| 2015-02-06 09:36:36 | BUILDING PLAN REVIEW |
| | PERMIT: 15011019 |
| | ADD: 122 LINDA LN. |
| | CONT: FLORIDA BUILDING & SUPPLY |
| | TEL: ( 305)885-4388 |
| | |
| | 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. |
| | |
| | IMPORTANT NOTICE: EFFECTIVE MARCH 2, 2015 |
| | ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED |
| | ELECTRONICALLY |
| | UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS |
| | SUBMISSION OPTIONS ARE AS FOLLOWS: |
| | 1 UPLOAD VIA THE PROJECTDOX PORTAL WITH DIGITAL |
| | SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE |
| | THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT |
| | 2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL |
| | SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED |
| | NAMING CONVENTION FOR EACH DOCUMENT |
| | 3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER |
| | DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE |
| | REQUIRED NAMING CONVENTION FOR EACH DOCUMENT |
| | 4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT |
| | TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS |
| | ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES |
| | AVAILABLE |
| | |
| | |
| | 1ST REVIEW |
| | DATE: FRI. FEB. 06/2015 |
| | ACTION: DENIED |
| | |
| | 1) THE PLANS SUBMITTED FOR THE CUTTING IN OF OPENING |
| | FOR NEW FRENCH DOORS & SIDELIGHTS IS A DESIGN BY JOHN |
| | M. NOSSEL, ARCHITECT. PLANS ARE NOT SIGNED NOR SEALED. |
| | PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| | DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. FL ADMIN |
| | CODE 61G16.003 ARCHITECTS. |
| | |
| | 2) ONLY ONE SET OF PLANS AND PRODUCT APPROVALS WERE |
| | SUBMITTED FOR PERMIT. 2010 WEST PALM BEACH AMENDMENTS |
| | TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION, 107.1 GENERAL. SUBMITTAL DOCUMENTS |
| | CONSISTING OF CONSTRUCTION DOCUMENTS, REPORT AND OTHER |
| | DATA SHALL BE SUBMITTED IN TWO OR MORE SETS WITH EACH |
| | PERMIT APPLICATION. |
| | |
| | 3) THE SUBMITTED PLAN IS A REDUCTION OF A PLANS, PLEASE |
| | COMPLY WITH 2010 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION, |
| | 107.2.1.4 QUALITY OF BUILDING PLANS. BUILDING PLANS |
| | SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON |
| | SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM. |
| | |
| | 4) 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.. |
| | PLEASE IDENTIFY THE WIDTH, HEIGHT, TYPE OF GLAZING FOR |
| | DOORS AND SIDE LITES, THE PRESSURES MAY OR MAY NOT MEET |
| | THE REQUIRED PRESSURES FOR A D EXPOSURE AT 22.5 MEAN |
| | ROOF HEIGHT. |
| | |
| | 5) MISSING REPORT FOR PRODUCT APPROVAL: 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)(G) STRUCTURAL |
| | COMPONENTS, LINTELS. |
| | |
| | 6) SHEET A-1. PROVIDE THE ALLOWABLE LOADS THIS LINTEL |
| | WILL BE ABLE TO CARRY AND THE LOADS THAT ARE BEING |
| | CARRIED BY THE GIRDER 7'-0" BACK FROM THE CORNER OF THE |
| | BUILDING, HIPPED ROOF TRUSS SYSTEM. PROVIDE ENGINEERING |
| | IN COMPLIANCE WITH 2010 FBC-R 609.6.3.1 & R609.6.3.2 |
| | WITH THE ADDITIONAL POINT LOAD OF THE GIRDER. |
| | |
| | 7) SHEET A-1 THE SECTION THROUGH THE EXTERIOR WALL |
| | APPEARS TO BE THE LINTEL WHERE THE BOND BEAM WOULD BE |
| | AND NO CONNECTION TO THE 8X8 BEAM BELOW. APPEARS TO BE |
| | REVERSED. THE BOND BEAM AND LINTEL LOADS MAY REQUIRE |
| | HAIR PINS FOR THE ADDITIONAL LOADING OF THE TRUSS |
| | GIRDER , PLEASE PROVIDE |
| | COMPLIANCE WITH ENGINEERING IN COMPLIANCE WITH 2010 |
| | FBC-R 609.6.3.1 & R609.6.3.2 WITH THE ADDITIONAL POINT |
| | LOAD OF THE GIRDER. |
| | |
| | 8) NOTE BUCK DETAIL NEED TO COMPLY WITH 2010 FBC-R |
| | 612.10.2.1 WINDOW / DOOR BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. |
| | |
| | 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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