| 2016-03-08 06:50:30 | BUILDING PLAN REVIEW |
| | W. P. B. REVISION: 16030230 |
| | W. P. B. PERMIT: 15070534 |
| | ADD: 4117 BROADWAY |
| | CONT: DREAMWORKS CONST. & REMOD. |
| | TEL: (813)249-5541 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W |
| | * 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, |
| | 2014 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: TUES. MARCH 08/ 2016 |
| | ACTION: DENIED. |
| | |
| | PRIME PERMIT: 15070534 SHEET A-3 PRE-ENGINEERED AWNING |
| | DESIGNED BY A DELEGATE SPECIALTY ENGINEER. SHOP |
| | DRAWINGS ARE TO BE SUBMITTED TO THE DESIGNER OF RECORD |
| | AND APPROVED, WITH SHOP DRAWING STAMP OF REVIEWED |
| | BEFORE SUBMITTING TO THE BUILDING DEPARTMENT. FL |
| | 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL FORWARD |
| | THE DELEGATED ENGINEERING DOCUMENTS TO THE ENGINEER OF |
| | RECORD FOR REVIEW. |
| | |
| | 1) THE SUBMITTED SHOP DRAWINGS BY BORA ERBILEN |
| | INDICATES THE METAL ROOFING MATERIAL TO BE INSTALLED IS |
| | STRUCTURAL METAL ROOFING, NO SUB-SHEATHING. TO DATE |
| | THERE HAS BEEN NO PRODUCT APPROVAL SUBMITED ON THIS |
| | REVIEW, |
| | |
| | 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 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)(D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | (2 )107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 3) THE PLANS SEMI PROVIDE THE WIND DESIGN IN ACCORDANCE |
| | WITH 2014 FBC-B 3105.5.1. RIGID AWNINGS AND CANOPY |
| | SHUTTERS SHALL BE DESIGNED TO RESIST THE LOADS SET |
| | FORTH IN CHAPTER 16 OF THIS CODE. WHAT THE PLANS DO NOT |
| | PROVIDE IF THE DESIGN IS CONSIDERED OPEN, PARTIALLY |
| | OPEN WIND DESIGN, NOR ARE THE PRESSURES PROVIDED FOR |
| | FOR ROOF ZONES 1,2, OR 3. |
| | |
| | 2014 FBC-B 1603.1.4 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| | STRUCTURE: |
| | |
| | 3.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | |
| | 3.2. RISK CATEGORY. |
| | |
| | 3.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 3.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
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