| 2003-09-09 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) |
| | |
| | 1) THE NOTICE OF COMMENCEMENT SHALL BE |
| | RECORDED AT PALM BEACH COUNTY COURTHOUSE |
| | AND A COPY SUBMITTED TO THIS OFFICE |
| | BEFORE A PERMIT CAN BE ISSUED.BLANK |
| | FORMS ARE AVAILABLE FROM THIS OFFICE. |
| | |
| | 2) SUBMIT A PRODUCT APPROVAL FOR THE |
| | PROPOSED CEMENT TILE ROOFING. |
| | |
| | 3) FBC TABLE 1606.2ASHEET 5, ROOF |
| | FRAMING. SUBMIT A DETAIL SHOWING HOW THE |
| | SIMPSON CS STRAPS WILL BE USED TO STRAP |
| | THE NEW TRUSSES TO THE EXISTING TRUSSES. |
| | THE DETAIL SHALL SHOW HOW MANY OF THE |
| | SPECIFIED 8-10D (TOTAL) NAILS IN EACH |
| | STRAP ARE FIXED INTO THE EXISTING TRUSS. |
| | WHAT ACTUAL SIMPSON CS REFERENCE/GAGE IS |
| | PROPOSED?NOTE THAT THE 2003 SIMPSON |
| | CATALOGUE DOES NOT PROVIDE TABULATED |
| | CAPACITIES FOR ANY OF THE CS STRAPS USED |
| | WITH JUST 8-10D NAILS. |
| | |
| | 4) FBC TABLE 1606.2ASIMPSON H10 TRUSS |
| | ANCHORS.THE TRUSSES WILL BE SUBJECTED |
| | TO "WINDWARD OVERHANG' LOAD DUE TO THE |
| | POSITIVE PRESSURE FROM BELOW COINCIDENT |
| | WITH THE NEGATIVE PRESSURE ABOVE. ARE |
| | THE TRUSSES TO BE ANCHORED TO THE TWO |
| | INTERMEDIATE WOOD BEAMS (AND DESIGNED |
| | ACCORDINGLY BY THE TRUSS MANUFACTURER)? |
| | IF NOT, THE PROPOSED H10 ANCHORS HAVE |
| | INSUFFICIENT UPLIFT CAPACITY.AMEND THE |
| | PLANS TO CLARIFY THE PROPOSALS. |
| | |
| | 5) 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] |
