| Date |
Text |
| 2001-07-25 00:00:00 | *************BUILDING UNSAT************* |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) THE PLANS INDICATE A 50 GAL. WATER |
| | HEATER AND THE ENERGY CALCULATIONS LIST |
| | A 40 GAL. WATER HEATER. PLEASE CORRECT. |
| | |
| | 3) NOTE: IF OPTIONS ARE USED, THE |
| | CORRESPONDING PRODUCT APPROVALS MUST BE |
| | SUBMITTED FOR FRENCH DOORS. IF OPTIONAL |
| | BBQ IS TO BE INSTALLED, PROVIDE MANUFAC- |
| | TURERS SPECIFICATIONS AND LISTING INFOR- |
| | MATION. |
| | |
| | 4) PROVIDE (2) PRODUCT APPROVALS, KEY |
| | PLANS AND INSTALLATION SCHEDULES |
| | INDICATING THE SPECIFIC TYPES OF ANCHORS |
| | TO BE USED FOR STORM PANELS. |
| | |
| | 5)STRUCTURE IS LOCATED IN AN AO FLOOD |
| | ZONE. A FLOOD ELEVATION CERTIFICATE WILL |
| | BE REQUIRED. |
| | |
| | 6) INDICATE THE MEAN ROOF HEIGHT OF THE |
| | STRUCTURE. |
| | |
| | 7) PLEASE PROVIDE A DESIGN COMPLIANCE |
| | FORM COMPLETED BY THE DESIGNER OF RECORD |
| | FOR THE STRUCTURE. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
| | |
| | |
| | TRUSSES |
| | UNSAT |
| | |
| | 1) THE BLOCK STAMP OF THE TRUSS ENGINEER |
| | IS REQUIRED ON THE TRUSS LAYOUT. |
| | |
| | 2) THE TRUSS DETAIL DRAWINGS FOR GABLES, |
| | OVERHANG,ETC.ARE NOT SIGNED BY THE DATED |
| | BY THE TRUSS ENGINEER. THESE DRAWINGS |
| | ALSO REFERENCE INCORRECT DESIGN CRITERIA |
| | THE 97 STANDARD BUILDING CODE AS ADOPTED |
| | BY THE CITY OF WEST PALM BEACH REQUIRES |
| | THE DESIGN CRITERIA TO COMPLY WITH SECT. |
| | 1606 (110 MPH WINDLOAD) OR ASCE 7-95 |
| | (145 MPH WINDLOAD). PLEASE CORRECT. |
| | |
| | 3) THE (2) TRUSS LAYOUTS SUBMITTED ARE |
| | NOT THE SAME. DIFFERENT TRUSS |
| | IDENTIFICATIONS ARE GIVEN FOR THE SAME |
| | TRUSSES. PLEASE CORRECT. |
| | |
| | 4) THE MEAN ROOF HEIGHTS LISTED ON THE |
| | TRUSS DRAWINGS ARE NOT CONISTENT. THEY |
| | SHOULD ALL BE THE SAME AS THE MEAN ROOF |
| | HEIGHT OF THE STRUCTURE. |
| | |
| | 5) THE DESIGN WINDLOAD ON THE TRUSS |
| | DRAWINGS LISTS 110 MPH SBCC 1997. PLEASE |
| | CORRECT TO SBC 1997 (STANDARD BUILDING |
| | CODE). |
