Plan Review Notes
Plan Review Notes For Permit 10080639
Permit Number 10080639
Review Stop B
Sequence Number 1
Notes
Date Text
2010-09-14 13:58:04BUILDING PLAN REVIEW
 PERMIT: 10080639
 ADD: 2510 BROADWAY
 CONT: T B D
 TEL: (561)853-7013 EDMUND THOMPSON
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 2007EXISTING 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.
  
 1A) PLEASE INDICATE ON SHEET A-1THE COMMON PATH OF
 TRAVEL WITH ALL KIOSK AND STANDS THAT WILL BE LOCATED
 IN THE MERCANTILE OCCUPANCY, THE COMON PATH OF TRAVEL
 CAN NOT EXCEED 75'-0 FOR A SINGLE EXIT MERCANTILE
 OCCUPANCY. FBC-B 1014.3,
  
 1B) SHEET SP-1 INDICATES AN OCCUPANT LOAD OF 52
 OCCUPANTS, PLEASE REVIEW SECTION / TABLE 1015.1 WHICH
 WILL REQUIRE (2) POINTS OF EGRESS, AND THEY WILL TO
 MEET THE REQUIREMENT FOR 1/2 THE DIAGONAL DISTANCE
 APART FBC-B 1015.2.1.
  
 1C) THE PROPOSED DOOR# (02) IS LOCATED2.5 FEET FROM
 THTE PROPERTY LINE SEE SP-1, PLEASE REVIEW FBC-B TABLE
 704.7 FOR ALLOWABLE OPENINGS, UNPROTECTED 0-5 FEET
 OPENINGS ARE NOT ALLOWED.
  
 2) BOTH LS-1 & A-1 THE PLANS INDICATE A NEW HANDICAPPED
 RAMP BUT NO BOTTOM LANDING IS INDICATED PLEASE PROVIDE
 COMPLIANCE WITH : 11-4.8.4.(2) LANDINGS. ALL LANDINGS
 ON RAMPS SHALL NOT BE LESS THAN 60" CLEAR, & THE BOTTOM
 OF EACH RAMP SHALL HAVE NOT LESS THAN 72" OF STRAIGHT &
 LEVEL CLEARENCE.
  
 3) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
 PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING
 REPORTS ARE AS FOLLOWS:
 3A) STOREFRONT WINDOWS
 3B) STOREFRONT DOOR
 3C) SHUTTERS IF GLAZED OPENINGS ARE NOT LARGE MISSILE
 IMPACT TESTED
  
 4) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 5 BOTH SHEETS A-3 & A-5 INDICATE CUT WALL SECTIONS AND
 DETAILS FOR WALL RE-INFORCEMENT, THERE ARE NO DETAILS
 PROVIDING HOW COMPLIANCE WITH MAIN WIND FORCE RESISTING
 SYSTEM. EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
 FBC-B 2107.2 ACI 530. THE PLANS ARE MISSING THE LATERAL
 REINFORCEMENT OF EVERY OTHER COARSE.
  
 6) PLEASE REVIEW SHEET A-4:
 6A) DETAIL "C" THE GRAB BAR TO BE A MAXIMUM OF 12" FROM
 THE CORNER 11-4.16.4 TOILET ROOMS.
  
 6B) DETAIL "B" THE WATERCLOSET IS TO BE LOCATED 18"
 CENTER LINE TO ADJACENT WALL. 11-4.16.2 FIGURE 11-28.
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
  
  
  


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