Plan Review Notes
Plan Review Notes For Permit 17040840
Permit Number 17040840
Review Stop B
Sequence Number 1
Notes
Date Text
2017-05-05 07:23:252014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17040840
 ADD: 6901 OKEECHOBEE BLVD.
 CONT: CORPORATE PROPERTY SERVICES INC.
 TEL: 954-426-5144 / JAY BOSWELL
 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: THURS. MAY 04/ 2017
 ACTION: DENIED
  
 1) THE COVER SHEET INDICATES THERE ARE 2 SHEETS WITHIN
 THIS DOCUMENT FOR RACK STORAGE AND ATTACHED TO THE
 PLANS ARE STRUCTURAL FIXTURE ANCHORAGE CALCULATIONS.
 THE CONTRACTOR CAN ELECT TO LEAVE THESE ITEMS WITHIN
 THE SET OF PLANS OR REMOVE THEM. RACK STORAGE DOES
 REQUIRE A SEPARATE PERMIT. IF THE RACK STORAGE
 DOCUMENTS ARE LEFT IN THE SET OF PLANS A NEW PLAN
 REVIEW STOP ( R ) FOR RACK STORAGE WILL BE ADDED. THE
 CONTRACTOR WILL NEED TO SUBMIT A PERMIT APPLICATION FOR
 THE RACK STORAGE AND THE CITY WILL ENTER IT AS A MISC.
 BUILDING PERMIT. THIS WILL BE AN ADDITIONAL FEE OF
 $80.00 AS AN ADMINISTRATIVE FEE INCLUDE THE MASTER
 PERMIT NUMBER ON THE FIXTURE ONLY PERMIT.
  
 2A) SHEET D1 HAS A NOTE ON THE REMOVAL OF THE FRONT
 ENTRY DOORS. PLEASE PROVIDE PRODUCT APPROVAL FOR THE
 NEW DOORS.
 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 ,MULLIONS & ROOF HATCHES.
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 2B) IDENTIFY GLAZING/ MULLIONS. FOR ALL PRODUCTS WITH
 GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
 TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED,
 ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING
 SIZE. 2014 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND
 DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED
 MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND SPACING
 SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE
 CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN
 THE TESTS.
  
 2C) 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) SHEET D1 HAS A NOTE FOR THE REMOVAL OF THE FRONT
 ENTRY DOORS, SHEET A1 IDENTIFIES THE FRONT DOOR
 LOCATION AS NUMBER 115 DOOR. THE DOOR SCHEDULE
 IDENTIFIES THE DOORS AS TYPE A, OR AUTOMATIC SLIDING
 DOORS SO-SX-SX-SO. SHOW COMPLIANCE WITH SECTION
 1008.1.10 PANIC AND FIRE EXIT HARDWARE.
  
 1008.1.10 PANIC AND FIRE EXIT HARDWARE. DOORS SERVING A
 GROUP H OCCUPANCY AND DOORS SERVING ROOMS OR SPACES
 WITH AN OCCUPANT LOAD OF 50 OR MORE IN A GROUP A OR E
 OCCUPANCY SHALL NOT BE PROVIDED WITH A LATCH OR LOCK
 UNLESS IT IS PANIC HARDWARE OR FIRE EXIT HARDWARE.
  
 4) PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR THIS
 PROJECT, PLEASE PROVIDE THE PRESSURES IN VASD SINCE THE
 PRODUCT APPROVALS ARE IN VASD. 2014 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:
  
 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 4.2. RISK CATEGORY.
  
 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
  
 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 4.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
  
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
  
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 5) 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.
  
 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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