| Date |
Text |
| 2014-04-17 09:06:37 | 4/17/2014 08:30 AM CALL IN FOR THE STRUCTURAL ENGINEER |
| | OF RECORD CHRISTIAN AQUINO 305-392-0024 |
| | |
| | 4/22/2014 |
| | BUILDING PLAN REVIEW |
| | PERMIT: 13120975 |
| | ADD: 1721 BELVEDERE RD |
| | CONT: TO BE DETERMINED |
| | TEL: (561) |
| | |
| | |
| | 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: FRIDAY JAN. 10/2014 |
| | ACTION: DENIED |
| | |
| | 1-3) COMPLIED. |
| | |
| | 4A) 2ND REQUEST.THE PRODUCT THAT ARE NEW TO THE |
| | BUILDING WILL BE COVERED UNDER COMPONENTS AND CLADDING. |
| | THE IDEA IS TO MAKE SURE THAT THE NEW COMPONENTS WILL |
| | NOT FLY AWAT IN A HIGH WIND EVENT. THE RESPONSE |
| | INDICATES THAT THE EXISTING STRUCTURE IS ALREAD A |
| | WEATHER TIGHT BUILDING. THE EXISTING BUILDING IS |
| | ALREADY A WEATHER TIGHT BUILDING BUT WILL YOU NOT STRIP |
| | THE ROOFING MATERIAL OFF THE AREA WHERE THE NEW PARAPET |
| | WALLS BOTTOM PLATE BE SECURED THROUGH THE ROOF DECK |
| | INTO THE 2X4 FRAMING MEMBERS AS DETAILED IN DETAIL #1 |
| | OF SHEET S-3.0 |
| | |
| | 4B) THE OTHER 2 DETAILS DO NOT SHOW ANY ANCHORAGE OF |
| | THE BACK PARAPET WALL TO THE ROOF DECK OR FRAMING |
| | MEMBER BELOW. IS THIS A DISCREPANCY? 107.2.1.3 |
| | ADDITIONAL INFORMATION REGUIRED. |
| | |
| | 4C) THESE SAME THREE DETAILS INDICATE 18 GAUGE ANGLES |
| | BEING ATTACHED TO THE WALL WITH (3) 0,177 INCH DIAMETER |
| | P.A.F. FASTENERS. THE STRUCTURAL CALCULATIONS P 15 |
| | INDICATE 432 LB RESISTANCE IS REQUIRED. WHAT WILL THE |
| | MINIMUM LENGTH BE REQUIRED FOR THE FASTENERS. |
| | |
| | 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41 |
| | COMPONENTS & CLADDING |
| | FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. |
| | 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) , EFIS SYSTEMS, PANEL WALL SYSTEMS HARDIPLANK |
| | LAP SIDING |
| | (B) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 5) 2ND REQUEST. * 2010 WEST PALM BEACH AMENDMENTS TO |
| | THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION, |
| | 2010 EDITION 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY |
| | THE CODE, THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, |
| | DESCRIBE AND DELINEATE THE TYPE OF ROOFING SYSTEM, |
| | MATERIALS, FASTENING REQUIREMENTS, FLASHING |
| | REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE |
| | REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND |
| | INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND |
| | CRITERIA REQUIRED FOR THE SPECIFIC SITE OR A STATEMENT |
| | BY AN ARCHITECT OR ENGINEER FOR THE SPECIFIC SITE MUST |
| | BE SUBMITTED WITH THE CONSTRUCTION DOCUMENTS. |
| | |
| | 6) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC. |
| | |
| | 7) THE BACK SIDE OF THE PARAPET DOES NOT PROVIDE A |
| | FLASHING DETAIL ON THE BACK SIDE OF THE NEW PARAPET |
| | WALL. 2010 FBC-B: |
| | 1503.2 FLASHING. |
| | FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO |
| | PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH |
| | JOINTS IN COPINGS, THROUGH MOISTURE-PERMEABLE MATERIALS |
| | AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER |
| | PENETRATIONS THROUGH THE ROOF PLANE. |
| | 1503.2.1 LOCATIONS. |
| | FLASHING SHALL BE INSTALLED AT WALL AND ROOF |
| | INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE |
| | IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. |
| | WHERE FLASHING IS OF METAL, THE METAL SHALL BE |
| | CORROSION RESISTANT WITH A THICKNESS NOT LESS THAN |
| | PROVIDED IN TABLE 1503.2. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
