| Date |
Text |
| 2012-05-15 18:02:44 | RESIDENTIAL (R3) RENOVATION/ALTERATION BUILDING REVIEW |
| | COMMENTS. |
| | 2010 FLORIDA RESIDENTIAL CODE AND 2010 FBC. |
| | |
| | 1- VALUE DECLARED IN THE PERMIT APPLICATION IS TOO LOW. |
| | SCOPE OF WORK SHOWN ON PLANS IS A LOT MORE THAN THE |
| | SCOPE OF WORK DESCRIBED ON THE PERMIT APPLICATION. |
| | VALUE NEED TO INCLUDE ALL LABOR, MATERIALS, |
| | CONTRACTOR'S OVERHEAD AND PROFIT AND THE DESIGN |
| | PROFESSIONAL FEES. PLEASE UPDATE THE VALUE TO INCLUDE |
| | ALL WORK SHOWN ON THE PLANS SUBMITTED (EXCEPT FOR THE |
| | DRIVEWAY, WHICH IS A SEPARATE PERMIT) AS REQUIRED BY |
| | SEC. 109.3 OF CITY AMENDMENTS TO FBC. |
| | |
| | 2- PROVIDE PRODUCT APPROVALS (2 COPIES) AS REQUIRED BY |
| | DCA RULE 9N-3 FOR: |
| | A) FRENCH DOORS. SUBMIT 2 COPIES. ONLY ONE FLORIDA |
| | PRODUCT APPROVAL FL14569-R2 WAS SUBMITTED. |
| | |
| | B) SINGLE HUNG WINDOWS. NOA 07-0717.05 SUBMITTED WAS |
| | SUPERSEDED BY MIAMI-DADE. VISIT THE MIAMI-DADE WEBSITE |
| | AND DOWNLOAD CURRENT NOA. AND, PROVIDE 2 COPIES. |
| | |
| | C) GARAGE DOOR AS SHOWN ON PLANS. |
| | |
| | D) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED BY THE |
| | ENGINEER ON PLANS AND DETAILS. PROVIDE ONLY THE COVER |
| | PAGE AND PAGE SHOWING THE CONNECTOR. THIS APPLIES TO |
| | THE STRUCTURAL CONNECTORS ONLY. |
| | |
| | 3- 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 TO FBC. |
| | |
| | 4- SPECIFY THE DESIGN PRESSURES FOR THE NEW GARAGE |
| | DOOR. SEC. R301.2.1.4.3. |
| | |
| | 5- PROVIDE COMPLETE FRAMING DETAILS AND SPECIFICATIONS |
| | FOR THE INSTALLATION OF THE NEW TRELLIS AND WOOD DECKS |
| | SHOWN ON PLANS. SPECIFY WOOD FRAMING MEMBERS SIZES AND |
| | CONNECTORS. SEC. 107.2.1.3 CITY AMENDMENTS TO FBC. |
| | |
| | 6- PLANS NEED TO PROVIDE THE NAME AND SIGNATURE OF THE |
| | PERSON RESPONSIBLE FOR THE DESIGN AS REQUIRED BY SEC. |
| | 107.2.1 CITY AMENDMENTS TO FBC. |
| | |
| | 7- DETAIL 5 ON SHEET S-2: SPECIFY HOW THE EXISTING |
| | CEILING RAFTERS ARE REINFORCED WHEN CUT TO RECEIVED THE |
| | NEW (3)2X8 GIRDER. ARE THESE CEILING RAFTERS OR WOOD |
| | TRUSSES?. AND HOW ARE THEY ATTACHED TO THE NEW GIRDER. |
| | SEC. 107.2.1.3 CITY AMENDMENTS TO FBC. |
| | |
| | 8- THIS IA AN ALTERATION LEVEL 3 NOT 2. SEC. 405 OF |
| | 2010 FBC-EXISTING BUILDING. REVISE INFORMATION ON |
| | SHEETS SP AND D1 AS REQUIRED. |
| | |
| | 9- SHEET S-2: REVISE CORNER DISTANCE A ON THE WIND LOAD |
| | SCHEDULE. NOTE ON FIGURE R301.2(7) REQUIRES A=4 FEET IN |
| | ALL CASES. |
| | |
| | IF YOU HAVE ANY QUESTION, PLEASE CALL |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561)805-6712. |
