| Date |
Text |
| 2001-04-17 00:00:00 | *************BUILDING UNSAT************* |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | SBC 104.2.2 |
| | |
| | 2) STRUCTURE IS LOCATED IN AN A-ZONE, |
| | WHICH REQUIRES THAT A FLOOD ELEVATION |
| | CERTIFICATE BE SUBMITTED PRIOR TO |
| | RECEIVING A C.O. |
| | |
| | 3) THE DESIGN PARAMETERS AND ASSUMPTIONS |
| | ON SHEET 1 LISTS BASIC VELOCITY PRESSURE |
| | OF 26 PSF AND MEAN ROOF HEIGHT OF 17 FT. |
| | THE ACTUAL MEAN ROOF HEIGHT IS 15FT.AND |
| | VELOCITY PRESSURE FROM TABLE 1606.2A IS |
| | 24.7 PSF. TRUSS DRAWINGS ALSO LIST 15FT. |
| | AS MEAN ROOF HEIGHT. PLEASE CORRECT. |
| | |
| | 4)RE: WALL ANCHOR DETAIL A/3 ON SHEET 3B |
| | REBENDING OF FLANGE ON GIRDER HANGER IS |
| | NOT ALLOWED BY MANUFACTURER. REBENDING |
| | CAN WEAKEN AND POSSIBLY FRACTURE THE |
| | METAL. ALSO, DUE TO THE PROXIMITY OF THE |
| | FASTENERS USED TO ANCHOR THE HANGER TO |
| | THE EDGE OF THE CONCRETE BEAM, THE |
| | CAPACITY OF THE HANGER NEEDS TO BE |
| | DERATED. PLEASE CORRECT. |
| | |
| | 5) ON SHEET 2, THE INTERIOR BEARING WALL |
| | AT THE GARAGE IS NOT INDICATED WITH |
| | HATCH MARKS. PLEASE CORRECT. |
| | |
| | 6) PROVIDE (2) COPIES OF KEY PLAN AND |
| | INSTALLATION SCHEDULE FOR STORM PANELS. |
| | |
| | 7) PROVIDE THE COVER PAGES OF METRO-DADE |
| | PRODUCT APPROVAL FOR LAWSON SINGLE HUNG |
| | WINDOWS. ONLY THE APPROVED DRAWINGS WERE |
| | SUBMITTED. |
| | |
| | ************TRUSSES UNSAT*************** |
| | |
| | 1) THE WET SIGNATURE, DATE AND EMBOSSED |
| | SEAL OF THE ENGINEER IS REQUIRED ON EACH |
| | TRUSS DRAWING AND THE TRUSS LAYOUT, IN |
| | ADDITION TO HIS TITLE BLOCK. |
| | SIGNATURE STAMPS AND COPIES ARE NOT |
| | ACCEPTABLE. PLEASE CORRECT. |
| | |
| | 2) GIRDER HANGER (GHP210HD) SPECIFIED |
| | FOR TRUSS FG1 IS RATED FOR UPLIFT OF |
| | 1178#. TRUSS ENGINEERING INDICATES |
| | UPLIFTS OF 1500# AND 1300#. PLEASE |
| | CORRECT. |
| | |
| | |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
