Plan Review Details - Permit 16100266
Plan Review Stops For Permit 16100266
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2017-02-02 Cont ID  
Sent By jwitmer Date 2017-02-02 Time 17:27 Rev Time 0.00
Received By jwitmer Date 2017-02-02 Time 17:00 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2017-01-19 Cont ID  
Sent By jwitmer Date 2017-01-19 Time 14:50 Rev Time 0.00
Received By jwitmer Date 2017-01-19 Time 13:44 Sent To  
Notes
2017-01-19 14:46:49BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16100266
 ADD: 2471 OKEECHOBEE BLVD. SUITE # 7
 CONT: ARGOS BUILDERS LLC
 CONTACT: RAMON CASTRO
 TEL: 407-877-3009 EXT 106
 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: THURS. JAN. 19/ 2017
 ACTION: DENIED
  
 1-3) COMPLIED.
  
 4)3RD SEMI-COMPLIED. 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(D) ROOFING PRODUCTS AND ASSEMBLIES/ ROOF TOP CURBS.
 SEE COMMENT # 6.
  
  
 5) 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..
  
 6)3RD REQUEST.
 4X FEE NOTICE!!!!!
 FLORIDA STATUTE 553.80(2)(B) WITH RESPECT TO EVALUATION
 OF DESIGN PROFESSIONALS? DOCUMENTS, IF A LOCAL
 GOVERNMENT FINDS IT NECESSARY, IN ORDER TO ENFORCE
 COMPLIANCE WITH THE FLORIDA BUILDING CODE AND ISSUE A
 PERMIT, TO REJECT DESIGN DOCUMENTS REQUIRED BY THE CODE
 THREE OR MORE TIMES FOR FAILURE TO CORRECT A CODE
 VIOLATION SPECIFICALLY AND CONTINUOUSLY NOTED IN EACH
 REJECTION, INCLUDING, BUT NOT LIMITED TO, EGRESS, FIRE
 PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
  
 SUBMITTED WERE COPIES OF SIGNED AND SEALED CARRIER
 MOUNTING OF THE RTU TO THE ROOF TOP CURB. 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. F. S. 471.025
 THE SUBMITTED CARRIER DOCUMENTS SHOWS THE PROCEDURE OF
 MOUNTING THE RTU TO THE CARRIER CURB BUT THERE IS NO
 DOCUMENTS SHOWING HOW THE CURB IS TO BE SECURED TO THE
 ROOF FRAMING SYSTEM TO BE SECURED TO THE MWFRS (MAIN
 WIND FORCE RESISTING SYSTEM. 2014 FBC-B 1604.4
 ANALYSIS. 2014 FBC-M- 301.15 WIND RESISTANCE
 1ST ROUND OF COMMENTS. SHEET M1 NOTE # 1 INDICATES TO
 REPLACE ALL ROOF TOP UNITS. SHEET M3 SHOWS A ROOF TOP
 A/C CURB BUT NO INFORMATION AS TO THE ATTACHING OF THE
 CURB TO THE ROOF FRAMING PART OF THE (MWFRS) MAIN WIND
 FORCE RESISTING SYSTEM. PLEASE PROVIDE ANCHORING OF THE
 CURB AND RTU TO RESIST THE MOMENT OF OVERTURNING.
 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.
  
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
 7) 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 2 Status F Date 2016-12-09 Cont ID  
Sent By jwitmer Date 2016-12-09 Time 15:38 Rev Time 0.00
Received By jwitmer Date 2016-12-09 Time 14:04 Sent To  
Notes
2016-12-09 15:38:17BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16100266
 ADD: 2471 OKEECHOBEE BLVD. SUITE # 7
 CONT: TBD/ TO BE DETERMINED
 TEL: NO CONTACT INFO
 E-MAIL: NO CONTACT INFO
  
 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: FRI. DEC. 09/ 2016
 ACTION: DENIED
  
 1-2) COMPLIED.
  
 3) SEMI-COMPLIED. SHEET A-7.3 DETAIL 2 SHOWS A 42 INCH
 GUARDRAIL/ HANDRAIL SYSTEM. PLEASE NOTE THERE IS NO
 HANDRAIL SHOWN IN THE DETAIL. THE 2014 FBC-B SECTION
 1010.9 REQUIRES HANDRAILS ON BOTH SIDES WHEN THE RISE
 IS GREATER THAN OF THE RAMP IS GREATER THAN 6 INCHES.
 SECTION 1012.2 THE HANDRAIL HEIGHT IS BETWEEN 34 AND 38
 INCHES.
 1012.6 HANDRAIL EXTENSIONS. HANDRAILS SHALL RETURN TO A
 WALL, GUARD OR THE WALKING SURFACE OR SHALL BE
 CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT
 OR RAMP RUN. AT RAMPS WHERE HANDRAILS ARE NOT
 CONTINUOUS BETWEEN RUNS, THE HANDRAILS SHALL EXTEND
 HORIZONTALLY ABOVE THE LANDING 12 INCHES (305 MM)
 MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. THE
 EXTENSIONS OF HANDRAILS SHALL BE IN THE SAME DIRECTION
 OF THE STAIR FLIGHTS AT STAIRWAYS AND THE RAMP RUNS AT
 RAMPS.
 1ST ROUND COMMENTS. SHEET A-7.0 SHOWS A NEW SIDE DOOR
 AND ACCESS RAMP. SHEET A-7.3 DETAIL A CUT SECTION
 THROUGH THE LENGTH OF THE RAMP. THE PLANS DO NOT
 PROVIDE THE WIDTH OF THE RAMP NOR INDICATE A TURNING
 RADIUS INCOMPLIANCE WITH 2014 FBC-ACCESSIBILITY CODE
 405.7.4 CHANGE IN DIRECTION.
  
 4) SEMI-COMPLIED. 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 .
 CECO APPROVAL FROM UL IS AN OUT OF DATE 2006 REPORT,
 AND NO INSTALLATION INSTRUCTIONS FOR INSTALLATION WERE
 PROVIDE WITH THE REPORT.
  
 (C) PANEL WALLS: STOREFRONTS WINDOW & DOOR COMPLIED.
  
 (D) ROOFING PRODUCTS AND ASSEMBLIES/ ROOF TOP CURBS/
 ROOF TOP EXHAUST FANS. SEE COMMENT # 6.
  
  
 5) 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..
  
 6) 2ND REQUEST. SUBMITTED WERE COPIES OF SIGNED AND
 SEALED CARRIER MOUNTING OF THE RTU TO THE ROOF TOP
 CURB. 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. F. S.
 471.025
 THE SUBMITTED CARRIER DOCUMENTS SHOWS THE PROCEDURE OF
 MOUNTING THE RTU TO THE CARRIER CURB BUT THERE IS NO
 DOCUMENTS SHOWING HOW THE CURB IS TO BE SECURED TO THE
 ROOF FRAMING SYSTEM TO BE SECURED TO THE MWFRS (MAIN
 WIND FORCE RESISTING SYSTEM. 2014 FBC-B 1604.4
 ANALYSIS. 2014 FBC-M- 301.15 WIND RESISTANCE
 1ST ROUND OF COMMENTS. SHEET M1 NOTE # 1 INDICATES TO
 REPLACE ALL ROOF TOP UNITS. SHEET M3 SHOWS A ROOF TOP
 A/C CURB BUT NO INFORMATION AS TO THE ATTACHING OF THE
 CURB TO THE ROOF FRAMING PART OF THE (MWFRS) MAIN WIND
 FORCE RESISTING SYSTEM. PLEASE PROVIDE ANCHORING OF THE
 CURB AND RTU TO RESIST THE MOMENT OF OVERTURNING.
 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.
  
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
 7) 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 2016-10-27 Cont ID  
Sent By jwitmer Date 2016-10-27 Time 14:14 Rev Time 0.00
Received By jwitmer Date 2016-10-27 Time 09:29 Sent To  
Notes
2016-10-27 14:10:56BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16100266
 ADD: 2471 OKEECHOBEE BLVD. SUITE # 7
 CONT: TBD/ TO BE DETERMINED
 TEL: NO CONTACT INFO
 E-MAIL: NO CONTACT INFO
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: THURS. OCT. 2016
 ACTION: DENIED
  
 1) THE COVERSHEET A-0.0 AREA OF TENANT SPACE AND
 OCCUPANT LOAD VERSES SHEET A-7.0 THE LIFE SAFETY
 SUMMARY CHART DOES NOT MATCH UP TO SQUARE FOOT AREA NOR
 OCCUPANT LOADS. 107.2.1.3 DISCREPANCIES IN PLANS, AND
 2014 FBC-B TABLE 1004.1.2.
  
 2) SHEET A-7.0 THE WIND DESIGN PRESSURES FOR THE FRONT
 DOOR APPEAR TO BE IN VULT WHEREAS THE PRESSURES FOR THE
 NEW SIDE DOOR APPEAR TO BE IN VULT BUT A LITTLE LOW.
 2014 COMPONENTS & CLADDING PRESSURES POSITIVE &
 NEGATIVE TABLE 1609.2(2).
 3) SHEET A-7.0 SHOWS A NEW SIDE DOOR AND ACCESS RAMP.
 SHEET A-7.3 DETAIL A CUT SECTION THROUGH THE LENGTH OF
 THE RAMP. THE PLANS DO NOT PROVIDE THE WIDTH OF THE
 RAMP NOR INDICATE A TURNING RADIUS INCOMPLIANCE WITH
 2014 FBC-ACCESSIBILITY CODE 405.7.4 CHANGE IN
 DIRECTION.
 4) 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/ ROOF TOP CURBS/
 ROOF TOP EXHAUST FANS
  
 5) 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..
  
 6) SHEET M1 NOTE # 1 INDICATES TO REPLACE ALL ROOF TOP
 UNITS. SHEET M3 SHOWS A ROOF TOP A/C CURB BUT NO
 INFORMATION AS TO THE ATTACHING OF THE CURB TO THE ROOF
 FRAMING PART OF THE (MWFRS) MAIN WIND FORCE RESISTING
 SYSTEM. PLEASE PROVIDE ANCHORING OF THE CURB AND RTU TO
 RESIST THE MOMENT OF OVERTURNING.
 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.
  
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
 7) 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 E ELECTRICAL
Rev No 2 Status P Date 2016-12-08 Cont ID  
Sent By vperez Date 2016-12-08 Time 10:45 Rev Time 0.00
Received By vperez Date 2016-12-08 Time 10:33 Sent To  
Notes
2016-12-08 10:48:45PROVISO:
  
 PLEASE DELETE RECEPTACLE SHOWN ON SHEET E.3.0 CIRCUIT
 P-12, INITIALY SHOWN ON A WALL THAT HAS BEEN DELETED AT
 THE REAR EXIT. (AS-BUILTS)
  
 VAL PEREZ
 *6717
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-10-25 Cont ID  
Sent By vperez Date 2016-10-25 Time 09:15 Rev Time 0.00
Received By vperez Date 2016-10-25 Time 09:15 Sent To  
Notes
2016-10-25 09:15:28INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011
 COMMENTS:
  
 1. GENERAL NOTES TO CONSTRUCTION DOCUMENTS: PLEASE
 PROVIDE A BLOCK NOTE INDICATING THE REQUIRED SEPARATE
 PERMITS AND DATA CUT SHEET SUBMITTALS FOR ALL LOW
 VOLTAGE SYSTEMS TO INCLUDE BUT NOT LIMITED TO FIRE
 ALARM, ACCESS CONTROLS, CCTV, PHONE AND DATA, SIGNAGE,
 WIRELESS SYSTEMS, ETC. A NOTE WILL SUFFICE.
 2. ADD A NOTE TO MAINTAIN ALL ELECTRICAL EQUIPMENT
 ABOVE THE BASELINE FLOOD ELEVATION PER STATE AND CITY
 REGULATORY AGENCIES.
 3. ADDRESS FIRE COMMENTS RELATED TO ELECTRICAL
 EMERGENCY LIGHTING. FBC 107.3.5
 4. PLEASE CLARIFY IF EXISTING RISER SHOWN HAS OTHER
 MAINS, ARE YOU JUST SHOWING THE 400AMP FOR SHOE
 CARNIVAL STORE? 800AMP TO BE SUFFICIENT TO CARRY ALL
 LOADS. PLEASE CLARIFY
 5. CORRECT TYPO AT PANEL SCHEDULE FOR PANEL P. IS IT A
 225MLO OR 100AMPMLO? RISER AND PANEL DO NOT CORRELATE.
 FBC 107.3.5
 6. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL FREE
 TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS REGARDING
 THIS PROJECT.
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2017-02-03 Cont ID  
Sent By wjolin Date 2017-02-03 Time 12:04 Rev Time 0.00
Received By wjolin Date 2017-02-03 Time 12:04 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2017-01-06 Cont ID  
Sent By wjolin Date 2017-01-06 Time 13:37 Rev Time 0.00
Received By wjolin Date 2017-01-06 Time 13:37 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-12-14 Cont ID  
Sent By wjolin Date 2016-12-14 Time 12:59 Rev Time 0.00
Received By wjolin Date 2016-12-14 Time 12:37 Sent To  
Notes
2016-12-14 12:59:162471 OKEECHOBEE BOULEVARD -SUITE 7
 PERMIT #16100266
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 SEPARATE PLANS AND PERMITS ARE REQUIRED FOR THE
 INSTALLATION OR MODIFICATION OF THE FIRE SPRINKLER
 SYSTEM AND/OR FIRE ALARM SYSTEM.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-10-21 Cont ID  
Sent By wjolin Date 2016-10-21 Time 11:14 Rev Time 0.00
Received By wjolin Date 2016-10-21 Time 10:33 Sent To  
Notes
2016-10-21 11:14:082471 OKEECHOBEE BOULEVARD -SUITE 7
 PERMIT #16100266
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 PLANS INDICATE AN ADDRESS OF "123 MAIN STREET, ANYTOWN
 US 12345."
  
 SHEET A-2.0: THE OCCUPANT LOAD BREAK DOWN CHART IS
 INCORRECT. FOR EXAMPLE 7,257 SQ.FT. WOULD RESULT IN AN
 OCCUPANT LOAD OF 241 (30 SQ.FT. PER PERSON) NOT 139.
  
 SHEET E-2.0: ONLY TWO EXIT SIGNS HAVE BEEN PROVIDED FOR
 THE +7,000 SQ.FT. MERCANTILE FLOOR PLAN.
  
 SHEET E-3.0: THE REAR DOOR (DOOR TAG 5) INDICATES THE
 INSTALLATION OF A DOOR BELL. WHAT IS THE FUNCTION OF
 THIS BELL? THIS DOOR IS AN EXIT ACCESS DOOR TO THE
 SECOND BUILDING EXIT AND IS NOT PERMITTED TO BE LOCKED
 OR RESTRICTED.
  
 FIRE ALARM: I BELIEVE THE ENTIRE BUILDING IS PROTECTED
 BY A FIRE ALARM SYSTEM; HOWEVER, THE PLANS DO NOT SHOW
 ANY FIRE ALARM NOTIFICATION DEVICES.
  
 SEPARATE PLANS AND PERMITS ARE REQUIRED FOR THE
 INSTALLATION OR MODIFICATION OF THE FIRE SPRINKLER
 SYSTEM AND/OR FIRE ALARM SYSTEM.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status P Date 2017-02-06 Cont ID  
Sent By rsklarew Date 2017-02-06 Time 12:26 Rev Time 0.00
Received By rsklarew Date 2017-01-26 Time 11:55 Sent To  
Notes
2017-01-27 11:57:13C17
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-01-19 Cont ID  
Sent By jwitmer Date 2017-01-19 Time 14:50 Rev Time 0.00
Received By jwitmer Date 2016-12-22 Time 16:14 Sent To  
Notes
2016-12-22 16:14:59C03
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-12-14 Cont ID  
Sent By wjolin Date 2016-12-14 Time 12:59 Rev Time 0.00
Received By wjolin Date 2016-11-21 Time 13:19 Sent To  
Notes
2016-11-22 13:20:39C31
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-11-03 Cont ID  
Sent By gjohnson Date 2016-11-03 Time 14:17 Rev Time 0.00
Received By gjohnson Date 2016-10-13 Time 15:41 Sent To  
Notes
2016-10-13 15:42:14C23
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2016-10-27 Cont ID  
Sent By jwitmer Date 2016-10-27 Time 14:10 Rev Time 0.00
Received By jwitmer Date 2016-10-27 Time 09:29 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2017-02-02 Cont ID  
Sent By ccole Date 2017-02-02 Time 11:27 Rev Time 0.00
Received By ccole Date 2017-02-02 Time 11:27 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2017-01-04 Cont ID  
Sent By ccole Date 2017-01-04 Time 11:00 Rev Time 0.00
Received By ccole Date 2017-01-04 Time 11:00 Sent To  
Notes
2017-01-04 11:13:543RD REVIEW FBC-2014 MECHANICAL
 PERMIT #16100266
 1/4/17
  
 1) THE RTU CURB ENGINEERING SUBMITTAL MUST BEAR AN
 ORIGINAL SEAL AND SIGNATURE FROM THE CERTIFYING P.E.
 JOHN BUEROSE- SECTION 61G15- 23.002 FLORIDA
 ADMINISTRATIVE CODE.
  
 2) THE REVISED ENERGY FORM C402 DOES NOT BEAR THE
 SIGNATURE OF THE OWNER/AGENT.
  
 3) PROVIDE A SUBMITTAL FOR THE C02 SENSORS. IT APPEARS
 THAT ONLY ONE SENSOR IS BEING INSTALLED IN THE SPACE
 WHICH MAY BE INADEQUATE COVERAGE BASED ON SQUARE
 FOOTAGE.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-12-05 Cont ID  
Sent By ccole Date 2016-12-05 Time 09:10 Rev Time 0.00
Received By ccole Date 2016-12-05 Time 08:24 Sent To  
Notes
2016-12-05 09:14:592ND REVIEW FBC-2014 MECHANICAL
 PERMIT #16100266
 12/5/16
  
 1) COMMENTS #5 & 6 FROM THE 1ST REVIEW STILL EXIST-
 PLEASE COMPLY.
  
 2) SHEET M1.0: SHOW THE LOCATIONS OF THE CO2 SENSORS ON
 THE FLOOR PLAN- KEYED NOTE #11.
  
 1ST REVIEW FBC-2014 MECHANICAL
 PERMIT #16100266
 10/20/16
  
 5) M3.0: THE RTU MOUNTING DETAIL DOES NOT INDICATE HOW
 THE CURB WILL BE ATTACHED TO THE STRUCTURE, AND THERE
 ARE NO STRUCTURAL DETAILS FOR THAT ATTACHMENT ON THE
 ARCHITECTURAL OR STRUCTURAL PLAN SHEETS. PLEASE PROVIDE
 COMPLETE INSTALLATION DETAILS AND COMPLETE DESIGN
 CRITERIA- EXPOSURE CATEGORY, IMPORTANCE FACTOR, HEIGHT
 AND ADJUSTMENT COEFFICIENT, AND DESIGN PRESSURES.
  
 6) THE ENERGY COMPLIANCE FORM C402-2014 IS NOT FILLED
 OUT CORRECTLY. PLEASE REMOVE "SEE ATTACHMENT" AND
 PROVIDE THE REQUIRED AC AND HEATING SYSTEM DATA IN THE
 APPROPRIATE BOXES UNDER THE COLUMN TITLED "TYPE", AND
 THE EFFICIENCY RATINGS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-10-20 Cont ID  
Sent By ccole Date 2016-10-20 Time 11:53 Rev Time 0.00
Received By ccole Date 2016-10-20 Time 11:53 Sent To  
Notes
2016-10-20 11:56:531ST REVIEW FBC-2014 MECHANICAL
 PERMIT #16100266
 10/20/16
  
 1) SHEET M2.0: THE OUTSIDE AIR CALCULATIONS SHOW A
 SHORTAGE OF 198 CFMS FOR THE RTU'S SUPPLYING AIR TO THE
 SALES AREA.
  
 2) M1.0: PLEASE PROVIDE THE FLEX DUCT SIZES OR RELOCATE
 THE SCHEDULE ON SHEET M2.0 TO M1.0
  
 3) M1.0: THE 6" TRANSFER DUCT AT THE VESTIBULE/WORK
 ROOM IS UNDERSIZED PER SECTION 601.5.
  
 4) PROVIDE A MECHANICAL ROOF PLAN SHOWING ALL REQUIRED
 CLEARANCE DISTANCE MEASUREMENTS FROM AIR INTAKES TO
 EXHAUST OUTLETS, AND EQUIPMENT TO ROOF EDGES. A)
 CLARIFY HOW ACCESS TO THE ROOFTOP MECHANICAL EQUIPMENT
 IS BEING PROVIDED- SECTION 306.5.
  
 5) M3.0: THE RTU MOUNTING DETAIL DOES NOT INDICATE HOW
 THE CURB WILL BE ATTACHED TO THE STRUCTURE, AND THERE
 ARE NO STRUCTURAL DETAILS FOR THAT ATTACHMENT ON THE
 ARCHITECTURAL OR STRUCTURAL PLAN SHEETS. PLEASE PROVIDE
 COMPLETE INSTALLATION DETAILS AND COMPLETE DESIGN
 CRITERIA- EXPOSURE CATEGORY, IMPORTANCE FACTOR, HEIGHT
 AND ADJUSTMENT COEFFICIENT, AND DESIGN PRESSURES.
  
 6) THE ENERGY COMPLIANCE FORM C402-2014 IS NOT FILLED
 OUT CORRECTLY. PLEASE REMOVE "SEE ATTACHMENT" AND
 PROVIDE THE REQUIRED AC AND HEATING SYSTEM DATA IN THE
 APPROPRIATE BOXES UNDER THE COLUMN TITLED "TYPE", AND
 THE EFFICIENCY RATINGS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2016-12-14 Cont ID  
Sent By gjohnson Date 2016-12-14 Time 12:33 Rev Time 0.00
Received By gjohnson Date 2016-12-14 Time 12:33 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2016-11-03 Cont ID  
Sent By gjohnson Date 2016-11-03 Time 14:17 Rev Time 0.00
Received By gjohnson Date 2016-11-03 Time 13:01 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date   Cont ID  
Sent By   Date 2017-01-12 Time   Rev Time 0.00
Received By pgreilic Date 2017-01-12 Time 11:48 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 2016-12-01 Time   Rev Time 0.00
Received By pgreilic Date 2016-12-01 Time 16:40 Sent To  
Notes
2016-12-01 16:40:54PAUL GREILICH, SENIOR PLANNER
 (561)-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2016-10-31 Cont ID  
Sent By pgrehic Date 2016-10-31 Time   Rev Time  
Received By   Date 2016-10-31 Time   Sent To  
Notes
2016-10-31 16:38:40PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]


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