| Date |
Text |
| 2004-10-07 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) FBC* 104.1.1NO ROOF COVERING |
| | INFORMATION SUBMITTED. A SEPARATE PERMIT |
| | APPLICATION IS REQUIRED. |
| | |
| | 2) FBC 3401.7.2.2REPAIRS TO EXISTING |
| | BUILDINGS.STRUCTURAL REPAIRS SHALL |
| | COMPLY WITH THE REQUIREMENTS FOR NEW |
| | BUILDINGS OR STRUCTURES.SEE COMMENTS |
| | BELOW. |
| | |
| | 3) FBC 1507.5.1ROOF SHEATHING.THE |
| | FIELD REPORT BY MICHAEL NALYWAJKO, P.E. |
| | STATES THAT A METAL ROOF SYSTEM IS TO BE |
| | USED. THIS WILL REQUIRE THE INSTALLATION |
| | OF A SOLID OR CLOSE-FITTED DECK.THE |
| | SUBMITTED PLANS DO NOT SHOW ANY DECK/ |
| | SHEATHING.AMEND THE PLANS. |
| | |
| | 4) FBC 1603.1WEIGHT OF PROPOSED ROOF |
| | CONSTRUCTION.A LOAD COMPARISON, OF NEW |
| | ROOF CONSTRUCTION AGAINST OLD, SHALL BE |
| | SUBMITTED TO SHOW THAT THE PROPOSED ROOF |
| | LOAD IS LESS, OR THAT THE EXISTING |
| | TRUSSES CAN SUPPORT THE ADDITIONAL LOAD. |
| | |
| | 5) FBC 1606.2.4MAIN WIND FORCE |
| | RESISTING SYSTEM.IT IS NOTED THAT THE |
| | PLANS STATE THAT CONNECTION A (PURLIN TO |
| | EXISTING TRUSS) WILL BE TWO SIMPSON H5A |
| | (350# UPLIFT).IN ORDER TO VERIFY THE |
| | ADEQUACY OF THIS CONNECTION THE PLANS |
| | SHALL STATE THE MEAN ROOF HEIGHT, THE |
| | ROOF ANGLE/SLOPE AND WHETHER THE |
| | BUILDING IS OPEN OR ENCLOSED. |
| | |
| | 6) FBC* 2306.1SHEATHING FASTENING |
| | SCHEDULE.THE FASTENER TYPE AND SPACING |
| | SHALL BE IN ACCORDANCE WITH THE CITY OF |
| | WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | TELEPHONE: (561) 805 6716ROBERT BROWN |
| | E-MAIL: [email protected] |
