Plan Review Notes
Plan Review Notes For Permit 13110415
Permit Number 13110415
Review Stop B
Sequence Number 1
Notes
Date Text
2013-11-27 13:08:49BUILDING PLAN REVIEW
 PERMIT: 13110415
 ADD: 1224 OKEECHOBEE RD
 CONT: FIRST FLORIDA CONTRACTORS
 TEL: (351) 521-7145
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE: WED. NOV. 27/ 2013
 ACTION: DENIED
  
 1) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & 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.
  
 2) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. THE
 EXAMINATION OF THE DOCUMENTS BY THE BUILDING OFFICIAL
 SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA AND
 DOCUMENTS:
 107.3.5.1 COMMERCIAL BUILDINGS,107.3.5.1.1 BUILDING :
 A) OCCUPANCY GROUP AND SPECIAL OCCUPANCY REQUIREMENTS
 SHALL BE DETERMINED.
 MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED (SEE
 TABLE 503).
 FLOOR PLAN
 FIRE-RESISTANT CONSTRUCTION REQUIREMENTS SHALL INCLUDE
 THE FOLLOWING COMPONENTS:
 FIRE-RESISTANT SEPARATIONS
 FIRE-RESISTANT PROTECTION FOR TYPE OF CONSTRUCTION
 PROTECTION OF OPENINGS AND PENETRATIONS OF RATED WALLS
 B) LIFE SAFETY SYSTEMS SHALL BE DETERMINED AND SHALL
 INCLUDE THE FOLLOWING
 REQUIREMENTS:
 OCCUPANT LOAD AND EGRESS CAPACITIES
 OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 OCCUPANCY LOAD
 GROSS
 NET
 MEANS OF EGRESS
 C) STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 SOIL CONDITIONS/ANALYSIS
 TERMITE PROTECTION
 D) ACCESSIBILITY REQUIREMENTS SHALL INCLUDE THE
 FOLLOWING:
 TOILET AND BATHING FACILITIES
 DRINKING FOUNTAINS
 E) INTERIOR REQUIREMENTS SHALL INCLUDE THE FOLLOWING:
 INTERIOR FINISHES (FLAME SPREAD/SMOKE DEVELOPMENT)
  
 3) THE PERMIT VALUATION FOR THIS PROJECT IS LISTED AS
 $49,886.00, THIS VALUE IS EXTERMLY LOW. W P B
 ADMINISTRTIVE CODE 108.2 SCHEDULE OF PERMIT FEES. ON
 BUILDINGS, STRUCTURES, ELECTRICAL, GAS, MECHANICAL, AND
 PLUMBING SYSTEMS OR ALTERATIONS REQUIRING A PERMIT, A
 FEE FOR EACH PERMIT SHALL BE PAID AS REQUIRED, IN
 ACCORDANCE WITH THE SCHEDULE ESTABLISHED BY THE
 APPLICABLE GOVERNING AUTHORITY.
 108.3* BUILDING PERMIT VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFRENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 TYPE V-B CONSTRUCTION
 OCCUPANCY TYPE S-1 2100 SQ FT X $56.71= $ 119,091.00
 CALCULATED VALUE, THIS VALUE WILL BE ASSESSED TO THIS
 PERMIT FOR PERMIT FEES OWED.
  
 4) ELEVATION SHEET 1OF 3 SHEETS TITLEBLOCK HEADING
 METAL STRUCTURES LLC:
 4A) PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
 DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.
 FL ADMIN CODE 61G15-23.002 ENGINEERS
 FL ADMIN CODE 61G16.003 ARCHITECTS
  
 4B) PROVIDE LOCATION OF PROJECT ON PLANS, ADDRESS. 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE DIMENSIONED AND DRAWN
 UPON SUITABLE MATERIAL. ELECTRONIC MEDIA DOCUMENTS
 SHALL BE
 SUBMITTED WHEN APPROVED BY THE BUILDING OFFICIAL.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION.
  
 5) DISCREPANCY IN PLANS, ELEVATION SHEET 1OF 3 SHEETS
 INDICATES AN B-EXPOSURE WHILE THE ENGINEERED PLAN FROM
 P.E. MICHAEL ROBINSON INDICATES A C-EXPOSURE. I AGREE
 WITH THE ENGINEER OF RECORD THIS LOCATION IS CONSIDERED
 A C EXPOSURE BECAUSE OF SURFACE ROUGHNESS C FBC-B
 1609.4.2.
  
 6) BOTH THE ELEVATION SHEET AND SHEET 1 OF 2 ENGINEERED
 SHEET INDICATES THE BUILDING CATEGORY AS A BUILDING
 CATEGORY I WITH AN IMPORTANCE FACTOR OF 0.77. THE TITLE
 BLOCK INDICATES THIS TO BE A GARAGE/ SHED THE BUILDING
 OFFICIAL HAS REVIEWED THE SIZE AND USAGE OF THIS
 BUILDING AND HAS DETERMINED THE IMPORTANCE FACTOR IS
 LOW AND SHOULD BE A CATEGORY II BUILDING AND A FACTOR
 OF 1.0. THIS WILL AFFECT THE PRESSURES OF THIS BUILDING
 AS WELL AS THE SIZE OF THE FOUNDATION.
  
 7) PLEASE PROVIDE COMPLIANCE WITH 2210.1 GENERAL.
 THE DESIGN AND INSTALLATION OF STRUCTURAL MEMBERS AND
 NONSTRUCTURAL MEMBERS UTILIZED IN COLD-FORMED STEEL
 LIGHT-FRAME CONSTRUCTION WHERE THE SPECIFIED MINIMUM
 BASE STEEL THICKNESS IS BETWEEN 0.0179 INCHES (0.455
 MM) AND 0.1180 INCHES (2.997 MM) SHALL BE IN ACCORDANCE
 WITH AISI S200 AND SECTIONS 2210.2 THROUGH 2210.7, AS
 APPLICABLE.
  
 2210.2 HEADER DESIGN.
 HEADERS, INCLUDING BOX AND BACK-TO-BACK HEADERS, AND
 DOUBLE AND SINGLE L-HEADERS SHALL BE DESIGNED IN
 ACCORDANCE WITH AISI S212 OR AISI S100.
  
 2210.3 TRUSSES.
  
 2210.3.1 DESIGN.
 COLD-FORMED STEEL TRUSSES SHALL BE DESIGNED IN
 ACCORDANCE WITH AISI S214, SECTIONS 2210.3.1 THROUGH
 2210.3.5 AND ACCEPTED ENGINEERING PRACTICE.
  
 2210.3.2 TRUSS DESIGN DRAWINGS.
 THE TRUSS DESIGN DRAWINGS SHALL CONFORM TO THE
 REQUIREMENTS OF SECTION B2.3 OF AISI S214 AND SHALL BE
 PROVIDED WITH THE SHIPMENT OF TRUSSES DELIVERED TO THE
 JOB SITE. THE TRUSS DESIGN DRAWINGS SHALL INCLUDE THE
 DETAILS OF PERMANENT INDIVIDUAL TRUSS MEMBER
 RESTRAINT/BRACING IN ACCORDANCE WITH SECTION B6(A) OR
 B6(C) OF AISI S214 WHERE THESE METHODS ARE UTILIZED TO
 PROVIDE RESTRAINT/BRACING.
  
 2210.3.5 TRUSS QUALITY ASSURANCE.
 TRUSSES NOT PART OF A MANUFACTURING PROCESS THAT
 PROVIDES REQUIREMENTS FOR QUALITY CONTROL DONE UNDER
 THE SUPERVISION OF A THIRD-PARTY QUALITY CONTROL
 AGENCY, SHALL BE MANUFACTURED IN COMPLIANCE WITH
 SECTIONS 1704.2 AND 1704.3, AS APPLICABLE.
  
 2210.4 WALL STUD DESIGN.
 WALL STUDS SHALL BE DESIGNED IN ACCORDANCE WITH EITHER
 AISI S211 OR AISI S100.
  
 2210.5 FLOOR AND ROOF SYSTEM DESIGN.
 FRAMING FOR FLOOR AND ROOF SYSTEMS IN BUILDINGS SHALL
 BE DESIGNED IN ACCORDANCE WITH EITHER AISI S210 OR AISI
 S100.
  
 2210.6 LATERAL DESIGN.
 LIGHT-FRAME SHEAR WALLS, DIAGONAL STRAP BRACING THAT IS
 PART OF A STRUCTURAL WALL AND DIAPHRAGMS USED TO RESIST
 WIND AND OTHER IN-PLANE LATERAL LOADS SHALL BE DESIGNED
 IN ACCORDANCE WITH AISI S213.
  
 8) 2010 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..
  
 9) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.41 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.
 FL 15870 SWING GLASS DOOR. NOTE THIS STATE APPROVAL
 DOES NOT HAVE ANY CONNECTIONS TO STEEL WITHIN THE
 PRODUCT APPROVAL.
 NOA 12-0322.06 EXPIRED 4/19/2013 ROLL UP GARAGE DOOR
 (B)) PANEL WALLS
 (C): WALL LOUVERS,: NO PRODUCT APPROVAL WAS SUBMITTED.
 (D) ROOFING PRODUCTS AND ASSEMBLIES PLEASE IDENTIFY
 WHICH SUB-SYSTEM IS TO BE INSTALLED. PLEASE ALSO
 PROVIDE THE AE EVALUATION REPORT. PLEASE NOTE IF THE
 REPORT REQUIRES COMPLIANCE WITH 1507.4.1 DECK
 REQUIREMENTS. PLEASE ALSO PROVIDE MANUFACTURES
 SPECIFICATIONS THAT THE ROOFING MATERIAL CAN BE APPLIED
 HORIZONTALLY AS DEPICTED SHEET 1 OF 2 . NORMALLY ON
 STEEL BUILDINGS THERE ARE HORIZONTAL PURLINS ON BOTH
 THE WALL AS WELL AS THE ROOF SYSTEM. THE ELEVATION
 DRAWING SHOWA THE ROOF PANELS BEING APPLIED VERTICALLY
 THE PLANS DO NOT INDICATE THE USE OF PURLINS OR SOLID
 ROOF SHEATHING, HOW WILL THE GABLE WALL OVER HANGS BE
 STRUCTURALLY ATTACHED.
  
 10) PLEASE PROVIDE CALCULATIONS FOR THE MOMMENT OF
 OVERTURNING FOR THE STRUCTURE ITSELF IT SEAMS THE
 FOUNDATION IS LIGHT, SINCE THE PLANS INDICATE THERE IS
 A EXISTING SLAB.
  
 11) FBC-B 406.6.3 VENTILATION. REPAIR GARAGES SHALL BE
 MECHANICALLY VENTILATED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, MECHANICAL. THE VENTILATION SYSTEM SHALL
 BE CONTROLLED AT THE ENTRANCE TO THE GARAGE.
  
 406.6.4 FLOOR SURFACE. REPAIR GARAGE FLOORS SHALL BE OF
 CONCRETE OR SIMILAR NONCOMBUSTIBLE AND NONABSORBENT
 MATERIALS.
 EXCEPTION: SLIP-RESISTANT, NONABSORBENT, INTERIOR FLOOR
 FINISHES HAVING A CRITICAL RADIANT FLUX NOT MORE THAN
 0.45 W/CM2, AS DETERMINED BY NFPA 253, SHALL BE
 PERMITTED.
  
 [F] 406.6.6 GAS DETECTION SYSTEM. REPAIR GARAGES USED
 FOR REPAIR OF VEHICLES FUELED BY NONODORIZED GASES,
 SUCH AS HYDROGEN AND NONODORIZED LNG, SHALL BE PROVIDED
 WITH A FLAMMABLE GAS DETECTION SYSTEM.
  
 [F] 406.6.6.1 SYSTEM DESIGN. THE FLAMMABLE GAS
 DETECTION SYSTEM SHALL BE LISTED OR APPROVED AND SHALL
 BE CALIBRATED TO THE TYPES OF FUELS OR GASES USED BY
 VEHICLES TO BE REPAIRED. GAS DETECTORS OR SENSORS SHALL
 BE LISTED IN ACCORDANCE WITH UL 2075 AND SHALL INDICATE
 THE GASES THEY ARE INTENDED TO DETECT. THE GAS
 DETECTION SYSTEM SHALL BE DESIGNED TO ACTIVATE WHEN THE
 LEVEL OF FLAMMABLE GAS EXCEEDS 25 PERCENT OF THE LOWER
 EXPLOSIVE LIMIT. GAS DETECTION SHALL ALSO BE PROVIDED
 IN LUBRICATION OR CHASSIS REPAIR PITS OF GARAGES USED
 FOR REPAIRING NONODORIZED LNG-FUELED VEHICLES.
  
 [F] 406.6.6.2 OPERATION.
 ACTIVATION OF THE GAS DETECTION SYSTEM SHALL RESULT IN
 ALL OF THE FOLLOWING:
 1. INITIATION OF DISTINCT AUDIBLE AND VISUAL ALARM
 SIGNALS IN THE REPAIR GARAGE.
 2. DEACTIVATION OF ALL HEATING SYSTEMS LOCATED IN THE
 REPAIR GARAGE.
 3. ACTIVATION OF THE MECHANICAL VENTILATION SYSTEM,
 WHERE THE SYSTEM IS INTERLOCKED WITH GAS DETECTION.
  
 [F] 406.6.6.3 FAILURE OF THE GAS DETECTION SYSTEM.
 FAILURE OF THE GAS DETECTION SYSTEM SHALL RESULT IN THE
 DEACTIVATION OF THE HEATING SYSTEM, ACTIVATION OF THE
 MECHANICAL VENTILATION SYSTEM WHEN THE SYSTEM IS
 INTERLOCKED WITH THE GAS DETECTION SYSTEM AND CAUSE A
 TROUBLE SIGNAL TO SOUND IN AN APPROVED LOCATION.
  
 12) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE & 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.
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  


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