON SHEET A-3.0 SHOWS ONLY 12 IN. BELOW |
| | FINAL GRADE. PLEASE CORRECT. |
| | NOTE: THE CITY AMENDMENTS TO THE 97 SBC |
| | REQUIRE THAT THE BUILDING FLOOR |
| | ELEVATION AT THE PERIMETER OF A MONO- |
| | LITHIC FOUNDATION AT HABITABLE AREAS |
| | SHALL BE A MINIMUM OF 4 INCHES ABOVE |
| | FINISH GRADE. |
| | |
| | 7)PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR GLASS BLOCK. THE ONES THAT |
| | WERE SUBMITTED HAD EXPIRED PRIOR TO |
| | APPLYING FOR PERMIT. |
| | |
| | 8) PROVIDE THE PRODUCT APPROVALS FOR THE |
| | STORM PANELS. THESE ARE REQUIRED IN |
| | ADDITION TO THE KEY PLAN, INSTALLATION |
| | SCHEDULE AND APPROVED DRAWINGS WHICH |
| | WERE SUBMITTED. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
| | |
| | |
| | TRUSSES |
| | UNSAT |
| | |
| | 1) THE TRUSS LAYOUT AND DRAWINGS MUST BE |
| | REVIEWED AND APPROVED BY THE DESIGNER OF |
| | RECORD OF THE STRUCTURE. IF THEY ARE |
| | ACCEPTABLE,THE DESIGN PROFESSIONAL IS TO |
| | STATE THIS ON THE TRUSS LAYOUT AND SIGN |
| | IT. |
| | |
| | 2) TRUSS T2 EXCEEDS THE ANCHOR CAPACITY |
| | AT BOTH ENDS. |
| | |
| | 3) THE PLANS DO NOT INDICATE THE TRUSS |
| | ANCHOR TO BE USED FOR TRUSS T1 AT THE |
| | LEDGER. |
| | |
| | 4) TRUSS GT3 EXCEEDS ANCHOR CAPACITY AT |
| | BOTH ENDS. |
| | |
| | 5) TRUSS GT11 EXCEEDS THE ANCHOR |
| | CAPACITY ON ONE END. |
| | |
| | 6) THE TURRET FRAMING PLAN ON S1 LISTS |
| | A TA-6 TRUSS ANCHOR. THIS MARK IS NOT |
| | LISTED IN THE ANCHOR SCHEDULE ON S2. |
| | |
| | 7) THE TRUSS DRAWINGS INDICATE A WALL |
| | HEIGHT OF 26 FT. THE HIGHEST WALL IN THE |
| | STRUCTURE IS +15' AT THE TURRET. |
