Date |
Text |
2007-06-25 19:38:05 | BUILDING PLAN REVIEW |
| *******DENIED******* |
| ROBERT BROWN(561) 805 6652 |
| E-MAIL: [email protected] |
| |
| SUBMITTAL ON 5/11/07 FOR DECORAWALL "PROMOULD" |
| ARCHITECTURAL DETAILS. |
| |
| 1)FBC 1406.2.2ARCHITECTURAL TRIM.ARCHITECTURAL |
| TRIM MORE THAN 40 FEET ABOVE GRADE, ON TYPE I AND II |
| BUILDINGS, SHALL BE CONSTRUCTED OF APPROVED |
| NON-COMBUSTIBLE MATERIALS AND SHALL BE SECURED WITH |
| METAL OR OTHER APPROVED NON-COMBUSTIBLE BRACKETS.THE |
| SUBMITTED SHOP DRAWINGS AND SPECIFICATION DO NOT CALL |
| OUT MECHANICAL FASTENING FOR THE MOLDINGS ON THIS |
| PROJECT.ALSO, THE SUBMITTED SPECIFICATION DOES NOT |
| SHOW THAT THE CORE MATERIAL HAS BEEN TESTED IN |
| ACCORDANCE WITH ASTM E 136 TO VERIFY THAT IS |
| NON-COMBUSTIBLE (REF: FBC 703.4.1).IT IS NOTED THAT |
| THE "COATING" HAS BEEN TESTED TO ASTM E 84, BUT NO TEST |
| DATA WAS SUBMITTED FOR THE CORE MATERIAL.SUBMIT |
| DOCUMENTATION (MARKED UP IF NECESSARY) TO SHOW |
| COMPLIANCE WITH THE MECHANICAL FASTENING AND ASTM E 136 |
| NON-COMBUSTIBILITY REQUIREMENTS. |
| |
| 2) FBC 1609.1WIND LOADS.SUBMIT TEST DATA AND/OR |
| ATTACHMENT CALCULATIONS TO JUSTIFY THE MOULDING |
| ATTACHMENT RESISTANCE TO WIND LOAD AND SELF WEIGHT. |
| |
| **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| |
| END OF REVIEW COMMENTS |
| THE CODE REFERENCES GIVE ADDITIONAL INFO TELEPHONE: |
| (561) 805 6652ROBERT BROWN |
| E-MAIL: [email protected] |