| Date |
Text |
| 2007-08-30 17:21:28 | 2004 FBC WITH 2007 SUPPLEMENT |
| | CONSTRUCT NEW SINGLE FAMILY RESIDENCE |
| | |
| | DENIED BY BUILDING |
| | |
| | 1)A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2)SUBMIT A COPY OF THE PAID RECEIPT FOR THE PALM |
| | BEACH COUNTY IMPACT FEES. |
| | |
| | 3) REVISE THE CODE EDITION SPECIFIED ON SHEET T1 TO THE |
| | 2004 FBC WITH 2007 SUPPLEMENT. |
| | |
| | 4) THE REAR QUADRANT OF THE STRUCTURE ABUTS A LAKE AND |
| | A GOLF COURSE, WHICH HAS EXPOSURE C-TYPE TERRAIN FOR A |
| | DISTANCE OF MORE THAN 600 FEET. THEREFORE,THE |
| | STRUCTURE IS LOCATED IN EXPOSURE CATEGORY C. PER |
| | R301.2.1.4 EXPOSURE CATEGORY. 3. EXPOSURE C. OPEN |
| | TERRAIN WITH SCATTERED OBSTRUCTIONS, INCLUDING SURFACE |
| | UNDULATIONS OR OTHER IRREGULARITIES, HAVING HEIGHTS |
| | GENERALLY LESS THAN 30 FEET (9144 MM) EXTENDING MORE |
| | THAN 1,500 FEET (457.2 M) FROM THE BUILDING SITE IN ANY |
| | QUADRANT. THIS EXPOSURE SHALL ALSO APPLY TO ANY |
| | BUILDING LOCATED WITHIN EXPOSURE B-TYPE TERRAIN WHERE |
| | THE BUILDING IS DIRECTLY ADJACENT TO OPEN AREAS OF |
| | EXPOSURE C-TYPE TERRAIN IN ANY QUADRANT FOR A DISTANCE |
| | OF MORE THAN 600 FEET (182.9 M). SHORT-TERM (LESS THAN |
| | TWO YEAR) CHANGES IN THE PRE-EXISTING TERRAIN EXPOSURE, |
| | FOR THE PURPOSES OF DEVELOPMENT, SHALL NOT BE |
| | CONSIDERED OPEN FIELDS. WHERE DEVELOPMENT BUILD OUT |
| | WILL OCCUR WITHIN THREE YEARS AND THE RESULTANT |
| | CONDITION WILL MEET THE DEFINITION OF EXPOSURE B, |
| | EXPOSURE B SHALL BE REGULATING FOR THE PURPOSE OF |
| | PERMITTING. THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, |
| | GRASSLANDS AND OCEAN OR GULF SHORELINES. THIS CATEGORY |
| | DOES NOT INCLUDE INLAND BODIES OF WATER THAT PRESENT A |
| | FETCH OF 1 MILE (1.61 KM) OR MORE OR INLAND WATERWAYS |
| | OR RIVERS WITH A WIDTH OF 1 MILE (1.61 KM) OR MORE (SEE |
| | EXPOSURE D). PLEASE REVISE THE EXPOSURE CATEGORY |
| | SPECIFIED ON THE PLANS AND REVISE THE COMPONENT AND |
| | CLADDING PRESSURES TO EXPOSURE C. |
| | |
| | 5) PLEASE INDICATE THAT THE INTERNAL PRESSURE |
| | COEFFICIENT ON T1 IS FOR BOTH POSITIVE AND NEGATIVE |
| | PRESSURES BY ADDING THE PLUS AND MINUS SIGNS. SEE |
| | ASCE7-02. |
| | |
| | 6)SUBMIT A DRAINAGE PLAN SHOWING COMPLIANCE WITH |
| | R401.3 DRAINAGE. |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS |
| | TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO |
| | DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE |
| | GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM |
| | OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 |
| | MM). |
| | EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER |
| | PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL |
| | WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE |
| | PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. |
| | |
| | 7) TWO OF THE STEEL COLUMNS ON SHEET A1.0 DO NOT HAVE |
| | THE BASE CONNECTIONS SPECIFIED ON THE FOUNDATION PLAN. |
| | |
| | 8) SPECIFY THE LENGTH/EMBED DEPTH OF THE 5/8" EXPANSION |
| | BOLTS IN THE CONNECTION DETAIL G ON A3.0. |
| | |
| | 9) SPECIFY THE WINDLOAD PRESSURES FOR THE EXTERIOR DOOR |
| | AT THE MASTER BEDROOM. |
| | |
| | 10) PLEASE CLARIFY IF THE STEEL COLUMN TO TIE BEAM |
| | CONNECTION DETAIL ON A7 IS FOR THE THE 6 X 2 INCH |
| | COLUMNS BETWEEN THE LIVING ROOM WINDOWS. THE DETAIL |
| | SHOWS A 4 X 4 INCH STEEL COLUMN. |
| | |
| | 11) THE FL PRODUCT APPROVAL NUMBER LISTED IN THE ANCHOR |
| | SCHEDULE ON A3 FOR THE USP RT16 HURRICANE TIE IS |
| | INCORRECT. THE FL NUMBER FOR THIS CONNECTOR IS FL565, |
| | THE ONE LISTED IS FOR THE RT16 FLAT AND TWIST STRAP |
| | CONNECTORS. PLEASE CORRECT. |
| | |
| | 12) THE DOUBLE OUT SWING FRONT DOORS, AS WELL AS, SOME |
| | OF THE OTHER PRODUCTS MAY NOT MEET THE INCREASED |
| | COMPONENT AND CLADDING PRESSURES OF THE EXPOSURE C |
| | CATEGORY. PLEASE REVIEW PRODUCT APPROVALS FOR ADEQUATE |
| | PRESSURES. |
| | |
| | 13) SUBMIT RATIONAL ANALYSIS FROM A FLORIDA LICENSED |
| | ENGINEER FOR THE EXTERIOR 18" X 18" ACCESS DOOR TO THE |
| | WHIRLPOOL TUB MOTOR SHOWING THAT THE DOOR IS CAPABLE OF |
| | WITH STANDING THE WINDLOAD PRESSURES. SPECIFY THE |
| | ANCHOR TYPE, EMBED DEPTH, ETC. PROVIDE MANUFACTURER'S |
| | SPECIFICATIONS. |
| | |
| | 14) SUBMIT PRODUCT APPROVALS FOR THE LARGE MISSLE |
| | IMPACT STRUCTURAL WINDOW MULLIONS. THE ONLY ONES |
| | SUBMITTED ARE BAY WINDOW MULLIONS. |
| | |
| | 15) THE 54 X 96 INCH @ THE DINING ROOM AND 60 X 86 INCH |
| | @ THE MASTER BATH ARCH TOP FIXED GLASS WINDOWS AND THE |
| | 92 X 98 INCH FIXED GLASS WINDOW @ THE MASTER BED ROOM |
| | EXCEED THE SIZE LIMITATIONS OF THE PRODUCT APPROVAL FOR |
| | THE PGT PW-701 WINDOWS. PLEASE CORRECT. |
| | |
| | 16) SUBMIT A SIGNED AND SEALED ANALYSIS REPORT OF TIE |
| | BEAM CB-4 ABOVE THE BAY WINDOW AND THE ECCENTRICALLY |
| | LOADED COLUMNS FROM A FLORIDA LICENSED ENGINEER. THE |
| | ALUMINUM CORNER POSTS FOR THE BAY WINDOWS SHOWN ON A2.O |
| | DO NOT PROVIDE ANY SUPPORT FOR THE GRAVITY LOADS OF THE |
| | BEAM. PROVIDE A STEEL PLACEMENT DETAIL FOR THE BEAM AND |
| | SUPPORTING COLUMN REINFORCEMENT. FBC * 106.1.2 |
| | |
| | -ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
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