| 2013-10-03 12:41:28 | BUILDING PLAN REVIEW |
| | PERMIT: |
| | ADD: |
| | CONT: |
| | TEL: (561 |
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| | 2010 FLORIDA BUILDING CODE W |
| | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
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| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
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| | 1ST REVIEW |
| | DATE: OCT. 03/2013 |
| | ACTION: DENIED |
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| | 1) SHEET S.00-01 WIND DESIGN CRITERIA, PLEASE REFER TO |
| | THE 2010 FBC-B FIGURE 1609A THE BUILDINGS LOCATION IS |
| | IN A VULT WIND SPEED OF 170 MPH, 3 SECOND GUST OR 132 |
| | MPH VASD 3 SECOND GUST. EXPOSURE "C". |
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| | 2) NO PRESSURES WERE GIVEN FOR COMPONENTS AND CLADDING. |
| | 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN- |
| | CHAPTER 6 OF ASCE 7-10. |
| | 1609.3 BASIC WIND SPEED FIGURE 1609.A-C |
| | 1609.3 WIND SPEED CONVERSION |
| | 2.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
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| | 2.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. |
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| | 2.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4 & ASCE 7-10 |
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| | 2.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
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| | 2.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE |
| | TABLE 1609.2(2) . |
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| | 3) SHEET S01-01 INDICATES THIS PROJECT IS TO BE A |
| | TILT-WALL SYSTEM, PLEASE SEE REQUIREMENTS FOR A |
| | RESIDENT INSPECTOR. FBC* 109.3.7 RESIDENT INSPECTOR. |
| | SUBMIT INSPECTOR RESUME' AND LICENSE DOCUMENTS TO KEN |
| | CONRAD MANAGER OF THE RESIDENT INSPECTOR PROGRAM. A |
| | RESIDENT INSPECTOR PROGRAM IS REQUIRED, ON THIS |
| | PROJECT, DUE TO ONE OR MORE OF THE FOLLOWING: |
| | - BUILDINGS/ADDITIONS OF TYPE I OR II |
| | CONSTRUCTION |
| | - ANY MAJOR STRUCTURAL ALTERATIONS |
| | - STRUCTURES IN WHICH THE CONCRETE |
| | DESIGN IS BASED ON COMPRESSIVE |
| | STRENGTH (F'C) IN EXCESS OF 3000 PSI |
| | - PILE DRIVING |
| | - BUILDINGS OVER 20,000 SQ FT IN AREA |
| | - BUILDINGS OVER 2 STORIES IN HEIGHT |
| | - BUILDING/STRUCTURES OF UNUSUAL DESIGN |
| | OR METHODS OF CONSTRUCTION |
| | KEN CONRADS CONTACT INFORMATION: |
| | TEL: 561-805-6715 |
| | E-MAIL: [email protected] |
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| | 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.. |
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| | 5) NOT REVIEWED UNTIL THE DESIGNER OF RECORD APPLIES |
| | THEIR SHOP-DRAWING STAMP OF REVIWE.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) EXTERIOR DOORS. |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, LOUVER REPORT 06-0526.02 |
| | EXPIRED. |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (G) PRE-ENGINEERED A/C STANDS |
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| | 6) ROOFING APPROVAL NOA 12-0625.02 FIRESTONE TPO |
| | SUB-SYSTEM PAGE 45 FASTENER OPTION # 5 MAXIMUM PRESSURE |
| | OF -45 PSF. ENHANCED FASTENING WILL BE REQUIRED IN ROOF |
| | ZONES 2 & 3 BY A FL. DESIGN PROFESSIONAL. 1609.6.4.4.1. |
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| | 7) KAWNEER NOA 11-1013.04 STOREFRONT DOORSPLEASE |
| | INDICATE WHICH DOOR TYPE AND HARDWARE ARE TO BE |
| | INSTALLED, THE PRESSURES VARY GREATLY. |
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| | 8) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 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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