| Date |
Text |
| 2015-03-28 11:33:24 | PLAN REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC 2010 |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) THE SCOPE OF WORK ON SHEET A-1 ITEM #2 STATES NEW |
| | CBS BUILDING BETWEEN MAIN HOUSE. THE PALM BEACH COUNTY |
| | PROPERTY APPRAISER AND THE SURVEY SHOW THE OTHER |
| | BUILDING AS A DETACHED GARAGE. THE REVISED PLANS THAT |
| | WERE SUBMITTED SHOW THE DETACHED GARAGE AS A GUEST |
| | ROOM. I COULD NOT LOCATE ANY DOCUMENTATION THAT THE |
| | GARAGE WAS LEGALLY CONVERTED TO HABITABLE SPACE WITH |
| | THE REQUIRED PERMITS AND INSPECTIONS. PROVIDE THE |
| | DOCUMENTATION OR THIS WILL BE A CHANGE OF OCCUPANCY AND |
| | WILL BE REQUIRED TO COMPLY WITH CHAPTER 9 OF THE FBC |
| | EXISTING BUILDING. THE STRUCTURE WILL REQUIRE A |
| | STRUCTURAL ANALYSIS (907.2). ELECTRICAL, PLUMBING, |
| | MECHANICAL AND ENERGY REQUIREMENTS WILL HAVE TO BE |
| | ADDRESSED. PLEASE PROVIDE CLARIFICATION. FBC 107.2.1 |
| | |
| | 2) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY DCA RULE 9N-3 |
| | THAT HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD. PROVIDE TWO COMPLETE PRODUCT |
| | APPROVALS WITH FL OR NOA NUMBERS INCLUDING INSTALLATION |
| | INSTRUCTIONS AND MAXIMUM DESIGN PRESSURES FOR EACH OF |
| | THE DIFFERENT ROOFING MATERIALS, WINDOW/GLASS TYPES, |
| | STRUCTURAL MULLIONS, EXTERIOR DOOR TYPES AND SIMPSON |
| | CONNECTORS. (SINGLE HUNG WINDOW AND MULLION PRODUCT |
| | APPROVALS WERE SUBMITTED WITH ORIGINAL APPLICATION.) |
| | NOTE: IF THE PRODUCT APPROVAL NUMBERS FOR THE SIMPSON |
| | CONNECTORS ARE LISTED ON THE PLANS THEIR PRODUCT |
| | APPROVALS DO NOT HAVE TO BE SUBMITTED. |
| | |
| | 3) FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-R301.2. THE VULT WIND SPEED |
| | IS SPECIFIED AS 175 MPH IN ONE PLACE ONE SHEET A-1, |
| | RATHER THAN 170MPH. THE WINDOW AND DOOR PRESSURES ON |
| | A-2 ARE NOT CORRECT FOR EXPOSURE D. |
| | |
| | 4)SHOW COMPLIANCE WITH 2010 FBC ENERGY CONSERVATION |
| | SECT. 101.4.3 & 103.2 BY SUBMITTING THE PROPER |
| | CONSTRUCTION DOCUMENTS. SEE RESIDENTIAL BUILDING FORMS |
| | 402 OR 405. |
| | FBC ENERGY CONSERVATION - SECT. 103.2.3.2 CODE |
| | COMPLIANCE CERTIFICATION. |
| | THE BUILDING'S OWNER, THE OWNER'S ARCHITECT, OR OTHER |
| | AUTHORIZED AGENT LEGALLY DESIGNATED BY THE OWNER SHALL |
| | CERTIFY THAT THE BUILDING IS IN COMPLIANCE WITH THE |
| | CODE, AS PER SECTION 553.907, FLORIDA STATUTES, PRIOR |
| | TO RECEIVING THE PERMIT TO BEGIN CONSTRUCTION OR |
| | RENOVATION. |
| | |
| | 5) SHOW COMPLIANCE WITH R803.2.3.1 SHEATHING |
| | FASTENINGS. WOOD STRUCTURAL PANEL SHEATHING SHALL BE |
| | FASTENED TO ROOF FRAMING WITH 8D RING-SHANK NAILS AT 6 |
| | INCHES ON CENTER AT EDGES AND 6 INCHES ON CENTER AT |
| | INTERMEDIATE FRAMING. |
| | WHERE ROOF FRAMING WITH A SPECIFIC GRAVITY, 0.42 < G < |
| | 0.49 IS USED, SPACING OF RING-SHANK FASTENERS SHALL BE |
| | 4 INCHES ON CENTER IN NAILING ZONE 3 IN ACCORDANCE WITH |
| | FIGURE R803.2.3.1 WHERE VASD AS DETERMINED IN |
| | ACCORDANCE WITH SECTION R301.2.1.3 IS 130 MPH OR |
| | GREATER. |
| | |
| | 6) SHOW COMPLIANCE WITH R404.1.6 HEIGHT ABOVE FINISHED |
| | GRADE. CONCRETE AND MASONRY FOUNDATION WALLS SHALL |
| | EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE |
| | FOUNDATION AT ALL POINTS A MINIMUM OF 4 INCHES (102 MM) |
| | WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 INCHES |
| | (152 MM) ELSEWHERE. |
| | |
| | 7) SHOW COMPLIANCE WITH R806 FOR ROOF VENTILATION. |
| | |
| | 8) THE WINDOW BUCK DETAILS ON SHEET A-2 ARE INCORRECT. |
| | FBC- R612.10.2 ANCHORAGE DETAILS. UNLESS OTHERWISE |
| | TESTED, BUCKS SHALL EXTEND BEYOND THE INTERIOR FACE OF |
| | THE WINDOW OR DOOR FRAME SUCH THAT FULL SUPPORT OF THE |
| | FRAME IS PROVIDED. |
| | |
| | 9) THE NOTE UNDER THE NEW EAST ELEVATION ON SHEET A-2 |
| | IS INCORRECT. THE 2010 FBC AND ASCE 7-10 ARE THE ONES |
| | THAT APPLY TO THIS PROJECT. THERE IS NO VULT LOW WIND |
| | SPEED. THE VASD OR V NOMINAL WIND SPEED IS 132 MPH FOR |
| | THIS PROJECT. |
| | |
| | 10) PROVIDE A STRUCTURAL DETAIL SHOWING HOW THE NEW |
| | BLOCK WALL AND U BEAMS WILL BE TIED INTO THE EXISTING |
| | STRUCTURES. FBC 301.1 |
| | |
| | 11) ON SHEET A-3, THE NOTE UNDER THE LINTEL DESIGN |
| | REFERENCES THE 2007 FBC AND NOT THE 2010 FBC. |
| | |
| | 12) IN ORDER TO REDUCE PLAN REVIEW TIMES AND PROVIDE |
| | CLARIFICATION, PLEASE SUBMIT A RESPONSE LETTER |
| | INDICATING HOW EACH OF THE REVIEW COMMENTS HAS BEEN |
| | ADDRESSED. |
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