Plan Review Notes
Plan Review Notes For Permit 20110495
Permit Number 20110495
Review Stop B
Sequence Number 1
Notes
Date Text
2020-11-18 14:29:53WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20110495
 ADD: 625 N. FLAGLER DR. / 10TH FLOOR
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-615-3903 / MICHAEL MCCLOSKEY
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. /NOV. 18TH/2020
 ACTION: DENIED
  
 1) SHEET A0.02 PLEASE INDICATE IF THERE IS ANY WORK TO
 BE COMPLETED UNDER THIS PERMIT FOR THE 1ST FLOOR, OR
 WAS IT SUBMITTED FOR LIFE SAFETY CONCERNS IN EXITING?
 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED. SHEET
 A1.10 GROUND FLOOR CONSTRUCTION NOTE ONE INDICATES A
 NEW ELECTRONIC ROLL-UP DOOR AND ACCESS CONTROL SYSTEM.
 WHAT THE 1ST FLOOR LIFE SAFETY PLAN DOES NOT SHOW IS
 HOW ONCE THE OCCUPANTS LEAVE THE 2 HOUR EXIT HOW THEY
 ARE GOING TO BE ABLE TO TRAVEL TO THE PUBLIC WAY? 2017
 FBC-B 1028.5 ACCESS TO A PUBLIC WAY.
  
 2) SHEET A0.03 LIFE SAFETY PLAN 10TH FLOOR SUITE: 1001:
  
 2A) UNDER THE HEADING CODE REQUIREMENTS THE LISTING
 EXIT ACCESS DOORWAYS, PLANS INDICATE 1 REQUIRED, 2
 PROVIDED AND SECTION TABLE 1006.2.1. PLEASE BE AWARE
 THAT TABLE 1006.2.1 IS TO BE USED FOR THE GRADE FLOOR
 ONLY. TABLE 1006.3.2(1) IS FOR R-2 OCCUPANCIES 1ST-3RD
 FLOOR, AND TABLE 1006.3.2(2) IS TO BE USED FOR LISTED
 OCCUPANCIES FOR STORIES FIRST FLOOR ABOVE OR BELOW
 GRADE PLANE AND THE 2ND STORY ABOVE GRADE PLANE. ALSO
 REVIEW SECTION 1006.3 OF THE 2017 FBC-BUILDING.
  
 2B) EXIT ACCESS TRAVEL IS FOUND IN TABLE 1017.2 OF THE
 2017 FBC-BUILDING. PLEASE UPDATE PLANS.
  
 3) SHEET A4.22 SHOWS THE PEDESTRIAN GATE AND ELECTRONIC
 OVERHEAD ROLL-UP GARAGE DOOR, BOTH OF THESE WOULD
 APPEAR TO NEED PRODUCT APPROVALS AS WELL AS WIND DESIGN
 PRESSURES. THERE ARE NO STRUCTURAL DETAILS OF HOW THE
 ROLL UP OVERHEAD DOOR IS TO BE ANCHORED FOR THE DOOR
 ASSEMBLY ITSELF NOR THE TRACK SYSTEM FOR THE DOOR TO
 MOVE IN VERTICALLY. THE SAME REQUIREMENTS ARE MISSING
 FOR THE PEDESTRIAN GATE. THE PEDESTRIAN GATE IS A ONE
 TYPE OF FABRICATION I WOULD BELIEVE AND WOULD ONLY
 REQUIRE THE ENGINEERING FOR THIS TYPE OF INSTALLATION
 AND EXPOSURE.
  
 3A) 2017 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS
 DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1.
  
 2. RISK CATEGORY.
  
 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1.
  
 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
  
 6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 3B) 2017 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, MULLIONS.
  
 3C) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING (SHOP
 DRAWING STAMP OF APPROVAL) 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.
  
 3D) WITHOUT STRUCTURAL DETAILS FOR THE 2 NEW PRODUCTS
 DOOR OPENINGS THIS MAY OR MAY NOT BE REQUIRED.
 WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION FOR FIELD WIELDING, ON THE JOB-SITE
 WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED.
 REPORTS SUBMITTED TO BUILDING INSPECTOR AT TIME OF
 FRAMING INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
 4) 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.
  
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  


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