| Date |
Text |
| 2013-12-09 15:06:39 | NEW RESIDENTIAL SHED, BUILDING REVIEW COMMENTS. |
| | CODE: 2010 FBC. |
| | |
| | 1- SHEET S.1: |
| | A) DESIGN PARAMETERS: *(1) CLARIFY IF THE WIND SPEED OF |
| | 170 MPH IS THE ULTIMATE OR THE OR NOMINAL DESIGN WIND |
| | SPEED. SEC. R301.2.1.3 OF 2010 FBC-RESIDENTIAL. |
| | |
| | **(2) CLARIFY IF WIND EXPOSURE IS "D" OR "C". DESIGN |
| | PARAMETERS CALL FOR "D", WHILE STRUCTURAL NOTE 2(C) ON |
| | SAME PAGE CALLS FOR EXPOSURE "C". SEC. 107.2.1 CITY |
| | AMENDMENTS TO FBC. |
| | |
| | ***(3) CLARIFY WHY THE ROOF LIVE LOAD IS ONLY 10PSF. |
| | WHAT SECTION OF THE CODE IS USED TO DETERMINE THIS ROOF |
| | LIVE LOAD?. ALSO, COORDINATE WITH "ADDED ROOF DESIGN |
| | LOADS" SHOWN ON SHEET S.2. SEC. 07.2.1 CITY AMENDMENTS |
| | TO FBC. |
| | |
| | ****(4) CLARIFY WHY THE BOTTOM CHORD DEAD LOAD IS |
| | 30PSF. SEC. R301.1 OF 2010 FBC-RESIDENTIAL. |
| | |
| | B) REVISE THE DOORS AND WINDOWS DESIGN PRESSURES TO |
| | MATCH THE CORRECT EXPOSURE AS SPECIFIED ON ITEM # A)(2) |
| | ABOVE. SEC. R301.1 OF 2010 FBC-RESIDENTIAL. |
| | |
| | C) SPECIFY SAFETY GLASS FOR THE WINDOW IN THE STORAGE |
| | AREA AS REQUIRED BY SEC. R308.4(2) OF 2010 |
| | FBC-RESIDENTIAL. |
| | |
| | D) TYP. WOOD FRAME WALL DETAIL: SPECIFY THE HEADER |
| | SIZES. SEC. R301.1 OF 2010 FBC-RESIDENTIAL. |
| | |
| | E) SPECIFY TWO LAYERS OF ROOF UNDERLAYMENT AS REQUIRED |
| | BY SEC. R905.2.2 OF 2010 FBC-RESIDENTIAL |
| | |
| | 2- SHEET S.2: |
| | A) NEW ROOF FRAMING PLAN. SPECIFY CONNECTORS TOP AND |
| | BOTTOM FOR (3)2X6 STUDS SUPPORTING THE RIDGE BEAM. SEC. |
| | R301.1 OF 2010 FBC-RESIDENTIAL. |
| | |
| | B) PROVIDE GABLE END FRAMING DETAIL THAT MATCHES |
| | PROPOSED ROOF FRAMING PLAN SHOWN. SEC. R301.1 OF 2010 |
| | FBC-RESIDENTIAL. |
| | DETAIL PROVIDE ON SAME SHEET DOESN'T MATCH PROPOSED |
| | ROOF FRAMING PLAN. |
| | |
| | C) COMPONENT AND CLADDING PRESSURES ZONES CHART: |
| | *(1) REVISE NAIL SPACING. ROOF ZONE 3 REQUIRES NAIL |
| | SPACING TO BE AT 4"O.C. AND, ROOF ZONE 1 AND 2 REQUIRES |
| | NAIL SPACING TO BE 6"O.C. |
| | |
| | **(2) REVISE PLAN FOR GABLE ROOF SHEATHING. GABLE IS |
| | ROOF ZONE 3 ONLY AND FOR 5'-0" MIN. SEE FIGURE |
| | R803.2.3.1 OF 2010 FBC-RESIDENTIAL. |
| | |
| | D) SECTION "A-A": REVISE THE ROOF SHEATHING |
| | SPECIFICATIONS TO MATCH COMPONENT AND CLADDING PRESSURE |
| | ZONES CHART AND ITEM C) ABOVE. SEC. 107.2.1 CITY |
| | AMENDMENTS TO FBC. |
| | |
| | 3- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY |
| | DCA RULE 9N-3 FOR: |
| | A) VINYL SIDING PRODUCT APPROVAL AS SHOWN ON PLANS. |
| | FLORIDA PRODUCT APPROVAL FL705-R3 SUBMITTED IS FOR |
| | STRUCTURAL WALL PANELS NOT FOR VINYL SIDING. |
| | |
| | B) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON |
| | FRAMING PLANS, DETAILS AND SECTIONS. NOTE: PROVIDE ONLY |
| | THE PRODUCT APPROVAL COVER PAGE AND PAGE SHOWING THE |
| | SPECIFIED CONNECTOR. |
| | |
| | 4- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| | ALL PRODUCT APPROVALS AS REQUIRED BY SEC. 107.3.4.1 OF |
| | CITY AMENDMENTS. ***NOTE: PRODUCT APPROVALS SUBMITTED |
| | HAVE THE REVIEW STAMP, BUT THEY ARE MISSING THE |
| | SIGNATURE OF THE ENGINEER OF RECORD. |
| | |
| | 5- HURRICANE STORM SHUTTERS: PROVIDE COMPLETE |
| | INSTALLATION SCHEDULE. SPECIFY MOUNTING CONDITIONS AND |
| | SPECIFIC ANCHOR AND SPACING. SEE CITY SAMPLE ON CITY |
| | WEBSITE OR OBTAIN ONE FROM THE LOBBY FRONT DESK. SEC. |
| | 107.2.1 CITY AMENDMENTS TO FBC. |
| | |
| | 6- VALUATION DECLARED IN THE PERMIT APPLICATION IS TOO |
| | LOW. FOR THE PURPOSE OF PERMITTING VALUATION INCLUDES |
| | ALL LABOR, MATERIALS, CONTRACTOR'S OVERHEAD AND PROFIT |
| | AND DESIGN PROFESSIONAL FEES. SEC. 109.3 CITY |
| | AMENDMENTS TO FBC. VALUATION WAS UPDATED TO $11,776. |
| | THE NEW PERMIT FEE BALANCE IS $406.59. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561)805-6712 |
