| Date |
Text |
| 2014-10-06 10:24:06 | BUILDING PLAN REVIEW |
| | PERMIT:14100159 |
| | ADD: 605 GREEN SPRINGS PLACE UNITS # (605,606, 607 & |
| | 608) |
| | CONT: GARABAR ROOFING |
| | TEL: (561) 336-6798 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2010 EXISTING BUILDING CODE LEVEL II 701.3 |
| | COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| | OF THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: MON. OCT. 06/ 2014 |
| | ACTION: DENIED |
| | |
| | ROOF OVER |
| | |
| | 1) THE 2010 FL EXST BLDG CODE SECTION 611.3 |
| | 611.3 RECOVERING VERSUS REPLACEMENT. |
| | NEW ROOF COVERINGS SHALL NOT BE INSTALLED WITHOUT FIRST |
| | REMOVING ALL EXISTING LAYERS OF ROOF COVERINGS WHERE |
| | ANY OF THE FOLLOWING CONDITIONS OCCUR: |
| | |
| | 1. WHERE THE EXISTING ROOF OR ROOF COVERING IS WATER |
| | SOAKED OR HAS DETERIORATED TO THE POINT THAT THE |
| | EXISTING ROOF OR ROOF COVERING IS NOT ADEQUATE AS A |
| | BASE FOR ADDITIONAL ROOFING. THE MOISTURE TEST |
| | PERFORMED INDICATES THE MOISTURE LEVEL IS ABOVE THE |
| | REQUIRED 5% BY SECTION 1521.12 PROTOCAL TAS-126. |
| | |
| | 2. DOES NOT APPLY. WHERE THE EXISTING ROOF COVERING IS |
| | WOOD SHAKE, SLATE, CLAY, CEMENT OR ASBESTOS-CEMENT |
| | TILE. |
| | |
| | 3.WILL NEED TO VERIFY HOW MANY ROOFING ROOFING |
| | APPLICATIONS ARE ON THE ROOF ALREADY, THE CORING TEST |
| | DOES NOT INDICATE. WHERE THE EXISTING ROOF HAS TWO OR |
| | MORE APPLICATIONS OF ANY TYPE OF ROOF COVERING. |
| | |
| | WILL NEED TO VERIFY THERE IS NO BLISTERING. 4. WHEN |
| | BLISTERS EXIST IN ANY ROOFING, UNLESS BLISTERS ARE CUT |
| | OR SCRAPED OPEN AND REMAINING MATERIALS SECURED DOWN |
| | BEFORE APPLYING ADDITIONAL ROOFING. |
| | |
| | NO PULL TEST HAS BEEN PREFORMED IN THE WATER DAMAGED |
| | AREAS. 5.WHERE THE EXISTING ROOF IS TO BE USED FOR |
| | ATTACHMENT FOR A NEW ROOF SYSTEM AND COMPLIANCE WITH |
| | THE SECUREMENT PROVISIONS OF SECTION 1504.1 CAN NOT BE |
| | MET. |
| | |
| | SUBMITTED NOA: 13-0603.05 |
| | GAF EVERGUARD TPO SINGLE PLY ROOFING SYSTEM FOR RECOVER |
| | DECKS. |
| | PAGE 17 OF 18. |
| | MEMBRANE TYPE SINGLE PLY, THERMOPLASTIC, TPO |
| | DECK TYPE 71: RECOVER NON-INSULATEDDECK DESCRIPTION : |
| | 2500 PSI STRUCTURAL CONCRETE OR MINIMUM 22 GAUGE STEEL |
| | DECK |
| | SYSTEM TYPE F: MEMBRANE ADHERED TO EXISTING GRANULAR |
| | ROOF SYSTEM. |
| | |
| | NO PULL TEST PROVIDED SHOWING THE EXISTING ROOF |
| | APPLICATION IS ADHERRED TO DECK. |
| | THE OTHER ISSUE IS THIS NOA IS FOR A STRUCTURAL |
| | CONCRETE DECK OR MINIMUM 22 GAUGE STEEL DECK. THE |
| | MOISTURE TEST PREFORMED INDICATES THIS IS A LIGHT |
| | WEIGHT CONCRETE DECK, NON-STRUCTURAL, NOR HAS THE DECK |
| | TYPE BEEN CONFIRMED 22 GAUGE STEEL. THE PULL TEST WILL |
| | CONFIRM THE 5TH REQUIREMENT OF IF THE EXISTING |
| | LIGHTWEIGHT DECK WILL BE SOUND OR IF THE ATTACHMENT |
| | WILL NEED TO PENETRATE THE METAL DECK,DIA. & LENGHT OF |
| | FASTENER, DIAMETER OF WASHER, AND THE DENSITY OF |
| | FASTENERS REQUIRED TO MEET THE REQUIRED WIND DESIGN & |
| | WIND PRESSURES. |
| | |
| | THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
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