| Date |
Text |
| 2008-07-01 11:40:46 | 2004 FBC W/2007 REVISIONS |
| | ADDITION TO SFD |
| | |
| | DENIED BY BUILDING |
| | |
| | 1)BEFORE A PERMIT TO CONSTRUCT CAN BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY (PH.233-5025). THE PLANS MUST BE |
| | STAMPED AND THE PAID RECEIPT SUBMITTED TO THE CITY |
| | BUILDING DEPARTMENT. |
| | |
| | 2) THE ENERGY CALCULATION FORM IS REQUIRED TO BE SIGNED |
| | AND DATED BY THE OWNER/AGENT. THE FORM LISTS R-5 WALL |
| | INSULATION AND THE PLANS SPECIFY R-4.5 (A MINIMUM OF |
| | R-5 IS REQUIRED BY METHOD A). PLEASE CORRECT. THE FORM |
| | LISTS R-30 CEILING INSULATION AND THE PLANS HAVE R-32. |
| | PLEASE CORRECT. SEE FBC 13-600. |
| | |
| | 3) SHOW COMPLIANCE WITH 2004 FBC EXISTING BUILDING |
| | SECTION 904.2, WHICH REQUIRES SMOKE ALARMS IN THE |
| | EXISTING BUILDING AS WELL AS THE ADDITION. SEE ALSO |
| | R313.1.1. |
| | |
| | 4) THE NEW BATHROOM IS REQUIRED TO HAVE A DOOR WITH A |
| | 29" CLEAR OPENING, MEASURED FROM THE FACE OF THE DOOR |
| | TO THE OPPOSITE STOP WITH THE DOOR OPEN 90 DEGREES. SEE |
| | R322. |
| | |
| | 5) SPECIFY THE WALL THICKNESS OF THE 3" PIPE COLUMN. |
| | SPECIFY THE WELD TYPE AT THE BASE AND CAP OF THE |
| | COLUMN. PROVIDE A DETAIL OF THE COLUMN CAP, SHOWING THE |
| | NUMBER, SIZE, ETC. OF EMBEDS. |
| | |
| | 6) PROVIDE WINDOW AND DOOR BUCK DETAILS. SEE FBC |
| | R613.6.1.1. |
| | |
| | 7) SPECIFY HOW TERMITE PROTECTION WILL BE PROVIDED ON |
| | THE PLANS AS REQUIRED BY R320.1. |
| | |
| | 8) SHOW COMPLIANCE WITH R403.1.4 MINIMUM DEPTH. ALL |
| | EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 INCHES |
| | (305 MM) BELOW THE UNDISTURBED GROUND SURFACE. |
| | |
| | 9) 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. |
| | |
| | 10) SHOW COMPLIANCE WITH R806.1 VENTILATION REQUIRED. |
| | ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE |
| | CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF |
| | RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE |
| | SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE |
| | ENTRANCE OF RAIN. VENTILATING OPENINGS SHALL BE |
| | PROVIDED WITH CORROSION-RESISTANT WIRE MESH, WIT H 1 / |
| | 8 INCH (3.2 MM) MINIMUM TO 1/4 INCH (6.4 MM) MAXIMUM |
| | OPENINGS. |
| | |
| | 11) THE ROOF SHEATHING FASTENING SPECIFIED ON SHEET 1 |
| | IS INCORRECT. SEE 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 |
| | FOR 130 MPH OR GREATER DESIGN WIND SPEEDS IN ACCORDANCE |
| | WITH FIGURE R803.2.3.1 . |
| | |
| | 12) THE ROOF FASTENING SCHEDULE ON SHEET 3 DOES NOT |
| | SPECIFY RING SHANK NAILS. THE ROOF SHEATHING THICKNESS |
| | SPECIFIED ON SHEET 3 IS DIFFERENT THAN ON SHEET 1. |
| | PLEASE COORDINATE NOTES. SEE FBC R803.2.3.1 AND FBC |
| | 106.1.1* CITY AMENDMENTS. |
| | |
| | 13) ON SHEET 2 , A 140 MPH 3 SECOND GUST WIND SPEED |
| | WITH EXPOSURE B AND C IS SPECIFIED. ON SHEET 3 A 150 |
| | MPH 3 SECOND GUST WIND SPEED AND EXPOSURE C IS |
| | SPECIFIED. PLEASE COORDINATE THE DESIGN DATUM. SEE R |
| | 301.2.1. |
| | |
| | 14) THE COMPONENT AND CLADDING PRESSURES FOR EXPOSURE C |
| | SPECIFIED ON SHEET 2 ARE TOO LOW. SEE TABLE R301.2(2) |
| | AND TABLE R301.2(3). THE ADJUSTMENT COEFFICIENT FOR |
| | EXPOSURE C WITH A 15' MRH IS 1.21. PLEASE REVISE OR |
| | SUBMIT SIGNED AND SEALED CALCULATIONS FOR THE COMPONENT |
| | AND CLADDING VALUES THAT ARE SPECIFIED ON THE PLANS. |
| | |
| | 15)FBC 106.3* CITY AMENDMENTS PRODUCT APPROVALS. |
| | THOSE PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 |
| | SHALL BE REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 16) SUBMIT PRODUCT APPROVALS FOR THE SINGLE HUNG |
| | WINDOWS, MULLIONS AND STORM PANELS THAT ARE TO BE |
| | REINSTALLED. SPECIFY THE MOUNT TYPE, FASTENERS, |
| | FASTENER SPACING, EDGE DISTANCE, GLASS SEPARATION, ETC. |
| | FOR THE STORM PANELS. CIRCLE ALL INFORMATION USED TO |
| | DETERMINE ADEQUATE INSTALLATION FROM THE STORM PANEL |
| | PRODUCT APPROVALS. |
| | |
| | 17) SPECIFY THE FASTENING OPTION THAT WILL BE USED TO |
| | INSTALL THE GAF MODIFIED ROOF SYSTEM. SUBMIT RAS 117 |
| | CALCULATIONS FOR ENHANCED FASTENING AS REQUIRED BY |
| | LIMITATION NUMBER 7 OF THE ROOFING NOA. |
| | |
| | 18) PLEASE SUBMIT ONE SET OF OLD PLANS WITH A RESPONSE |
| | LETTER INDICATING HOW AND WHERE ON THE PLANS THE |
| | COMMENTS HAVE BEEN ADDRESSED. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
