| Date |
Text |
| 2003-10-29 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 805 6716 |
| | E-MAIL: [email protected] |
| | |
| | FBC = FLORIDA BUILDING CODE 2001 |
| | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| | |
| | FOR CONSISTENCY, THE FOLLOWING COMMENTS |
| | ARE NUMBERED AS PER THE BUILDING PLAN |
| | REVIEW OF 9/29/03: |
| | |
| | 2) IMPACT FEES. THE PLANS SHALL BE TAKEN |
| | TO PALM BEACH COUNTY BUILDING DEPARTMENT |
| | FOR IMPACT FEE ASSESSMENT. THEY SHALL BE |
| | STAMPED AT THAT OFFICE AND A COPY OF THE |
| | PAID RECEIPT SUBMITTED TO THE CITY OF |
| | WEST PALM BEACH DEPT OF CONSTRUCTION |
| | SERVICES BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 10) FBC TABLE 1606.2ASHEET R1, TRUSS |
| | CONNECTORS/ANCHORS. |
| | F) ANCHOR MARK A3 (ALSO APPLIES TO |
| | ANCHOR MARKS A1 AND A2 BUT THEY ARE NOT |
| | CRITICAL).ACCCORDING TOTHE USP |
| | CATALOGUE THE TAPL16 SHALL HAVE |
| | (6)10D X 1-1/2" NAILS TO THE SEAT PLATE |
| | AND (13)10D NAILS TO THE TRUSS IN ORDER |
| | TO GENERATE IT'S MAX. ALLOWABLE |
| | CAPACITIES OF UPLIFT = 1350 LBS, LATERAL |
| | F1 = 595 LBS AND F2 = 880 LBS.THE |
| | SUBMITTED ANCHOR SCHEDULE CLAIMS AN |
| | UPLIFT CAPACITY OF 1360 LBS AND LATERAL |
| | LOADS OF 1105 LBS WITH ONLY (14)10D |
| | NAILS INTO THE TRUSS. AMEND THE SCHEDULE |
| | (AMEND ALSO FOR ANCHOR MARKS A4, A5 & A6 |
| | SEE COMMENT BELOW). |
| | G) ANCHOR MARK A4, A5 AND A6.THE USP |
| | TAPL16 IS ALSO SPECIFIED, FOR THESE |
| | CONNECTORS, BUT USED IN COMBINATION WITH |
| | TA16 ANCHORS.AMEND THE SCHEDULE (SEE |
| | THE ABOVE COMMENT).ALSO THE USP |
| | CATALOGUE DOES NOT HAVE A CAPACITY TABLE |
| | FOR THESE ANCHORS COMBINED.JUSTIFY THE |
| | STATED CAPACITIES OR SPECIFIY |
| | ALTERNATIVE ANCHORS. |
| | |
| | 32) THIS COMMMENT HAS NOT BEEN ADDRESSED |
| | FBC 1606.1.7THE PLANS STILL DO NOT |
| | STATE THE DESIGN WIND PRESSURE ON THE |
| | ROOF COVERING (COMPONENTS AND CLADDING) |
| | FOR SELECTION OF A APPROPRIATE ROOF |
| | COVERING SYSTEM.ANNOTATE THE PLANS. |
| | |
| | 34) NOTICE OF COMMENCEMENT.SEE THE |
| | COMMENT ON PREVIOUS REVIEW. |
| | |
| | 35) HISTORIC.SEE THE COMMENT ON |
| | PREVIOUS REVIEW. |
| | |
| | 36) IF NEW PLAN SHEETS ARE REQUIRED, IN |
| | ORDER TO ADDRESS THE ABOVE COMMENTS, THE |
| | OLD SHEETS SHALL BE REMOVED AND THE NEW |
| | SHEETS INSERTED.ONE COPY OF EACH OLD |
| | SHEET SHALL BE INCLUDED WITH THE |
| | RESUBMITTAL FOR COMPARISON OF REVISIONS. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | TELEPHONE: (561) 805 6716ROBERT BROWN |
| | E-MAIL: [email protected] |
