| Date |
Text |
| 2013-07-24 09:12:48 | RESIDENTIAL (R3) ADDITION, SECOND BUILDING REVIEW |
| | COMMENTS. |
| | CODE: 2010 FBC. |
| | |
| | 1- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY |
| | DCA RULE 9N-3 FOR: |
| | A) GARAGE DOOR THAT MEETS THE DESIGN PRESSURES |
| | CALCULATED BY THE ARCHITECT ON SHEET 3 OF 6. MIAMI-DADE |
| | NOA 12-0228.04 SUBMITTED DOESN'T MEET THE CALCULATED |
| | DESIGN PRESSURES. AND. IT WAS SUPERSEDED BY MIAMI-DADE. |
| | VISIT THE MIAMI-DADE WEBSITE AND DOWNLOAD CURRENT NOA |
| | THAT MEETS THE CALCULATED DESIGN PRESSURES. |
| | |
| | B) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON |
| | PLANS, DETAILS, SECTIONS AND SPECIFICATIONS. ***NOTE: |
| | PROVIDE ONLY THE PRODUCT APPROVAL COVER PAGE AND PAGE |
| | SHOWING SPECIFIED CONNECTOR. (NO DONE). |
| | |
| | C) PRECAST LINTELS AS SPECIFIED ON PLANS. (NO DONE). |
| | |
| | 2- ARCHITECT TO REVIEW AND APPROVE IN WRITING (NOT |
| | SIGNING AND SEALING) ALL THE PRODUCT APPROVALS. SEC. |
| | 107.3.4.1 CITY AMENDMENTS TO FBC. (NO DONE). |
| | |
| | 3- SPECIFY ON PLANS CARBON MONOXIDE ALARMS AS REQUIRED |
| | BY SEC. R315 OF 2010 FBC-RESIDENTIAL. (NO DONE). |
| | |
| | 4- SOIL TEST REPORT SUBMITTED STATES "ALLOWABLE BEARING |
| | PRESSURE OF 1,500 PSF". WHILE, ARCHITECT SPECIFIES ON |
| | THE FOUNDATION PLAN "SOIL BEARING CAPACITY MIN. 2500 |
| | PSF". EXISTING SOIL WILL NOT SUPPORT PROPOSED |
| | STRUCTURE. THIS NEEDS TO BE ADDRESSED BY THE ARCHITECT |
| | OF RECORD OR BY THE GEOTECHNICAL ENGINEER. SEC. |
| | 107.2.1.3 OF CITY AMENDMENTS TO FBC. |
| | |
| | 5- ARCHITECT TO SPECIFY ON PLANS ALL DEAD AND LIVE |
| | LOADS INCLUDING THE ATTIC LIVE LIVE LOADS AS REQUIRED |
| | BY SEC. R301.1 AND TABLE R301.5 OF 2010 |
| | FBC-RESIDENTIAL. (NO DONE). |
| | |
| | 6- PROVIDE MANUFACTURER SPECS FOR THE ICYNENE |
| | INSULATION SPECIFIED ON PLANS AND ENERGY CALCULATIONS. |
| | SEC. 107.2.1 CITY AMENDMENTS TO FBC. (NO DONE). |
| | |
| | 7- SHEET 5 OF 6: A) IDENTIFY ROOF SHEATHING ZONES AS |
| | REQUIRED BY FIGURE R803.2.3.1 OF 2010 FBC-RESIDENTIAL. |
| | NOTE THAT GABLE END REQUIRES 5'-0". (NO DONE). |
| | |
| | B) SPECIFY TRUSS CONNECTORS FOR TRUSSES THAT ARE GOING |
| | TO BE SUPPORTED ON EXISTING MASONRY WALL BY THE NEW |
| | WALK IN CLOSET. SEC. 107.2.1 CITY AMENDMENTS. (NO |
| | DONE). |
| | |
| | 8- WALL SECTION ON SHEET 6 OF 6; A) CLARIFY IF ATTIC IS |
| | DESIGNED TO BE VENTED OR UNVENTED. SEC. R806 OF 2010 |
| | FBC-RESIDENTIAL. THERE IS ONE NOTE SAYING "MATCH |
| | EXISTING SOFFIT & VENTS", BUT THERE ARE SPECIFICATIONS |
| | FOR ICYNENE INSULATION IN THE ATTIC. REVISE AS REQUIRED |
| | TO MATCH. COORDINATE WITH ENERGY CALCULATIONS |
| | SUBMITTED. (NO DONE). |
| | |
| | B) IF DESIGNING VENTED ATTIC, THEN SPECIFY VENT SIZE |
| | AND SPACING. SEC. R806 OF 2010 FBC-RESIDENTIAL AND SEC. |
| | 103 OF 2010 FBC-ENERGY CONSERVATION. (NO DONE). |
| | |
| | C) CLARIFY IF USING THE RIDGE VENT OR NOT. THERE WAS A |
| | PRODUCT APPROVAL SUBMITTED FOR RIDGE VENT. ARCHITECT TO |
| | SPECIFY ON PLANS THE RIDGE VENT IF USING IT. SEC. |
| | 107.2.1 CITY AMENDMENTS. (NO DONE). |
| | |
| | D) IF DESIGNING UNVENTED ATTIC, THEN, SPECIFY R-VALUE |
| | FOR THE ICYNENE INSULATION. SEC. 103 OF 2010 FBC-ENERGY |
| | CONSERVATION. COORDINATE WITH ENERGY CALCULATIONS. (NO |
| | DONE). |
| | |
| | F) SPECIFY R-VALUE IN WALL INSULATION. COORDINATE WITH |
| | ENERGY CALCULATIONS. SEC. 103 OF 2010 FBC-ENERGY |
| | CONSERVATION. (NO DONE). |
| | |
| | 9- NEW TRUSS PACKAGE SUBMITTED (CHAPTER 471 FLORIDA |
| | STATUTE AND SEC. 61G15-31.003): |
| | A) COVER SHEET NEEDS TRUSS ENGINEER ORIGINAL SIGNATURE. |
| | NOT COPY. |
| | |
| | B) COVER PAGE IS MISSING THE MAME AND LICENSE NUMBER OF |
| | THE BUILDING DESIGNER OF RECORD. |
| | |
| | C) DESIGNER OF RECORD TO REVIEW AND APPROVE TRUSS |
| | PACKAGE. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561)805-6712 |
