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. |
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| 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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