Plan Review Details - Permit 13110415
Plan Review Stops For Permit 13110415
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2013-11-27 Cont ID  
Sent By jwitmer Date 2013-11-27 Time 15:38 Rev Time 0.00
Received By jwitmer Date 2013-11-27 Time 10:33 Sent To  
Notes
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
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2014-01-08 Cont ID  
Sent By albarran Date 2014-01-08 Time 19:01 Rev Time 0.00
Received By albarran Date 2014-01-08 Time 18:29 Sent To I
Notes
2014-01-08 19:13:16NO ELECTRICAL PLANS WERE SUBMITTED FOR REVIEW. YOU
 SHALL SUBMIT A COMPLETE SET OF ELECTRICAL DRAWINGS
 CONTAINING THE FOLLOWING FOR REVIEW:
 AS PER FBC-B SECTION 107.3.5 MINIMUM PLAN REVIEW
 CRITERIA IS REQUIRED.
 1.A SINGLE LINE RISER DIAGRAM INDICATING:
 A) ELECTRIC SERVICE SIZE AND LOCATION OF DISCONNECTS
 AND ANY SUBPANELS.
 B) GROUNDING
 2. ELECTRICAL PANEL SCHEDULE ALONG WITH A DESCRIPTION
 OF THE EQUIPMENT IN USE.BEING INSTALLED
 3) LOAD CALCULATIONS
 4) BRANCH CIRCUIT SIZE AND OVER CURRENT PROTECTION
 5) FLOOR PLANS INDICATING LOCATION OF ELECTRICAL
 PANELS, GENERAL LIGHTING OUTLETS AND SWITCHES,
 EMERGENCY AND REQUIRED EXIT LIGHTS
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2013-12-20 Cont ID  
Sent By Mgonzale Date 2013-12-20 Time   Rev Time 0.25
Received By   Date 2013-12-20 Time   Sent To I
Notes
2013-12-20 17:11:20PROVISOS
  
 SUBMIT THRU ENGINEER SERVICES FOR SANITARY SEWER
 CONNECTION AND DRAINAGE TO CITY OF WPB SEWER.
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES AND PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2013-12-13 Cont ID  
Sent By wjolin Date 2013-12-13 Time 12:17 Rev Time 0.00
Received By wjolin Date 2013-12-13 Time 11:00 Sent To  
Notes
2013-12-13 12:12:031224 OKEECHOBEE ROAD
 PERMIT #13110415
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 DESIGN SHALL COMPLY WITH 2010 EDITION OF THE FLORIDA
 FIRE PREVENTION CODE WHICH CONTAINS THE 2009 EDITION OF
 BOTH NFPA 1 AND NFPA 101 WITH FLORIDA AMENDMENTS.
  
 THE TOTAL PERMIT JOB VALUE NEEDS TO INCLUDE MATERIALS
 AND LABOR.
  
 NO ADDRESS PROVIDED IN THE PLAN TITLEBLOCK INFORMATION.
  
 INDICATE IF THIS GARAGE WILL BE USED FOR "MAJOR"
 REPAIRS OR "MINOR" REPAIRS. (NFPA 30A - 3.3.12 REPAIR
 GARAGES: "MAJOR REPAIR GARAGE" A BUILDING OR PORTIONS
 OF A BUILDING WHERE MAJOR REPAIRS, SUCH AS ENGINE
 OVERHAULS, PAINTING, BODY AND FENDER WORK, AND REPAIRS
 THAT REQUIRE DRAINING OF THE MOTOR VEHICLE FUEL TANK
 ARE PERFORMED ON MOTOR VEHICLES, INCLUDING ASSOCIATED
 FLOOR SPACE USED FOR OFFICES, PARKING, OR SHOWROOMS.
 "MINOR REPAIR GARAGE" A BUILDING OR PORTIONS OF A
 BUILDING USED FOR LUBRICATION, INSPECTION, AND MINOR
 AUTOMOTIVE MAINTENANCE WORK, SUCH AS ENGINE TUNE-UPS,
 REPLACEMENT OF PARTS, FLUID CHANGES (E.G., OIL,
 ANTIFREEZE, TRANSMISSION FLUID, BRAKE FLUID, AIR
 CONDITIONING REFRIGERANTS, ETC.), BRAKE SYSTEM REPAIRS,
 TIRE ROTATION, AND SIMILAR ROUTINE MAINTENANCE WORK,
 INCLUDING ASSOCIATED FLOOR SPACE USED FOR OFFICES,
 PARKING, OR SHOWROOMS.)
  
 REPAIR GARAGES USED FOR REPAIR OF VEHICLE ENGINE FUEL
 SYSTEMS FUELED BY NON-ODORIZED GASES, SUCH AS HYDROGEN
 AND NON-ODORIZED LNG/CNG, SHALL BE PROVIDED WITH AN
 APPROVED FLAMMABLE GAS DETECTION SYSTEM.
  
 PROVIDE A LIFE SAFETY PLAN SHOWING ALL OCCUPANCY TYPES,
 OCCUPANT LOADS, FIRE RATED WALLS, EXITS, EXIT SIGNS,
 EGRESS LIGHTING, EMERGENCY LIGHTING, TRAVEL DISTANCES,
 COMMON PATH OF TRAVEL ETC.
  
 PROVIDE PORTABLE FIRE EXTINGUISHERS. EXTINGUISHERS
 SHALL HAVE A MINIMUM RATING OF 2A:10BC AND SHALL BE
 TAGGED BY A LICENSED FIRE EXTINGUISHER COMPANY. TRAVEL
 DISTANCE TO EXTINGUISHERS SHALL NOT EXCEED 75 FEET.
  
 PER SECTION 10.12.1.2 (NFPA 1), PROVIDE BUILDING
 ADDRESS VISIBLE FROM THE STREET. NUMBERS SHALL BE
 ATTACHED TO THE BUILDING AND BE AT LEAST SIX-INCHES IN
 HEIGHT WITH 1-INCH STROKE AND SHALL CONTRAST THE
 BACKGROUND.
  
 PROVIDE TACTILE SIGNAGE AT ALL REQUIRED EXIT DOORS WITH
 EXIT SIGNS.
  
 PER SECTION 7.2.1.5.9, THE LOCK/LATCH RELEASING
 MECHANISM ON ALL DOORS SHALL OPEN THE DOOR WITH NOT
 MORE THAN ONE RELEASING OPERATION. THE RELEASING
 MECHANISM SHALL HAVE AN OBVIOUS METHOD OF OPERATION
 THAT IS READILY OPERATED UNDER ALL LIGHTING CONDITIONS.
 THE RELEASING DEVICE SHOULD BE CAPABLE OF BEING
 OPERATED WITH ONE HAND AND SHOULD NOT REQUIRE TIGHT
 GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO
 OPERATE.
  
 POST WEATHERPROOF NO SMOKING SIGNS IN CONSPICUOUS
 LOCATIONS.
  
 AT THIS TIME A THOROUGH A COMPLETE PLAN REVIEW CANNOT
 BE COMPLETED AT THIS TIME DUE TO A LACK OF PLAN
 INFORMATION. ADDITIONAL COMMENTS MAY BE GENERATED AFTER
 ADDITIONAL INFORMATION IS SUBMITTED.
  
 WESLEY JOLIN
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-01-10 Cont ID  
Sent By shill Date 2014-01-10 Time 14:14 Rev Time 0.00
Received By shill Date 2013-11-13 Time 11:57 Sent To  
Notes
2014-01-08 19:13:51SH DESK
  
2013-11-13 11:57:45INCOMING SENT TO C-08 BOX. JW
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2013-11-27 Cont ID  
Sent By jwitmer Date 2013-11-27 Time 15:47 Rev Time 0.00
Received By jwitmer Date 2013-11-27 Time 11:12 Sent To  
Notes
2013-11-27 11:13:05BEFORE 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2013-12-19 Cont ID  
Sent By skennedy Date 2013-12-19 Time 11:09 Rev Time 0.00
Received By skennedy Date 2013-12-19 Time 11:09 Sent To  
Notes
2013-12-19 11:09:51REVIEW BY PX 1328 J SAEZ
Review Stop P PLUMBING
Rev No 1 Status F Date 2013-12-16 Cont ID  
Sent By lwagner Date 2013-12-16 Time 13:02 Rev Time 0.00
Received By lwagner Date 2013-12-16 Time 11:36 Sent To  
Notes
2013-12-16 13:11:38FBC 2010 PLUMBING REVIEW #1
 DENIED:
  
 PLEASE SEE BUILDING REVIEW NOTES CONCERNING OCCUPANCY
 TYPE AND OCCUPANT LOAD. PLEASE INCLUDE THE REQUIRED
 PLUMBING FIXTURES FROM TABLE 403.1 IN THE FLORIDA
 BUILDING CODE - PLUMBING. PLUMBING DRAWINGS WILL ALSO
 BE REQUIRED.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
  
 REVIEW BY
 LARRY WAGNER
 CHIEF PLUMBING INSPECTOR
 PHONE # 805-6692
 EMAIL [email protected]
 FAX # 805-6676
  
Review Stop Z ZONING
Rev No 1 Status P Date 2013-12-12 Cont ID  
Sent By avann Date 2013-12-12 Time 13:56 Rev Time 0.00
Received By ajones Date 2013-12-11 Time 16:59 Sent To  
Notes
2013-12-12 13:56:4612/12/13- A SEPERATE LANDSCAPE PERMIT IS REQUIRED.
  
 ANGELLA VANN
 561-822-1441
 [email protected]
2013-11-19 10:30:1611/19/13- WAITING ON INFORMAL SITE PLAN TO BE APPROVED.
 AV


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