Plan Review Notes
Plan Review Notes For Permit 16080215
Permit Number 16080215
Review Stop B
Sequence Number 3
Notes
Date Text
2016-11-05 08:53:12BUILDING PLAN REVIEW
 NORTON MUSEUM
 W. P. B. PERMIT: 16080215 FOUNDATION & STRUCTURAL
 PERMIT/ NO COMPONENTS & CLADDING
 W. P. B. PERMIT: 16050912 BUILDING PERMIT
 ADD: 1451 S. OLIVE AVE.
 CONT: GILBANE
 TEL: 561-236-7052
 E-MAIL: [email protected] MICHAEL IZZO
 E-MAIL: [email protected] MICHAEL J BEAUMIER
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 3RD REVIEW
 DATE: SAT. NOV. 05 / 2016
 ACTION: PASSED
  
 1) PROVISO: DEFERRED SUBMITTAL. 107.3.4.2. THE
 UNDERPINNING OF THE EXISTING STRUCTURE, 2014 FBC-B
 3307.1. CONTRACTOR TO CHOOSE A SYSTEM AND MATERIALS.
 SHOP DRAWINGS TO BE REVIEWED BY THE ENGINEER OF RECORD
 BEFORE SUBMITTAL TO THE BUILDING DEPARTMENT.
  
 2) PROVISO: DEFERRED SUBMITTAL. 107.3.4.2. RESPONSE THE
 STAIRS AND TIERED SEATING ARE SITE FORMED USING EPS
 FORMWORK, WILL NEED TO SHOW COMPLIANCE WITH 2014 FBC-B
 2603.4.1.1. SHOP DRAWINGS TO BE REVIEWED BY THE
 ENGINEER OF RECORD BEFORE SUBMITTAL TO THE BUILDING
 DEPARTMENT.
  
 3) PROVISO . SPACING OF BAR JOIST VERSES THE SPAN AND
 GAUGE OF ROOF DECKING. SHEET 0276_S0002 STEEL ROOF
 DECK. THE STEEL DECK SHALL BE OF THE DEPTH AND GAGE
 SHOWN ON THE STRUCTURAL DRAWINGS. PLEASE PROVIDE WHERE
 COMPLIANCE WITH 2014 FBC-B 2211.5 ROOF SYSTEM DESIGN.
 RESPONSE DECK GAUGE IS CALLED OUT ON THE PLAN NOTE ON
 SHEET S125.7 AND 125.8 AND IS ADEQUATE FOR GRAVITY AND
 SHEAR LOADING FOR THE BEAM SPACING PROVIDED IN
 ACCORDANCE WITH 2014 FBC-B 2211.5.
  
 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]
  
  


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