Plan Review Notes
Plan Review Notes For Permit 17021104
Permit Number 17021104
Review Stop B
Sequence Number 1
Notes
Date Text
2017-03-01 14:41:24BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17021104
 ADD: 2905 45TH ST.
 CONT: SUPERIOR CONCRETE INC. / CBC1256722
 TEL: 561-328-3575
 E-MAIL: [email protected]
  
 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.
  
 1ST REVIEW
 DATE: WED. MARCH 01/ 2017
 ACTION: DENIED
  
 1) PLEASE NOTE SHEET SP-1 NOTES THE CODE DATA WHAT IS
 MISSING FROM THIS PLAN IS THE OCCUPANT LOAD FOR THE 1ST
 AND 2ND FLOORS. THE W. P. B. PERMIT: 13120617 LIST THE
 TOTAL OCCUPANT LOAD FOR THE 1ST AND 2ND FLOORS AS 489
 OCCUPANTS. PLEASE UPDATE THE PLANS. 2014 FLORIDA
 BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION:
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING.
 (7) OCCUPANT LOAD.
  
 2) PLEASE NOTE THE SHEET S-1.0 UNDER THE WIND DESIGN
 CRITERIA LIST THE BUILDING RISK CATEGORY II AND IN A
 170 VULT WIND ZONE. PLEASE REVIEW THE 2014 FBC-B TABLE
 1604.5 RISK CATEGORY OF BUILDINGS, UNDER THE RISK
 CATEGORY III BUILDINGS WHOSE PRIMARY OCCUPANCY IS
 PUBLIC ASSEMBLY WITH AN OCCUPANT LOAD GREATER THAN 300.
 PLEASE UPDATE THE VULT WIND DESIGN TO 180 MPH, 3 SECOND
 GUST SEE FIGURE 1609B ULTIMATE DESIGN SPEEDS FOR RICK
 CATEGORY III BUILDINGS.
  
 3) PLEASE PROVIDE THE WIND DESIGN PRESSURES FOR THE 180
 VULT WIND SPEED IN VASD SINCE THE PRODUCT APPROVALS ARE
 IN VASD. PLEASE ALSO PROVIDE THE MEAN ROOF HEIGHT OF
 THE BUILDING FOR COMPLIANCE WITH FBC-B TABLE 1609.7(2)
 ADJUSTMENT FACTORS FOR HEIGHT & EXPOSURE. PROVIDE THE
 MEAN ROOF HEIGHT FOR THE BUILDING.
  
 4) NEITHER THE ARCHITECTURAL NOR STRUCTURAL SHEETS
 PROVIDE THE LIVE LOAD VALUE THAT THE STEEL STAIRS
 SHOULD BE DESIGNED TOO? FBC-B TABLE 1607.1 (30) 100
 (PSF/ UNIFORM). THE PLANS INDICATE THE STAIR
 ENGINEERING ARE TO BE COMPLETED BY OTHERS, ONCE THE
 DESIGN LOADS ARE KNOWN THE STEEL STAIR SHOP DRAWINGS
 CAN BE A DEFERRED SUBMITTAL. . FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 5) SHEET A-1.1. DETAIL 1 DOES NOT SHOW COMPLIANCE FOR
 ANY ELEMENT OF THE GUARDRAIL SYSTEM IN COMPLIANCE WITH
 FBC-B 1013.3, 1013.4 OPENING LIMITATIONS, AND 1607.8.1
 HANDRAILS AND GUARDS.
  
 6) SHEET A-1.1 DETAIL # 1 SHOWS AN EXISTING DOOR UNDER
 THE MID-LANDING. THIS DOOR WILL NEED TO BE A ONE-HOUR
 FIRE RATED DOOR. SEE FBC-B 1026.6.
 7) SHEET A-1.0 SHOWS THE 1ST FLOOR EXIT DOOR AND THE
 NEW PROPOSED EXTERIOR STAIR ABOVE. THE NEW STAIR BLOCKS
 THE EGRESS PATH TO THE PUBLIC WAY PLEASE PROVIDE
 DETAILS COMPLYING WITH 1027.4.1 WIDTH. A SECOND CONCERN
 IS COMPLIANCE WITH FBC-B 1027.4.2 EGRESS COURTS THAT
 ARE WITHIN 10 FEET OF THE PROPERTY LINE WHICH IN THIS
 AREA THE EGRESS PATH WOULD BE!
  
 8) THE SHEET S-1 UNDER THE FOUNDATION NOTE # 1 DOES
 REQUIRE A SOILS INVESTIGATION BY AN APPROVED TESTING
 LAB, THIS AREA IS IN A QUESTIONABLE SOILS ZONE. FBC-B
 1803.5.2.
  
 9) THE CONTRACTOR OF RECORD SUBMITTED A REPORT BY
 WALTER A. TILLIT JR. A FLORIDA P.E. THIS REPORT DOES
 NOT INDICATE THAT IT IS EITHER A FLORIDA PRODUCT
 APPROVAL OR MIAMI-DADE NOA. PLEASE PROVIDE THE
 COVERSHEETS FOR THIS APPROVAL, IF IT DOES NOT HAVE
 EITHER OF THESE AGENCY APPROVALS THEN THE CONTRACTOR
 WILL NEED TO ALSO SUBMIT FOR A LOCAL APPROVAL. 2014
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3
 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS
  
 10) 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..
  
 11) WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS.
 2014 FBC-B 2204.1 WELDING
 201404.4.2 BOLTING.
  
 12) THE PERMIT APPLICATION NEITHER THE OWNER NOR THE
 QUALIFIER FOR THE CONTRACTOR HAS SIGNED AND NOTIRIZED
 THE PERMIT APPLICATION. 105.1 PERMIT REQUIRED.
  
 13) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  


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