| Date |
Text |
| 2006-06-25 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 805 6652 |
| | E-MAIL: [email protected] |
| | |
| | REVISION SUBMITTED 4/18/06 FOR ROLL-UP |
| | SHUTTERS AND FOR METAL TRUSS DETAILS. |
| | |
| | FBC = FLORIDA BUILDING CODE 2001 |
| | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| | F.S.= FLORIDA (STATE) STATUTE |
| | |
| | REVISION DENIED |
| | |
| | 1) FBC 1606.1ROLL-UP SHUTTERS.THE |
| | SUBMITTED TOWN AND COUNTRY INDUSTRIES |
| | ROLL-UP SHUTTER PRODUCT APPROVAL |
| | FL2251-R1 HAS MULTIPLE OPTIONS FOR SLAT |
| | SPAN, ANCHOR TYPE, STORM BAR, MULLION |
| | AND HEADER.THE PRODUCT APPROVAL CANNOT |
| | BE REVIEWED UNTIL IT HAS BEEN MARKED TO |
| | SHOW WHICH OPTIONS ARE BEING PROPOSED. |
| | MARK THE PRODUCT APPROVAL WITH THE |
| | PROPOSED OPTIONS PRIOR TO RESUBMITTAL. |
| | |
| | 2) FBC 1606.1METAL TRUSSES.ALL THREE |
| | OF THE TRUSS DETAIL SHEETS SPECIFY THE |
| | USE OF SIMPSON MTSM16 AND/OR MTSM20 |
| | TWIST STRAPS TO ANCHOR THE METAL |
| | TRUSSES.PER THE SIMPSON LITERATURE, |
| | THESE ANCHORS ARE DESIGNED TO ANCHOR |
| | WOOD TRUSSES TO CMU OR CONCRETE.THE |
| | CAPACITIES GIVEN IN THE LITERATURE ARE |
| | FOR WOOD TRUSSES.HOW WILL THESE STRAPS |
| | BE FASTENED TO THE DOUBLE METAL STUDS |
| | WHICH ARE BACK-TO-BACK?THE SIMPSON |
| | CATALOG SPECIFIES 8-10D (FOR MTSM16) OR |
| | 10-10D (FOR MTSM20) INTO WOOD TRUSSES. |
| | WHAT IS THE PROPOSED MEANS OF FASTENING |
| | THE TWIST STRAPS TO THE 18 GAUGE METAL |
| | TRUSSES?RATIONAL ANALYSIS WILL BE |
| | REQUIRED TO JUSTIFY THE UPLIFT |
| | RESISTANCE OF THE TWIST STRAP-TO-TRUSS |
| | CONNECTION. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | TELEPHONE: (561) 805 6652ROBERT BROWN |
| | E-MAIL: [email protected] |
