| Date |
Text |
| 2005-09-04 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT:05081231 |
| | ADD: 435 40TH ST |
| | CONT: THE CURLY REAL ESTATE |
| | TEL: (561)832-1600 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PLANS DO NOT PROVIDE A SECTION |
| | THROUGH THE NEW PORCH AREA PROVIDING |
| | DETAILS OF WHAT SIZE MATERIALS THE NEW |
| | BEAM, COLUMNS OR NEW EXTERIOR WALL ARE |
| | TO BE CONSTRUCTED FROM.PROVIDE ALSO IN |
| | THIS DETAIL THE CONTINIOUS LOAD PATH FOR |
| | UPLIFT. PROVIDE US WITH THE |
| | MANUFACTURER, MODEL NUMBER AND THE |
| | UPLIFT OF FASTENER. |
| | 1606.1.3 ANCHORAGE AGAINST OVERTURNING, |
| | UPLIFT AND SLIDING. STRUCTURAL |
| | MEMBERS AND SYSTEMS, AND COMPONENTS |
| | AND CLADDING IN A BUILDING OR |
| | STRUCTURE SHALL BE ANCHORED TO RESIST |
| | WIND-INDUCED OVERTURNING, UPLIFT |
| | AND SLIDING AND TO PROVIDE CONTINUOUS |
| | LOAD PATHS FOR THESE FORCES TO THE |
| | FOUNDATION.WHERE A PORTION OF THE |
| | RESISTANCE TO THESE FORCES IS PROVIDED |
| | BY DEAD LOAD, THE MINIMUM DEAD LOAD |
| | LIKELY TO BE IN PLACE DURING A DESIGN |
| | WIND EVENT SHALL BE USED |
| | |
| | 2) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) POST CAPS |
| | B) TRUSS ANCHORS (WOOD/ WOOD) |
| | C) DOOR IF NEW DOOR ASSEMBLY |
| | 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 APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 3)FL. BLD CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 4) 104.2.1*** ALL INFORMATION, DRAWINGS |
| | SPECIFICATIONS AND ACCOMPANYING DATA |
| | SHAAL BEAR THE NAME & SIGNATURE OF THE |
| | PERSON RESPONSIBLE FOR THE DESIGN. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
