Plan Review Notes
Plan Review Notes For Permit 15110510
Permit Number 15110510
Review Stop B
Sequence Number 1
Notes
Date Text
2015-11-19 16:51:11BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15110510
 ADD: 1721 PALM BEACH LAKES SUITE: E419
 CONT: INDUSTRIAL COMMERCIAL STRUCTURES, INC.
 TEL: 407-629-5431
 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. NOV. 19/ 2015
 ACTION: DENIED
  
 1) SHEET A-0.2 LIFE SAFETY PLAN DOES NOT PROVIDE THE
 MINIMUM BUILDING TYPE? 2014 FBC-B TABLE 503.
  
 2) SHEET A-0.2 LIFE SAFETY PLAN. THE SEAT NEXT TO THE
 POS AREA IS APPROX. 40 FEET AISLE ACCESS WAY BEFORE
 THERE IS A CHOICE OF TWO OR MORE PATHS OF EGRESS TRAVEL
 TO SEPARATE EXITS.
  
 3) SHEET A-0.2 LIFE SAFETY PLAN. THE SIDE ENTRY DOOR
 FROM THE INTERIOR DINING ROOM TO THE EXTERIOR COVERED
 SEATING IS MISSING THE 60 INCHES OF REQUIRED CLEARANCE
 IN THE DIRECTION OF TRAVEL. 2014 FBC-ACCESSIBILITY
 FIGURE 404.2.4.1(A).
  
 4) ) SHEET D-1.0 NOTES 1 & 2 BOTH INDICATE 2 NEW
 OPENINGS CUT INTO CONCRETE TILT WALL PANELS. NOTE
 INDICATES PANELS ARE TO BE X-RAYED, PANELS ARE NOT TO
 BE CUT CLOSER THAN 2 FEET FROM THE OF PANEL. VERIFY
 WITH STRUCTURAL PLANS. NOTE THERE ARE NO STRUCTURAL
 PLANS SUPPLIED FOR AN ENGINEER TO ANALYZE.
  
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
 RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL. SUCH DRAWINGS AND SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,
 AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS
 ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES.
  
 5A) SHEET A-2.2 AWNING PLAN. THIS SHEET DOES NOT
 PROVIDE TO WHAT CRITERIA THE WIND DESIGN IS FOR ANY OF
 THE FABRIC AWNINGS.
 3105.4.2 DESIGN OF THE STRUCTURAL FRAMING MEMBERS SHALL
 BE BASED ON RATIONAL ANALYSIS, USING THE APPLICABLE
 WIND LOADS OF CHAPTER 16 AS SHOWN BELOW.
  
 3105.4.2.1
 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK
 REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND
 VELOCITIES OF 75 MPH, SHALL BE BASED ON THE FOLLOWING
 CRITERIA:
 1. MINIMUM WIND SPEED 105 MPH.
  
 2. EXPOSURE CATEGORY B, C OR D AS DEFINED IN CHAPTER
 16.
  
 3105.4.2.2 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE COVERED STRUCTURE DESIGNED WITH A PERMANENT OR
 NONREMOVABLE FABRIC OR MEMBRANE, SHALL BE BASED ON THE
 FOLLOWING CRITERIA:
 1. MINIMUM WIND SPEED VELOCITY AS REQUIRED IN CHAPTER
 16, USING FIGURE 1609C.
 2. EXPOSURE B, C OR D AS DEFINED IN CHAPTER 16.
  
 5B) 3105.6 CANOPY MATERIALS. CANOPIES SHALL BE
 CONSTRUCTED OF A RIGID FRAMEWORK WITH AN APPROVED
 COVERING THAT MEETS THE FIRE PROPAGATION PERFORMANCE
 CRITERIA OF NFPA 701 OR HAS A FLAME SPREAD INDEX NOT
 GREATER THAN 25 WHEN TESTED IN ACCORDANCE WITH ASTM E
 84 OR UL 723.
  
 5C) SHEET A-2.2 AWNING PLAN, DETAIL # 3. SHOWS POWER
 VINYL ROLL DOWN WIND BREAKS. PLEASE PROVIDE FIRE RATING
 OF THIS PRODUCT. 3105.6 CANOPY MATERIALS. CANOPIES
 SHALL BE CONSTRUCTED OF A RIGID FRAMEWORK WITH AN
 APPROVED COVERING THAT MEETS THE FIRE PROPAGATION
 PERFORMANCE CRITERIA OF NFPA 701 OR HAS A FLAME SPREAD
 INDEX NOT GREATER THAN 25 WHEN TESTED IN ACCORDANCE
 WITH ASTM E 84 OR UL 723.
 6A) SHEET A-4.4 WIND DESIGN CRITERIA. VULT 168 MPH,
 VASD 131MPH. MEAN ROOF HEIGHT OF 30 FEET. THE PLANS
 STATE A C EXPOSURE AND B SURFACE ROUGHNESS. PLEASE
 REVIEW 2014 FBC-B 1609.4.2 SURFACE ROUGHNESS C. THIS
 SURFACE ROUGHNESS SHALL ALSO APPLY TO ANY BUILDING
 LOCATED WITHIN SURFACE ROUGHNESS BTYPE TERRAIN WHERE
 THE BUILDING IS WITHIN 100 FEET (30 M) HORIZONTALLY IN
 ANY DIRECTION OF OPEN AREAS OF SURFACE ROUGHNESS C OR
 D-TYPE TERRAIN THAT EXTENDS MORE THAN 600 FEET (182.9
 M) IN THE UPWIND DIRECTION AND A WIDTH GREATER THAN 150
 FEET (46 M).
 6B THE PRESSURES STATED ARE LOW FOR168 VULT, EXPOSURE C
 @ 30 FT. MRH.
 40 SQ. FT ZONE 4 -52.15 VULT
 115 SQ. FT ZONE 4 -40.8167 VULT
 6C) THE 2 PRODUCT APPROVALS SUBMITTED TRULITE GLASS
 3000 REGISTOR STOREFRONT NOA 14-0203.01 AND 351 SERIES
 OUTSWING ALUMINUM ENTRANCE DOOR W/ TRANSOM, NOTE BOTH
 ARE GOOD FOR 10 FEET. THE SHEET INDICATES THE OPENINGS
 ARE 11 FT 10 INCHES IN HEIGHT OVER THE LIMITS OF THE
 PRODUCT APPROVALS UNLESS A SEPARATE MULLION REPORT IS
 SUBMITTED THAT WILL MEET THE VERTICAL HEIGHT AND
 PRESSURE REQUIREMENTS.
 7A) 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
 COMPONENTS & CLADDING
  
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING
  
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, INTAKE &
 EXHAUST FANS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
  
  
 7B) FOR GLAZED UNITS, DOORS AND WINDOWS PLEASE CIRCLE
 HE SIZE(WIDTH & HEIGHT) OF THE WINDOW AND OR DOOR, TYPE
 OF GLAZING, MULLIONS PROVIDE THE TRIBUTARY AREA SIZE OF
 MULLION AND LENGTH, TYPES OF ANCHORS AS WELL AS
 PRESSURES.
  
 7C) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR
 TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 7D) IF EITHER THE CONTRACTOR OR DESIGNER OF RECORD
 WOULD PREFER TO SUBMIT PRODUCT APPROVALS AFTER PERMIT
 ISSUANCE THEN SEE 2014 FLORIDA BUILDING CODE W 2014
 WEST PALM BEACH AMENDMENT 107.3.4.2 DEFERRED
 SUBMITTALS. FOR THE PURPOSES OF THIS SECTION, DEFERRED
 SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE DESIGN
 THAT ARE NOT SUBMITTED AT THE TIME OF THE APPLICATION
 AND THAT ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL
 WITHIN A SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL
 ITEMS SHALL HAVE THE PRIOR APPROVAL OF THE BUILDING
 OFFICIAL. THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE SHALL LIST THE DEFERRED SUBMITTALS
 ON THE CONSTRUCTION DOCUMENTS FOR REVIEW BY THE
 BUILDING OFFICIAL. DOCUMENTS FOR DEFERRED SUBMITTAL
 ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW
 THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A
 NOTATION INDICATING THAT THE DEFERRED SUBMITTAL
 DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL
 CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED
 SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE
 DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE
 BUILDING OFFICIAL.
  
 SHEET A-4.4 DETAIL # 6 THE INSULATION AND THICKNESS OF
 THE GYPSUM BOARD DO NOT MATCH THAT FOUND IN THE ENERGY
 CALCULATIONS. DISCREPANCY 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 8) THE ENERGY CALCULATIONS CHECKLIST HAS NOT BEEN FILED
 OUT AS REQUIRED BY THE ENERGY CODE. MANDATORY
 REQUIREMENT.
  
 9) SHEET A-7.1 RESTROOM GRAB BARS SHOW THEY ARE TO BE
 INSTALLED 36 INCHES CENTERLINE OF BAR. THE 2014
 FBC-ACCESSIBILITY CODE SECTION 609.4 33-36 INCHES
 MAXIMUM MEASURED TO THE TOP OF THE GRIPPING SURFACE.
  
 10) SHEET A-8.3 PROVIDE THE WIND DESIGN CRITERIA AND
 PRESSURES. THE PRESSURES DO NOT INDICATE IF THEY ARE
 VULT OR VASD NOR IF THEY ARE FOR 10 SQ. FT ? WE USE 10
 SQ. FT. FOR ROOFING FOR FASTENERS WORST CASE. 2014
 FBC-B 1603.1.4 WIND DESIGN DATA.
  
 11) SHEET A-8.0 ROOF TOP EQUIPMENT PLAN, DOESN?T SHOW
 HOW ACCESS TO ROOFTOP EQUIPMENT WILL BE ACHIEVED?
 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED
 STRUCTURES. WHERE EQUIPMENT AND APPLIANCES REQUIRING
 ACCESS ARE INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT
 A HEIGHT EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL
 BE PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS,
 THE EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL
 TO THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE.
 SUCH ACCESS SHALL NOT REQUIRE CLIMBING OVER
 OBSTRUCTIONS GREATER THAN 30 INCHES (762 MM) HIGH OR
 WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS
 VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE).
  
 12) WILL NOT REQUIRE REVIEW FOR B. P. COUNTY IMPACT
 FEES, CHANGE IN OCCUPANCY. CALLED P. B. COUNTY IMPACT
 FEE OFFICE, SPOKE WITH MECHELLE.
  
 13) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. 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 CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  


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