Plan Review Details - Permit 16070193
Plan Review Stops For Permit 16070193
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2016-10-20 Cont ID  
Sent By jwitmer Date 2016-10-20 Time 16:27 Rev Time 0.00
Received By jwitmer Date 2016-10-19 Time 06:29 Sent To  
Notes
***NONE***
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2016-09-07 Cont ID  
Sent By shill Date 2016-09-07 Time 10:37 Rev Time 0.00
Received By shill Date 2016-09-07 Time 10:37 Sent To  
Notes
2016-09-07 10:37:50AN ADDRESS WILL BE ASSIGNED PRIOR TO PERMIT ISSUANCE
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-10-20 Cont ID  
Sent By jwitmer Date 2016-10-20 Time 16:27 Rev Time 0.00
Received By jwitmer Date 2016-10-19 Time 06:28 Sent To  
Notes
2016-10-20 11:00:09BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16070193
 ADD: 1503 CLARE AVE.
 CONT: HEDRICK BROTHERS
 TEL: 561-578-2875/ DOUG GORDON
 E-MAIL: [email protected]
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
 2ND REVIEW
 DATE: THURS. AUGUST 20/ 2016
 ACTION: BUILDING PROVISO
  
 1PROVISO : THE LOCATION OF THIS SITE LAYS IN AN A-9
 FLOOD ZONE. NONE OF THE ARCHITECTURAL SHEETS OR
 STRUCTURAL SHEETS INDICATE WHAT THE HEIGHT OF FINISH
 FLOOR IS IN NGVD THE MINIMUM FINISH FLOOR ELEVATION
 CURRENTLY WOULD BE 13.5 FT. NGVD. DURING THE PERMITTING
 OF THIS STRUCTURE THERE WILL BE REQUIRED (3) DIFFERENT
 FLOOD ZONE CERTIFICATES REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT.
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED.
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS.
 FEMA NEW FORM AVAILABLE JUNE 13/2016.
 OMB NO. 1660-0008
 EXPIRATION DATE: NOV. 30/2018
  
 2) 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..
 2014 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
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-08-03 Cont ID  
Sent By jwitmer Date 2016-08-03 Time 14:25 Rev Time 0.00
Received By jwitmer Date 2016-08-03 Time 10:01 Sent To  
Notes
2016-08-03 14:25:34BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16070193
 ADD: 1503 CLARE AVE.
 CONT: HEDRICK BROTHERS
 TEL: 561-578-2875/ DOUG GORDON
 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: WED. AUGUST 03/ 2016
 ACTION: DENIED
  
 1) SHEET 015A1.1 BUILDING CODE ANALYSIS INDICATES THIS
 TO BE A S1 (PRIVATE WAREHOUSE). THE PLANS INDICATE THE
 SQUARE FOOTAGE OF THE BUILDING (VB) TO BE 11,296/500 =
 23 OCCUPANTS. THERE IS ALSO A NOTE ON THE RIGHT SIDE OF
 THE PLAN OPPOSITE END OF THE BUILDING WHERE THE MAN
 DOOR (EGRESS DOOR) IS LOCATED.
 THIS NOTE INDICATES THE 2ND MEANS OF EGRESS IS THE
 OVERHEAD DOOR AS AGREED ON 05/03/16 PRELIMINARY REVIEW
 MEETING WITH CITY BUILDING OFFICIALS.
 THERE WAS DISCUSSION AS TO HANDLE A SECOND MEANS OF
 EGRESS. ONE METHOD WAS LIMITING THE OCCUPANT LOAD TO 10
 OR LESS OCCUPANTS. THE 2014 FBC-B SECTION 1008.1.2
 EXCEPTION # 1 ALLOWS IN PRIVATE GARAGES, OFFICE AREAS,
 FACTORY AND STORAGE AREAS WITH AN OCCUPANT LOAD OF 10
 OR LESS THE EGRESS DOORS DO NOT NEED TO BE PIVOTED OR
 SIDE-HINGED SWINGING TYPE.
 IF THE OWNER DOES NOT WANT TO REDUCE THE OCCUPANT LOAD
 TO COMPLY WITH SECTION 1008.1.2 OF THE 2014 FBC-B THEN
 THE DESIGNER OF RECORD WOULD NEED TO SUBMIT A LETTER TO
 THE BUILDING OFFICIAL ROBERT BROWN TO REVIEW THE PLANS
 UNDER SECTION 104.11 ALTERNATIVE MATERIALS, DESIGN AND
 METHODS OF CONSTRUCTION AND EQUIPMENT, 2014 FLORIDA
 BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION.
 IN THE MEETING THERE ARE SEVERAL CODE ARTICLE THAT WE
 HAD AGREED ON THAT COULD BE COVERED UNDER THIS SAME
 LETTER, HANDICAPPED RESTROOMS, HAND RAILS, VERTICAL
 ACCESSIBILITY RAMPS / LIFTS, AND ACCESSIBLE AREA OF THE
 BAR.
 THE DESIGNER OF RECORD WILL ALSO NEED TO INCLUDE
 REQUIREMENTS THAT WOULD BE REQUIRED BY OTHER TRADES AS
 WELL. UNLESS WE RECEIVE THIS REQUEST WE ARE OBLIGED TO
 REVIEW THE PLANS TO THE 2014 FBC FAMILY OF CODES.
  
 2) THE LOCATION OF THIS SITE LAYS IN AN A-9 FLOOD ZONE.
 NONE OF THE ARCHITECTURAL SHEETS OR STRUCTURAL SHEETS
 INDICATE WHAT THE HEIGHT OF FINISH FLOOR IS IN NGVD.
 FBC BUILDING 1612 AND CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD
 ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
 PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS
 REQUIRE AN ADDITIONAL 6 INCHES OF FREEBOARD ELEVATION.
 THE MINIMUM FINISH FLOOR ELEVATION CURRENTLY WOULD BE
 13.5 FT. NGVD.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT.
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED.
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS.
 FEMA NEW FORM AVAILABLE JUNE 13/2016.
 OMB NO. 1660-0008
 EXPIRATION DATE: NOV. 30/2018
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
 ADDITIONAL INFORMATION ON THE DIFFERENCES, THE NEW
 FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 3) THIS REVIEW CYCLE THERE WAS NO SOILS REPORT
 SUBMITTED. 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL.
 WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY
 OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE
 SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 4) THIS REVIEW CYCLE THERE WERE NO ENERGY DOCUMENTS
 SUBMITTED FOR NEW CONSTRUCTION. 2014 FBC-ENERGY CODE
 C401.2 APPLICATION.
 COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE
 FOLLOWING:
  
 1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1.
  
 2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND
 C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY
 WITH EITHER SECTION C406.2, C406.3 OR C406.4.
  
 3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2,
 C404, C405.2, C405.3, C405.4, C405.6 AND C405.7. THE
 BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85
 PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING.
  
 5) THIS REVIEW THERE WERE NO PRODUCT APPROVALS
 SUBMITTED COMPLYING WITH; 2014 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.
 (C) WALL LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS AND ROOF TOP
 FANS
 (G) PRE-ENGINEERED A/C STANDS
  
 6) ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE
 FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS
 PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED
 SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF
 THE BUILDING. 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.
  
 7) SHEET 018 _A1.4. THE ROOF PLAN SHOWS BOTH ROOF TOP
 DOWN UNITS AND THE USE OF ROOF TOP INTAKE AND EXHAUST
 FANS. SHEET 035_S2.0 SHOWS 2 DETAILS FOR THE ROOFTOP
 RTU UNITS ON SHEET 037_S4.0 DETAILS 1 & 2. BOTH OF
 THESE DETAILS ARE FOR THE RTU UNITS. THERE ARE NO
 DETAILS FOR THE INTAKE & EXHAUST FANS FOR THE BASE/
 CURB NOR FOR THE ATTACHMENT OF THE FAN HOUSING TO THE
 ROOF TOP CURB. PLEASE SUPPLY ADDITIONAL DETAILS AS WELL
 AS PRODUCT APPROVALS FOR ROOF TOP FANS AND CURBS.
 1609.6.4.4.1 COMPONENTS & CLADDING.
 FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 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?
  
 8) SHEET 021_A2.1 SHOWS A ROOF TOP LADDER TO GAIN
 ACCESS TO THE ROOF TOP MECHANICAL EQUIPMENT. PLEASE
 PROVIDE COMPLIANCE WITH: ? 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).
 PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED
 ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN
 6-INCHES (152 MM) DEEP.
 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
 PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
 WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2).
 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE
 REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610
 MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR
 SERVICE PLATFORMS.
  
 9) SHEET 030_A4.3 SHOWS THE RESTROOMS WITH VANITY
 MILLWORK. AGAIN PLEASE INCORPORATE IN THE LETTER THESE
 UNITS ARE TO BE ADAPTABLE AS TO A PRIVATE OFFICE FOR
 LAVATORY, GRAB BARS ETC?
 2014 FBC-ACCESS. CODE 606.2 EXCEP. 2.
  
 10) SHEET 023_A3.1 NOTE 25 INDICATES FOR THE
 INTERSTITIAL SPACE ACCESS CATWALK 4 FOOT WIDE/ ? INCH
 PLYWOOD & SUSPENDED FROM STEEL STRUCTURE (REF
 STRUCTURAL PLANS). SHEET 035_S2.0 SHOWS THE SUSPENDED
 FRAME. SEE ARCHITECTURAL SHEETS FOR DIMENSIONS AND
 ELEVATIONS. THE DIMENSIONS ARE NOT GIVEN. 107.2.1.3.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 11) SHEET 027_A3.5 INDICATES THE DETAILS FOR THE RAISED
 FLOOR AREA TO BE FOUND ON 036_S3.0 DETAILS 3 & 4.
 THE USE OF STRUCTURAL FOAM IS TO BE USED AS A FILLER.
 PLEASE PROVIDE DETAILS OF THE FOAM BEING TOTALLY
 ENCASED TO COMPLY WITH 2016 FBC-B 2603.4.1.1.
  
 12) SHEET 027_ A3.5 AND 036_S3.0 SHOW THE STAIRS TO BE
 CONCRETE WITH REBAR BUT WHERE IS THE RUN AND RISE FOUND
 FOR THE STAIR? 2014 FBC-B 1009.7 STAIR TREADS AND
 RISERS. STAIR TREADS AND RISERS SHALL COMPLY WITH
 SECTIONS 1009.7.1 THROUGH 1009.7.5.3.
  
 13) PLEASE PROVIDE WHERE EXTERIOR WALL DETAILS FOR WALL
 INSULATION AND FOR THE ROOF TOP INSULATION CAN BE FOUND
 IN COMPLIANCE WITH THE ENERGY CODE. 2014 ENERGY CODE
 C401.2.
  
 14) 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.
  
 15) 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-09-27 Cont ID  
Sent By albarran Date 2016-09-27 Time 15:34 Rev Time 0.00
Received By albarran Date 2016-09-27 Time 09:04 Sent To  
Notes
2016-09-27 09:13:12ALL PREVIOUSLY ADDRESSED COMMENTS HAS BEEN
 SATISFACTORILY CORRECTED.
 9/27/16 14:40 RECEIVED WRITTEN RESPONSE
 WAITING ON NARRATIVE FROM ENGINEER'S OFFICE.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-07-26 Cont ID  
Sent By albarran Date 2016-07-26 Time 12:02 Rev Time 0.00
Received By albarran Date 2016-07-26 Time 10:19 Sent To  
Notes
2016-07-26 12:03:37ELECTRICAL REVIEW NOTES
 REVIEWED FOR COMPLIANCE WITH:
 5TH EDITION FBC 2014 & NFPA 70 2011 (NEC)
  
 JOB NAME: PRIVATE GARAGE
 JOB ADDRESS: 1503 CLARE AVE.
 DESCRIPTION: NEW CONSTRUCTION OF PRIVATE GARAGE
 MAST. PERMIT: 16070193
 REVISION:
  
 SHEET E2.2
 1. ALL FIRE ALARM WORK TO BE DONE UNDER A SEPARATE
 PERMIT AND SUBMITTAL.
 2. THE AREAS MENTIONED BELOW DO NOT SEEM TO COMPLY WITH
 FBC-E405.2.1.2
 3. YOU ARE TO PROVIDE DAYLIGHT ZONES AS INDICATED IN
 FBC-C405.2.2.3
 4. YOU SHALL PROVIDE A LIGHTING DENSITY ALLOWANCE CHART
 TO INDICATE COMPLIANCE WITH THE FBC-E.
 5. AREA 11 DOES NOT APPEAR TO HAVE SUFFICIENT EMERGENCY
 LIGHTING OR LIGHTING CONTROL.
 6. SHOWROOMS AND AREA 11 ARE MISSING EXIT LIGHTING.
 7. STORAGE AREA 2 MISSING MANDATORY LIGHTING CONTROL
 8. DETAIL BAY IS MISSING EMERGENCY LIGHTING AND
 LIGHTING CONTROL
 SHEET E2.3
 1. PER NEC 422.52 ELECTRIC DRINKING FOUNTAINS SHALL BE
 CONNECTED TO A GFCI PROTECTED CIRCUIT.
 2. PER NEC 406.9(B) RECEPTACLES INSTALLED IN WET OR
 DAMP LOCATIONS IN ADDITION TO THE IN-USE TYPE COVERS,
 SHALL BE LISTED WEATHER-RESISTANT. THIS APPLIES TO ALL
 THE WP OUTDOOR GFI RECEPTACLES.
 SHEET E2.4
 1. RTU 4 IS BEYOND THE 25? FROM THE SERVICE OUTLET AS
 REQUIRED BY NEC 210.63. THEREFORE, AN OUTLET IS
 REQUIRED WITHIN THE 25? MANDATED BY CODE. CAUTION: RTU
 2 IS CLOSE TO BEING BEYOND AS WELL.
 SHEET E3.1
 1. PER NEC 250.94 AN INTER-SYSTEM BONDING TERMINAL
 BLOCK SHALL BE PROVIDED.
 SHEET E3.3
 1. DETAIL 3/E3.3: PER NEC 406.9(B) RECEPTACLES
 INSTALLED IN WET OR DAMP LOCATIONS IN ADDITION TO THE
 IN-USE TYPE COVERS SHALL BE LISTED WEATHER-RESISTANT.
 THIS APPLIES TO ALL THE WP OUTDOOR GFI RECEPTACLES.
 SHEET FA1
 1. ALL FIRE ALARM WORK SHALL BE CONDUCTED UNDER
 SEPARATE SUBMITTAL.
  
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, PLEASE PROVIDE A RESPONSE LETTER
 (NARRATIVE) ADDRESSING EACH ITEM AND THE PAGE NUMBER
 WHERE THE CORRECTIONS APPEAR ALONG WITH THE STANDARD
 CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PAGES INTO THE SUBMITTAL PACKAGE. MARK VOID
 AND LEAVE THE PREVIOUSLY REVIEWED SHEETS FOR
 COMPARATIVE REVIEW. CLOUDING THE CHANGES WILL BE
 GREATLY APPRECIATED.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
 THANK YOU,
 MIKE ALBARRAN
 ELECTRICAL PLANS EXAMINER
 PH: 561-805-6746
 EMAIL: [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2016-10-14 Cont ID  
Sent By Mgonzale Date 2016-10-14 Time   Rev Time 1.00
Received By mgonzale Date 2016-10-14 Time   Sent To I
Notes
2016-10-14 15:47:37PROJECT APPTOVED THRU ENGINEERING
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 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
 EMAIL: [email protected]
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-09-22 Cont ID  
Sent By pleduc Date 2016-09-22 Time   Rev Time 0.00
Received By pleduc Date 2016-09-20 Time 12:52 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-07-25 Cont ID  
Sent By pleduc Date 2016-07-26 Time   Rev Time 0.00
Received By pleduc Date 2016-07-25 Time 10:54 Sent To  
Notes
2016-07-25 17:05:20THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) INFOMATIONAL ONLY :
  
 SHEET 008 C 7 - A FDC IS LOCATED INSIDE A GATE AND A
 FIRE HYDRANT ON THE OTHER SIDE. ACCESS THROUGH AN OPEN
 GATE IS REQUIRED.
  
 IT IS STRONGLY RECCOMMENDED THAT KNOX KEY SWITCHES BE
 PROVIDED AT EACH GATE AND THAT ACTIVATION OF
 ONE(EITHER) GATE OPENS AND CLOSES BOTH.
  
  
  
 2) INFORMATIONAL ONLY :
  
 SHEET 014 ASP - # 9 NOTE INDICATES A KNOX BOX LOCATION
 AS REQUIRED BY WP FIRE DEPT.
  
 KNOX KEY SWITCHES AT BOTH GATES FOR 24 HR EMERGENCY
 ACCESS TO THE PROPERTY AND A KNOX BOX WITH DOOR KEYS
 PROVIDED BY OWNER LOCATED ON THE WALL NEXT TO THE MAN
 DOOR ON THE NORTH SIDE OF THE BUILDING.
  
  
 3) NO SHEET - I WAS UNABLE TO LOCATED A DOOR SCHEDULE
 TO VERIFY FIRE RATINGS AND EXIT HARDWARE. EXIT DOORS
 AND EXIT HARDWARE SHALL COMPLY WITH NFPA 1, CHAPTER 12
 FEATURES OF FIRE PROTECTION AND NFPA 101, CHAPTER 7,
 MEAND OF EGRESS.
  
 12.4 FIRE DOORS AND OTHER OPERATING PROTECTIVES.
 12.4.1* THE INSTALLATION AND MAINTENANCE OF ASSEMBLIES
 AND DEVICES USED TO PROTECT OPENINGS IN WALLS, FLOORS,
 AND CEILINGS AGAINST THE SPREAD OF FIRE AND SMOKE
 WITHIN, INTO, OR OUT OFBUILDINGS SHALL COMPLY WITH
 SECTION 12.4 AND NFPA 80, STANDARD FOR FIRE DOORS AND
 OTHER OPENING PROTECTIVES. [80:1.1]
  
 12.7.3 FIRE DOORS AND WINDOWS.
 12.7.3.1 OPENINGS REQUIRED TO HAVE A FIRE PROTECTION
 RATING BY TABLE 12.7.4.2 SHALL BE PROTECTED BY
 APPROVED, LISTED, LABELED FIRE DOOR ASSEMBLIES AND FIRE
 WINDOW ASSEMBLIES AND THEIR ACCOMPANYING HARDWARE,
 INCLUDING ALL FRAMES, CLOSING DEVICES, ANCHORAGE, AND
 SILLS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION
 12.4, EXCEPT AS OTHERWISE SPECIFIED IN THIS CODE.
 [101:8.3.3.1]
  
 PLEASE PROVIDE A DOOR SCHEDULE LISTING THE APPLICABLE
 FIRE RATINGS AND EXIT HARDWARE.
  
  
 4) NO SHEET - I WAS UNABLE TO LOCATE THE STAIR RAIL
 DETAIL. HANDRAILS SHALL COMPLY WITH NFPA 101, CHAPTER
 7, MEANS OF EGRESS. 7.2.2.4 GUARDS AND HANDRAILS.
 7.2.2.4.1 HANDRAILS.
 7.2.2.4.1.1 STAIRS AND RAMPS SHALL HAVE HANDRAILS ON
 BOTH SIDES, UNLESS OTHERWISE PERMITTED IN 7.2.2.4.1.5
 OR 7.2.2.4.1.6.
  
 7.2.2.4.4* HANDRAIL DETAILS.
 7.2.2.4.4.1 NEW HANDRAILS ON STAIRS SHALL BE NOT LESS
 THAN 34 IN. (865 MM), AND NOT MORE THAN 38 IN. (965
 MM), ABOVE THE SURFACE OF THE TREAD, MEASURED
 VERTICALLY TO THE TOP OF THE RAIL FROM THE LEADING EDGE
 OF THE TREAD.
  
 7.2.2.4.5 GUARD DETAILS. SEE 7.1.8 FOR GUARD
 REQUIREMENTS.
 7.2.2.4.5.1 THE HEIGHT OF GUARDS REQUIRED IN 7.1.8
 SHALL BE MEASURED VERTICALLY TO THE TOP OF THE GUARD
 FROM THE SURFACE ADJACENT THERETO.
 7.2.2.4.5.2 GUARDS SHALL BE NOT LESS THAN 42 IN. (1065
 MM) HIGH, EXCEPT AS PERMITTED BY ONE OF THE FOLLOWING:
 (1) EXISTING GUARDS WITHIN DWELLING UNITS SHALL BE
 PERMITTED TO BE NOT LESS THAN 36 IN. (915 MM) HIGH.
 (2) THE REQUIREMENT OF 7.2.2.4.5.2 SHALL NOT APPLY IN
 ASSEMBLY OCCUPANCIES WHERE OTHERWISE PROVIDED IN
 CHAPTERS 12 AND 13.
  
 PLEASE PROVIDE A SHEET DETAIL COMPLIANCE WITH THE ABOVE
  
  
 5) NO SHEET - I WAS UNABLE TO LOCATE THE WIDTH
 DIMENSION OF THE PROPOSED INTERIOR STAIR.
  
 7.2.2.2.1 STANDARD STAIRS.
 7.2.2.2.1.1 STAIRS SHALL MEET THE FOLLOWING CRITERIA:
 (1) NEW STAIRS SHALL BE IN ACCORDANCE WITH TABLE
 7.2.2.2.1.1(A) AND 7.2.2.2.1.2.
  
 7.2.2.2.1.2 MINIMUM NEW STAIR WIDTH.
 (A) WHERE THE TOTAL OCCUPANT LOAD OF ALL STORIES SERVED
 BY THE STAIR IS FEWER THAN 50, THE MINIMUM WIDTH CLEAR
 OF ALL OBSTRUCTIONS, EXCEPT PROJECTIONS NOT MORE THAN
 4? IN. (114 MM) AT OR BELOW HANDRAIL HEIGHT ON EACH
 SIDE, SHALL BE 36 IN. (915 MM).
  
 PLEASE PROVIDE A SHEET DETAIL COMPLIANCE WITH THE ABOVE
  
  
  
 6) SHEET 022 A 2.2 - BASED ON THE INDICATED ROOF TRUSS
 DESIGN A LIGHWEIGHT ROOF TRUSS SIGN IS REQUIRED. PER
 FLORIDA 69A-60.0081; NOTICE SIGNAGE IS REQUIRED FOR
 STRUCTURES WITH LIGHT-FRAME TRUSS-TYPE CONSTRUCTION.
 ANY COMMERCIAL, INDUSTRIAL, OR ANY MULTIUNIT
 RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE WHICH USES
 HORIZONTAL OR VERTICAL LIGHT-FRAME TRUSS-TYPE
 CONSTRUCTION IN ANY PORTION SHALL BE MARKED WITH A
 MALTESE CROSS SIGN MEASURING 8 INCHES HORIZONTALLY AND
 8 INCHES VERTICALLY, OF A BRIGHT RED REFLECTIVE COLOR.
 THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO
 THE LEFT OF THE MAIN ENTRY DOOR.
 1. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
 MARKED WITH THE LETTER "R".
 2. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
 SHALL BE MARKED WITH THE LETTER "F".
 3. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
 SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".
  
  
 PLEASE PROVIDE A NOTE INDICATING COMPLIANCE ON SHEET
 035 A 2.0.
  
  
 7) SHEET 050 E 2.1 - CLARIFICATION IS NEEDED REGARDING
 NOTE # 2 AND NOTE # 4 - A NG GENERATOR AT THE NORTH
 EAST CORNER AND A FUEL TANK PUMP IS INDICATED ON THE
 SOUTH EAST CORNER.
  
 A. PLEASE PROVIDE A CONFIRMATION/VERIFICATION NOTE
 INDICATING IF THIS GENERATOR WILL BE PROVIDING
 EMERGENCY POWER FOR THE LIFE SAFETY SYSTEMS.
  
 THE GENERATOR SHALL COMPLY WITH NFPA 110, STANDARD FOR
 EMERGENCY AND STANDBY POWER SYSTEMS, 2013 EDITION.
  
 PROVIDE A NOTE INDICATING UNDER SEPARATE PERMIT.
  
 B. WHAT TYPE OF FUEL TANK IS PROPOSED?
  
 MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES
 SHALL COMPLY WITH NFPA 30 A, 2012 EDITION
  
 PROVIDE A NOTE INDICATING UNDER SEPARATE PERMIT.
  
  
  
 8) SHEET 051 E 2.2 - IT IS UNCLEAR IF THE EXIT LIGHT
 OVER THE NORTH MAN DOOR CAN/WILL BE SEEN FROM THE
 WAREHOUSE AREA.
  
 PLEASE REVIEW AND VERIFY. IT IT CAN'T BE SEEN AND
 ADDITIONAL EXIT SIGN WILL BE NEEDED TO LEAD/DIRECT TO
 THAT AREA.
  
  
  
 9) SHEET 051 E 2.2 - NO EXIT SIGN IS INDICATED OVER THE
 SOUTH GARAGE DOOR THAT IS PROPOSED TO BE THE 2ND EXIT.
  
 PLEASE PROVIDE AN EXIT SIGN AT THIS LOCATION.
  
  
 10) SHEET 015 A 1.1 - THE SOUTH GARAGE DOOR IS
 INDICATED AS BEING USED AS A REQUIRED EXIT DOOR.
 ADDITIONAL CLARIFICATION IS NEEDED.
  
 HOW IS IT PROPOSED THAT THIS DOOR GARAGE DOOR CAN BE
 OPENED IN THE EVENT OF AN EMERGENCY FOR EXITING
 PURPOSES. PROVIDE DETAILS.
  
 PER NFPA 101, CHAPTER 42 STORAGE OCCUPANCIES ,
 42.2.2.2.5 WHERE HORIZONTAL OR VERTICAL SECURITY
 GRILLES OR DOORS ARE USED AS A PART OF THE REQUIRED
 MEANS OF EGRESS FROM A TENANT SPACE, SUCH GRILLES OR
 DOORS SHALL COMPLY WITH 7.2.1.4.1.
  
 7.2.1.4 SWING AND FORCE TO OPEN.
 7.2.1.4.1* SWINGING-TYPE DOOR ASSEMBLY REQUIREMENT. ANY
 DOOR ASSEMBLY IN A MEANS OF EGRESS SHALL BE OF THE
 SIDE-HINGED OR PIVOTED- SWINGING TYPE, AND SHALL BE
 INSTALLED TO BE CAPABLE OF SWINGING FROM ANY POSITION
 TO THE FULL REQUIRED WIDTH OF THE OPENING IN WHICH IT
 IS INSTALLED, UNLESS OTHERWISE SPECIFIED AS FOLLOWS:
 (1) DOOR ASSEMBLIES IN DWELLING UNITS, AS PROVIDED IN
 CHAPTER 24, SHALL BE PERMITTED.
 (2) DOOR ASSEMBLIES IN RESIDENTIAL BOARD AND CARE
 OCCUPANCIES, AS PROVIDED IN CHAPTERS 32 AND 33, SHALL
 BE PERMITTED.
 (3) WHERE PERMITTED IN CHAPTERS 11 THROUGH 43,
 HORIZONTAL-SLIDING OR VERTICAL-ROLLING SECURITY GRILLES
 OR DOOR ASSEMBLIES THAT ARE PART OF THE REQUIRED MEANS
 OF EGRESS SHALL BE PERMITTED, PROVIDED THAT ALL OF THE
 FOLLOWING CRITERIA ARE MET:
 (A) SUCH GRILLES OR DOOR ASSEMBLIES SHALL REMAIN
 SECURED IN THE FULLY OPEN POSITION DURING THE PERIOD OF
 OCCUPANCY BY THE GENERAL PUBLIC.
 (B) ON OR ADJACENT TO THE GRILLE OR DOOR OPENING, THERE
 SHALL BE A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT
 LESS THAN 1 IN. (25 MM) HIGH ON A CONTRASTING
 BACKGROUND THAT READS AS FOLLOWS: THIS DOOR TO REMAIN
 OPEN WHEN THE
 BUILDING IS OCCUPIED.
 (C) DOOR LEAVES OR GRILLES SHALL NOT BE BROUGHT TO THE
 CLOSED POSITION WHEN THE SPACE IS OCCUPIED.
 (D) DOOR LEAVES OR GRILLES SHALL BE OPERABLE FROM
 WITHIN THE SPACE WITHOUT THE USE OF ANY SPECIAL
 KNOWLEDGE OR EFFORT.
 (E) WHERE TWO OR MORE MEANS OF EGRESS ARE REQUIRED, NOT
 MORE THAN HALF OF THE MEANS OF EGRESS SHALL BE EQUIPPED
 WITH HORIZONTAL-SLIDING OR VERTICAL-ROLLING GRILLES OR
 DOOR ASSEMBLIES.
 (4) HORIZONTAL-SLIDING DOOR ASSEMBLIES SHALL BE
 PERMITTED UNDER ANY OF THE FOLLOWING CONDITIONS:
 (A) HORIZONTAL-SLIDING DOOR ASSEMBLIES IN DETENTION AND
 CORRECTIONAL OCCUPANCIES, AS PROVIDED IN CHAPTERS 22
 AND 23, SHALL BE PERMITTED.
 (B) HORIZONTAL-SLIDING DOOR ASSEMBLIES COMPLYING WITH
 7.2.1.14 SHALL BE PERMITTED.
 (C) UNLESS PROHIBITED BY CHAPTERS 11 THROUGH 43,
 HORIZONTALSLIDING DOOR ASSEMBLIES SERVING A ROOM OR
 AREA WITH AN OCCUPANT LOAD OF FEWER THAN 10 SHALL BE
 PERMITTED, PROVIDED THAT ALL OF THE FOLLOWING CRITERIA
 ARE MET:
 I. THE AREA SERVED BY THE DOOR ASSEMBLY HAS NO HIGH
 HAZARD CONTENTS.
 II. THE DOOR ASSEMBLY IS READILY OPERABLE FROM EITHER
 SIDE WITHOUT SPECIAL KNOWLEDGE OR EFFORT.
 III. THE FORCE REQUIRED TO OPERATE THE DOOR ASSEMBLY IN
 THE DIRECTION OF DOOR LEAF TRAVEL IS NOT MORE THAN 30
 LBF (133 N) TO SET THE DOOR LEAF IN MOTION AND IS NOT
 MORE THAN 15 LBF (67 N) TO CLOSE THE DOOR ASSEMBLY OR
 OPEN IT TO THE MINIMUM REQUIRED WIDTH.
 IV. THE DOOR ASSEMBLY COMPLIES WITH ANY REQUIRED FIRE
 PROTECTION RATING, AND, WHERE RATED, IS SELF-CLOSING OR
 AUTOMATIC-CLOSING BY MEANS OF SMOKE DETECTION IN
 ACCORDANCE WITH 7.2.1.8 AND IS INSTALLED IN ACCORDANCE
 WITH NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING
 PROTECTIVES.
 V. CORRIDOR DOOR ASSEMBLIES REQUIRED TO BE
 SELF-LATCHING HAVE A LATCH OR OTHER MECHANISM THAT
 ENSURES THAT THE DOOR LEAF WILL NOT REBOUND INTO A
 PARTIALLY OPEN POSITION IF FORCEFULLY CLOSED.
 (D) WHERE PRIVATE GARAGES, BUSINESS AREAS, INDUSTRIAL
 AREAS, AND STORAGE AREAS WITH AN OCCUPANT LOAD NOT
 EXCEEDING 10 CONTAIN ONLY LOW OR ORDINARY HAZARD
 CONTENTS, DOOR OPENINGS TO SUCH AREAS AND PRIVATE
 GARAGES SHALL BE PERMITTED TO BE HORIZONTAL-SLIDING
 DOOR ASSEMBLIES.
 (5) WHERE PRIVATE GARAGES, BUSINESS AREAS, INDUSTRIAL
 AREAS, AND STORAGE AREAS WITH AN OCCUPANT LOAD NOT
 EXCEEDING 10 CONTAIN ONLY LOW OR ORDINARY HAZARD
 CONTENTS, DOOR OPENINGS TO SUCH AREAS AND PRIVATE
 GARAGES SHALL BE PERMITTED TO BE VERTICAL-ROLLING DOOR
 ASSEMBLIES.
 (6) REVOLVING DOOR ASSEMBLIES COMPLYING WITH 7.2.1.10
 SHALL BE PERMITTED.
 (7) EXISTING FUSIBLE LINK?OPERATED HORIZONTAL-SLIDING
 OR VERTICALROLLING FIRE DOOR ASSEMBLIES SHALL BE
 PERMITTED TO BE USED AS PROVIDED IN CHAPTERS 39, 40,
 AND 42.
  
 PLEASE PROVIDE A NOTE OF NARRATIVE INDICATING
 COMPLAINCE, WITH DETAIL, WITH ANY OF THE ABOVE.
  
  
 11) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
  
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2016-10-04 Cont ID  
Sent By gjohnson Date 2016-10-04 Time 15:54 Rev Time 0.00
Received By gjohnson Date 2016-10-04 Time 15:54 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2016-08-18 Cont ID  
Sent By gjohnson Date 2016-08-18 Time 11:23 Rev Time 0.00
Received By gjohnson Date 2016-08-18 Time 11:23 Sent To  
Notes
2016-08-18 11:32:581ST REVIEW
  
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
  
 GAS COMMENTS:
  
 .
 1.SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS ALL
 CUT SECTIONS OF PIPE AND CORRESPONDING LENGTHS PER
 FBC-2014 FUEL GAS, SECS. 402.4.1, 402.4.2.
  
 2.SUBMIT MANUFACTURER?S SPECIFICATION SHEETS FOR ALL
 GAS EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA
 54, NFPA 58, AND FBC-2014 FUEL GAS SEC. 402.2
  
 3. SUBMIT MANUFACTURER'S INSTILLATION INSTRUCTIONS FOR
 THE CSST INSTALLED OUTDOORS. PER WPB AMEND TO FBC
 107.2.1
  
 4. CSST SHALL COMPLY WITH ANSI LC 1/CSA 6.26. NOT ASTM
 A240 AS INDICATED ON THE PLAN PLEASE CLARIFY. PER WPB
 AMEND TO FBC 107.2.1
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-10-21 Cont ID  
Sent By jwitmer Date 2016-10-21 Time 13:13 Rev Time 0.00
Received By jwitmer Date 2016-09-15 Time 09:50 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-09-15 Cont ID  
Sent By cpuell Date 2016-09-15 Time 08:22 Rev Time 0.00
Received By cpuell Date 2016-07-11 Time 16:11 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2016-10-11 Cont ID  
Sent By jwitmer Date 2016-10-11 Time 09:12 Rev Time 0.00
Received By jwitmer Date 2016-09-27 Time 13:20 Sent To  
Notes
2016-10-11 09:12:34PALM BEACH COUNTY IMPACT FEE OFFICE
 TRACKING NUMBER MU-2016-023806-0000
 RECEIPT NUMBER 2016-0927-231
 FEES TOTAL; $9,185.68
 J. WITMER
2016-09-28 13:21:13IMPACT FEES PUT ON JWITMNER'S DESK
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-08-03 Cont ID  
Sent By jwitmer Date 2016-08-03 Time 14:26 Rev Time 0.00
Received By jwitmer Date 2016-08-03 Time 10:01 Sent To  
Notes
2016-08-03 14:26:11BEFORE 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 3 Status P Date 2016-10-20 Cont ID  
Sent By ccole Date 2016-10-20 Time 10:46 Rev Time 0.00
Received By ccole Date 2016-10-19 Time 17:06 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-10-04 Cont ID  
Sent By ccole Date 2016-09-27 Time 06:52 Rev Time 0.00
Received By ccole Date 2016-09-27 Time 15:19 Sent To  
Notes
2016-09-27 15:58:062ND REVIEW FBC-2014 MECHANICAL
 PERMIT #16070193
 9/27/16
  
 1) THE REQUIRED AC AND ENERGY CALCULATIONS REQUESTED IN
 THE 1ST REVIEW WERE NOT SUBMITTED- PLEASE COMPLY.
  
 2) COMMENT #3 FROM THE 1ST REVIEW STILL PARTIALLY
 EXISTS- EXHAUST VENTILATION CALCULATIONS FOR EF-2 NOT
 PROVIDED.
  
 3) SHEET M2.1: COMMENT #4 FROM THE 1ST REVIEW STILL
 PARTIALLY EXISTS- RECIRCULATION OF AIR FROM THE DETAIL
 BAY TO ADJOINING AREAS IS PROHIBITED.
  
 4) M2.1: COMMENT #5 FROM THE 1ST REVIEW STILL EXISTS-
 LOCATIONS OF HAZARDOUS GAS SENSORS NOT SHOWN AND
 APPROVED PRODUCTS NOT SUBMITTED. A) ADDITIONAL
 INFORMATION IS REQUIRED TO DETERMINE IF THE EXHAUST
 VENTILATION SYSTEM IS ADEQUATELY SIZED AND WILL
 FUNCTION ACCORDING TO CODE. HYDROGEN IS INCLUDED IN THE
 TOXIC GAS LIST ON THE NEW M4.1 SHEET. PLEASE REFER TO
  
 SECTION 502.4 AND CLARIFY IF HYDOGEN BATTERIES WILL BE
 STORED IN THE DETAIL BAY OR STORAGE ROOM. PLEASE NOTE
 CONTINOUS EXHAUST VENTILATION MAY BE REQUIRED.
  
 5) M2.1: COMMENT #7 FROM THE 1ST REVIEW STILL EXISTS.
 NO CORECTIONS HAVE BEEN MADE TO THE PLANS TO SHOW
 REQUIRED EXHAUST VENTILATION FOR THE VEHICLE STORAGE
 AREA.
  
 6) M2.1: PLEASE SHOW THE LOCATION OF KEYED NOTE #3 ON
 THE PLANS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-08-02 Cont ID  
Sent By ccole Date 2016-08-02 Time 12:39 Rev Time 0.00
Received By ccole Date 2016-08-02 Time 07:27 Sent To  
Notes
2016-08-02 12:39:501ST REVIEW FBC-2014 MECHANICAL, ENERGY CONSERVATION
 CODES
 PERMIT #16070193
 8/2/16
  
 1) PROVIDE AC COOLING AND HEATING CALCULATIONS FOR
 RTU'S 1, 2, 3, & 4- SECTION 403.2.1 FBC-14 ENERGY
 CONSERVATION.
  
 2) PROVIDE ENERGY CALCULATIONS- SECTIONS C101.2 &
 C401.2 FBC-14 ENERGY CONSERVATION.
  
 3) SHEET M1.1: OUTDOOR AIR AND EXHAUST VENTILATION
 CALCULATIONS ARE REQUIRED PER TABLE 403.3 HOWEVER THE
 ENGINEER IS INDICATING A DESIGN BASED ON THE
 VENTILATION RATE PROCEDURE PER FBC-14 AND ASHRAE 62.1.
 SEE SECTIONS 6.2.1- 6.2.7 ASHRAE 62.1 AND PROVIDE
 CALCULATIONS AND EQUATION 6-1 ON THE PLANS. PLEASE NOTE
 PER SECTION 6.1, EXHAUST VENTILATION MUST STILL BE
 PROVIDED WHERE REQUIRED.
  
 4) M2.1 DETAIL BAY: PROVIDE AN EXHAUST VENTILATION
 CALCULATION PER TABLE 6-4 ASHRAE 62.1 AND TABLE 403.3
 FBC-14 MECHANICAL. PLEASE NOTE PER TABLE 403.3 FOOTNOTE
 B, RECIRCULATION OF AIR FROM THE DETAIL BAY TO THE
 STORAGE AND TOILET ROOMS IS PROHIBITED- PLEASE CORRECT
 THE PLAN.
  
 5) M1.2, M2.1, & M4.1: THE EXHAUST FAN SCHEDULE
 SPECIFIES EF-3 TO BE INTERLOCKED WITH HAZARDOUS GASES
 SENSORS. SHOW THE LOCATIONS OF THE SENSORS AND PROVIDE
 A SUBMITTAL WITH APPROVAL SIGNATURE BY THE EOR.
 A) M4.1: INDICATE WHICH RTU'S AND WHICH EXHAUST FANS
 WILL BE LINKED TO THE SENSORS.
  
 6) M2.1: PROVIDE AN EXHAUST SYSTEM AND CALCULATION FOR
 THE JANITOR'S CLOSET- TABLE 6-4 ASHRAE 62.1.
  
 7) M2.1: ALTHOUGH THE VEHICLE SHOWROOM AREA HAS BEEN
 CLASSIFIED AS S-1 STORAGE UNDER A PROPOSED ALTERNATIVE
 DESIGN METHOD, THE MECHANICAL PLANS ARE NOT SHOWING A
 MEANS OF EXHAUST VENTILATION WHICH IS TYPICALLY
 REQUIRED FOR PRIVATE OR PUBLIC VEHICLE STORAGE. PLEASE
 PROVIDE A SYSTEM DESIGNED IN ACCORDANCE WITH THE RATES
 AND PROCEDURES REQUIRED UNDER SECTION 404.1 ENCLOSED
 PARKING GARAGES.
  
 8) PROVIDE A MECHANICAL ROOF PLAN SHOWING THE LOCATIONS
 OF ALL ROOFTOP EQUIPMENT AND REQUIRED CLEARANCE
 DISTANCES FROM EXHAUST OUTLETS TO AIR INTAKES- SECTION
 501.3.1
  
 9) PROVIDE WIND LOAD ENGINEERING FOR ATTACHMENT OF ALL
 ROOFTOP MECHANICAL EQUIPMENT INCLUDING THE RTU'S,
 EXHAUST FANS, AND THEIR RESPECTIVE CURBS- SECTION
 301.15.
  
 10) PROVIDE SHUTOFF DAMPER CONTROLS FOR THE OUTDOOR AIR
 INTAKES AS REQUIRED BY SECTION C403.2.4.4 FBC-14 ENERGY
 CONSERVATION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status P Date 2019-04-25 Cont ID  
Sent By shill Date 2016-10-29 Time 14:44 Rev Time 0.00
Received By shill Date 2016-10-29 Time 14:43 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2016-10-19 Cont ID  
Sent By gjohnson Date 2016-10-19 Time 14:47 Rev Time 0.00
Received By gjohnson Date 2016-10-19 Time 14:47 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-10-04 Cont ID  
Sent By gjohnson Date 2016-10-04 Time 15:55 Rev Time 0.00
Received By gjohnson Date 2016-10-04 Time 15:55 Sent To  
Notes
2016-10-04 15:56:472ND REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 2ND REQUEST
  
 5. PROVIDE DETAILS SHOWING THE DIMENSIONS FOR
 ACCESSIBILITY AND CLEAR FLOOR SPACE FOR ALL FIXTURES IN
 THE BATHROOM IN SERVICE AREA. PER WPB AMEND TO FBC
 107.2.1
 SHOW MAXIMUM MINIMUM HEIGHTS FOR GRAB BARS, LAVATORY'S,
 TOILETS, TOILET PAPER DISPENSER MIRROR AND WATER
 FOUNTAIN ALSO KNEE AND TOE CLEARANCE. PER FBC ACC
 CHAPTER 6
  
 6. PROVIDE LETTER ADDRESSING REQUEST FOR EXCEPTIONS
 MUST BE APPROVED BY BUILDING OFFICIAL BEFORE PERMIT
 WILL BE ISSUED.
  
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-08-18 Cont ID  
Sent By gjohnson Date 2016-08-18 Time 10:30 Rev Time 0.00
Received By gjohnson Date 2016-08-18 Time 09:23 Sent To  
Notes
2016-08-18 11:07:481ST REVIEW
  
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
  
 PLUMBING COMMENTS:
  
 1. PROVIDE CALCULATIONS FOR THE FLOOR SCUPPERS AND DOWN
 SPOUTS INCLUDING HALF OF THE SQ-FT OF THE PARAPET
 WALLS. PER FBC PL 1106.4 VERTICAL WALLS.
 IN SIZING ROOF DRAINS AND STORM DRAINAGE PIPING,
 ONE-HALF OF THE AREA OF ANY VERTICAL WALL THAT DIVERTS
 RAINWATER TO THE ROOF SHALL BE ADDED TO THE PROJECTED
 ROOF AREA FOR INCLUSION IN CALCULATING THE REQUIRED
 SIZE OF VERTICAL CONDUCTORS, LEADERS AND HORIZONTAL
 STORM DRAINAGE PIPING.
  
 2. THE EMERGENCY SCUPPERS SHALL BE SIZED THE SAME AS
 THE PRIMARY DRAINS. PER FBC PL1108.3 SIZING OF
 SECONDARY DRAINS.
 SECONDARY (EMERGENCY) ROOF DRAIN SYSTEMS SHALL BE SIZED
 IN ACCORDANCE WITH SECTION 1106 BASED ON THE RAINFALL
 RATE FOR WHICH THE PRIMARY SYSTEM IS SIZED IN TABLES
 1106.2(1), 1106.2(2), 1106.3 AND 1106.6. SCUPPERS SHALL
 BE SIZED TO PREVENT THE DEPTH OF PONDING WATER FROM
 EXCEEDING THAT FOR WHICH THE ROOF WAS DESIGNED AS
 DETERMINED BY SECTION 1101.7. SCUPPERS SHALL HAVE AN
 OPENING DIMENSION OF NOT LESS THAN 4 INCHES (102 MM).
 THE FLOW THROUGH THE PRIMARY SYSTEM SHALL NOT BE
 CONSIDERED WHEN SIZING THE SECONDARY ROOF DRAIN SYSTEM.
  
 3. SHOW LOCATION OF THE TERMINATION FOR CONDENSATE
 DRAIN. PER WPB AMEND TO FBC 107.2.1
  
 4. SHT. A5.1 UNDER PLUMBING IT APPEARS THAT THE
 DESCRIPTION FOR THE UNDERMOUNT BAR SINK AND THE TOILET
 ARE REVERSED PLEASE CLARIFY. PER WPB AMEND TO FBC
 107.2.1
  
 5. PROVIDE DETAILS SHOWING THE DIMENSIONS FOR
 ACCESSIBILITY AND CLEAR FLOOR SPACE FOR ALL FIXTURES IN
 THE BATHROOM IN SERVICE AREA. PER WPB AMEND TO FBC
 107.2.1
  
 6. PROVIDE LETTER ADDRESSING REQUEST FOR EXCEPTTIONS
 MUST BE APPROVED BY BUILDING OFFICIAL BEFORE PERMIT
 WILL BE ISSUED.
  
 1) SHEET 015A1.1 BUILDING CODE ANALYSIS INDICATES THIS
 TO BE A S1 (PRIVATE WAREHOUSE). THE PLANS INDICATE THE
 SQUARE FOOTAGE OF THE BUILDING (VB) TO BE 11,296/500 =
 23 OCCUPANTS. THERE IS ALSO A NOTE ON THE RIGHT SIDE OF
 THE PLAN OPPOSITE END OF THE BUILDING WHERE THE MAN
 DOOR (EGRESS DOOR) IS LOCATED.
 THIS NOTE INDICATES THE 2ND MEANS OF EGRESS IS THE
 OVERHEAD DOOR AS AGREED ON 05/03/16 PRELIMINARY REVIEW
 MEETING WITH CITY BUILDING OFFICIALS.
 THERE WAS DISCUSSION AS TO HANDLE A SECOND MEANS OF
 EGRESS. ONE METHOD WAS LIMITING THE OCCUPANT LOAD TO 10
 OR LESS OCCUPANTS. THE 2014 FBC-B SECTION 1008.1.2
 EXCEPTION # 1 ALLOWS IN PRIVATE GARAGES, OFFICE AREAS,
 FACTORY AND STORAGE AREAS WITH AN OCCUPANT LOAD OF 10
 OR LESS THE EGRESS DOORS DO NOT NEED TO BE PIVOTED OR
 SIDE-HINGED SWINGING TYPE.
 IF THE OWNER DOES NOT WANT TO REDUCE THE OCCUPANT LOAD
 TO COMPLY WITH SECTION 1008.1.2 OF THE 2014 FBC-B THEN
 THE DESIGNER OF RECORD WOULD NEED TO SUBMIT A LETTER TO
 THE BUILDING OFFICIAL ROBERT BROWN TO REVIEW THE PLANS
 UNDER SECTION 104.11 ALTERNATIVE MATERIALS, DESIGN AND
 METHODS OF CONSTRUCTION AND EQUIPMENT, 2014 FLORIDA
 BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION.
  
 2)IN THE MEETING THERE ARE SEVERAL CODE ARTICLE THAT WE
 HAD AGREED ON THAT COULD BE COVERED UNDER THIS SAME
 LETTER, HANDICAPPED RESTROOMS, HAND RAILS, VERTICAL
 ACCESSIBILITY RAMPS / LIFTS, AND ACCESSIBLE AREA OF THE
 BAR.
 THE DESIGNER OF RECORD WILL ALSO NEED TO INCLUDE
 REQUIREMENTS THAT WOULD BE REQUIRED BY OTHER TRADES AS
 WELL. UNLESS WE RECEIVE THIS REQUEST WE ARE OBLIGED TO
 REVIEW THE PLANS TO THE 2014 FBC FAMILY OF CODES.
  
 3) SHEET 030_A4.3 SHOWS THE RESTROOMS WITH VANITY
 MILLWORK. AGAIN PLEASE INCORPORATE IN THE LETTER THESE
 UNITS ARE TO BE ADAPTABLE AS TO A PRIVATE OFFICE FOR
 LAVATORY, GRAB BARS ETC?
 2014 FBC-ACCESS. CODE 606.2 EXCEP. 2.
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2016-10-21 Cont ID  
Sent By jwitmer Date 2016-10-21 Time 13:13 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2016-10-24 08:03:04SIGNATURES CHECKED AND VERIFIED ON ALL MECH SHEETS AND
 DOCS/CC
2016-10-20 11:56:54HARD COPY OF ELEVATION CERTIFICATE IN LIBRARY. CP
Review Stop Z ZONING
Rev No 3 Status P Date 2016-10-20 Cont ID  
Sent By eschneid Date 2016-10-20 Time 16:53 Rev Time 0.50
Received By eschneid Date 2016-10-20 Time 16:53 Sent To  
Notes
2016-10-20 16:54:47PASSED W/PROVISOS
  
 1) THESE ARE NOT THE CIVIL PLANS APPROVED AS PART OF
 ISPR 16-04. THE CORRECT PLANS SHALL BE SUBMITTED PRIOR
 TO THE FIRST INSPECTION AS PART OF A PLAN REVISION. THE
 CHANGES SHOWN ON THE LATEST ARCHITECTURAL PLAN SHEET
 ASP SHALL BE REFLECTED ON THE REVISED DRAWINGS.
  
 2) THE RELOCATED FDC AND DDCV AFFECT THE SITE
 LANDSCAPE. PRIOR TO THE ISSUANCE OF A CO OF THE
 BUILDING, AS BUILT SITE, CIVIL AND LANDSCAPE PLANS
 SHALL BE SUBMITTED TO THE PLANNING DIVISION AS PART OF
 A MINOR SITE PLAN AMENDMENT.
  
 3) THE FOLLOWING ADDITIONAL SEPARATE PERMITS, WITH
 PLANS, ARE REQUIRED:
  
 A. CONSTRUCTION FENCE - PLEASE NOTE SCREENING IS
 REQUIRED.
 B. PARKING LOT STRIPING
 C. IRRIGATION
 D. BICYCLE RACK
 E. PERMANENT FENCE AND GATES
 F. LANDSCAPE. THE TRANSFORMER SHALL BE SHOWN ON THE
 LANDSCAPE PLANS.
 G. SITE LIGHTING. PHOTOMETRICS SHALL BE INCLUDED.
  
 4) PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, ALL
 GROUND MOUNTED UTILITY EQUIPMENT SHALL BE SCREENED FROM
 PUBLIC VIEW. THE PLANS SHALL SHOW HOW THIS OCCURS.
  
 PLEASE CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
Review Stop Z ZONING
Rev No 2 Status F Date 2016-10-13 Cont ID  
Sent By eschneid Date 2016-10-13 Time 14:59 Rev Time 3.00
Received By eschneid Date 2016-10-13 Time 11:57 Sent To  
Notes
2016-10-13 15:00:14FAILED
  
 PROVIDE WRITTEN RESPONSE.
  
 1) THESE ARE NOT THE SITE, LANDSCAPE OR CIVIL PLANS
 APPROVED AS PART OF ISPR 16-04. THE CORRECT PLANS SHALL
 BE SUBMITTED.
  
 2) THE BICYCLE PAD AND RACK SHALL BE ROTATED 90 DEGREES
 FROM HOW THEY ARE SHOWN ON THE ARCHITECTURAL SITE PLAN
 SO THAT THE BICYCLE RACK AND THE SIX (6) FOOT LONG SIDE
 OF THE PAD ARE PERPENDICULAR TO THE WALKWAY. ALL PLANS
 SHALL REFLECT THIS CONDITION.
  
 3) REMOVE THE LANDSCAPE PLANS FROM THIS PERMIT
 SUBMITTAL.
  
 4) THE FOLLOWING ADDITIONAL SEPARATE PERMITS, WITH
 PLANS, ARE REQUIRED:
  
 A. CONSTRUCTION FENCE - PLEASE NOTE SCREENING IS
 REQUIRED.
 B. PARKING LOT STRIPING
 C. IRRIGATION
 D. BICYCLE RACK
 E. PERMANENT FENCE AND GATES
 F. LANDSCAPE. THE TRANSFORMER SHALL BE SHOWN ON THE
 LANDSCAPE PLANS.
 G. SITE LIGHTING. PHOTOMETRICS SHALL BE INCLUDED.
  
 5) PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, ALL
 GROUND MOUNTED UTILITY EQUIPMENT SHALL BE SCREENED FROM
 PUBLIC VIEW. THE PLANS SHALL SHOW HOW THIS OCCURS.
  
 PLEASE CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-08-04 Cont ID  
Sent By eschneid Date 2016-08-04 Time 08:55 Rev Time 0.25
Received By eschneid Date 2016-08-04 Time 08:55 Sent To  
Notes
2016-08-04 09:21:00FAILED
  
 THE BUILDING HAS NOT RECIEVED INFORMAL SITE PLAN
 APPROVAL. ZONING WILL NOT REVIEW THE BUILDING PERMIT
 UNTIL THEINFORMAL SITE PLAN IS APPROVED.
  
 THIS DOES NOT COUNT AS A ZONING REVIEW.


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