| Date |
Text |
| 2004-10-15 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04090221 |
| | ADD: 201 S NARCISSUS AV # 1003 |
| | CONT: HOME TECHNICAL SERVICES INC |
| | 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 33KSI OR 50KSI? |
| | D) WHATDEFLECTION 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 ALL THESE FACTORS ARE KNOWN, |
| | THE CEILING SPAN TABLES WILL GIVE THE |
| | ALLOWABLE SPANS FOR THE STEEL CEILING |
| | JOIST. |
| | PLANS INDICATE THAT THE DROPPED CEILING |
| | WILL BE ATTACHED TO AN EXISTING SOFFIT, |
| | HOW WILL THE NEW LOADS BE TRANSFERRED IN |
| | TO THE EXISTING SOFIT. |
| | |
| | 3) PERMIT APPLICATION INDICATES THE EX- |
| | TENSION OF A SOFFIT OVER THE DOORWAY IN |
| | THE KITCHEN, NO DETAILS, PROVIDE ADDI- |
| | TIONAL INFOEMATION. |
| | |
| | 4) TYPE I/ II BUILDINGS NO COMBUSTIBLES |
| | ALLOWED IN WALLS 609.2.1. |
| | |
| | 5) 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 |
