Date |
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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] |
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| 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. |
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| 1ST REVIEW |
| DATE: TUES. MARCH 08/ 2016 |
| ACTION: DENIED. |
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| 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. |
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| 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, |
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| 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 |
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| (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. |
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| 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. |
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| 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: |
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| 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. |
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| 3.2. RISK CATEGORY. |
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| 3.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| THAN ONE WIND EXPOSURE IS UTILIZED. |
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| 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
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| 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). |
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| TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| BUILDING. |
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| 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
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| 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 |
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| 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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