| Date |
Text |
| 2008-04-17 15:37:07 | BUILDING PLAN REVIEW |
| | PERMIT: 07020666 |
| | ADD: 801 N DIXIE HWY |
| | CONT:EURO HOMES |
| | TEL: (561)655-5533 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVISION REVIEW |
| | ACTION: DENIED |
| | |
| | 1)THE REVISION CAME IN UNDER THE MECHANICAL |
| | CONTRACTOR, THIS REVISION WOULD BE OUT OF THE SCOPE OF |
| | THEIR LICENSE. SEEFL S S 489.113. THIS REVISION |
| | SHOULD COME IN UNDER THE |
| | BUILDING CONTRACTORS PERMIT. |
| | |
| | 2) THE ENGINEER ALEEN WIEDER HAS NOT PROVIDED ANY WIND |
| | INFORMATION ON THE DETAIL. |
| | 1603.1.4 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE |
| | BUILDING: |
| | 1.BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| | (KM/HR). |
| | 2.WIND IMPORTANCE FACTOR, I W , AND BUILDING |
| | CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7 |
| | AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. 3. |
| | WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| | UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| | DIRECTION SHALL BE INDICATED. |
| | 4.THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| | DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| | 5.COMPONENTS AND CLADDING. THE DESIGN WIND |
| | PRESSURES IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE |
| | SELECTION OF EXTERIOR COMPONENTS AND CLADDING MATERIALS |
| | NOT SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN |
| | PROFESSIONAL. |
| | |
| | 3) ENGINEER INDICATES THAT 2 1/2" # 12 SCREWS ARE TO BE |
| | SCREWED INTO THE RAFTERS. THE PLAN DOES NOT INDICATE |
| | THAT THE CURB ITSELF IS TO BE MADE OUT OF STEEL WITH |
| | BLOCKING ATTHE UPPER LIP. |
| | PLEASE CLARIFY THE CURB DETAIL, MATERIAL, IF METAL |
| | GAUGE OF METAL ETC. ALSO PROVIDE INFORMATION ON HOW THE |
| | DETAIL WILL BE FLASHEDWITH NO LIP ON THE TOP OF THE |
| | DETAIL PROVIDING A WATER STOP. |
| | |
| | 4) THIS DETAIL WILL NEED TO BE REVIEWED BY THE DESIGNER |
| | OF RECORD FOR THE PROJECT. PLEASE SPANS OF RAFTERS AND |
| | THE WEIGHT OF THE MECHANICAL UNIT SO THE DESIGNER OF |
| | RECORD CAN CALCULATE |
| | THE LOADING OF THE EXISTING ROOF, SINCE THIS PLANS |
| | CLEARLY STATES NOT PART OF THIS REVIEW FOR LOADING. |
| | |
| | 5)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES, |
| | 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING |
| | REPORTS, MISSING REPORTS ARE AS FOLLOWS: |
| | TRUSS ANCHORS, WOOD CONNECTORS, ANCHORS 9B-72(31)(G) |
| | |
| | 6) 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. IF THE PRODUCT DOES NOT HAVE STATEWIDE APPROVAL, |
| | SUBMIT AN APPLICATION FOR LOCAL PRODUCT APPROVAL OR |
| | SITE SPECIFIC FORM PER RULE 9B-72. SEE ATTACHMENT. |
| | WWW.FLORIDABUILDING.ORG |
| | |
| | 7)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. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE.) |
| | |
