Plan Review Details - Permit 16040632
Plan Review Stops For Permit 16040632
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-09-13 Cont ID  
Sent By jwitmer Date 2016-09-13 Time 14:29 Rev Time 0.00
Received By jwitmer Date 2016-09-13 Time 11:54 Sent To  
Notes
2016-09-13 13:55:48BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040632
 ADD: 3001 OKEECHOBEE BLVD.
 CONT: HEDRICK BROTHERS
 TEL: 561-689-8880
 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.
  
 3RD REVIEW
 DATE: WED. SEPT. TUES. 13/ 2016
 ACTION: BUILDING PROVISOS;
  
 1) BUILDING PROVISO: 106.1 LIVE LOADS POSTED. WHERE THE
 LIVE LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A
 COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN
 DESIGNED TO EXCEED 50 PSF, SUCH DESIGN LIVE LOADS SHALL
 BE CONSPICUOUSLY POSTED BY THE OWNER IN THAT PART OF
 EACH STORY IN WHICH THEY APPLY, USING DURABLE SIGNS. IT
 SHALL BE UNLAWFUL TO REMOVE OR DEFACE SUCH NOTICES.
  
 BUILDING PROVISO: 106.2 ISSUANCE OF CERTIFICATE OF
 OCCUPANCY. A CERTIFICATE OF OCCUPANCY REQUIRED BY
 SECTION 111 SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD
 SIGNS, REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED.
  
 BUILDING PROVISO: 106.3 RESTRICTIONS ON LOADING. IT
 SHALL BE UNLAWFUL TO PLACE, OR CAUSE OR PERMIT TO BE
 PLACED, ON ANY FLOOR OR ROOF OF A BUILDING, STRUCTURE
 OR PORTION THEREOF, A LOAD GREATER THAN IS PERMITTED BY
 THIS CODE.
  
 2A) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 2B) DEFERRED SUBMITTALS 107.3.4.2. 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, ROOF TOP HATCHES.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) 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 2 Status F Date 2016-07-27 Cont ID  
Sent By jwitmer Date 2016-07-27 Time 15:19 Rev Time 0.00
Received By jwitmer Date 2016-07-27 Time 09:47 Sent To  
Notes
2016-07-27 15:18:55BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040632
 ADD: 3001 OKEECHOBEE BLVD.
 CONT: HEDRICK BROTHERS
 TEL: 561-689-8880
 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.
  
 2ND REVIEW
 DATE: WED. JULY 27/ 2016
 ACTION: DENIED
  
 1) 2ND REQUEST FOR WHAT AREA OF WORK IS TO BE COVERED
 UNDER THIS PERMIT. THE PLANS DO INDICATE A 3 HOUR FIRE
 WALL ON THE PLANS IN ONE AREA AND ONLY A 2 HOUR FIRE
 WALL IN ANOTHER AREA. THE SHEET ALS1.1 DO NOT INDICATE
 WHAT OCCUPANCIES ARE BEING SEPARATED BY THESE FIRE
 WALLS. PLEASE NOTE THAT IN THE 2014 FBC ?B TABLE 706.4
 DOES HAVE THE FOOT NOTE (A) THAT ALLOWS FOR THE
 REDUCTION OF 2 HOURS FOR THE OCCUPANCIES COVERED UNDER
 THE FOOTNOTE (A) BUT IF THE AREA ON THE OTHER SIDE OF
 THE FIREWALL IS A S1 OCCUPANCY MOTOR VEHICLE REPAIR
 GARAGE, THEN THERE IS NO REDUCTION IN THE RATING OF THE
 FIRE WALL, PLEASE REVIEW THE 2012 IBC-B TABLE 704.5 AND
 CODE COMMENTARY. PLEASE PROVIDE A NARRATIVE AS TO THE
 AREAS TO BE INCLUDED UNDER THE TYPE VB SPRINKLERED
 CONSTRUCTION.
  
 PLEASE ALSO NOTE IN THE AREA INCREASES TABULATION THE
 PLANS INDICATE THIS IS A 2 STORY BUILDING AND TAKING
 300 % ON AREA INCREASES. THE 300% AREA INCREASES CAN
 ONLY BE TAKEN ON SINGLE STORY BUILDINGS, FOR
 MULTI-STORY BUILDINGS ONLY 200 % INCREASE CAN BE TAKEN
 FOR AUTOMATIC FIRE SPRINKLERS. PLEASE REVIEW THE 2012
 IBC-B CODE COMMENTARY FOR SECTION 506.3. PLEASE ALSO
 REVIEW THE EQUATION 5-1 AND( AT) IN THE FIRST HALF OF
 THE EQUATION.
  
 1ST ROUND OF COMMENTS. THE PERMIT APPLICATION ADDRESS
 AND PCN NUMBER INDICATES THE WORK IS TO BE COMPLETED AT
 THE ADDRESS OF 3001 OKEECHOBEE BLVD. PLEASE DEFINE
 WHERE THE NEW ADDITION ROOF LINE ON THE EAST SIDE WILL
 END AND THE EXISTING ROOF LINE THE WEST SIDE OF THE OF
 THE EXISTING BUILDING TO THE EAST WILL END SHEET A5.0.1
 DETAIL 2.. IT APPEARS THEY WILL BE ADJOINING AND
 CREATING ONE LARGE BUILDING PLEASE PROVIDE COMPLIANCE
 FOR NEW CONSTRUCTION, 2014 FBC-B TABLE 503, 503.1.2.
 BUILDINGS ON THE SAME LOT AND 705.3 BUILDINGS ON THE
 SAME LOT. COMPLIANCE WITH 508.3 NON-SEPARATED USE
 CANNOT BE CONFIRMED UNTIL THE DISTANCE BETWEEN THE 2
 BUILDINGS CAN BE VERIFIED. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED TO DETERMINE CODE COMPLIANCE.
  
 2) 2ND REQUEST. THE SOILS REPORT SUBMITTED IS NOT CLEAR
 AS TO THE LOCATION WHERE THE TEST WAS COMPLETED.
 THE REPORT PREPARED BY ARDAMAN & ASSOCIATES AAI FILE
 NO. 16-1634 INDICATES IT IS FOR THE SCHUMACHER
 AUTOGROUP DELRAY LLC THE ADDRESS OF 3031 OKEECHOBEE
 BLVD WEST PALM BEACH. UNDER THE HEADING SITE LOCATION
 IS INDICATED AS DELRAY BEACH FL. THE SITE VICINITY MAP
 FIGURE NO. 1 IS DELRAY BEACH, FL. THE TEST LOCATION
 PLAN FIGURE NO. 2 ALSO IS FOR THE DELRAY SCHUMACHER ?
 RENOVATION PROJECT, DELRAY BEACH, FLORIDA. IT APPEARS
 THIS REPORT IS FOR THE DELRAY BEACH JOBSITE LOCATION.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. / 2014
 FBC-B 1803.5.2 QUESTIONABLE SOIL.
  
  
  
 1ST ROUND OF COMMENTS. SHEET S4.1 UNDER THE HEADING OF
 FOUNDATION NOTE 1A) THERE WAS A SOILS ENGINEERING
 COMPLETED BY ARDAMAN & ASSOCIATES. NO SOILS REPORTS
 WERE SUBMITTED, 2 ORIGINAL SIGNED AND SEALED REPORTS
 NEED TO BE SUBMITTED FOR COMPLIANCE WITH:
 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.
  
 3) COMPLIED.
  
 4) PLEASE PROVIDE COMPLIANCE WITH 2014 FLORIDA BUILDING
 CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION:
  
 BUILDING PROVISO: 106.1 LIVE LOADS POSTED. WHERE THE
 LIVE LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A
 COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN
 DESIGNED TO EXCEED 50 PSF (2.40 KN/M2), SUCH DESIGN
 LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE OWNER
 IN THAT PART OF EACH STORY IN WHICH THEY APPLY, USING
 DURABLE SIGNS. IT SHALL BE UNLAWFUL TO REMOVE OR DEFACE
 SUCH NOTICES.
  
 BUILDING PROVISO: 106.2 ISSUANCE OF CERTIFICATE OF
 OCCUPANCY. A CERTIFICATE OF OCCUPANCY REQUIRED BY
 SECTION 111 SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD
 SIGNS, REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED.
  
 BUILDING PROVISO: 106.3 RESTRICTIONS ON LOADING. IT
 SHALL BE UNLAWFUL TO PLACE, OR CAUSE OR PERMIT TO BE
 PLACED, ON ANY FLOOR OR ROOF OF A BUILDING, STRUCTURE
 OR PORTION THEREOF, A LOAD GREATER THAN IS PERMITTED BY
 THIS CODE.
  
 5) BUILDING PROVISO: SHEET S-2 THE PRE-ENGINEERED
 MEZZANINE, STAIRS, HANDRAIL & GUARDRAIL SYSTEMS WILL
 NEED THE DESIGN CRITERIA AS LISTED ABOVE IN COMMENT # 3
 AND WILL ALSO NEED TO BE REVIEWED BY THE ENGINEER OF
 RECORD FOR CONFORMANCE WITH THEIR OVERALL DESIGN
 STRUCTURALLY FOR THIS BUILDING AND FOR LOADING. FL
 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL FORWARD
 THE DELEGATED ENGINEERING DOCUMENTS TO THE ENGINEER OF
 RECORD FOR REVIEW.
  
 6) BUILDING PROVISO: ROOF TOP FIXED LADDER
  
 7)SEMI-COMPLIED. SHEET A1.1.2 SHOWS A LIFT TO THE UPPER
 PARTS RACK STORAGE AREA. THE SQUARE FOOTAGE OF 1499 SQ.
 FT./ 300= OCCUPANT LOAD OF 5, YOU ALWAYS ROUND UP WE DO
 NOT HAVE PARTS OF OCCUPANTS YOU ALWAYS ROUND UP TO THE
 NEXT WHOLE NUMBER. PLEASE NOTE SUBMIT THE MANUFACTURERS
 SPECS ON THE EQUIPMENT FOR THIS ELEVATOR SYSTEM. 3001.2
 REFERENCED STANDARDS.
 EXCEPT AS OTHERWISE PROVIDED FOR IN THIS CODE, THE
 DESIGN, CONSTRUCTION, INSTALLATION, ALTERATION, REPAIR
 AND MAINTENANCE OF ELEVATORS AND CONVEYING SYSTEMS AND
 THEIR COMPONENTS SHALL CONFORM TO ASME A17.1/CSA B44,
 ASME A17.3 AND ASME A18.1, ASME A90.1, ASME B20.1, ALI
 ALCTV, AND ASCE 24 FOR CONSTRUCTION IN FLOOD HAZARD
 AREAS ESTABLISHED IN SECTION 1612.3. THE DIVISION OF
 HOTELS AND RESTAURANTS MAY GRANT EXCEPTIONS, VARIANCES
 AND WAIVERS TO THE ELEVATOR SAFETY CODE AS AUTHORIZED
 BY THE SAFETY CODE FOR ELEVATORS AND ESCALATORS (ASME
 A17.1, SECTION 1.2) AND FLORIDA STATUTES (CHAPTER 120.)
  
  
  
 1ST ROUND OF COMMENTS. PLEASE PROVIDE THE SQUARE
 FOOTAGE FOR THIS AREA AND THE OCCUPANT LOAD TO SEE IF
 THE PLATFORM LIFT HAS TO MEET THE REQUIREMENTS FOR
 VERTICAL ACCESSIBILITY 206.7 .3 FOR NEW BUILDINGS.
 PLEASE ALSO SUPPLY DOCUMENTATION THAT THE PLATFORM LIFT
 SHALL COMPLY WITH ASME A18.1.
  
 8) 2ND REQUEST. RESPONSE INDICATES WILL COMPLY. PLEASE
 PROVIDE COMPLIANCE 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, ROOF TOP HATCHES.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) PRE-ENGINEERED A/C STANDS
  
 NOTE VASD PRESSURES FOUND ON S-4.2 ARE GOOD. IF EITHER
 THE CONTRACTOR OR THE DESIGNER OF RECORD PREFER TO HAVE
 THE PRODUCT APPROVALS TO BE DEFERRED SUBMITTALS PLEASE
 DO SO WITHIN THE WRITTEN NARRATIVE RESPONSE.
 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.
  
 9) 2ND REQUEST. RESPONSE INDICATES WILL COMPLY.
 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 10) SEMI-COMPLIED. SHEET S-4.1 PROVIDES A GENERIC ROOF
 OPENING FRAMING DETAIL. PLANS INDICATE SEE MECHANICAL
 PLANS FOR OPENING SIZE. PLEASE SEE DETAIL NOTE (14) #
 12 SMS PER BRACKET EQUALLY SPACED. WHAT THE PLANS DO
 NOT INDICATE HOW MANY BRACKETS WILL BE REQUIRED.
 SHEET M2.2 NOTE # 3 INDICATES THE ROOF TOP UNIT
 GREENHECK SPUN ALUMINUM OUTSIDE AIR INTAKE GRSI-8 INCH,
 PLEASE PROVIDE THE ACTUAL OPENING THROUGH THE ROOF FOR
 THE ROOF FRAMING SIZE.
 1ST ROUND COMMENTS. THE STRUCTURAL SHEETS DO NOT
 PROVIDE ROOF FRAMING DETAILS FOR THE ROOF TOP CURBS
 REQUIRED FOR THE ROOFTOP EXHAUST FANS, NOR DOES THE
 MECHANICAL PLANS. 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?
  
 11A) SHEET M2.1 KEY NOTE 1 INDICATES THE 2 A/C
 CONDENSING UNITS ARE TO BE INSTALLED ON THE ROOF.
 SUBMITTED IS A NOA 15-0902.05 REVIEWED BY DUANE MILLAR
 FOR KAMM CONSULTING. INDICATES (A) REVIEWED NO
 EXCEPTION TAKEN!!!!!! THE STRUCTURAL ENGINEEER OF
 RECORD HAS NOT REVIEWED!!!!
 PLEASE NOTE:
 ** TECHNICAL SHEET 1 THE TYPE OF UNIT IS NOT IDENTIFIED
 STANDARD UNIT, HD HEAVY DUTY ASSEMBLY, OR IS THIS A
 CUSTOM ASSEMBLY.
 ** SHEETS 3-8 HAVE NOT IDENTIFIED SEE STAND EXAMPLE
 MECHANICAL UNIT/ STAND CRITERIA/ FACE AREA, NOTE
 IDENTIFIED.
 ** SHEET 9, 11,12 & 13 SHOW TIE DOWN FRAME ASSEMBLY &
 UNIT TIE DOWN. 11, 12 & 13 ARE SPECIFIC TO RHEEM MODEL
 NUMBERS!!! NOT IDENTIFIED.
 **SHEET 10 IS THE ANCHORING OF THE A/C STAND TO ROOF
 FRAMING ASSEMBLY, NOT IDENTIFIED.
  
  
 11B) COMPLIED. 1013.6 MECHANICAL EQUIPMENT.
  
 12) 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.
  
 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 2016-05-11 Cont ID  
Sent By jwitmer Date 2016-05-11 Time 12:44 Rev Time  
Received By jwitmer Date 2016-05-09 Time 09:55 Sent To  
Notes
2016-05-11 12:34:31BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040632
 ADD: 3001 OKEECHOBEE BLVD.
 CONT: HEDRICK BROTHERS
 TEL: 561-689-8880
 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. MAY 11/ 2016
 ACTION: DENIED
  
 1) THE PERMIT APPLICATION ADDRESS AND PCN NUMBER
 INDICATES THE WORK IS TO BE COMPLETED AT THE ADDRESS OF
 3001 OKEECHOBEE BLVD. PLEASE DEFINE WHERE THE NEW
 ADDITION ROOF LINE ON THE EAST SIDE WILL END AND THE
 EXISTING ROOF LINE THE WEST SIDE OF THE OF THE EXISTING
 BUILDING TO THE EAST WILL END SHEET A5.0.1 DETAIL 2..
 IT APPEARS THEY WILL BE ADJOINING AND CREATING ONE
 LARGE BUILDING PLEASE PROVIDE COMPLIANCE FOR NEW
 CONSTRUCTION, 2014 FBC-B TABLE 503, 503.1.2. BUILDINGS
 ON THE SAME LOT AND 705.3 BUILDINGS ON THE SAME LOT.
 COMPLIANCE WITH 508.3 NON-SEPARATED USE CANNOT BE
 CONFIRMED UNTIL THE DISTANCE BETWEEN THE 2 BUILDINGS
 CAN BE VERIFIED. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED TO DETERMINE CODE COMPLIANCE.
  
 2) SHEET S4.1 UNDER THE HEADING OF FOUNDATION NOTE 1A)
 THERE WAS A SOILS ENGINEERING COMPLETED BY ARDAMAN &
 ASSOCIATES. NO SOILS REPORTS WERE SUBMITTED, 2 ORIGINAL
 SIGNED AND SEALED REPORTS NEED TO BE SUBMITTED FOR
 COMPLIANCE WITH:
 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.
  
 3) ALS.1.1 NOR S-4.1 PROVIDE COMPLIANCE FOR STAIR &
 FLOOR LOADING.
 2014 FBC-B TABLE 1607.1
 (30) STAIRS 100 PSF
 (31) STORAGE LIGHT 123 PSF/ HEAVY 250 PSF (M).LIVE LOAD
 REDUCTION IS NOT PERMITTED UNLESS SPECIFIC
 EXCEPTIONS OF SECTION 1607.10 APPLY.
  
 4) PLEASE PROVIDE COMPLIANCE WITH 2014 FLORIDA BUILDING
 CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION:
  
 106.1 LIVE LOADS POSTED. WHERE THE LIVE LOADS FOR WHICH
 EACH FLOOR OR PORTION THEREOF OF A
 COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN
 DESIGNED TO EXCEED 50 PSF (2.40 KN/M2), SUCH
 DESIGN LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE
 OWNER IN THAT PART OF EACH STORY IN WHICH THEY
 APPLY, USING DURABLE SIGNS. IT SHALL BE UNLAWFUL TO
 REMOVE OR DEFACE SUCH NOTICES.
  
 106.2 ISSUANCE OF CERTIFICATE OF OCCUPANCY. A
 CERTIFICATE OF OCCUPANCY REQUIRED BY SECTION 111
 SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD SIGNS,
 REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED.
  
 106.3 RESTRICTIONS ON LOADING. IT SHALL BE UNLAWFUL TO
 PLACE, OR CAUSE OR PERMIT TO BE PLACED, ON
 ANY FLOOR OR ROOF OF A BUILDING, STRUCTURE OR PORTION
 THEREOF, A LOAD GREATER THAN IS PERMITTED BY THIS
  
 5) SHEET S-2 THE PRE-ENGINEERED MEZZANINE, STAIRS,
 HANDRAIL & GUARDRAIL SYSTEMS WILL NEED THE DESIGN
 CRITERIA AS LISTED ABOVE IN COMMENT # 3 AND WILL ALSO
 NEED TO BE REVIEWED BY THE ENGINEER OF RECORD FOR
 CONFORMANCE WITH THEIR OVERALL DESIGN STRUCTURALLY FOR
 THIS BUILDING AND FOR LOADING. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 6) SHEET A8.02 DETAILS 4 & 5 SHOW THE FIXED ROOF TOP
 LADDER. PLEASE SHOW COMPLIANCE WITH :
 2014 FBC-B ? 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS
 OR ELEVATED STRUCTURES.
 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.
  
 7) SHEET A1.1.1 SHOWS A LIFT TO THE UPPER PARTS RACK
 STORAGE AREA. PLEASE PROVIDE THE SQUARE FOOTAGE FOR
 THIS AREA AND THE OCCUPANT LOAD TO SEE IF THE PLATFORM
 LIFT HAS TO MEET THE REQUIREMENTS FOR VERTICAL
 ACCESSIBILITY 206.7 .3 FOR NEW BUILDINGS. PLEASE ALSO
 SUPPLY DOCUMENTATION THAT THE PLATFORM LIFT SHALL
 COMPLY WITH ASME A18.1.
  
 8) PLEASE PROVIDE COMPLIANCE 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, ROOF TOP HATCHES.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) PRE-ENGINEERED A/C STANDS
  
 NOTE VASD PRESSURES FOUND ON S-4.2 ARE GOOD. IF EITHER
 THE CONTRACTOR OR THE DESIGNER OF RECORD PREFER TO HAVE
 THE PRODUCT APPROVALS TO BE DEFERRED SUBMITTALS PLEASE
 DO SO WITHIN THE WRITTEN NARRATIVE RESPONSE.
 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.
  
 9) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
 10) THE STRUCTURAL SHEETS DO NOT PROVIDE ROOF FRAMING
 DETAILS FOR THE ROOF TOP CURBS REQUIRED FOR THE ROOFTOP
 EXHAUST FANS, NOR DOES THE MECHANICAL PLANS. 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?
  
 11A) SHEET M2.1 KEY NOTE 1 INDICATES THE 2 A/C
 CONDENSING UNITS ARE TO BE INSTALLED ON THE ROOF BUT NO
 LOCATION IS PROVIDED. SHEET A-2.01 SHOWS THE ROOF HATCH
 WITHIN 10 FEET OF THE ROOF LINE. PLEASE SHOW COMPLIANCE
 WITH: 1013.7 ROOF ACCESS.
 GUARDS SHALL BE PROVIDED WHERE THE ROOF HATCH OPENING
 IS LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR
 OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN
 SIDE IS LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE
 FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE
 CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A SPHERE 21
 INCHES (533 MM) IN DIAMETER.
  
 11B) 1013.6 MECHANICAL EQUIPMENT.
 GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT,
 FANS, ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT
 REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF
 A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH
 EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762
 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD
 SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A
 SPHERE 21 INCHES (533 MM) IN DIAMETER. THE GUARD SHALL
 EXTEND NOT LESS THAN 30 INCHES (762 MM) BEYOND EACH END
 OF SUCH APPLIANCE, EQUIPMENT, FAN OR COMPONENT.
  
 12) 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 2016-07-06 Cont ID  
Sent By mvaldes Date 2016-07-06 Time 17:50 Rev Time 0.00
Received By mvaldes Date 2016-07-06 Time 17:07 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-04-18 Cont ID  
Sent By mvaldes Date 2016-04-18 Time 16:50 Rev Time 0.00
Received By mvaldes Date 2016-04-18 Time 15:42 Sent To  
Notes
2016-04-18 16:52:29JOB PERMIT NUMBER: 16040632
 JOB ADDRESS: 3001 OKEECHOBEE BLVD
 WEST PALM BEACH FLORIDA
 DATE: APRIL 18 2016
  ELECTRICAL PLAN REVIEW COMMENTS
  
 THE PLANS FOR THE ABOVE MENTIONED PERMIT APPLICATION
 HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE EDITION OF
 THE NEC, (NATIONAL ELECTRICAL CODE) AND THE FBC,
 (FLORIDA BUILDING CODE) AS WELL AS THE CITY OF WEST
 PALM BEACH AMENDMENTS IN EFFECT AT THE TIME OF
 SUBMITTAL. BELOW IS A LIST OF THE DEFICIENCIES NOTED.
  
 - NEC 410.36 B LUMINAIRES SHALL BE SECURELY FASTENED TO
 THE FRAMING MEMBER BY MECHANICAL MEANS. SUSPENDED
 CEILING SHALL ADEQUATE STRENGTH TO ATTACH LIGHTING OR
 THE LUMINAIRES SHALL BE INDEPENDENTLY SECURED.
 - ALL ELECTRICAL BOXES IN DEMISING WALL SHALL COMPLY
 WITH NEC 300.21 & FBC-B SECTION 714. ANY FIRE RATED
 STRUCTURE OR SURFACE THAT IS COMPROMISED SHALL BE
 RETURNED TO ITS ORIGINAL FIRE-RATING WITH APPROVED FIRE
 SEALING MATERIALS.
 - NEC 210.8 B8 SERVICE BAYS WHERE ELECTRICAL DIAGNOSTIC
 EQUIPMENT, ELECTRICAL HAND TOOLS, OR PORTABLE LIGHTING
 EQUIPMENT ARE TO BE USED GFCI PROTECTION IS REQUIRED.
 - NEC 300.3 C ON WORK BENCH LAYOUT DETAIL MAKE A NOTE
 THAT DIFFERENT RACEWAYS WILL BE USED FOR LOW VOLTAGE
 AND POWER CONDUCTORS UNLESS RATED WITH THE SAME
 INSULATION.
 - NEC 406.9(B) RECEPTACLES IN WET LOCATIONS. 15 AND 20
 AMPERE, 125 AND 250 VOLT RECEPTACLES INSTALLED IN A WET
 LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF
 WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. ALL
 15 AND 20 AMPERE, 125 AND 250 VOLT NONLOCKING
 RECEPTACLES SHALL BE LISTED WEATHER-RESISTANT TYPE
 ?WR?.
 - THE LIGHT ABOVE THE PANELBOARD A SHALL NOT BE
 CONTROLLED BY AUTOMATIC MEANS ONLY A MANUAL SWITCH
 SHALL SUFFICE. NEC 110.26 D
 - NEC 110.26A & 110.24 ARC-FLASH HAZARD WARNING LABEL
 AND AVAILABLE FAULT CURRENT MARKING IS MISSING FROM
 ELECTRICAL GENERAL NOTES.
  
 PLEASE REVISE YOUR DRAWINGS TO REFLECT THE ABOVE
 MENTIONED DEFICIENCIES.
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, YOU ARE REQUIRED TO PROVIDE A RESPONSE
 LETTER (NARRATIVE) ADDRESSING EACH ITEM ALONG WITH THE
 STANDARD CITY RE-SUBMITTAL FORM. THE NARRATIVE SHOULD
 INCLUDE THE PLAN REVIEWER?S COMMENTS AND YOUR RESPONSE
 OR ACTION TO SAME. ADDITIONALLY, PLEASE INSERT
 CORRECTED PAGES INTO THE SUBMITTAL AND LEAVE THE
 PREVIOUSLY REVIEWED SHEETS FOR COMPARISON.
 CLOUDING THE CHANGES WILL BE GREATLY APPRECIATED.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
 FBC 2014 5TH ED. NEC 2011
 MARIO VALDES
 ELECTRICAL PLAN EXAMINER
 516-805-6713
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2016-09-09 Cont ID  
Sent By mgonzale Date 2016-09-09 Time   Rev Time 1.00
Received By mgonzale Date 2016-09-09 Time   Sent To Z
Notes
2016-09-09 11:02:03NO NEED TO STAMP PLANS. THEY HAVE SUBMITTED TO
 ENGINEERING DIRECTLY.
 THANK YOU!
  
 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
  
 IMPORTANT MESSAGE: AS OF DECEMBER 20, 2015 THE CITY OF
 WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE."
 FOR MORE INFORMATION REFER TO THE LINK BELOW:
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2016-08-23 Cont ID  
Sent By mgonzale Date 2016-08-23 Time   Rev Time 1.00
Received By mgonzale Date 2016-08-23 Time   Sent To I
Notes
2016-08-23 09:41:54PLEASE ADDRESS FRIE COMMENTS AND ZONING COMMENTS.
 THANK YOU!
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2016-05-26 Cont ID  
Sent By shill Date 2016-05-26 Time 15:51 Rev Time 0.00
Received By shill Date 2016-05-26 Time 15:51 Sent To  
Notes
2016-05-26 15:52:30SEPARATE ENGINEERING PERMIT REQUIRED
 PER APPLICANT, THIS HAS BEEN SUBMITTED. BUILDING PERMIT
 WILL BE REVIEWED BY ENGINEERING DEPARTMENT 2ND REVIEW
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2016-08-31 Cont ID  
Sent By scaldero Date 2016-08-31 Time 11:25 Rev Time 0.00
Received By scaldero Date 2016-08-31 Time 11:25 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-07-11 Cont ID  
Sent By scaldero Date 2016-07-11 Time 12:07 Rev Time 0.00
Received By scaldero Date 2016-07-11 Time 12:07 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-04-28 Cont ID  
Sent By scaldero Date 2016-04-28 Time 12:26 Rev Time 0.00
Received By scaldero Date 2016-04-28 Time 12:03 Sent To  
Notes
2016-04-28 12:26:30PERMIT # 16040632
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 1) SEPARATE PLANS AND PERMITS ARE REQUIRED FOR THE
 INSTALLATION OR MODIFICATION OF THE FIRE SPRINKLER
 SYSTEM AND/OR FIRE ALARM SYSTEM.
  
 2) PLEASE PROVIDE SPECIFICATIONS REGARDING THE STORAGE
 RACKS TO BE USED. (IE. HEIGHT, WIDTH, MAXIMUM HEIGHT OF
 STORAGE, STYLE OF RACK - GRATED, SOLID, ETC.-)
  
 3) DRAWINGS WILL BE STAMPED, INITIALED, AND DATED BY
 THE FIRE DEPARTMENT AFTER ALL PLAN REVIEWER COMMENTS
 HAVE BEEN SATISFIED.
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 644-7326
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-10-25 Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By lmarchan Date 2016-10-25 Time 14:56 Sent To  
Notes
2016-10-24 14:56:56IMPACT FEES ROUTED TO JWITMER
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-09-20 Cont ID  
Sent By jroach Date 2016-09-20 Time 09:55 Rev Time 0.00
Received By jroach Date 2016-08-23 Time 13:31 Sent To  
Notes
2016-08-23 13:33:12C31
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-08-23 Cont ID  
Sent By shill Date 2016-08-23 Time 09:45 Rev Time 0.00
Received By shill Date 2016-06-16 Time 12:42 Sent To  
Notes
2016-06-17 12:42:59C31
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-05-26 Cont ID  
Sent By shill Date 2016-05-26 Time 15:52 Rev Time 0.00
Received By shill Date 2016-04-12 Time 13:24 Sent To  
Notes
2016-04-13 13:24:23C30
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status P Date 2016-10-25 Cont ID  
Sent By jwitmer Date 2016-10-25 Time 09:18 Rev Time 0.00
Received By jwitmer Date 2016-10-25 Time 09:18 Sent To  
Notes
2016-10-25 09:20:33PALM BEACH COUNTY IMPACT FEE ASSESSMENT:
 10/21/2016
 RECEIPT NO. 2016-1024-100
 MU-2016-024897-0000
 FEES ASSESSED: $33,160.92
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2016-09-13 Cont ID  
Sent By jwitmer Date 2016-09-13 Time 14:29 Rev Time 0.00
Received By jwitmer Date 2016-09-13 Time 14:29 Sent To  
Notes
2016-09-13 14:30:19BEFORE 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 IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2016-07-27 Cont ID  
Sent By jwitmer Date 2016-07-27 Time 15:19 Rev Time 0.00
Received By jwitmer Date 2016-07-27 Time 15:19 Sent To  
Notes
2016-07-27 15:19:55BEFORE 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 IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-05-11 Cont ID  
Sent By jwitmer Date 2016-05-11 Time 12:33 Rev Time 0.00
Received By jwitmer Date 2016-05-09 Time 10:39 Sent To  
Notes
2016-05-11 12:33:30BEFORE 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 2016-08-30 Cont ID  
Sent By ccole Date 2016-08-30 Time 11:13 Rev Time 0.00
Received By ccole Date 2016-08-30 Time 11:13 Sent To  
Notes
2016-08-30 12:10:55MECHANICAL PROVISOS
 8/30/16
  
 1) REVISION REQUIRED TO RELOCATE O/A INTAKE FOR AHU-1
 FROM THE WALL TO THE ROOF.
  
 2) PROVIDE TIE-DOWN ENGINEERING FOR INSTALLATION OF THE
 ROOFTOP FANS AND CURBS.
  
 3) SUBMIT A FLORIDA PRODUCT APPROVAL OR MIAMI-DADE NOA
 FOR THE RUSKIN WALL LOUVERS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-06-23 Cont ID  
Sent By ccole Date 2016-06-23 Time 13:41 Rev Time 0.00
Received By ccole Date 2016-06-23 Time 12:13 Sent To  
Notes
2016-06-23 14:16:322ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #16040632
 6/23/16
  
 1) REFER TO SECTION 406.8.2 FBC-14 BUILDING: THE
 EXHAUST FANS FOR THE SERVICE GARAGE SHALL BE CONTROLLED
 AT THE ENTRANCE TO THE GARAGE.
  
 2) PLEASE INCLUDE AN EXHAUST VENTILATION CALCULATION
 FOR THE PARTS DELIVERY GARAGE AT .75 CFM'S PER SF. AS
 INDICATED IN TABLE 403.3. EF-3 AT 70 CFM'S APPEARS
 UNDERSIZED IN CAPACITY.
  
 3) INDICATE HOW THE AIR AND OIL STORAGE GARAGE IS TO BE
 VENTILATED PER SECTION 401.2.
  
 4) SHEET M0.1 SHOWN IN THE INDEX IS NOT INCLUDED IN THE
 PLAN SETS, AND SHEET M2.2 IS NOT IN THE INDEX.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-04-15 Cont ID  
Sent By ccole Date 2016-04-15 Time 13:24 Rev Time 0.00
Received By ccole Date 2016-04-15 Time 13:24 Sent To  
Notes
2016-04-15 14:03:311ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #16040632
 4/15/16
  
 1) SUBMIT AC COOLING AN HEATING CALCULATIONS FOR AC- 1
 & AC-2: SECTION C403.2.1 FBC-14 ENERGY CONSERVATION.
 2) SUBMIT ENERGY CALCULATIONS- SECTION C101.4.3 FBC-14
 ENERGY CONSERVATION.
 3) SHEETS M2.1 & M6.1: THE PARTS RECEIVING AND PARTS
 DELIVERY AREAS APPEAR TO BE USING AN EXHAUST
 VENTILATION SYSTEM TO MEET THE O/A REQUIEMENT LISTED IN
 THE O/A SCHEDULE. PROVIDE THE SIZES OF THE O/A INLET
 OPENINGS FOR EACH AREA, AND THE SEQUENCE OF OPERATION
 FOR THE EXHAUST FANS. PLEASE NOTE IF LOUVERS ARE USED
 TO PROTECT THE EXHAUST AND O/A OPENINGS THEY MUST BE
 WEATHER RESISTANT PER SECTION 401.5, AND ALSO WIND AND
 IMPACT RESISTANT PER SECTION 1609.1.2 FBC-14 BUILDING.
 4) PROVIDE THE CLEARANCE DISTANCE MEASUREMENTS ON THE
 PLAN FOR THE AIR INTAKES AND THE EXHAUST OUTLETS- SEE
 SECTIONS 401.4 AND 501.3.1 FBC-14 MECHANICAL.
 5) M2.1 & M6.1: PROVIDE A SEQUENCE OF OPERATION FOR THE
 EF-2'S IN THE REPAIR GARAGE.
 6) PROVIDE WIND LOAD DESIGN CRITERIA AND ENGINEERED
 DETAILS FOR INSTALLATION OF THE ROOFTOP CONDENSERS AND
 ROOF RACK, AND THE FANS AND FAN CURBS- SECTION 301.15.
 7) SUBMIT MIAMI-DADE NOA'S OR FLORIDA PRODUCT APPROVALS
 FOR THE ROOF RACK, FANS AND CURBS, AND LOUVERS. ALL
 SUBMITTALS SHALL BEAR A SHOP DRAWING APPROVAL SIGNATURE
 BY THE ENGINEER OF RECORD.
 8) SHEET A8.0.2:=, DETAIL 4: PLEASE INDICATE THE HEIGHT
 OF THE PARAPET WALL ABOVE THE FINISHED ROOF LEVEL IN
 THE DETAIL- PLEASE NOTE A GUARD RAIL MAY BE REQUIRED
 PER SECTION 304.11 FBC-14 MECHANICAL.
 9) INDICATE HOW THE MEZZANINE AREA IS BEING VENTILATED.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2016-09-09 Cont ID  
Sent By gjohnson Date 2016-09-09 Time 16:08 Rev Time 0.00
Received By gjohnson Date 2016-09-09 Time 15:55 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-07-26 Cont ID  
Sent By gjohnson Date 2016-07-26 Time 15:26 Rev Time 0.00
Received By gjohnson Date 2016-07-26 Time 15:26 Sent To  
Notes
2016-07-26 15:42:072ND REVIEW
  
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
  
 PLUMBING COMMENTS:
  
 1. SHOW COMPLIANCE FOR SIDE WALL GRAB BAR. PER FBC ACC
 604.5.1 SIDE WALL.
 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1065 MM)
 LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM
 THE REAR WALL AND EXTENDING 54 INCHES (1370 MM) MINIMUM
 FROM THE REAR WALL.
  
 2. MIRROR SHOWS 42IN OF FINISHED FLOOR IT SHALL BE 40IN
 MAX . PER FBC ACC 603.3 MIRRORS.
 MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL
 BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES
 OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE
 OF THE REFLECTING SURFACE 35 INCHES (890 MM) MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND.
  
 3. SHOW COMPLIANCE WITH FBC ACC 604.2 LOCATION.
 THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR
 PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE
 OF THE WATER CLOSET SHALL BE 16 INCHES (405 MM) MINIMUM
 TO 18 INCHES (455 MM) MAXIMUM FROM THE SIDE WALL OR
 PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17
 INCHES (430 MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM
 FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY
 ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 604.8.2.
 WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR
 RIGHT-HAND APPROACH.
  
 4. THE TOP OF TOILET SEAT IS SHOWN AS 17IN MAX IT SHALL
 SHOW 17IN MIN 19IN MAX. PER FBC ACC 604.4 SEATS.
 THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH
 FLOOR SHALL BE 17 INCHES (430 MM) MINIMUM AND 19 INCHES
 (485 MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS
 SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION.
  
 5. THE TOILET PAPER DISPENSER SHALL COMPLY WITH FBC ACC
 604.7 DISPENSERS.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230
 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO
 THE CENTERLINE OF THE DISPENSER.
  
 6. THE SERVICE SINK , DRINKING FOUNTAIN AND EYE WASH
 STATION SHALL CONNECT TO BUILDING DRAIN DOWNSTREAM OF
 THE BATHROOM GROUP. PER FBC PL 912.1 HORIZONTAL WET
 VENT PERMITTED.
 ANY COMBINATION OF FIXTURES WITHIN TWO BATHROOM GROUPS
 LOCATED ON THE SAME FLOOR LEVEL IS PERMITTED TO BE
 VENTED BY A HORIZONTAL WET VENT. THE WET VENT SHALL BE
 CONSIDERED THE VENT FOR THE FIXTURES AND SHALL EXTEND
 FROM THE CONNECTION OF THE DRY VENT ALONG THE DIRECTION
 OF THE FLOW IN THE DRAIN PIPE TO THE MOST DOWNSTREAM
 FIXTURE DRAIN CONNECTION TO THE HORIZONTAL BRANCH
 DRAIN. EACH WET-VENTED FIXTURE DRAIN SHALL CONNECT
 INDEPENDENTLY TO THE HORIZONTAL WET VENT. ONLY THE
 FIXTURES WITHIN THE BATHROOM GROUPS SHALL CONNECT TO
 THE WET-VENTED HORIZONTAL BRANCH DRAIN. ANY ADDITIONAL
 FIXTURES SHALL DISCHARGE DOWNSTREAM OF THE HORIZONTAL
 WET VENT.
  
Review Stop P PLUMBING
Rev No 1 Status P Date 2016-04-29 Cont ID  
Sent By gearl Date 2016-04-29 Time 14:20 Rev Time 0.00
Received By gearl Date 2016-04-29 Time 14:19 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2016-09-20 Cont ID  
Sent By jroach Date 2016-09-20 Time 09:52 Rev Time 0.00
Received By jroach Date 2016-09-20 Time 09:52 Sent To  
Notes
2016-09-20 09:53:00ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 09.20.2016
 PERMIT NO.: 16040632
 ADDRESS: 3001 OKEECHOBEE BOULEVARD
 CONTRACTOR/CONTACT: JOHN BANTING
 TELEPHONE NO.: 561.689.8880
 SCOPE OF REVIEW: SERVICE BUILDING
 ___________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ___________________________________________
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. A SEPARATE LANDSCAPE PERMIT APPLICATION SHALL BE
 SUBMITTED AND THE PERMIT ISSUED PRIOR TO INSTALLATION
 OF ANY LANDSCAPE MATERIAL. ALL LANDSCAPING SHALL BE
 INSTALLED AND PASS INSPECTION PRIOR TO THE ISSUANCE OF
 A CERTIFICATE OF OCCUPANCY.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 2 Status P Date 2016-07-25 Cont ID  
Sent By awooten Date 2016-07-25 Time 11:46 Rev Time 0.00
Received By jroach Date 2016-07-25 Time 11:46 Sent To  
Notes
2016-07-25 11:48:28ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 07.25.2016
 PERMIT NO.: 16040632
 ADDRESS: 3001 OKEECHOBEE BOULEVARD
 CONTRACTOR/CONTACT: JOHN BANTING
 TELEPHONE NO.: 561.689.8880
 SCOPE OF REVIEW: SERVICE BUILDING
 ___________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ___________________________________________
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. A SEPARATE LANDSCAPE PERMIT APPLICATION SHALL BE
 SUBMITTED AND THE PERMIT ISSUED PRIOR TO INSTALLATION
 OF ANY LANDSCAPE MATERIAL. ALL LANDSCAPING SHALL BE
 INSTALLED AND PASS INSPECTION PRIOR TO THE ISSUANCE OF
 A CERTIFICATE OF OCCUPANCY.
  
 2. THE SITE/LANDSCAPE PLANS SHALL BE REVISED TO
 RELOCATE THE THREE (3) WESTERN-MOST PROPOSED SHADE
 TREES; THE TREES SHALL NOT BE INSTALLED WITHIN THE
 RIGHT-OF-WAY BUT SHALL BE LOCATED ON THE NORTH PROPERTY
 LINE OF THE PRIVATE PROPERTY LINE. THE TWO (2)
 EASTERN-MOST TREES IN THE RIGHT-OF-WAY SHALL BE REMOVED
 FROM THE PLAN.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-04-25 Cont ID  
Sent By dkittred Date 2016-04-25 Time 16:57 Rev Time 0.00
Received By dkittred Date 2016-04-25 Time 12:10 Sent To  
Notes
2016-04-25 16:57:22PLANNING AND ZONING COMMENTS ***FAILED***
  
 4/25/16
  
 1. THE PROPOSED CHANGES TO THE SITE PLAN REQUIRE
 APPROVAL OF A MINOR PD AMENDMENT APPLICATION THROUGH
 THE PLANNING DIVISION PRIOR TO ZONING APPROVAL OF THIS
 BUILDING PERMIT. AN APPLICATION FOR A MINOR PD
 AMENDMENT HAS BEEN SUBMITTED TO THE PLANNING DIVISION
 AND IS CURRENTLY UNDER REVIEW (PB 1009R).
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  


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