| Date |
Text |
| 2001-11-08 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) ATTIC ACCESS OPENING IS REQUIRED TO |
| | BE NOT LESS THAN 22X36 INCHES PER 97 SBC |
| | SEC. 2309.6. PLEASE CORRECT. |
| | |
| | 3) THE LETTER FROM THE SOIL ENGINEER |
| | STATES THAT THE FOUNDATIONS BEAR 14- |
| | INCHES BELOW FINAL GRADE. THE CITY OF |
| | WPB AMENDMENTS TO THE 97 SBC REQUIRE THE |
| | BUILDING FLOOR ELEVATION AT THE |
| | PERIMETER OF MONOLITHIC FOUNDATIONS TO |
| | BE A MINIMUM OF 4" ABOVE FINISH GRADE AT |
| | HABITABLE AREAS. THEREFORE, THE FOOTING |
| | IS REQUIRED TO BE 18" IN DEPTH. THE |
| | PLANS INDICATE 16" DEEP FOOTINGS. PLEASE |
| | CORRECT. |
| | |
| | 4) THE PRODUCT APPROVALS SUBMITTED FOR |
| | THE SINGLE HUNG WINDOWS (+42,-55 PSF) DO |
| | NOT MEET THE WINDLOAD REQUIREMENTS FOR |
| | THE (2) 1/2 36 SH WINDOWS(+43,-58 PSF). |
| | PLEASE CORRECT. |
| | |
| | TRUSSES |
| | |
| | 1) THE TRUSS DESIGN CERTIFICATION COVER |
| | SHEET DESIGNATES WINDLOADS IN COMPLIANCE |
| | WITH ASCE 7-95 FOR 150 MPH. HOWEVER, |
| | SOME OF THE TRUSS DRAWINGS INDICATE |
| | 110 MPH WINDLOADS & 12 FT. WALL HEIGHT |
| | AND OTHERS 150 MPH & 24 FT. WALL HEIGHT. |
| | THE STRUCTURE IS DESIGNED TO ASCE 7-95 |
| | AND 145 MPH PER SHEET S1. PLEASE |
| | CORRECT. |
| | |
| | 2) INDICATE CONNECTOR AT JOINT 2 OF |
| | TRUSS GT13 CAPABLE OF RESISTING 3121# OF |
| | UPLIFT. |
| | |
| | 3) THE UPLIFT AT JOINT 16 OF TRUSS T14 |
| | (1007#) EXCEEDS THE CAACITY OF THE |
| | SPECIFIED ANCHOR. |
| | |
| | 4) NO ANCHORS WERE SPECIFIED ON THE PLAN |
| | FOR 2 OF THE T16 TRUSSES AT JOINT 1 |
| | (UPLIFT 1519#). |
| | |
| | 5) NO ANCHOR WAS SPECIFIED FOR TRUSS T17 |
| | AT JOINT 19 (1790#). |
| | |
| | 6) THE CAPACITIES OF THE ANCHORS |
| | SPECIFIED FOR TRUSS GT20 ARE EXCEEDED. |
| | TWO TAPR216 (1485# EACH) DERATED DUE TO |
| | PROXIMITY WOULD HAVE A CAPACITY OF LESS |
| | THAN DOUBLE AND UPLIFT AT JOINT 12 OF |
| | GT20 IS (4630#). |
| | |
| | 7) THE UPLIFT VALUE OF 2 TAPR216 LOCATED |
| | IN CLOSE PROXIMITY WILL HAVE TO BE |
| | VERIFIED BY THE MANUFACTURER. TRUSS GT26 |
| | AT JOINT 1 HAS UPLIFT OF 2488# AND |
| | (2) TAPR216 (1484# EA.) ANCHORS ARE |
| | SPECIFIED. |
| | |
| | NOTE: SEMCO AND HUGHES HAVE BEEN |
| | PURCHASED BY USP. SOME OF THE CONNECTOR |
| | CAPACITIES HAVE BEEN REDUCED AND OTHERS |
| | HAVE BEEN DISCONTINUED. PLEASE REFER TO |
| | THE LATEST USP CATALOG FOR TRUSS |
| | CONNECTOR INFORMATION. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
