Plan Review Details - Permit 16051290
Plan Review Stops For Permit 16051290
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2016-11-07 Cont ID  
Sent By jwitmer Date 2016-11-07 Time 16:48 Rev Time 0.00
Received By jwitmer Date 2016-11-07 Time 16:06 Sent To  
Notes
2016-11-07 16:28:18BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16051290
 ADD: 701 S. ROSEMARY AVE. SUITE : 101
 CONT: TBD/ TO BE DETERMINED
 TEL: 856-6655/ NEYITA LEIVA
 E-MAIL:
  
 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.
  
 5TH REVIEW
 DATE: MON. NOV. 07/ 2016
 ACTION: PASSED
  
 1) RESPONSE COMMENTS INDICATE THAT WINDOWS AND DOORS
 ARE TO BE UNDER SEPARATE PERMIT WITH ASSOCIATED FEES
 AND REVIEW. NOT INCLUDED IN THE MAIN PERMIT.
  
 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 4 Status F Date 2016-10-29 Cont ID  
Sent By jwitmer Date 2016-10-29 Time 11:01 Rev Time 0.00
Received By jwitmer Date 2016-10-29 Time 11:01 Sent To  
Notes
2016-10-29 11:03:11BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16051290
 ADD: 701 S. ROSEMARY AVE. SUITE : 101
 CONT: TBD/ TO BE DETERMINED
 TEL: 856-6655/ NEYITA LEIVA
 E-MAIL: [email protected]
  
 FAILED, SEE ZONING COMMENTS NEW SHEETS WILL BE ADDED,
 TO BE REVIEWED AND STAMPED AT THAT TIME.NO ISSUE WITH
 CURRENT PLANS.
  
  
 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]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-10-13 Cont ID  
Sent By jwitmer Date 2016-10-13 Time 08:46 Rev Time 0.00
Received By jwitmer Date 2016-10-13 Time 07:32 Sent To  
Notes
2016-10-13 08:46:23BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16051290
 ADD: 701 S. ROSEMARY AVE. SUITE : 101
 CONT: TBD/ TO BE DETERMINED
 TEL: 856-6655/ NEYITA LEIVA
 E-MAIL:
  
 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. OCT. 13/ 2016
 ACTION: DENIED
  
 1) PLANS APPEAR TO BE CODE COMPLIANT, PAGES WILL NEED
 TO BE UPDATED TO COMPLY WITH ZONING REQUIREMENTS. 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.
  
 2) RESPONSE COMMENTS INDICATE THAT WINDOWS AND DOORS
 ARE TO BE UNDER SEERATE PERMIT WITH ASSOICATED FEES AND
 REVIEW. NOT INCLUDED IN THE MAIN PERMIT.
  
 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 2016-08-13 Cont ID  
Sent By jwitmer Date 2016-08-13 Time 14:15 Rev Time 0.00
Received By jwitmer Date 2016-08-13 Time   Sent To  
Notes
2016-08-05 07:09:1008/01/2016 NO PLAN IN CUBICLE< NOT SIGNED
 OUT!!!!!!!!!!!!!!!!!!!!!!!!!!
 08/05/2016 NO PLAN IN CUBICLE< NOT SIGNED
 OUT!!!!!!!!!!!!!!!!!!!!!!!!!!
 08/10/2016 NO PLAN IN CUBICLE< NOT SIGNED
 OUT!!!!!!!!!!!!!!!!!!!!!!!!!!!
  
 BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16051290
 ADD: 701 S. ROSEMARY AVE. SUITE : 101
 CONT: TBD/ TO BE DETERMINED
 TEL: 856-6655/ NEYITA LEIVA
 E-MAIL:
  
 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: SAT. AUGUST 13/ 2016
 ACTION: DENIED
  
 NOTICE: NEXT REVIEW CYCLE PLEASE CORRELATE SHEETS SO
 THEY WILL BE IN ORDER SHEETS S-3.0 AND S-3.1 ARE OUT OF
 ORDER AT THE BACK OF THE PLANS!!!!!1
  
  
 1-5) COMPLIED.
  
 6A) 2ND REQUEST. THE A-8.0 SHEET HAS BEEN REVISED BUT
 THE ARCHITECTURAL SHEET FOR THIS DETAIL AND THE
 STRUCTURAL SHEETS S-3.0 FOR THE SAME ISSUES DO NOT
 MATCH THE MATERIAL TO BE INSTALLED.
 DISCREPANCY IN PLANS, 107.2.1.3. ADDITIONAL INFORMATION
 REQUIRED.
 1ST ROUND OF COMMENT. SHEET A-8.0 DETAILS SHOW THE USE
 OF STEEL TUBES IN THE HEADER AND SILL DESIGN WHERE AS
 THE STRUCTURAL SHEET S-3.0 DETAIL # 1 SHOWS THE USE OF
 A CONCRETE SILL AND CONCRETE LINTEL AND STEEL.
 DISCREPANCY IN PLANS, 107.2.1.3. ADDITIONAL INFORMATION
 REQUIRED.
  
 6B) COMPLIED.
  
 7-8) DEFERRED SUBMITTALS: 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
 (G) ROOF TOP CURBS, PRE-ENGINEERED A/C STANDS
  
 8) 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.
  
 9) 2ND REQUEST. PROVIDE ENGINEERED DETAILS FOR MOUNTING
 OACU-1 CURB TO THE ROOF STRUCTURE AND THE UNIT TO THE
 CURB. SHEET S-2.2 INDICATES DETAILS FOR OACU-1, &
 OACU-2 FOUND ON SHEET S3.1 SEE DETAIL # 1 CUT SECTION
 THAT SHOWS THE ADDITIONAL ROOF FRAMING REQUIRED. NOTE
 CURB MOUNTED CONDENSING UNITS SEE MECH. DRAWINGS. SHEET
 M7.2 CURB ROOF DETAILS. IN THE DETAIL THERE IS A
 SPECIAL NOTE. FOR BOTH THE ATTACHMENT OF THE CURB TO
 THE ROOF FRAMING AND THE UNIT TO THE CURB TO BE
 DETERMINED AND VERIFIED BY THE STRUCTURAL ENGINEER.
 ADDITIONAL ENGINEERING CALS. DATED JULY 22/ 2016 PAGES
 1-5 C & C ROOF TOP EQUIPMENT AND PAGE 6 REACTIONS DUE
 TO WIND OVERTURNING ON THE CU EQUIPMENT. THE
 CALCULATIONS FOR THE LOADS TO BE RESISTED ARE THERE BUT
 NOT THE ATTACHMENT METHOD TO RESIST THE LOADS FOR THE
 CURB TO THE ROOF FRAMING MEMBERS NOR THE ROOF TOP UNIT
 TO THE CURB!!!!!!
  
 COMMENT FROM THE 1ST REVIEW CYCLE. PROVIDE ENGINEERED
 DETAILS FOR MOUNTING OACU-1 CURB TO THE ROOF STRUCTURE
 AND THE UNIT TO THE CURB.
 2014 FBC-B 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.
  
 10) 2ND REQUEST. PLEASE INDICATE IF THIS PERMIT IS FOR
 A CHANGE OF OCCUPANCY TO AN A2 OCCUPANCY. IF SO PLANS
 ARE TO BE SUBMITTED TO P.B.C. IMPACT FEE OFFICE FOR
 IMPACT FEE ASSESSMENT.
  
 11) 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 2016-06-15 Cont ID  
Sent By jwitmer Date 2016-06-15 Time 08:02 Rev Time 0.00
Received By jwitmer Date 2016-06-14 Time 13:31 Sent To  
Notes
2016-06-15 08:02:28BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16051290
 ADD: 701 S. ROSEMARY AVE. SUITE : 101
 CONT: TBD/ TO BE DETERMINED
 TEL: 856-6655/ NEYITA LEIVA
 E-MAIL:
  
 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: TUES. JUNE 14/ 2016
 ACTION: DENIED
  
 1) AN-1.0 PROJECT INFORMATION/ CODE REFERENCES
 1A) 2001/2004 W. P. B. AMENDMENTS ARE NO LONGER IN
 AFFECT, THEY SUNDOWN WITH THE ADOPTION OF THE NEWLY
 ADOPTED W. P. B. AMENDMENTS. 2010 W. P. B. AMENDMENTS
 ARE STILL IN AFFECT.
  
 1B) THE UNSAFE BUILDING ABATEMENT CODE: IS A P. B.
 COUNTY CODE NOT A CITY OF WEST PALM BEACH ORDINANCE.
  
 1C) ULDC ARTICLE 18 FLOOD DAMAGE PREVENTION IS ALSO A
 PALM BEACH COUNTY DOCUMENT THAT DOES NOT PERTAIN TO THE
 CITY OF WEST PALM BEACH. THIS JOBSITE IS NOT LOCATED IN
 AN A FLOOD ZONE.
  
 1D) THE CODE REFERENCE FORM THE 2014 FBC-B FIGURE 1609C
 ULTIMATE WIND SPEEDS RISK CATEGORY I BUILDINGS. PLEASE
 NOTE THIS WIND DESIGN OF 160 VULT IS FOR BUILDINGS SUCH
 AS AGRICULTURAL OUT BUILDINGS (BARNS), MINOR STORAGE
 BUILDINGS AND SCREEN ENCLOSURES, 2014 FBC-B TABLE
 1604.5. RISK CATEGORY OF BUILDINGS AND OTHER
 STRUCTURES. THIS BUILDINGS RISK CATEGORY SHOULD BE RISK
 CATEGORY II, FIGURE 1609B AND A VULT WIND SPEED OF 170
 VULT. THE STRUCTURAL SHEET S-1.0 DOES HAVE THE CORRECT
 WIND DESIGN CRITERIA.
  
 2) THE DETAILS ON SHEET S-3.0 DETAILS 2 & 3 BOTH
 INDICATE THE USE OF POLYSTYRENE STRUCTURAL FOAM. THE
 SUBMITTED DETAILS ONLY SHOW THE FOAM BEING ENCASED IN
 ONE DIRECTION. PLEASE PROVIDE A CROSS SECTION 90
 DEGREES OF THOSE SHOWN, SHOWING THE FOAM BEING FULLY
 ENCASED BY THE CONCRETE, SEE FBC-B 2603.4.1.1.
  
 3A) SHEETS AN-3.0, A-2.1 & A-5.0 ALL OF THESE SHEETS
 SHOW THE FLOOR PLAN WITH THE FURNITURE, NONE SHOW
 COMPLIANCE WITH THE 2014 FBC-ACCESS. CODE SECTION 226.1
 GENERAL. WHERE DINING SURFACES ARE PROVIDED FOR THE
 CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE
 SEATING SPACES AND STANDING SPACES AT THE DINING
 SURFACES SHALL COMPLY WITH 902.
  
 3B) SHEETS AN-3.0, A-2.1 & A-5.0 ALL OF THESE SHEETS
 SHOW THE FLOOR PLAN WITH THE FURNITURE, NONE SHOW
 COMPLIANCE WITH THE 2014 FBC-ACCESS. CODE SECTION 226.2
 DISPERSION. DINING SURFACES AND WORK SURFACES REQUIRED
 TO COMPLY WITH 902 SHALL BE DISPERSED THROUGHOUT THE
 SPACE OR FACILITY CONTAINING DINING SURFACES AND WORK
 SURFACES. PLEASE NOTE INCLUDE THE SEASONAL SEATING AS
 WELL AS THE SEATING AT FN-13.
  
 3C) SHEETS AN-3.0, A-2.1 & A-5.0 ALL OF THESE SHEETS
 SHOW THE FLOOR PLAN WITH THE FURNITURE, NONE SHOW
 COMPLIANCE WITH THE 2014 FBC-ACCESS. CODE SECTIONS:
 3C)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 3C)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND
 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
  
 4) SHEET A-7.4 SHOWS THE LAYOUT OF THE SMALL CAF?.
 DETAIL (8) AN ELEVATION SHOWS AN ELEVATION OF 3 FT. 6
 INCHES FOR THE BAR SEATING, BUT THE DETAIL FOR THE
 ACCESSIBLE SEATING DOES NOT SHOW THE HEIGHT OF THE
 ACCESSIBLE TOP. PLEASE SHOW COMPLIANCE WITH 2014
 FBC-ACCESS. CODE 902.3 HEIGHT. THE TOPS OF DINING
 SURFACES AND WORK SURFACES SHALL BE 28 INCHES (710 MM)
 MINIMUM AND 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
  
 5) SHEET A7.1 DETAIL # 6 RAMP ELEVATION & HANDRAILS.
 THE HANDRAILS ARE MISSING THE HORIZONTAL EXTENSION AT
 THE TOP AND BOTTOM OF THE RAMP. SEE THE 2014
 FBC-ACCESS. CODE 505.10.1 & FIGURE 505.10.1.
  
 6A) SHEET A-8.0 DETAILS SHOW THE USE OF STEEL TUBES IN
 THE HEADER AND SILL DESIGN WHERE AS THE STRUCTURAL
 SHEET S-3.0 DETAIL # 1 SHOWS THE USE OF A CONCRETE SILL
 AND CONCRETE LINTEL AND STEEL. DISCREPANCY IN PLANS,
 107.2.1.3. ADDITIONAL INFORMATION REQUIRED.
  
 6B) SHEET S-3.0 DETAIL # 1 INDICATES THE USE OF A
 LINTEL WITH CONCRETE W NUMBER 4 STIRRUPS AT 4 INCHES ON
 CENTER, W 2 # 5S ON TOP AND BOTTOM. IS THIS A
 PRE-MANUFACTURED LINTEL, OR A POUR IN PLACE BEAM?
 107.2.1.3. ADDITIONAL INFORMATION REQUIRED.
  
 7) 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
 (G) ROOF TOP CURBS, PRE-ENGINEERED A/C STANDS
  
 8) 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.
  
 9) PROVIDE ENGINEERED DETAILS FOR MOUNTING OACU-1 CURB
 TO THE ROOF STRUCTURE AND THE UNIT TO THE CURB.
 2014 FBC-B 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.
  
 9) PLEASE INDICATE IF THIS PERMIT IS FOR A CHANGE OF
 OCCUPANCY TO AN A2 OCCUPANCY. IF SO PLANS ARE TO BE
 SUBMITTED TO P.B.C. IMPACT FEE OFFICE FOR IMPACT FEE
 ASSESSMENT.
  
 10) 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 3 Status P Date 2016-11-10 Cont ID  
Sent By vperez Date 2016-11-10 Time 07:50 Rev Time 0.00
Received By vperez Date 2016-11-10 Time 07:50 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-08-12 Cont ID  
Sent By vperez Date 2016-08-12 Time 11:36 Rev Time 0.00
Received By vperez Date 2016-08-12 Time 11:36 Sent To  
Notes
2016-08-09 09:34:37COULD NOT FIND PLANS. PACKET IN BIN C38 IS INCOMPLETE.
 ITEMS RETURNED TO BIN.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-06-23 Cont ID  
Sent By vperez Date 2016-06-23 Time 08:17 Rev Time 0.00
Received By vperez Date 2016-06-22 Time 13:24 Sent To  
Notes
2016-06-23 09:00:48INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 COMMENTS:
  
 1. GENERAL NOTES- 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. PROVIDE A NOTE/SIGN TO INDICATE THE REQUIREMENTS NEC
 110.24 THE MAX. AVAILABLE FAULT CURRENT SHALL BE
 DURABLY MARKED AND DATED ON ALL ELECTRICAL APPARATUS
 AND NEC 110.16 ARC-FLASH HAZARD WARNING LABELS
 REQUIRED.
 3. PER FBC EC 405.7.3- SHOW VOLTAGE DROP CALCULATIONS
 FOR FEEDERS AND BRANCH CIRCUITS.
 4. PER FBC EC 405.7- 50% OF ALL RECEPTACLES 125V, 15
 AND 20A MUST BE AUTOMATICALLY CONTROLLED WHERE
 INSTALLED IN PRIVATE OFFICES, OPEN OFFICES, AND
 COMPUTER CLASSROOMS. THIS INCLUDES THOSE INSTALLED IN
 MODULAR PARTITIONS. SHOW COMPLIANCE.
 5. PROVIDE A NOTE TO COMPLY WITH TAP RULES ON RISER
 DIAGRAM AT THE INTERIOR OF ELECTRICAL ROOM PER NEC
 240.21. A NOTE WILL SUFFICE.
 6. PLEASE DELETE REFERENCE TO CITY OF MIAMI COMPLIANCE
 AND SHOW WPB COMPLIANCE.
 7. 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 3 Status P Date 2016-11-16 Cont ID  
Sent By wjolin Date 2016-11-16 Time 10:17 Rev Time 0.00
Received By wjolin Date 2016-11-16 Time 10:17 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-07-28 Cont ID  
Sent By wjolin Date 2016-07-28 Time 12:58 Rev Time 0.00
Received By wjolin Date 2016-07-28 Time 12:52 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2016-06-01 Cont ID  
Sent By wjolin Date 2016-06-01 Time 11:09 Rev Time 0.00
Received By wjolin Date 2016-06-01 Time 10:34 Sent To  
Notes
2016-06-01 11:09:11701 SOUTH ROSEMARY AVENYE SUITE 101
 PERMIT #16051290
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 *****PROVISO*****
  
 PROVIDE A LIFE SAFETY PLAN SHOWING OCCUPANT LOADS AND
 REQUIRED EXITS. COORDINATE THE REQUIRED EXITS WITH THE
 ELECTRICAL ENGINEER AS ALL EXTERIOR DOORS APPEAR TO
 HAVE ILLUMINTED EXIT SIGNS. ALL EXTERIOR DOORS NOT
 FUNCTIONING AS EXITS SHALL BE PERMANENTLY MARKED AND
 CLEARLY INDICATED AS, "NOT AN EXIT."
  
 DOOR #115 DOES NOT APPEAR TO BE EQUIPPED WITH PANIC
 HARDWARE.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2016-11-16 Cont ID  
Sent By cpuell Date 2016-11-16 Time 14:45 Rev Time 0.00
Received By cpuell Date 2016-11-01 Time 10:56 Sent To  
Notes
2016-11-02 10:56:33C34
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-10-29 Cont ID  
Sent By jwitmer Date 2016-10-29 Time 11:03 Rev Time 0.00
Received By jwitmer Date 2016-10-13 Time 16:02 Sent To  
Notes
2016-10-13 16:02:57C34
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-10-13 Cont ID  
Sent By jwitmer Date 2016-10-13 Time 08:46 Rev Time 0.00
Received By jwitmer Date 2016-09-16 Time 13:10 Sent To  
Notes
2016-09-19 13:10:40C34
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-08-22 Cont ID  
Sent By gjohnson Date 2016-08-22 Time 14:46 Rev Time 0.00
Received By gjohnson Date 2016-07-26 Time 15:57 Sent To  
Notes
2016-07-26 15:58:03C38
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-06-23 Cont ID  
Sent By vperez Date 2016-06-23 Time 09:00 Rev Time 0.00
Received By vperez Date 2016-06-23 Time 09:00 Sent To  
Notes
2016-05-31 14:07:49C38
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status N Date 2016-10-13 Cont ID  
Sent By jwitmer Date 2016-10-13 Time 07:51 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2016-10-13 07:52:21PLANS STAMPED BY P. B. COUNTY IMPACT FEE OFFICE, NO
 FEES DUE.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2016-08-13 Cont ID  
Sent By jwitmer Date 2016-08-13 Time 14:00 Rev Time 0.00
Received By jwitmer Date 2016-08-05 Time 07:03 Sent To  
Notes
2016-08-13 14:06:14BEFORE 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 2016-06-15 Cont ID  
Sent By jwitmer Date 2016-06-15 Time 08:02 Rev Time 0.00
Received By jwitmer Date 2016-06-15 Time 08:02 Sent To  
Notes
2016-06-15 08:03:15BEFORE 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 2016-09-28 Cont ID  
Sent By ccole Date 2016-09-28 Time 15:24 Rev Time 0.00
Received By ccole Date 2016-09-28 Time 12:27 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-08-11 Cont ID  
Sent By ccole Date 2016-08-11 Time 11:58 Rev Time 0.00
Received By ccole Date 2016-08-05 Time 10:26 Sent To  
Notes
2016-08-05 10:26:308/5/16
 RE-SUBMITTED PLANS ARE MISSING.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
 2ND REVIEW FBC-2014 MECHANICAL
 PERMIT #16051290
 8/11/16
  
 1) THE ENERGYGAUGESUMMIT SUBMITTAL DOES NOT INCLUDE
 COMPLIANCE DATA FOR THE WATER HEATER OR THE CHILLED
 WATER PIPING AND INSULATION.
  
 2) REFER TO COMMENT #4 FROM THE 1ST REVIEW AND SUBMIT
 MANUFACTURER'S SPECIFICATIONS FOR THE CONVECTION OVEN.
 PROVIDE EXHAUST AS REQUIRED BY SECTION 507.2.2 AND
 TABLE 6-4 ASHRAE 62.1-2010.
  
 3) COMMENT #8 FROM THE 1ST REVIEW STILL EXISTS-
 ENGINEERED DETAILS FOR INSTALLATION OF OACU-1 & 2 NOT
 SHOWN ON THE PLAN, ALTHOUGH STRUCTURAL CALCULATIONS
 HAVE BEEN SUBMITTED FOR REVIEW. THE REQUESTED
 MIAMI-DADE ROOF STAND NOA NOT SUBMITTED.
  
 4) COMMENT #11 FROM THE 1ST REVIEW STILL EXISTS. AS
 PREVIOUSLY REQUESTED PROVIDE THE FLEX DUCT SIZES ON THE
 PLAN, OR RELOCATE THE AIR DISTRIBUTION AND FLEX DUCT
 SCHEDULE TO THE M2.1 PLAN SHEET (MECHANICAL DUCTWORK
 PLAN).
  
 5) PROVIDE SUBMITTALS FOR ALL PIPING INSULATIONS TO BE
 INSTALLED IN THE RETURN PLENUM, AND PLACE A NOTE ON
 M2.1 INDICATING THE AREA ABOVE THE CEILING IS A RETURN
 PLENUM- SEE SECTION 602.
  
 6) M2.1: PROVIDE NOTES OR DETAILS TO INDICATE HOW
 SERVICE ACCESS TO ALL ABOVE CEILING MECHANICAL
 EQUIPMENT WILL BE PROVIDED- SECTION 306.1.
  
 7) M2.1 & A1.0: REFER TO SECTION C403.2.7.3 AND TABLE
 C403.2.7.2 FBC-14 ENERGY CONSERVATION, AND SHOW
 COMPLIANCE FOR THE REQUIRED CONTINOUS AIR BARRIER
 FORMING THE ABOVE CEILING RETURN PLENUM.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-06-02 Cont ID  
Sent By ccole Date 2016-06-02 Time 08:04 Rev Time 0.00
Received By ccole Date 2016-06-02 Time 08:04 Sent To  
Notes
2016-06-02 08:05:481ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #16051290
 6/1/16
  
 1) PROVIDE ENERGY CALCULATIONS IN COMPLIANCE WITH
 SECTIONS C101.4.4 AND C401.2 FBC-14 ENERGY
 CONSERVATION.
  
 2) PROVIDE AC CALCULATIONS FOR THE MINI-SPLITS AND THE
 SCOP RATING OF AC-5 I N THE IT ROOM- SEE TABLE
 C403.2.3(10).
  
 3) IT DOES NOT APPEAR THAT ADEQUATE HEATING IS BEING
 SUPPLIED TO ALL ROOMS AND SPACES BASED ON THE AC
 CALCULATIONS, AND THE EQUIPMENT SCHEDULES. PLEASE
 CLARIFY WHY MANY OF THE WT BOXES ARE NOT EQUIIPPED WITH
 HEAT- REFER TO SECTION 309.1 FBC-14 MECHANICAL.
  
 4) TYPE II HEAT HOODS ARE REQUIRED FOR THE CONVECTION
 OVENS IN THE CAFE- SEE SECTION 507.2.2 AND REVISE THE
 PLAN ACCORDINGLY. SEE ALSO TABLE 6-4 ASHRAE 62.1- 2010
 WHICH REQUIRES AN EXHAUST RATE OF 0.30 CFMS PER SF.
 FPOR KITCHENETTES.
  
 5) THE EXHAUST DUCT FROM THE JANITOR'S CLOSET SHALL NOT
 CONNECT INTO THE MAIN DUCT SERVING THE RESTROOMS-
 SECTION 501.2
  
 6) THE RESTOOM EXHAUST FANS MUST HAVE A MINIMUM
 CAPACITY OF 140 CFMS EACH IN ACCORDANCE WITH TABLE
 403.3.
  
 7) PROVIDE AN EXHAUST VENTILATION CALCULATION FOR THE
 MULTI- FUNCTION ROOM, AND CLARIFY THE NEED FOR THE
 EXHAUST SYSTEM IN THE ROOM (WHAT WORK IS BEING
 CONDUCTED IN THE ROOM THAT REQUIRES EXHAUST?). SHOW THE
 EXHAUST DUCT RUN AND TERMINATION LOCATION.
  
 8) PROVIDE ENGINEERED DETAILS FOR MOUNTING THE OACU-1
 CURB TO THE ROOF STRUCTURE AND THE UNIT TO THE CURB-
 SECTION 301.15. SUBMIT TWO COPIES OF THE MIAMI-DADE NOA
 FOR THE CONDENSER STANDS APPROVED WITH SIGNATURE BY THE
 STRUCTURAL EOR.
  
 9) PROVIDE BPD AND WT BOX INSTALLATION DETAILS.
  
 10) PROVIDE SPECIFICATIONS FOR THE CHILLED WATER PIPING
 AND PIPE INSULATION.
  
 11) SHEET M2.1: FLEX DUCT SIZES NOT SHOWN ON THE PLAN.
 A) PROVIDE A FIRE DAMPER FOR THE EXHAUST DUCT
 PENETRATING THE CORRIDOR WALL- SECTION 607.5.2.
  
 12) M7.2: PROVIDE A DUCT SMOKE DETECTOR IN THE RETURN
 AIR DUCT SHOWN IN THE CARRIER CONTROLS DIAGRAM- SECTION
 606.2.1.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2016-10-12 Cont ID  
Sent By gjohnson Date 2016-10-12 Time 13:52 Rev Time 0.00
Received By gjohnson Date 2016-10-12 Time 13:52 Sent To  
Notes
2016-10-12 13:53:25APPROVED WITH PROVISO
  
 PLUMBING PROVISO:
 FOR THE DELETION OF GREASE INTERCEPTOR, MUST BE
 APPROVED BY BUILDING OFFICIAL.
 1. PROVIDE TWO COPIES OF A LETTER FROM THE OWNER OR
 ARCHITECT STATING THERE WILL BE NO GREASE LADEN WASTE
 PRODUCED FROM COOKING OR CLEANING OF UTENSILS.
 2. PROVIDE TWO COPIES OF MENU
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-08-22 Cont ID  
Sent By gjohnson Date 2016-08-22 Time 14:34 Rev Time 0.00
Received By gjohnson Date 2016-08-22 Time 12:55 Sent To  
Notes
2016-08-22 14:45:321ST REVIEW
  
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
  
 PLUMBING COMMENTS:
  
 1) GREASE INTERCEPTOR'S NOT VENTED PER MANUFACTURE
 INSTALLATION SPECIFICATIONS PLEASE CLARIFY. PER WPB
 AMEND TO FBC 107.2.1
  
 2) AUTOMATIC GREASE INTERCEPTOR IS SHOWN BELOW GRADE
 THIS MODEL IS REQUIRED TO BE MOUNTED ABOVE GRADE PLEASE
 CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 4) 2ND REQUEST THE OCCUPANT LOAD CALCULATIONS SHOW AN
 OCCUPANT LOAD OF 153 PERSONS AND THE PLUMBING FIXTURE
 REQUIREMENTS NOTES 297 PERSONS. CLARIFY.
  
 6) 2ND REQUEST SUBMIT FACTORY SIZING CALCULATIONS FOR
 THE GREASE TRAP & GREASE INTERCEPTOR. YOU CAN CONTACT
 LEE SCHNEEWEISS WITH SCHIER AT 1-800-538-4792. 2014
 FBC-PLUMBING SEC.1003.2.
  
  
 10) 2ND REQUEST SHT. P5.1 - THE SANITARY RISER SHOWS AN
 UNVENTED SINK (SK-1) DRAINING INTO THE TOP OF THE
 INTERCEPTOR.CLARIFY.
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-06-22 Cont ID  
Sent By tklarge Date 2016-06-22 Time 05:51 Rev Time 0.00
Received By tklarge Date 2016-06-16 Time 12:30 Sent To  
Notes
2016-06-21 10:49:471) SHT. AN-1.0 - CODE REFERENCES - REFERENCE IS MADE TO
 THE 2001 WPB AMENDMENTS TO FBC. REVISE TO READ 2014
 AMENDMENTS.
 2) SHT.AN-3.0 - PLUMBING FIXTURE REQUIREMENTS - REFER
 TO TABLE 403.1 OF 2014 FLORIDA PLUMBING CODE.
 3) IDENTIFY THE DIFFERENT OCCUPANCY AREAS ON THE PLAN.
 4) THE OCCUPANT LOAD CALCULATIONS SHOW AN OCCUPANT LOAD
 OF 153 PERSONS AND THE PLUMBING FIXTURE REQUIREMENTS
 NOTES 297 PERSONS. CLARIFY.
 5) THE WATER FILTRATION SYSTEM SHALL BE PROTECTED
 AGAINST CONTAMINATION PER 2014 FBC SEC.608.3.
 6) SUBMIT FACTORY SIZING CALCULATIONS FOR THE GREASE
 TRAP & GREASE INTERCEPTOR. YOU CAN CONTACT LEE
 SCHNEEWEISS WITH SCHIER AT 1-800-538-4792. 2014
 FBC-PLUMBING SEC.1003.2.
 7) IS THIS A CHANGE OF OCCUPANCY? INDICATE ON THE
 PLANS. IF SO, ADDITIONAL REVIEW COMMENTS MAY BE
 GENERATED.
 8) SHT. A-7.3 - THE ACCESSIBLE URRINAL SHALL BE MOUNTED
 WITH THE RIM LOCATED AT 17 INCHES ABOVE FINISH FLOOR,
 NOT 1'-7" AS SHOWN. 2014 FAC SEC. 605.2.
 9) GRAB BARS SHALL BE MEASURED TO THE TOP OF THE
 GRIPPING SURFACE PER THE 2014 FAC SEC. 609.4.
 10) SHT. P5.1 - THE SANITARY RISER SHOWS AN UNVENTED
 SINK (SK-1) DRAINING INTO THE TOP OF THE
 INTERCEPTOR.CLARIFY.
 11) THE DISCHARGE OF THE INTEERCEPTORS ARE SHOWN AS
 INDIRECCT WASTES ON BOTH INTERCEPTORS. CLARIFY.ALSO,
 CLARIFY THE INLET CONNECTION TO THE AUTOMATIC GREASE
 INTERCEPTOR.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop Z ZONING
Rev No 5 Status P Date 2016-11-10 Cont ID  
Sent By eschneid Date 2016-11-10 Time 12:11 Rev Time 1.00
Received By eschneid Date 2016-11-10 Time 09:09 Sent To  
Notes
2016-11-10 12:12:03PASSED W/PROVISO
  
 1) PROVISO: PRIOR TO FIRST INSPECTION, SUBMIT A
 REVISION TO SHEET A-6.0, VIA A PERMIT REVISION, WHICH
 INCLUDES THE PAINT MANUFACTURER, COLOR SELECTIONS AND
 LOCATIONS FOR THE EXTERIOR FACADE SO THAT STAFF CAN
 VERIFY COMPLIANCE WITH THE CITYPLACE DESIGN GUIDELINES.
 THE RESPONSE LETTER STATES THAT THE CURRENT SHEET A-6.0
 INCLUDES THIS INFORMATION, YET IT DOES NOT.THE BRAND
 AND NAMES OF THE PAINT COLORS THAT YOU WILL BE USING.
 THE RESPONSE COMMENTS STATE THAT CITYPLACE APPROVED THE
 PAINT, BUT THE PLANS DID NOT INCLUDE THE SPECIFICS.
  
 2) SEPARATE PERMITS, WITH PLANS REQUIRED FOR:
  
 A. AWNINGS - PLEASE NOTE: THE CITYPLACE MASTER SIGN
 PLAN REQUIRES THAT ALL AWNINGS AT STREET LEVEL REQUIRE
 AN EIGHT (8) INCH VALANCE, NOT THE SIX (6) INCHES AS
 SHOWN. COMPLIANCE WITH THIS STANDARD WILL BE VERIFIED
 AT THE TIME OF THE BUILDING PERMIT SUBMITTAL FOR THE
 AWNINGS.
 B. SIGNS
 C. EXTERIOR PAVER WORK
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
Review Stop Z ZONING
Rev No 4 Status F Date 2016-10-25 Cont ID  
Sent By eschneid Date 2016-10-25 Time 11:15 Rev Time 1.00
Received By eschneid Date 2016-10-25 Time 10:01 Sent To  
Notes
2016-10-25 11:15:29FAILED
  
 PLEASE PROVIDE RESPONSES TO THE FOLLOWING IN WRITING.
  
 1) REVISED COMMENT: THE MAJORITY OF THE ARCHITECTURAL
 SHEETS WERE NOT UPDATED TO REFLECT THAT THE OKEECHOBEE
 BOULEVARD FACADE AND THE CORNER TOWER ARE REMAINING IN
 THE CURRENT CONFIGURATION. CORRECT ALL SHEETS TO
 ACCURATELY REFLECT THE SCOPE OF WORK. THE FOLLOWING
 SHEETS WERE NOT CORRECTED ? A-1.0, A-1.1, A-2.0, A-2.1,
 A-3.0, A-4.0, A-4.1, A-5.0, A-5.1, A-7.1, A-7.7, AND
 A-9.0. NOTE: THE LOCATIONS OF ITEMS SHOWN ON THE
 ELECTRIC SHEETS (LIGHTS, JUNCTION BOXES, ETC.) MAY BE
 IMPACTED BY THE FACADE REMAINING IN ITS CURRENT
 CONFIGURATION.
  
 2) REPEAT COMMENT: PLEASE PROVIDE THE BRAND AND NAMES
 OF THE PAINT COLORS THAT YOU WILL BE USING. THE
 RESPONSE COMMENTS STATE THAT CITYPLACE APPROVED THE
 PAINT, BUT THE PLANS DID NOT INCLUDE THE SPECIFICS.
  
 3) SEPARATE PERMITS, WITH PLANS REQUIRED FOR:
  
 A. AWNINGS - PLEASE NOTE THAT THE CITYPLACE MASTER SIGN
 PLAN REQUIRES THAT AWNINGS ON THE STREET LEVEL SHALL
 HAVE A MINIMUM CLEARANCE OF EIGHT (8) FEET FROM THE
 FINISHED FLOOR ELEVATION TO THE LOWEST POINT OF THE
 AWNING. THE SUBMITTED PLANS DO NOT VERIFY THIS
 REQUIREMENT. PLEASE BE AWARE THAT A GRADE CHANGE IS
 SHOWN ON OKEECHOBEE BOULEVARD, WHICH MAY AFFECT THIS
 REQUIREMENT. ADDITIONALLY, THE AWNINGS ARE SHOWN
 EXTENDING ONLY THREE (3) FEET FROM THE BUILDING, NOT
 THE FOUR (4) FEET REQUIRED BY THE CITYPLACE MASTER SIGN
 PLAN. THIS REQUIREMENT MAY BE WAIVED BY CITYPLACE
 RETAIL, IN WRITING, AT THE TIME OF THE BUILDING PERMIT
 SUBMITTAL FOR THE AWNINGS.
 B. SIGNS
 C. EXTERIOR PAVER WORK
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
Review Stop Z ZONING
Rev No 3 Status F Date 2016-10-04 Cont ID  
Sent By eschneid Date 2016-10-04 Time 11:24 Rev Time 1.00
Received By eschneid Date 2016-09-30 Time 09:31 Sent To  
Notes
2016-10-04 11:26:00FAILED
  
 PLEASE PROVIDE RESPONSES TO THE FOLLOWING IN WRITING.
  
 1) THE DEMOLITION PLAN (SHEET A-0.0) WAS NOT UPDATED
 AND STILL SHOWS THE DEMOLITION OF THE DOORWAY AND
 WINDOWS ON THE OKEECHOBEE BOULEVARD FA?ADE AND THE
 CORNER TOWER ELEMENT. THE MAJORITY OF THE ARCHITECTURAL
 SHEETS WERE NOT UPDATED TO REFLECT THAT THE OKEECHOBEE
 BOULEVARD FA?ADE AND THE CORNER TOWER ARE REMAINING IN
 THE CURRENT CONFIGURATION. PROVIDE A REVISED DEMOLITION
 PLAN AND UPDATE ALL SHEETS TO ACCURATELY REFLECT THE
 SCOPE OF WORK.
  
 2) PLEASE PROVIDE THE BRAND AND NAMES OF THE PAINT
 COLORS THAT YOU WILL BE USING. THE RESPONSE COMMENTS
 STATE THAT CITYPLACE APPROVED THE PAINT, BUT THE PLANS
 DID NOT INCLUDE THE SPECIFICS.
  
 3) SEPARATE PERMITS, WITH PLANS REQUIRED FOR:
  
 A. AWNINGS - PLEASE NOTE THAT THE CITYPLACE MASTER SIGN
 PLAN REQUIRES THAT AWNINGS ON THE STREET LEVEL SHALL
 HAVE A MINIMUM CLEARANCE OF EIGHT (8) FEET FROM THE
 FINISHED FLOOR ELEVATION TO THE LOWEST POINT OF THE
 AWNING. THE SUBMITTED PLANS DO NOT VERIFY THIS
 REQUIREMENT. PLEASE BE AWARE THAT A GRADE CHANGE IS
 SHOWN ON OKEECHOBEE BOULEVARD, WHICH MAY AFFECT THIS
 REQUIREMENT. ADDITIONALLY, THE AWNINGS ARE SHOWN
 EXTENDING ONLY THREE (3) FEET FROM THE BUILDING, NOT
 THE FOUR (4) FEET REQUIRED BY THE CITYPLACE MASTER SIGN
 PLAN. THIS REQUIREMENT MAY BE WAIVED BY CITYPLACE
 RETAIL, IN WRITING, AT THE TIME OF THE BUILDING PERMIT
 SUBMITTAL FOR THE AWNINGS.
 B. SIGNS
 C. EXTERIOR PAVER WORK
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
Review Stop Z ZONING
Rev No 2 Status F Date 2016-08-16 Cont ID  
Sent By eschneid Date 2016-08-16 Time 08:33 Rev Time 1.00
Received By eschneid Date 2016-08-15 Time 09:08 Sent To  
Notes
2016-08-16 09:01:52FAILED
  
 PLEASE PROVIDE RESPONSES TO THE FOLLOWING IN WRITING.
  
 1) REPEAT COMMENT: PRIVACY WINDOW FILM IS NOT
 PERMITTED. THE EXTERIOR ELEVATION SHEET A-6.0 HAS NOT
 BEEN REVISED TO REFLECT THE REMOVAL OF THE WINDOW FILM
 AS SHOWN ON SHETS AN-4.2 AND A-4.1. ALL PLANS SHALL
 SHOW THE SAME CONDITIONS.
  
 2) SECTION K.4(H) OF THE CITYPLACE MASTER SIGN PLAN
 STATES THAT AWNINGS SHALL BE A SUNBRELLA 100% SOLUTION
 DYED ACRYLIC OR SUNBRELLA FIRESIST 100% SOLUTION DYED
 MODACRYLIC MATERIAL. WOODEN AWNINGS ARE NOT PERMITTED.
 THE CITYPLACE MASTER SIGN PLAN, INCLUDING THE AWNING
 PROVISIONS, WERE ADOPTED AFTER THE WOODEN AWNINGS WERE
 INSTALLED AT IMPROV; THEREFORE, THAT EXAMPLE IS NOT
 APPLICABLE FOR THE UTILIZATION OF WOODEN AWNINGS.
  
 3) THE EXTERIOR ELEVATIONS SHALL EITHER SHOW THE ACTUAL
 PROPOSED AWNINGS OR NO AWNINGS WITH A NOTE THAT THE
 AWNINGS WILL BE PERMITTED AT A FUTURE DATE. THE
 ELEVATIONS MAY NOT INCLUDE NON-COMPLIANT AWNINGS OR
 AWNINGS THAT ARE NOT BEING PLANNED.
  
 4) SHEET A-8.10 WAS NOT UPDATED AND SHOWS OBSOLETE
 AWNING DETAILS. IF THE AWNING DETAILS ARE PROVIDED AS
 REFERENCE, THEY SHALL SHOW THE ACCURATE AWNINGS THAT
 COMPLY WITH THE CITY PLACE MASTER SIGN PLAN.
  
 5) BASED ON THE MEETING ON 8/19/16 WITH THE CAPITAL ONE
 TEAM AND RELATED, THE AGREEMENT IS:
 A. NO CHANGES TO OKEECHOBEE BLVD. FACADE OTHER THAN
 AWNINGS AND/OR PAINT.
 B. THE CORNER TOWER ELEMENT ON ROSEMARY WILL REMAIN THE
 SAME OR ONLY HAVE AWNINGS REMOVED.
 C. THE RECESSED AREA ON ROSEMARY MAY HAVE THE NEW
 LARGER GLAZED OPENINGS, WHILE RESPECTING THE "DEPTH"
 REQUIREMENT.
 D. PAINT OR SCORED STUCCO IS PERMITTED IN THE RECESSED
 AREA.
 E. THE NORTHERNMOST PROTRUDING "TOWER" ELEMENT SHALL
 HAVE A DIFFERENT TREATMENT THAN THE RECESSED AREA.
  
 6) SEPARATE PERMITS, WITH PLANS REQUIRED FOR:
  
 A. AWNINGS
 B. SIGNS
 C. EXTERIOR PAVER WORK
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-06-15 Cont ID  
Sent By eschneid Date 2016-06-15 Time 11:13 Rev Time 1.50
Received By eschneid Date 2016-06-07 Time 16:46 Sent To  
Notes
2016-06-15 11:14:57FAILED
  
 PLEASE PROVIDE RESPONSES TO THE FOLLOWING IN WRITING.
  
 1) THE PERMIT PLANS SHOW OUTDOOR SEATING. PLEASE
 PROVIDE TWO COPIES OF A SURVEY WHICH SHOWS THE
 DIMENSION FROM THE BUILDING FACE TO THE SOUTH ROSEMARY
 AVENUE RIGHT-OF-WAY AND ANY EASEMENTS THAT ARE WITHIN
 THIS AREA.
  
 2) PRIVACY WINDOW FILM IS NOT PERMITTED. THE WINDOWS
 SHALL MAINTAIN THE TRANSPARENCY. YOU MAY INSTALL BLINDS
 BEHIND THE WINDOW TO PROVIDE PRIVACY.
  
 3) THE PROPOSED CAPITAL ONE CAFE IS LOCATED AT THE
 ROSEMARY AVENUE PORTAL AS DESCRIBED IN THE CITYPLACE
 MASTER DESIGN GUIDELINES. THIS AREA IS TO HAVE
 DISTINCTIVE ARCHITECTURAL ELEMENTS TO FRAME THE
 ENTRANCE TO ROSEMARY AVENUE. THE PROPOSED ELEVATIONS
 SHOW THE REMOVAL OF THE DISTINCTIVE STONEWORK ELEMENTS
 WHICH FRAME THE DOORWAYS AT THE CORNER OF OKEECHOBEE
 BOULEVARD AND ROSEMARY AVENUE. THESE ARCHITECTURAL
 ELEMENTS PROVIDE THE DETAILING TO PROVIDE THE VISUAL
 INTEREST MANDATED BY THE DESIGN GUIDELINES. STAFF DOES
 NOT SUPPORT THE REMOVAL OF THESE ARCHITECTURAL
 ELEMENTS.
  
 4) IN ORDER TO MAINTAIN THE ARCHITECTURAL VARIATION
 ALONG THE FACADES THAT PROVIDES VISUAL INTEREST, THE
 RECESSED AREAS ALONG THE FACADES (AROUND THE WINDOWS)
 SHALL STAY SMOOTH STUCCO PAINTED IN THE MEDITERRANEAN
 COLOR PALLET. PLEASE PROVIDE THE COLOR YOU PROPOSE TO
 USE.
  
 5) THE PROTRUDING WALL WHERE THE PROPOSED WINDOW,
 FURTHEST NORTH ALONG ROSEMARY AVENUE, IS PROPOSED TO BE
 COVERED WITH NEW CEMENT PLASTER PANELS. PLEASE PROVIDE
 A DESCRIPTION, TO INCLUDE COLOR, OF THESE PANELS.
  
 6) THE DESIGN GUIDELINES REQUIRE THAT THE DESIGN
 CHARACTER BE IN THE HISTORICAL MEDITERRANEAN STYLE. AS
 SUCH, THE PROPOSED WINDOWS ARE LARGER IN PROPORTION
 RELATIVE TO THE WALL AREA THAN IS TYPICALLY FOUND IN
 THE HISTORICAL MEDITERRANEAN STYLE. PLEASE REVIEW THE
 FACADE DESIGN. PLEASE NOTE THAT THE DESIGN GUIDELINES
 REQUIRE THAT LARGER GLASS AREAS SHOULD BE RECESSED OR
 OTHERWISE SHADED. ARCHES ABOVE THESE WINDOWS AS WELL AS
 ADDITIONAL FRAMING OF THE WINDOWS COULD RESULT IN
 COMPLIANCE WITH THE DESIGN GUIDELINES.
  
 7) PLEASE PROVIDE SIGHT LINE DETAILS TO VERIFY THAT ANY
 NEW ROOF MOUNTED EQUIPMENT IS SCREENED FROM PUBLIC
 VIEW. THE FULL HEIGHT DIMENSION OF THE EQUIPMENT PLUS
 THE CURB/RACK SHALL BE SHOWN.
  
 8) SEPARATE PERMITS, WITH PLANS REQUIRED FOR:
  
 A. AWNINGS. PLEASE NOTE THAT THE FLAT AWNINGS ARE NOT
 PERMITTED TO EXTEND PAST THE CORNER TOWER ELEMENT ALONG
 SOUTH ROSEMARY AVENUE AND THE FLAT AWNINGS MAY NOT BE
 MADE OF METAL.
 B. SIGNS
 C. EXTERIOR PAVER WORK. PLEASE NOTE THAT IF ANY WORK IS
 IN THE RIGHT-OF-WAY (VERIFIED WITH THE SURVEY) THEN
 THAT PORTION OF THE WORK WILL REQUIRE A RIGHT-OF-WAY
 PERMIT.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  


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