Date |
Text |
2007-01-26 18:02:40 | 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)BASED ON THE 2006 SUPPLEMENT TO THE 2004 FBC |
| RESIDENTIAL EFFECTIVE DECEMBER 8, 2006, THE EXPOSURE |
| CATEGORY FOR THIS PROJECT IS EXPOSURE C. PLEASE MAKE |
| ALL NECESSARY CORRECTIONS. |
| |
| 4)SUBMIT A SUBSURFACE SOIL REPORT. FBC 1802.2.1 |
| QUESTIONABLE SOILS, |
| 1802.2.1 QUESTIONABLE SOIL. |
| WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN |
| DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT |
| SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION |
| BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE |
| PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 . |
| |
| 5)THE PROPERTY IS LOCATED IN AN A5 FLOOD ZONE. THE |
| MINIMUM ELEVATION FOR THE FINISHED FLOOR IS 7' 6", |
| WHICH INCLUDES THE 6" FREEBOARD REQUIRED BY THE CITY OF |
| WEST PALM BEACH. AN ELEVATION CERTIFICATE WILL BE |
| REQUIRED. |
| |
| 6)PLEASE UPDATE THE STRUCTURAL NOTES ON SHEET A0. THE |
| 2006 AMENDMENTS TO THE 2004 FBC WILL APPLY TO THIS |
| PROJECT. ALSO, THE 2002 EDITIONS OF ACI- 315, 318 AND |
| 530 APPLY PER THE REFERENCED STANDARDS OF THE FLORIDA |
| BUILDING CODE. |
| |
| 7)ROOF SHEATHING FASTENER SPACING IS REQUIRED TO |
| COMPLY WITH FBC R803.2.3.1 (2006 AMENDMENTS) . WOOD |
| STRUCTURAL PANELS SHALL BE FASTENED TO ROOF FRAMING |
| WITH 8D RING- SHANK AT 6 INCHES ON CENTER AT EDGES AND |
| 6 INCHES ON CENTER AT INTERMEDIATE FRAMING. SPACING OF |
| RING-SHANK FASTENERS SHALL BE 4 INCHES ON CENTER IN |
| NAILING ZONE 3FOR 130MPH OR GREATER DESIGN WIND |
| SPEEDS. PLEASE REVISE NOTE ON A6. |
| |
| 8) PLEASE SPECIFY THE NUMBER OF FASTENERS AND CORRECT |
| THE FASTENER TYPE FOR THE SIMPSON HETAL 20 CONNECTORS |
| IN THE TRUSS ANCHOR SCHEDULE ON A6. |
| |
| 9) SHOW COMPLIANCE WITHR320.1. |
| TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED |
| TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, |
| BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR |
| OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED |
| FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION |
| (SEE SECTION 202 , REGISTERED TERMITICIDE). UPON |
| COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE |
| TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED |
| TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL |
| COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: ?THE |
| BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE |
| PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN |
| ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE |
| FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER |
| SERVICES.? |
| |
| 10) SUBMIT TRUSS DRAWINGS AS REQUIRED BY R802.10.1. |
| TRUSS DESIGN DRAWINGS. |
| TRUSS DESIGN DRAWINGS, PREPARED IN CONFORMANCE WITH |
| SECTION R802.10.1 , SHALL BE PROVIDED TO THE BUILDING |
| OFFICIAL AND APPROVED PRIOR TO INSTALLATION. THE TRUSS |
| LAYOUT AND TRUSS DRAWING ARE REQUIRED TO BE SIGNED, |
| SEALED AND DATED BY THE TRUSS ENGINEER AND REVIEWED AND |
| APPROVED IN WRITING BY THE DESIGNER OF RECORD FOR THE |
| PROJECT. |
| |
| 11) SPECIFY THE TRUSS DEAD AND LIVE LOADS FOR THE TOP |
| AND BOTTOM CORDS AND TOTAL LOADS ON THE PLANS. |
| |
| 12)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. |
| |
| 13) THE PRODUCT APPROVAL FOR THE POLYGLASS MODIFIED |
| BITUMEN ROOF SYSTEM ON PAGE 37 OF NOA 06-0410.06 HAS A |
| MAXIMUM DESIGN PRESSURE OF -45 WITH LIMITATION NUMBER |
| 9. THIS LIMITATION DOES NOT ALLOW ENHANCED FASTENING |
| WHICH IS REQUIRED TO ACHIEVE THE UPLIFT PRESSURES OF |
| ROOF ZONES 2 AND 3. PLEASE ALSO NOTE THAT LIMITATION |
| NUMBER 7 OF THIS NOA REQUIRES SIGNED AND SEALED RAS 117 |
| CALCULATIONS FOR ENHANCED FASTENING. |
| |
| 14)SPECIFYTHE METHOD OF ATTACHMENT THAT WILL BE |
| USED TO INSTALL THE MONIER CONCRETE ROOF TILE. PLEASE |
| CIRCLE THE APPROPRIATE FASTENER OR ADHESIVE SYSTEM ON |
| THE NOA. PLEASE BE SURE THAT THE ATTACHMENT SELECTED |
| WILL PROVIDE ADEQUATE RESISTANCE FOR A MOMENT BASED |
| SYSTEM. |
| |
| NOTE: SEE MARKS ON THE PLAN. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |