| Date |
Text |
| 2012-10-04 14:09:01 | RESIDENTIAL (R3) ADDITION BUILDING REVIEW COMMENTS. |
| | CODE: 2010 FBC-RESIDENTIAL.. |
| | |
| | 1- PORCH SECTION A/A-1: |
| | A) SIMPSON THA218 HANGER SPECIFIED BY THE ENGINEER CAN |
| | NOT BE USED UPSIDE DOWN AND IT IS NOT DESIGNED FOR |
| | UPLIFT. SEE SIMPSON CATALOG AND REVISE CONNECTOR AS |
| | REQUIRED. OR, PROVIDE COMPLETE ENGINEERING ANALYSIS |
| | SHOWING HOW THIS CONNECTOR IS SUITABLE FOR THE PROPOSED |
| | INSTALLATION. SEC. 107.2.1.3 OF CITY AMENDMENTS TO FBC. |
| | |
| | B) SPECIFY SLOPE OF ROOF. SEC. R905.11.1 OF 2010 |
| | FBC-RESIDENTIAL. |
| | |
| | C) SPECIFY ROOF SHEATHING NAIL SIZE AND SPACING. NEED |
| | 8D RING SHANK NAILS MIN. AND ZONE 3 REQUIRES NAILS AT |
| | 4"O.C.. SEC. R803..2.3.1. |
| | |
| | D) 2X10 ROOF RAFTERS ARE SPACED AT 24" O.C. OR 16" O.C. |
| | BOTH SPECIFICATIONS ARE SHOWN ON THE SAME WALL SECTION. |
| | REVISE/CLARIFY AS REQUIRED. SEC. 107.2.1 CITY |
| | AMENDMENTS. |
| | |
| | E) SPECIFY ROOF CROSS VENTILATION. SEC. R806. |
| | |
| | F) SPECIFY FOOTING SIZE AND REINFORCEMENT. SEC. 107.2.1 |
| | CITY AMENDMENTS. |
| | |
| | 2- STORAGE WALL SECTION B-A-1: |
| | A) PROVIDE COMPLETE SPECIFICATIONS FOR NEW CONCRETE |
| | SLAB. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | B) SPECIFY FOOTING SIZE AND REINFORCEMENT. SEC. 107.2.1 |
| | CITY AMENDMENTS. |
| | |
| | C) PROVIDE ALL THE RELEVANT INFORMATION THAT WAS |
| | REQUESTED ON ITEM #1 ABOVE. SEC. 107.2.1 CITY |
| | AMENDMENTS. |
| | |
| | 3- WIND INFORMATION: |
| | A) PROVIDE ALL THE DESIGN LOADS AS REQUIRED BY SEC. |
| | R301.1. |
| | |
| | B) SPECIFY THE INTERNAL PRESSURES COEFFICIENT. "CH 16 |
| | FBC" DOESN'T PROVIDE ANY-SPECIFIC DESIGN INFORMATION. |
| | ENGINEER NEEDS TO PROVIDE SPECIFIC DESIGN INFORMATION |
| | NOT CITING THE CODE. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | 4- SCOPE OF WORK NOTES: WHERE ARE THE OUTSIDE BAR AND |
| | APPLIANCES SPECIFIED ON NOTE #3?. ALSO, PORCH AREA IS |
| | NOT CONSIDERED A LIVABLE AREA. REVISE AS REQUIRED. |
| | PROVIDE CLEAR INFORMATION AS REQUIRED BY SEC. 107.2.1 |
| | CITY AMENDMENTS. |
| | |
| | 5- PROVIDE COMPLETE FRAMING DETAILS FOR NEW EXTERIOR |
| | DOOR. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | 6- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY |
| | DCA RULE 9N-3 FOR: |
| | A) FOR ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON |
| | PLANS AND DETAILS. |
| | |
| | B) FIBERGLASS EXTERIOR DOOR. PROVIDE PRODUCT APPROVAL |
| | FOR DOOR THAT MEETS THE DESIGN PRESSURES CALCULATED BY |
| | THE ENGINEER. AND, NOA 06-1212.01 EXPIRED ON 9-6-12. |
| | |
| | C) STORM PANELS SHUTTER. NOA 07-0817.03 SUBMITTED WAS |
| | SUPERSEDED BY MIAMI-DADE. VISIT THE MIAMI-DADE WEBSITE |
| | AND DOWNLOAD CURRENT NOA AND RESUBMIT. |
| | |
| | 7- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| | (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS |
| | REQUIRED BY SEC. 107.3.4.1 CITY AMENDMENTS. |
| | ALSO, PRODUCT APPROVALS SUBMITTED HAVE AN ENGINEER'S |
| | REVIEW STAMP, BUT THE ENGINEER DIDN'T SIGN THE STAMP. |
| | MAKE SURE ALL THE PRODUCT APPROVALS REVIEW STAMP ARE |
| | SIGNED BY THE ENGINEER. |
| | |
| | 8- 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. |
| | |
| | 9- FLAT ROOF PRODUCT APPROVAL SUBMITTED. SPECIFY WHICH |
| | APPROVED ASSEMBLY IS GOING TO BE INSTALLED. IF SELECTED |
| | ASSEMBLY DOESN'T MEET THE DESIGN PRESSURES REQUIRED BY |
| | SEC. R301.2.1.4.3, THEN SIGNED AND SEALED RAS 117 |
| | CALCULATIONS ARE REQUIRED. SEC. 107.2.1 CITY |
| | AMENDMENTS. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561)805-6712 |
