Plan Review Notes
Plan Review Notes For Permit 13090510
Permit Number 13090510
Review Stop B
Sequence Number 1
Notes
Date Text
2013-09-24 14:15:44BUILDING PLAN REVIEW
 PERMIT: 13090510
 ADD: 1325 N CONGRESS
 CONT: FINANCIAL BUILDING SERVICES
 TEL: (954)444-0785
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
 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.
  
 1ST REVIEW
 DATE: SEPT 24/ 2013
 ACTION: PROVISO
  
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE
 ADDITIONAL REVIEWS WITH ASSOCIATED FEES.
  
 1) PLEASE SUBMIT MULLION PRODUCT APPROVAL. 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)(B) MULLIONS.
  
 2) 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..
  
 3) 1714.5.5.2 LOAD TRANSFER. MULLIONS SHALL BE DESIGNED
 TO TRANSFER THE DESIGN PRESSURE LOADS APPLIED BY THE
 WINDOW AND DOOR ASSEMBLIES TO THE ROUGH OPENING
 SUBSTRATE. 1714.5.5.4 STRUCTURAL SAFETY FACTOR.
 MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD OF
 ONE-AND-ONE-HALF TIMES THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE
 SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL
 STRESS LEVELS. IF TESTED BY AN APPROVED LABORATORY, THE
 ONE AND ONE-HALF TIMES THE DESIGN PRESSURE LOAD SHALL
 BE SUSTAINED FOR 10 SECONDS, AND THE PERMANENT
 DEFORMATION SHALL NOT EXCEED 0.4 PERCENT OF THE MULLION
 SPAN AFTER THE ONE-AND-ONE-HALF TIMES DESIGN PRESSURE
 LOAD IS REMOVED.
  
 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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