| Date |
Text |
| 2012-12-27 09:25:01 | RESIDENTIAL (R3) ADDITION SECOND BUILDING REVIEW |
| | COMMENTS. |
| | CODE: 2010 FBC. |
| | |
| | 1- STORAGE WALL SECTION B/A-1: VENTS SPECIFIED DON'T |
| | PROVIDE CROSS VENTILATION AS REQUIRED BY SEC. R806. |
| | CALCULATIONS SUBMITTED DON'T WORK BECAUSE THIS IS A |
| | FLAT ROOF AND THERE IS NOT CROSS VENTILATION WHEN VENTS |
| | ARE SPREAD. REVISE AS REQUIRED. |
| | |
| | 2- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY |
| | DCA RULE 9N-3 FOR: |
| | A) FOR ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON |
| | PLANS AND DETAILS. (REPEAT COMMENT. NOT SUBMITTED). |
| | |
| | B) STORM PANELS SHUTTER. NOA 07-0817.03 SUBMITTED WAS |
| | SUPERSEDED BY MIAMI-DADE. VISIT THE MIAMI-DADE WEBSITE |
| | AND DOWNLOAD CURRENT NOA AND RESUBMIT. (REPEAT COMMENT. |
| | NOT SUBMITTED). |
| | |
| | 3- ENGINEER OF RECORD TO REVIEW AND APPROVE ABOVE |
| | PRODUCT APPROVALS AS REQUIRED BY SEC. 107.3.4.1 CITY |
| | AMENDMENTS. |
| | |
| | 4- PROVIDE COMPLETE INSTALLATION SCHEDULE FOR THE |
| | INSTALLATION OF HURRICANE STORM PANELS. SHOW SPECIFIC |
| | PANELS MOUNTING CONDITIONS AND ANCHOR TYPE AND SPACING |
| | TO BE USED. |
| | ***NOTE: TAKE INTO CONSIDERATION THE GLASS SEPARATION |
| | REQUIRED. SEE SHUTTERS NOA. SEC. 107.2.1 CITY |
| | AMENDMENTS. (REPEAT COMMENT. NOT ADDRESSED. ALSO, NEED |
| | TO COORDINATE WITH ITEM #2(B) ABOVE). |
| | |
| | ***NOTE: CLARIFY IF USING IMPACT WINDOWS OR NON-IMPACT |
| | WINDOWS. NOA 06-0608.03 SUBMITTED NOW IS FOR IMPACT |
| | WINDOWS. THEREFORE, IMPACT WINDOWS DON'T REQUIRE STORM |
| | SHUTTERS. |
| | |
| | 5- FLAT ROOF PRODUCT APPROVAL SUBMITTED. SPECIFY WHICH |
| | APPROVED ASSEMBLY IS GOING TO BE INSTALLED. AND PROVIDE |
| | SIGNED AND SEALED RAS 117 CALCULATIONS FOR NAIL |
| | ENHANCING AT PERIMETER AND CORNER AREAS AS REQUIRED BY |
| | GENERAL LIMITATION #7 ON LAST PAGE OF NOA 07-1219.09 |
| | SUBMITTED. NEED THE NAIL ENHANCING TO MEET THE DESIGN |
| | PRESSURES REQUIRED BY SEC. R301.2.1.4.3 OF 2010 |
| | FBC-RESIDENTIAL. |
| | |
| | ***NOTE; NEW ENGINER OF RECORD RESPONDED: "THE NOA |
| | NOTES THAT THE WIND PRESSURES ARE ACCEPTABLE. THE ROOF |
| | AREAS ARE BOTH UNDER 400 SQUARE FEET IN AREA". |
| | A) ENGINEER TO CLARIFY WHERE IN THE FLORIDA BUILDING |
| | CODE OR ASCE STANDARD STATES THAT ROOF AREAS UNDER 400 |
| | S.F. ARE EXEMPT FROM DESIGN PRESSURES. ROOF ASSEMBLIES |
| | ARE COMPONENTS AND CLADDING WHERE PERIMETER AND CORNER |
| | AREAS HAVE GREATER DESIGN PRESSURES. THAT'S WHY GENERAL |
| | LIMITATION #7 ALLOWS NAIL ENHANCING CALCULATIONS. ON |
| | THE OTHER HAND, GENERAL LIMITATION #9 DOESN'T ALLOW |
| | NAIL ENHANCING AND CAN'T BE USED. |
| | |
| | B) ENGINEER TO REVIEW RAS 117 AND SPECIFIC APPROVED |
| | ASSEMBLY FROM NOA PROVIDED. AND, THEN PROVIDE THE |
| | REQUIRED CALCULATIONS. THESE CALCULATIONS ARE TO |
| | DETERMINE THE PROPER ATTACHMENT OF ANCHOR AND/OR BASE |
| | SHEETS AND INSULATION PANELS ON FLAT ROOF. THESE |
| | CALCULATIONS ARE FOR CLADDING FASTENERS AND THE |
| | EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA |
| | THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER. SEE ALSO |
| | COMPONENT AND CLADDING TABLE R301.2(2) OF 2010 |
| | FBC-RESIDENTIAL |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561)805-6712 |
