| 2004-10-15 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04090224 |
| | ADD: 201 S NARCISSUS AV |
| | CONT: HOME TECHNICAL SERVICES |
| | TEL: (561)262-4068 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | A) THE PLANS DO NOT PROVIDE IF THE STEEL |
| | STUDS/ JOIST ARE STRUCTURAL OR DRYWALL, |
| | PROVIDE THE MINIMUM THICKNESS (MIL)? |
| | B) THE WIDTH & FLANGE WIDTH OF THE |
| | STUD/ JOIST ARE NOT PROVIDED? |
| | C) ARE THE STUDS/ JOIST 33 KSI OR 50KSI? |
| | D) WHAT DEFLECTION LIMITS ARE YOU |
| | DESIGNING TO L/240 OR L/360? |
| | E) WHAT PSF ARE YOU DESIGNING TO,INCLUDE |
| | STEEL STUD AND DRYWALL? |
| | F) WILL THE CEILING HAVE A MIDSPAN SUP- |
| | PORT, IF SO WHAT TYPE OR UNSUPPORTED? |
| | ONCE THESE FACTORS ARE KNOWN , |
| | THE CEILING SPAN TABLES WILL GIVE THE |
| | ALLOWABLE SPANS FOR THE STEEL CEILING |
| | JOIST. |
| | PLANS INDICATE THAT THE DROPPED CEIL |
| | ING WILL BE ATTACHED TO AN EXISTING |
| | SOFFIT, HOW WILL THE NEW LOADS BE TRANS- |
| | FERRED TO THE EXISTING SOFFIT. |
| | |
| | 3) TYPE I OR II BUILDING NO COMBUSTIBLES |
| | ALOWED IN WALLS609.1.2. |
| | |
| | 4) ALL INFORMATION, DRAWINGS, SPECIF- |
| | ICATIONS AND ACCOMPANYING DATA SHALL |
| | BEAR THE NAME AND SIGNATURE OF THE |
| | PERSON RESPONSIBLE FOR THE DESIGN. |
| | CITY AMENDMENTS 104.2.1 |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
