| Date |
Text |
| 2009-05-06 14:32:47 | BUILDING PLAN REVIEW |
| | PERMIT: |
| | ADD: |
| | CONT: |
| | TEL: (561)###-#### |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) AFTER |
| | MARCH 1ST, 2009 SHALL BE REVIEWED TO THE 2007 FBC |
| | BUILDING WITH 2009 |
| | |
| | 2) SK-1 FROM KING STRUCTURAL GROUP INDICATES ALUMINIUM |
| | SCREEN ENCLOSURE SPECIFICATIONS, PLANS DESIGNED UNDER |
| | THE 2007FBC REFRENECE THE ASCE 7-05 NOT THE -02. |
| | |
| | 3) PLANS DO NOT PROVIDE ANY TABLES FOR FRAMING MEMBERS |
| | VERSES HEIGHT OF COLUMNS, WIDTH OF OPENINGS, CLEAR SPAN |
| | OF CARRYING MEMBERS NOR SPANS FOR ROOF PANELS. |
| | 2002.4.1 THE FOLLOWING DESIGN GUIDES SHALL BE ACCEPTED |
| | AS CONFORMING TO ACCEPTED ENGINEERING PRACTICES: AAF |
| | GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS. |
| | |
| | 4) 2002.4 LOADS. STRUCTURAL MEMBERS SUPPORTING SCREENED |
| | ENCLOSURES SHALL BE DESIGNED FOR WIND IN EITHER OF TWO |
| | ORTHOGONAL DIRECTIONS USING THE PRESSURES GIVEN IN |
| | TABLE 2002.4. EACH PRIMARY MEMBER SHALL ALSO BE |
| | DESIGNED FOR A 300 POUND (1.33 KN) LOAD APPLIED |
| | VERTICALLY DOWNWARD ALONG ANY 1 FOOT (305 MM) OF ANY |
| | MEMBER, NOT OCCURRING SIMULTANEOUSLY WITH WIND LOAD. |
| | MISSING WIND DESIGN CRITERIA (TABLE 2002.4) ARE: |
| | 4A) VERTICAL PRESSURE SCREEN SURFACES |
| | 4B) VERTICAL PRESSURE SOLID SURFACES |
| | |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | 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. |
