| Date |
Text |
| 2009-03-16 11:09:33 | BUILDING PLAN REVIEW |
| | PERMIT: 08110461/06111071 |
| | ADD: 2455 METROCENTRE BLVD |
| | CONT: CROWTHERS ROOFING |
| | TEL: (954)536-3959 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | HOMEWOOD SUITES HOTEL/ HILTON |
| | FIVE STORY/ 114 UNITS |
| | |
| | MARCH 16,2009 |
| | ROOF REVISION REVIEW: REVISION# 1 |
| | |
| | ACTION: DENIED |
| | |
| | 1) TSE REPORTOR JOB NO. 8085.16 DOES NOT STATE THE WIND |
| | DESIGN CRITERIA NOR DO WE HAVE A SK-1 BY NIELSEN |
| | -HARRELL IN THIS ROOFING PACKAGE NOR THE ISSUED SET OF |
| | PLANS FOR THIS PERMIT. |
| | WE DO HAVE DOCUMENTS FROM TSE DATED OCT.24TH, 2008 |
| | PROVIDING THE WIND DESIGN FOR THE FLAT ROOF PORTION OF |
| | THE PROJECT. SINCE THIS IS A REVISION PLEASE PROVIDE |
| | THE WIND DESIGN CRITERIA FOR THIS PORTION OF THE |
| | PROJECT. ASCE 7-02 SECTION 6. |
| | |
| | 2) THE SECOND ISSUE IS THE PRODUCT APPROVAL SUBMITTED |
| | FOR THE CROWTHER METAL ROOFING (FL 4975) DOES NOT HAVE |
| | ANY OF THE REPORT AND RECOMMENDED DETAILS, |
| | SPECIFICATIONS AND TRIM, I'VE PRINTED OUT ONE SET, |
| | THREE ARE REQUIRED FORTHE THRESHOLD BUILDING.109.3.6 |
| | PERATING GUIDELINES FOR THRESHOLD INSPECTORS (3 COPIES |
| | OF ALL PRODUCT APPROVALS). |
| | |
| | 3) THERE IS A DISCREPANCY BETWEEN THE FLORIDA PRODUCT |
| | APPROVAL SUBMITTED( FL 4975) AND THE TSE REPORT DATED |
| | FEB.21, 2009 THIS REPORT LIST ON PAGE 2 OF 3 SEE FL |
| | PRODUCT APPROVAL |
| | (11797) THERE IS NO SUCH REPORT UNDER THE 2004 FLORIDA |
| | APPROVAL SYSTEM? 106.1.2 ADDITIONAL INFORMATION |
| | REQUIRED. |
| | |
| | NOTATION OF FLAT DECK APPROVED UNDER PERMIT ISSUANCE. |
| | FLAT DECK: NOA: 05-0803.04 |
| | FIRESTONE TPO SINGLE PLY ROOF SYSTEMS OVER LIGHTWEIGHT |
| | CONRETE DECK |
| | PAGE 6 OF 9 |
| | MEMBRANE TYPE: SINGLE PLY, TPO REINFORCED |
| | DECK TYPE 41: LIGHTWEIGHT CONCRETE, INSULATED |
| | DECK DESCRIPTION CELLULAR LIGHTWEIGHT CONCRETE |
| | SYSTEM TYPE A(2) MEMBRABE FULLY ADHERED |
| | MAXIMUM DESIGN PRESSURE -135, LIMITATION# 7 |
| | |
| | NOTE TO MEET THE ENERGY CALCS AT ROOF DRAINS 1 INCH |
| | INSULATION WITH A MINIMUM OF 2" LIGHTWEIGHT CONCRETE. |
| | PLEASE REVIEW INSULATION BOARD LAYOUT SHEET UNDER THE |
| | ROOFING PERMIT FOR TAPERED ROOF INSULATION. |
| | |
| | |
| | |
| | @004 FBC-4975 |
| | CROWTHER ROOFING & SHEET METAL |
| | 4975.2 MECHANICAL LOCK |
| | UPLIFT: +/-105 |
| | |
