| Date |
Text |
| 2004-08-26 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 1606.1.4THE SUBMITTED WINDOW |
| | AND FRENCH DOOR PRODUCT APPROVALS ARE |
| | FOR PRODUCTS WITH NO IMPACT RATING. |
| | SUBMIT PRODUCT APPROVAL FOR HURRICANE |
| | MISSILE IMPACT PROTECTION SHUTTERS OR |
| | FOR IMPACT RATED DOORS AND WINDOWS. |
| | |
| | 2) FBC 13-103.0ENERGY CODE COMPLIANCE |
| | SHALL BE DEMONSTRATED BY SUBMITTAL OF |
| | APPROPRIATE CODE COMPLIANCE FORMS.TWO |
| | BLANK COPIES OF FORM 600C HAVE BEEN |
| | SUPPLIED FOR COMPLETION AND SUBMITTAL. |
| | |
| | 3) FBC 1403.2.2.1CROSS-SECTION A-A |
| | DOES NOT SHOW ANY SUPPORT FOR THE |
| | MASONRY VENEER.ANCHORED MASONRY VENEER |
| | SHALL BE VERTICALLY SUPPORTED ON |
| | FOOTINGS, FOUNDATION WALLS OR OTHER |
| | APPROVED NON-COMBUSTIBLE STRUCTURAL |
| | ELEMENTS.AMEND/ANNOTATE THE PLANS. |
| | |
| | 4) FBC 1403.2.4THE NOTE, ON CROSS- |
| | SECTION A-A, ABOUT MASONRY VENEER TIES |
| | SHALL BE AMENDED TO STATE THE TYPE AND |
| | SPACING OF THE TIES.MASONRY VENEER |
| | ANCHORED TO WOOD FRAMING SHALL BE |
| | ATTACHED WITH METAL TIES EMBEDDED IN THE |
| | MORTAR JOINT A MINIMUM OF ONE-HALF OF |
| | THE VENEER THICKNESS.EACH METAL TIE |
| | SHALL SUPPORT NOT MORE THAN 3 SQFT OF |
| | WALL AREA WITH A MAXIMUM SPACING OF 18" |
| | VERTICALLY AND 32" HORIZONTALLY.ALSO, |
| | A MINIMUM OF 1" AIR SPACE SHALL BE |
| | MAINTAINED BETWEEN THE ANCHORED VENEER |
| | AND THE EXTERIOR FACE OF THE SHEATHING. |
| | ANNOTATE THE PLANS TO DEMONSTRATE |
| | COMPLIANCE. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | TELEPHONE: (561) 805 6716ROBERT BROWN |
| | E-MAIL: [email protected] |
