| Date |
Text |
| 2007-02-06 18:27:59 | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 3)SHOW COMPLIANCE WITH R302.1 EXTERIOR WALLS. |
| | EXTERIOR WALLS SEPARATED BY LESS THAN 6 FEET (1828 MM) |
| | SHALL HAVE NOT LESS THAN A ONE-HOUR FIRE-RESISTIVE |
| | RATING WITH EXPOSURE FROM BOTH SIDES. PROJECTIONS SHALL |
| | NOT EXTEND TO A POINT CLOSER THAN 4 FEET (1220 MM) FROM |
| | AN ADJACENT PROJECTION OR WALL. SPECIFY THE DISTANCE |
| | BETWEEN THE ADDITION AND THE EXISTING GARAGE ON THE |
| | SITE PLAN. |
| | |
| | 4) SPECIFY THE PITCH OF THE SLOPED ROOF ON THE PLANS. |
| | FBC * 106.1.2. |
| | |
| | 5) 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 ? INCH (6.4 MM) MAXIMUM |
| | OPENINGS |
| | |
| | 6) SUBMIT ENERGY CALCULATIONS AS REQUIRED BY FBC |
| | CHAPTER 13. |
| | |
| | 7)THE STRUCTURAL NOTES ON A4 REFERENCE THE 2001 FBC. |
| | PLEASE CORRECT. SEE MARKS ON PLAN. |
| | |
| | 8) THE 2004 FBC REFRENCES THE 2002 EDITIONS OF ACI 318 |
| | AND 315. PLEASE CORRECT. |
| | |
| | 9) SECTION B ON A4 SPECIFIES " HELTA 20 " CONNECTORS. |
| | ARE THESE SUPPOSED TO BE SIMPSON HETAL 20 CONNECTORS? |
| | PLEASE CORRECT. |
| | |
| | 10) ON SECTION B ON A4 THERE IS A HUC 412 ANCHOR |
| | SPECIFIED FOR THE BEAM TO 6 X 6 COLUMN CONNECTION. I |
| | COULD NOT LOCATE THIS ANCHOR IN THE USP OR SIMPSON |
| | CATALOGS. PLEASE SPECIFY THE MANUFACTURER AND SUBMIT |
| | PRODUCT APPROVALS FOR IT. THE ROOF FRAMING PLAN ON A5 |
| | SPECIFIES A USP KCCQ525-6 AT THIS LOCATION PLEASE |
| | CLARIFY. |
| | |
| | 11)A PB66 COLUMN ANCHOR IS SPECIFIED AT THE BASE OF |
| | THE 6 X 6 COLUMNS ON A4. THE UPLIFT FOR THIS ANCHOR IS |
| | 1640 #. THE UPLIFT AT THE TOP OF THE COLUMNS IS 5440# |
| | ON A5. PLEASE REVIEW THESE ANCHORS TO ENSURE THE UPLIFT |
| | LOAD TRANSFER. |
| | |
| | 12) R613.6.2 MASONRY, CONCRETE OR OTHER STRUCTURAL |
| | SUBSTRATE. |
| | WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1? |
| | INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE |
| | ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR |
| | SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURERS |
| | PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE |
| | SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE |
| | OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 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. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE |
| | ROUGH OPENING SUBSTRATE. |
| | WHERE THE WOOD BUCK THICKNESS IS 1? INCHES (38 MM) OR |
| | GREATER, THE BUCK SHALL BE SECURELY FASTENED TO |
| | TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER |
| | STRUCTURAL SUBSTRATE AND THE BUCK SHALL EXTEND BEYOND |
| | THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. WINDOW |
| | AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN |
| | FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM OR THROUGH THE |
| | FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH THE |
| | MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. |
| | 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. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY |
| | TO THE SECURED WOOD BUCK. PLEASE REVISE THE BUCK |
| | DETAILS ON A5 TO COMPLY WITH CODE. |
| | |
| | 13) THE VALUES LISTED IN THE COMPONENT AND CLADDING |
| | TABLE ON A5 IS FOR ROOFS WITH A > 10 TO 30 DEGREE |
| | SLOPE. THE PRESSURES WILL BE HIGHER FOR THE FLAT ROOF. |
| | PLEASE CORRECT. SEE TABLE R 301.2(2). |
| | |
| | 14) THE ROOF ZONE FASTENING ZONE FIGURE ON A5 IS |
| | INCORRECT. SEE FIGURE R 301.2(8) AND FIGURE 1609.6.2.2. |
| | THE OUTSIDE CORNERS OF FLAT AND HIP ROOFS ARE ZONE 3. |
| | |
| | 15) THE WALL ZONE FIGURE ON A5 IS INCORRECT. THE |
| | CORNERS ARE ZONE 5 AND THE INTERIOR IS ZONE 4. PLEASE |
| | CORRECT. SEE FIGURES LISTED ABOVE. |
| | |
| | 16)THE "HELTA 20"CONNECTORS SPECIFIED ON A5 SHOULD |
| | BE HETAL 20. PLEASE CORRECT. |
| | |
| | 17) HETAL 20 CONNECTORS ARE EMBED TYPE AND CAN NOT BE |
| | USED AS SPECIFIED IN THE EXISTING WALL TIE BEAM AT THE |
| | COVERED PORCH. PLEASE CORRECT. |
| | |
| | 18) THE H10 CONNECTORS ARE WOOD TO WOOD CONECTORS AND |
| | CAN NOT BE USED WHERE SPECIFIED AT THE EXISTING WALL OR |
| | THE NEW CONCRETE WALL OF THE LAUNDRY ROOM. PLEASE |
| | SPECIFY A MASONRY TO TRUSS CONNECTOR. |
| | |
| | 19) PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. |
| | |
| | 20) WPB ADMIN CODE 106.3* 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. |
| | |
| | 21) SUBMIT PRODUCT APPROVALS FOR THE FLAT ROOF OF |
| | COVERED PORCH. SPECIFY THE APPROVED SYSTEM AND THE BASE |
| | SHEET FASTENING SYSTEM AND DESIGN PRESSURES FROM THE |
| | PRODUCT APPROVAL. CIRCLE THE APPROPRIATE INFORMATION. |
| | IF ENHANCED FASTENING IS REQUIRED, SUBMIT RAS 117 |
| | CALCULATIONS PER LIMITATION #7 OF PRODUCT APPROVAL. |
| | |
| | 22)THE PRODUCT APPROVAL FOR THE PGT SH-701 IMPACT |
| | WINDOWS IS EXPIRED. PLEASE SUBMIT CURRENT PRODUCT |
| | APPROVALS. SEE FL239-R7 AND NOA 05-1018.01. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
