| Date |
Text |
| 2012-01-31 14:57:23 | 2007 FBC W/2009 REVISIONS |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) SPECIFY THE PROPOSED FINISHED FLOOR ELEVATIONS ON |
| | THE PLANS. THE MINIMUM F.F. ELEVATION FOR THIS PROJECT |
| | IS 7.5' BFE. SEE CITY AMENDMENTS 106.1.1 AND WPB |
| | MUNICIPAL CODE. |
| | |
| | 2) ON SHEET A-7 R-19 SPRAY FOAM INSULATION AND A |
| | NON-VENTED ATTIC IS SPECIFIED AND ON THE ENERGY |
| | CALCULATION FORM SPECIFIES A VENTED ATTIC WITH R-30 |
| | INSULATION. PLEASE CLARIFY. CITY AMENDMENTS 106.1.1 |
| | |
| | 3) SUBMIT TWO COPIES OF THE EVALUATION REPORTS FOR THE |
| | SPRAY FOAM INSULATION THAT WILL BE INSTALLED. FBC R314 |
| | |
| | 4)THE COMPONENT AND CLADDING PRESSURES SPECIFIED FOR |
| | THE DOORS AND WINDOWS ARE TOO LOW FOR 140 MPH, EXPOSURE |
| | CATEGORY C WITH A MEAN ROOF HEIGHT OF 30 FEET. FOR |
| | EXAMPLE THE 20 SQFT WINDOWS IN WALL ZONE 5 ARE LISTED |
| | AS +45.2, -58.9 PSF AND THEY SHOULD BY +47.2,-61.7 PSF. |
| | PLEASE REVIEW THE PRESSURES. FBC R301.2.1 |
| | |
| | 5) THE STRUCTURE IS LOCATED WITHIN 600 FEET OF THE |
| | INTER-COASTAL WATERWAY, THEREFORE, FBC R301.2.1.4.3 |
| | REQUIRES THE ROOF TO WALL AND ROOF SHEATHING UPLIFT |
| | LOADS TO BE INCREASED BY 20 PERCENT. SHOW COMPLIANCE. |
| | |
| | 6) THE ENERGY CALCULATION FORMS SPECIFY R-5 WALL |
| | INSULATION AND SHEET A-7 OF THE PLANS HAS R3.3. PLEASE |
| | CORRECT. |
| | |
| | 7) THE ROOF ZONE DIAGRAM ON SHEET A-8 IS INCORRECT. THE |
| | CORNERS OF THE ROOFS ARE ZONE 3, INCLUDING HIP ROOFS. |
| | PLEASE CORRECT. SEE FBCR FIGURE R301.2(7). |
| | |
| | 8) SPECIFY THE WATERPROOFING ASSEMBLY THAT WILL BE |
| | INSTALLED ON THE BALCONIES. TWO LAYERS OF 30# FELT |
| | BETWEEN THE CDX SHEATHING AND CEMENT BOARD IS NOT |
| | ACCEPTABLE. FBC R903 |
| | |
| | 9) SPECIFY THE TYPE OF WELDS THAT WILL BE USED TO |
| | ATTACH THE BASE AND CAPS TO THE TUBE STEEL COLUMNS. |
| | CITY AMENDMENTS 106.1.1 |
| | |
| | 10) SHOW COMPLIANCE WITH FBC R311.4.3 FOR MINIMUM |
| | DIMENSION REQUIREMENTS OF LANDINGS THAT ARE REQUIRED AT |
| | EXTERIOR DOORS. |
| | |
| | 11) PROVIDE A TRUSS ANCHOR SCHEDULE. SPECIFY TRUSS |
| | ANCHORS AND UPLIFT PRESSURES. FBCR802.1.6.5 |
| | |
| | 12) SHOW COMPLIANCE WITH FBC R 309.2 FOR GARAGE |
| | SEPARATION FROM HABITABLE ROOMS LOCATED ABOVE. |
| | |
| | 13) SHOW COMPLIANCE WITH FBC R 313.4 FOR CARBON |
| | MONOXIDE ALARMS. |
| | |
| | 14) THE COMPONENT & CLADDING PRESSURES FOR THE OVERHEAD |
| | GARAGE DOOR AND THE DOOR FROM THE MASTER BEDROOM TO THE |
| | BALCONY ARE NOT SPECIFIED ON THE PLANS. PLEASE PROVIDE. |
| | FBC R301.2.1 |
| | |
| | 15) THE FOLLOWING PRODUCT APPROVALS HAVE BEEN |
| | SUPERSEDED: NOA NO.10-0819.05 MULLIONS, NOA NO. |
| | 07-0629.10 FRENCH DOORS AND NOA NO. 08-0820.14 SINGLE |
| | HUNG WINDOWS. SUBMIT CURRENT PRODUCT APPROVALS. DCA |
| | RULE 9N-3. NOAS CAN BE FOUND AT THE FOLLOWING WEBSITE: |
| | HTTP://WWW.MIAMIDADE.GOV/BUILDING/PC-SEARCH_APP.ASP |
| | |
| | 16) THE PRODUCT APPROVAL FOR THE DOUBLE OUTSWING STEEL |
| | DOORS, NOA NO.07-0509.07, ARE LIMITED TO A MAXIMUM |
| | HEIGHT OF 6' 8" FOR DOUBLE DOORS AND 7'0" FOR SINGLE |
| | DOORS. THE PLANS SPECIFY 8'0" DOORS. PLEASE CORRECT. |
| | |
| | 17) THE PRODUCT APPROVAL FOR THE FIXED GLASS WINDOWS, |
| | NOA NO. 08-0820.15, HAS A MAXIMUM SIZE LIMIT OF 63" X |
| | 31.5" FOR THE ARCHED WINDOWS AND 48" X 62" FOR THE |
| | RECTANGULAR WINDOWS. THE ONES ON THE PLANS ARE LARGER. |
| | PLEASE CORRECT. |
| | |
| | 18) SUBMIT TWO COPIES OF PRODUCT APPROVALS FOR THE 48" |
| | ROUND FIXED GLASS WINDOW, AS REQUIRED BY DCA RULE 9N-3. |
| | |
| | 19) PLEASE SUBMIT A RESPONSE LETTER THAT INDICATES HOW |
| | EACH OF THE REVIEW COMMENTS HAS BEEN ADDRESSED. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
