Plan Review Details - Permit 16070183
Plan Review Stops For Permit 16070183
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2017-05-11 Cont ID  
Sent By jwitmer Date 2017-05-11 Time 16:35 Rev Time 0.00
Received By jwitmer Date 2017-05-11 Time 14:55 Sent To  
Notes
2017-05-11 16:38:29BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16070183
 ADD: 518 S. DIXIE HWY.
 CONT: ECONSTRUCTION LLC
 TEL: 954-551-1475
 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.
  
 5TH REVIEW
 DATE: THURS. MAY 11/ 2017
 ACTION: BUILDING PROVISO
  
 1) ) BUILDING PROVISO/ DEFERRED SUBMITTAL. 107.3.4.2.
 THE DESIGNER OF RECORD HAS REQUESTED THE EXTERIOR
 COMPONENTS AND CLADDING TO BE A DEFERRED SUBMITTAL.
 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 PROVIDED: NOA: 17-0222.14 & NOA 15-0129.05
 (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS, EFIS
 SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) PRE-ENGINEERED A/C STANDS PROVIDED: NOA: 16-0601.01
  
 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..
  
  
 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 2017-05-10 Cont ID  
Sent By jwitmer Date 2017-05-10 Time 12:01 Rev Time 0.00
Received By jwitmer Date 2017-05-10 Time 09:07 Sent To  
Notes
2017-05-10 12:01:17BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16070183
 ADD: 518 S. DIXIE HWY.
 CONT: TBD / TO BE DETERMINED
 TEL: 954-570-9500
 E-MAIL: BRIAN @ TBBG.NET
  
 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.
  
 4TH REVIEW
 DATE: WED. MAY 01/ 2017
 ACTION:
  
 1A-E) COMPLETED.
  
 1F) BUILDING PROVISO/ DEFERRED SUBMITTAL. 107.3.4.2.
 THE DESIGNER OF RECORD HAS REQUESTED THE EXTERIOR
 COMPONENTS AND CLADDING TO BE A DEFERRED SUBMITTAL.
 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
 (G) PRE-ENGINEERED A/C STANDS
  
 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..
  
 2-9) COMPLIED.
  
 10)4TH REVIEW!!!!!!!
 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.
  
 WINDOW # 7 IS 4-0 WIDE X 3-4 TALL. IF THIS IS
 CONSIDERED A DOUBLE CASEMENT WINDOW WITH THE EXTERIOR
 FRAME ON BOTH SIDES OF THE WINDOW AND THE CENTER
 VERTICAL MEMBER THE CLEAR WIDTH CANNOT BE 23.6 INCHES
 AS STATED IN THE RESPONSE! IN THE JELD WEN SERIES
 WINDOWS A OVERALL CASING (HORIZONTAL MEASUREMENT) 24
 5/16 INCHES HAS A CLEAR FRAME SIZE OF 18 INCHES.
 EMCOMPASS BY PELLA TO MEET THE MINIMUM REQUIREMENTS OF
 A CLEAR OPENING OF CLEAR OPENING OF 24 INCHES IN
 HEIGHT, 20 INCHES IN WIDTH AND THE 5.7 SQ. FT . TYPE E
 WINDOW 3-0 FT WIDE X 3-5 FT IN HEIGHT.
  
 PLEASE PROVIDE THE SIZING CHART FROM ES CASEMENT
 WINDOWS AND CIRCLE THE WINDOW SIZE AND THE CLEAR
 OPENING SIZE, THE WIDTH REQUIREMENT, HEIGHT REQUIREMENT
 AND MINIMUM CLEAR OPENING SIZE OF 5.7 SQUARE FEET. THIS
 INCLUDES THE BOTH WINDOW TYPE 7 &8.
  
  
 3RD REVIEW COMMENT. SEMI- COMPLIED. EGRESS WINDOWS
 CASEMENT SIZE 4-10X 3-4. NOTE WINDOW # 7 IS 4-0X3-4
 (DOUBLE CASEMENT WITH MULLION). PROVIDE DOCUMENTATION
 THAT THE WINDOW WILL HAVE 20 INCHES IN CLEAR WIDTH WITH
 5.7 SQUARE FEET OF VENT.
  
 10A) SHEET A-201 & A-202 PLEASE PROVIDE THE CLEAR
 OPENING SIZE FOR THE WINDOWS (VENT) FOR COMPLIANCE
 WITH: FBC-B 1029.2 MINIMUM SIZE. EMERGENCY ESCAPE AND
 RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING
 OF 5.7 SQUARE FEET.
  
 10B) FBC-B 1029.2.1 MINIMUM DIMENSIONS. THE MINIMUM NET
 CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES (610
 MM). THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION
 SHALL BE 20 INCHES (508 MM). THE NET CLEAR OPENING
 DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF
 THE OPENING.
  
 10C) FBC-B 1029.3 MAXIMUM HEIGHT FROM FLOOR. EMERGENCY
 ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE
 CLEAR OPENING NOT GREATER THAN 44 INCHES (1118 MM)
 MEASURED FROM THE FLOOR.
  
 11) COMPLIED. SAFETY GLASS BATHROOM.
  
 12)4TH REVIEW. ROOF PRESSURES ARE VERY LOW, THEY ARE TO
 BE TAKEN FOR 10 SQ. FT. FOR ROOF FASTENERS. EVEN FOR A
 B EXPOSURE TAKEN AT 21.5 FT. ELEVATION AT 10 SQ. FT.
 THE ROOF PRESSURES ARE LOW.
 ROOF ZONE # 1 INDICATES -19.9 PSF SHOULD BE -31.32 VASD
 ROOF ZONE # 2 & 3 AT -35.7 PSF SHOULD BE -67.40 VASD
  
 13) 2ND REQUEST, RESTROOM IS REQUIRED ON THE 1ST FLOOR
 TENANT SPACE. . SHEET A-101 IS MISSING THE RESTROOM IN
 THE GROCERY STORE/ CONVENIENCE STORE. PLEASE REVIEW
 SECTION 1210.1 OF THE 2014 FBC-B AND 2902.1..
  
 14) COMPLIED. IMPACT FEES.
  
 15) 4TH REQUEST. WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE 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 3 Status F Date 2017-02-01 Cont ID  
Sent By jwitmer Date 2017-02-01 Time 17:26 Rev Time 0.00
Received By jwitmer Date 2017-02-01 Time 09:54 Sent To  
Notes
2017-02-01 17:26:22BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16070183
 ADD: 518 S. DIXIE HWY.
 CONT: ECONSTRUCTION LLC
 TEL: 954-570-9500
 E-MAIL: BRIAN @ TBBG.NET
  
 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. FEB. 01/ 2017
 ACTION: DENIED
  
 1A-E) COMPLETED.
  
 1F) BUILDING PROVISO/ DEFERRED SUBMITTAL. 107.3.4.2.
 THE DESIGNER OF RECORD HAS REQUESTED THE EXTERIOR
 COMPONENTS AND CLADDING TO BE A DEFERRED SUBMITTAL.
 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
 (G) PRE-ENGINEERED A/C STANDS
  
 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..
  
 2-9) COMPLIED.
  
 10) SEMI- COMPLIED. EGRESS WINDOWS CASEMENT SIZE 4-10X
 3-4. NOTE WINDOW # 7 IS 4-0X4-3 (DOUBLE CASEMENT WITH
 MULLION). PROVIDE DOCUMENTATION THAT THE WINDOW WILL
 HAVE 20 INCHES IN CLEAR WIDTH WITH 5.7 SQUARE FEET OF
 VENT.
  
 10A) SHEET A-201 & A-202 PLEASE PROVIDE THE CLEAR
 OPENING SIZE FOR THE WINDOWS (VENT) FOR COMPLIANCE
 WITH: FBC-B 1029.2 MINIMUM SIZE. EMERGENCY ESCAPE AND
 RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING
 OF 5.7 SQUARE FEET.
  
 10B) FBC-B 1029.2.1 MINIMUM DIMENSIONS. THE MINIMUM NET
 CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES (610
 MM). THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION
 SHALL BE 20 INCHES (508 MM). THE NET CLEAR OPENING
 DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF
 THE OPENING.
  
 10C) FBC-B 1029.3 MAXIMUM HEIGHT FROM FLOOR. EMERGENCY
 ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE
 CLEAR OPENING NOT GREATER THAN 44 INCHES (1118 MM)
 MEASURED FROM THE FLOOR.
  
 11) COMPLIED. SAFETY GLASS BATHROOM.
  
  
 12) ROOF PRESSURES ARE VERY LOW, THEY ARE TO BE TAKEN
 FOR 10 SQ. FT. FOR ROOF FASTENERS.
  
 13) NEW COMMENT. SHEET A-101 IS MISSING THE RESTROOM IN
 THE GROCERY STORE/ CONVENIENCE STORE. PLEASE REVIEW
 SECTION 1210.1 OF THE 2014 FBC-B AND 2902.1..
  
 14) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 15) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 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 2016-12-03 Cont ID  
Sent By jwitmer Date 2016-12-03 Time 11:02 Rev Time 0.00
Received By jwitmer Date 2016-12-03 Time 07:48 Sent To  
Notes
2016-12-03 11:02:28BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16070183
 ADD: 518 S. DIXIE HWY.
 CONT: TBD / TO BE DETERMINED
 TEL: 954-570-9500
 E-MAIL: BRIAN @ TBBG.NET
  
 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. DEC. 03/ 2016
 ACTION: DENIED
  
 1A)2ND REQUEST. THE BUILDING TYPE HAS NOT CHANGED, THE
 RESPONSE INDICATES CHANGED FROM A BUILDING TYPE VA TO
 VB. PLEASE PROVIDE WHAT YOU ARE DEFINING AS A
 PROTECTED. THE DESIGNER OF RECORD CLASSIFIES THE TWO
 BUILDINGS AS A SINGLE BUILDING ON THE SAME LOT, NOT
 REQUIRING THE OPENINGS TO BE PROTECTED BETWEEN
 BUILDINGS, OR ARE YOU REFERRING TO THE REQUIRED
 PROTECTION PER TABLE 602, THE CLOSENESS TO THE PROPERTY
 LINE OR THE 1ST FLOOR REAR EXITING AND THE CLOSENESS OF
 THE 2ND BUILDING ON THE SAME LOT REQUIRING A CREATING
 AN EXIT COURT IN COMPLIANCE WITH 2014 FBC-B 1027.4.2
 EGRESS COURT CONSTRUCTION AND OPENINGS.
 1ST ROUND COMMENT.
 SHEET A-001 THE COVERSHEET INDICATES UNDER THE HEADING
 OF KEY PROJECT DATA THIS BUILDING IS A CONSTRUCTION
 TYPE (VB) PROTECTED. 107.2.1.3 ADDITIONAL INFORMATION
 IS REQUIRED. NORMALLY THE TERM PROTECTED IS USED AS A
 FIRE RATING OF STRUCTURAL MEMBERS, AS IN BUILDING TYPE
 1A, 1B, IIA, IIIA, IVA OR VA.
 SEE TABLE 601 FOR FIRE RATINGS OF STRUCTURAL ELEMENTS.
  
 1B) COMPLIED / 2 BUILDINGS ON THE SAME LOT. FBC-B
 503.1.2.
  
 1C) 2ND REQUEST, THIS COMMENT DEALS WITH HORIZONTAL
 FIRE BARRIER REQUIREMENTS!!!! PROVIDE AN FLOOR/CEILING
 ASSEMBLY !!! THANK YOU. DON?T JUST PUT A FIRE RATING ON
 THE PLANS SHOWING COMPLIANCE.
 1ST ROUND OF COMMENTS.
 SHEET A-001 UNDER THE HEADING KEY PROJECT DATA DOES NOT
 LIST THE REQUIREMENTS FOR SEPARATING OCCUPANCIES WITH
 HORIZONTAL FIRE BARRIER REQUIREMENTS. SHEET A-101
 INDICATES 1 HOUR SEPARATION. SEE FBC-B SECTION 707.3.10
 FIRE AREAS. THE FIRE BARRIERS OR HORIZONTAL ASSEMBLIES,
 OR BOTH. THE FIRE BARRIERS OR HORIZONTAL ASSEMBLIES, OR
 BOTH, SEPARATING FIRE AREAS OF MIXED OCCUPANCIES SHALL
 HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THE
 HIGHEST VALUE INDICATED IN TABLE 707.3.10 FOR THE
 OCCUPANCIES UNDER CONSIDERATION, 2 HOUR FIRE RATING.
  
 420.3 HORIZONTAL SEPARATION. FLOOR ASSEMBLIES
 SEPARATING DWELLING UNITS IN THE SAME BUILDINGS, FLOOR
 ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME
 BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING OR
 SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO
 THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS
 HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711.
  
 1D) 2ND REQUEST. THE RESPONSE INDICATES A FIRE
 SPRINKLER SYSTEM SHALL BE ADDED TO THE NEW APARTMENT ON
 RCP SHEET A-104. PLEASE REFER BACK TO THE REQUIREMENTS
 OF A LEVEL II ALTERATION UNDER 804.2.2. 804.2.2
 R-2, IN BUILDINGS WITH OCCUPANCIES IN GROUPS A, B, E,
 F-1, H, I, M, R-1, R-2, R-4, S-1 AND S-2, WORK AREAS
 THAT HAVE EXITS OR CORRIDORS SHARED BY MORE THAN ONE
 TENANT OR THAT HAVE EXITS OR CORRIDORS SERVING AN
 OCCUPANT LOAD GREATER THAN 30 SHALL BE PROVIDED WITH
 AUTOMATIC SPRINKLER PROTECTION WHERE ALL OF THE
 FOLLOWING CONDITIONS OCCUR:
 (1.) THE WORK AREA IS REQUIRED TO BE PROVIDED WITH
 AUTOMATIC SPRINKLER PROTECTION IN ACCORDANCE WITH THE
 FLORIDA BUILDING CODE, BUILDING AS APPLICABLE TO NEW
 CONSTRUCTION; AND
 (2.) THE WORK AREA EXCEEDS 50 PERCENT OF THE FLOOR
 AREA.
 THIS ADDITION AND RENOVATION MEETS BOTH REQUIREMENTS,
 THE R2 FIRE AREA NEW AND OLD MUST BE FIRE SPRINKLERED.
  
 1ST ROUND COMMENT. SHEET A-001 UNDER THE HEADING KEY
 PROJECT DATA INDICATES THE BUILDING IS NON-SPRINKLERED
 BUILDING. THE 2014 EXISTING BUILDING CODE SECTION
 1102.3 FIRE PROTECTION SYSTEMS. EXISTING FIRE AREAS
 INCREASED BY THE ADDITION SHALL COMPLY WITH CHAPTER 9
 OF THE FLORIDA BUILDING CODE, BUILDING.
 2014 FBC-B 903.2.8 GROUP R. AN AUTOMATIC SPRINKLER
 SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 SHALL
 BE PROVIDED THROUGHOUT ALL BUILDINGS WITH A GROUP R
 FIRE AREA.
  
 1E) SEMI-COMPLIED. 2ND REVIEW PLEASE REVIEW SHEETS
 A-202 VERSES A-507. SHEET A-507 IT STILL APPEARS THIS
 IS AN OPEN STAIR WITH A GUARDRAIL BUT A-107 (2ND FLOOR)
 & A-202 IT WOULD APPEAR THE OUTSIDE WALL IS A FULLY
 ENCLOSED WALL WITH AN EXTERIOR EGRESS DOOR AT THE
 BOTTOM OF THE STAIR WITH AN EXIT DOORWAY? REQUIRING
 GUARDRAILS ON BOTH SIDES OF THE NEW STAIRWELL. 2014
 FBC-B 1009.15 HANDRAILS. STAIRWAYS SHALL HAVE HANDRAILS
 ON EACH SIDE OF THE STAIR ENCLOSRE AND SHALL COMPLY
 WITH SECTION 1012.
  
 1ST ROUND COMMENTS. PLEASE PROVIDE A LIFE SAFETY PLAN.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN 107.3.5.1
 COMMERCIAL BUILDINGS:
  
 STAIRS CONSTRUCTION/GEOMETRY AND PROTECTION
 GUARDS/ HANDRAILS/ DESIGN LOADS
  
  
  
  
 1F) BUILDING PROVISO/ DEFERRED SUBMITTAL. 107.3.4.2.
 THE DESIGNER OF RECORD HAS REQUESTED THE EXTERIOR
 COMPONENTS AND CLADDING TO BE A DEFERRED SUBMITTAL.
 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 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..
  
 2) SEMI-COMPLIED. SHEET A-103 NOW SHOWS THE OPENINGS ON
 THE NORTH WALL HAVING GLASS BLOCK IN THE OPENINGS, THE
 PLANS INDICATE THIS AS OPENING # 3, REPLACE WITH FIRE
 RATED GLASS BLOCK MASONRY. THERE IS NO MENTION AS TO
 THE REQUIRED FIRE RATING THAT IS REQUIRED. 706.6.1
 STEPPED BUILDINGS.
  
 1ST ROUND OF COMMENTS. SHEET A-103 SHOWS A VERTICAL
 ADDITION. AN ADDITION SHALL NOT CREATE OR EXTEND ANY
 NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE
 ADDITION IS BEING MADE WITH REGARD TO ACCESSIBILITY,
 STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR
 THE CAPACITY OF MECHANICAL, PLUMBING, OR ELECTRICAL
 SYSTEMS. 2014 EXISTING BUILDING CODE. THE NORTH WALL OF
 THE EXISTING 2 STORY IS LESS THAN 3 FEET FROM THE
 PROPERTY LINE WALL. THE 2014 FBC-B TABLE 705.8 MAXIMUM
 AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION
 DISTANCE AND DEGREE OF OPENING PROTECTION. 0-3 FEET
 THERE ARE NO OPENINGS ALLOWED.
  
 2014 FBC-B 706.6.1 STEPPED BUILDINGS. WHERE A FIRE WALL
 SERVES AS AN EXTERIOR WALL FOR A BUILDING AND SEPARATES
 BUILDINGS HAVING DIFFERENT ROOF LEVELS, SUCH WALL SHALL
 TERMINATE AT A POINT NOT LESS THAN 30 INCHES ABOVE THE
 LOWER ROOF LEVEL, PROVIDED THE EXTERIOR WALL FOR A
 HEIGHT OF 15 FEET ABOVE THE LOWER ROOF IS NOT LESS THAN
 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION FROM BOTH
 SIDES WITH OPENINGS PROTECTED BY FIRE ASSEMBLIES HAVING
 A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
  
 THE DESIGNER OF RECORD MAY CLOSE THESE OPENINGS IN WITH
 1 HOUR FIRE RATED CONSTRUCTION AS PER TABLE 602 OF THE
 FBC-B, INSTALL 3/4 HOUR FIRE RATED GLASS BLOCK, OR A 1
 HOUR FIRE SHUTTER ON THE EXTERIOR OF THE WALL.
  
 3) SEMI- COMPLIED. THE DESIGNER OF RECORD NOW INDICATES
 ON THE PLANS A 2 HOUR RATED CEILING ASSEMBLY BUT THERE
 IS NO GYPSUM ASSOCIATION, OR UL LISTED ASSEMBLY IN THE
 PLANS FOR THE RATING OF THE CEILING FOR EITHER 1 OR 2
 HOUR. THE CODE ONLY REQUIRES THE CEILING UNDER THE
 STAIR TO BE 1 HOUR, THE DESIGNER CAN DESIGN TO THE MORE
 STRINGENT 2 HOUR FIRE REQUIREMENT.
  
 1ST ROUND OF COMMENTS. SHEET A-101 SHOWS UNDER THE
 ENCLOSED STAIRWELL A CLOSET. THE PLANS DO NOT INDICATE
 HOW COMPLIANCE WITH SECTION 1009.9.3 WILL BE OBTAINED.
 2014 FBC-B 1009.9.3 ENCLOSURES UNDER INTERIOR
 STAIRWAYS.
 THE WALLS AND SOFFITS WITHIN ENCLOSED USABLE SPACES
 UNDER ENCLOSED AND UNENCLOSED STAIRWAYS SHALL BE
 PROTECTED BY 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION
 OR THE FIRE-RESISTANCE RATING OF THE STAIRWAY
 ENCLOSURE, WHICHEVER IS GREATER. ACCESS TO THE ENCLOSED
 SPACE SHALL NOT BE DIRECTLY FROM WITHIN THE STAIR
 ENCLOSURE.
  
 4-9) COMPLIED.
  
 10) COMPLIED. EGRESS WINDOWS CASEMENT SIZE 4-10X 3-4.
  
 11) 2ND REQUEST. WINDOW NEXT TO TUB IS INDICATED IN THE
 RESPONSE SHALL BE CATEGORY II SAFETY GLASS, BUT THIS
 STATEMENT IS NOT FOUND ON SHEET A-103 WINDOW # 9. ONLY
 FROSTED GLASS.
  
 1ST ROUND OF COMMENTS.
 SHEET A-103 THE REAR APARTMENT WITH THE TUB NEXT TO THE
 EXTERIOR WALL AND WINDOW, PLEASE PROVIDE SILL HEIGHT
 AND COMPLIANCE WITH: FBC-B 2406.4.5 GLAZING AND WET
 SURFACES. GLAZING IN WALLS, ENCLOSURES OR, BATHTUBS,
 SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS
 LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY
 STANDING OR WALKING SURFACE SHALL BE CONSIDERED A
 HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING
 AND ALL PANES IN MULTIPLE GLAZING.
  
 12)2ND REQUEST. SHEET S-102 THE MEAN ROOF HEIGHT IS
 GIVEN AT < 15 FEET MEAN ROOF HEIGHT. IN SCALING THE
 PLANS IT APPEARS THE ROOF HEIGHT IS 22 FEET AND THE TOP
 OF PARAPET IS 24-9. PLEASE PROVIDE WHERE THE WINDOW,
 DOOR AND ROOF PRESSURES CAN BE FOUND FOR ZONES 1,2,3,4
 & 5. PLEASE PROVIDE THEM IN VASD SINCE THE PRODUCT
 APPROVALS ARE IN VASD.
  
 1ST ROUND OF COMMENTS. NEITHER THE ELEVATION SHEETS NOR
 THE STRUCTURAL SHEETS PROVIDE THE WIND DESIGN CRITERIA
 NOR PRESSURES.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
 2. RISK CATEGORY.
 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 13) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 14) 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-08-02 Cont ID  
Sent By jwitmer Date 2016-08-02 Time 16:56 Rev Time  
Received By jwitmer Date 2016-08-02 Time 10:22 Sent To  
Notes
2016-08-02 16:56:22BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16070183
 ADD: 518 S. DIXIE HWY.
 CONT: TBD / TO BE DETERMINED
 TEL: 954-570-9500
 E-MAIL: BRIAN @ TBBG.NET
  
 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. AUGUST 02/ 2016
 ACTION: DENIED
  
 1A) SHEET A-001 THE COVERSHEET INDICATES UNDER THE
 HEADING OF KEY PROJECT DATA THIS BUILDING IS A
 CONSTRUCTION TYPE (VB) PROTECTED. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED. NORMALLY THE TERM PROTECTED IS
 USED AS A FIRE RATING OF STRUCTURAL MEMBERS, AS IN
 BUILDING TYPE 1A, 1B, IIA, IIIA, IVA OR VA.
 SEE TABLE 601 FOR FIRE RATINGS OF STRUCTURAL ELEMENTS.
  
 1B) SHEET A-001 UNDER THE KEY PROJECT DATA DOES NOT
 ADDRESS THE ISSUE OF THE CLOSENESS OF THE 2 BUILDINGS
 ON THE SAME LOT AND ALLOWABLE OPENINGS VERSES ASSUMED
 PROPERTY LINES VERSES 503.1.2 BUILDINGS ON THE SAME
 LOT. FBC-B 503.1.2.
  
 1C) SHEET A-001 UNDER THE HEADING KEY PROJECT DATA DOES
 NOT LIST THE REQUIREMENTS FOR SEPARATING OCCUPANCIES
 WITH HORIZONTAL FIRE BARRIER REQUIREMENTS. SHEET A-101
 INDICATES 1 HOUR SEPARATION. SEE FBC-B SECTION 707.3.10
 FIRE AREAS. THE FIRE BARRIERS OR HORIZONTAL ASSEMBLIES,
 OR BOTH. THE FIRE BARRIERS OR HORIZONTAL ASSEMBLIES, OR
 BOTH, SEPARATING FIRE AREAS OF MIXED OCCUPANCIES SHALL
 HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THE
 HIGHEST VALUE INDICATED IN TABLE 707.3.10 FOR THE
 OCCUPANCIES UNDER CONSIDERATION, 2 HOUR FIRE RATING.
  
 420.3 HORIZONTAL SEPARATION. FLOOR ASSEMBLIES
 SEPARATING DWELLING UNITS IN THE SAME BUILDINGS, FLOOR
 ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME
 BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING OR
 SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO
 THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS
 HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711.
  
 1D) SHEET A-001 UNDER THE HEADING KEY PROJECT DATA
 INDICATES THE BUILDING IS NON-SPRINKLERED BUILDING. THE
 2014 EXISTING BUILDING CODE SECTION 1102.3 FIRE
 PROTECTION SYSTEMS. EXISTING FIRE AREAS INCREASED BY
 THE ADDITION SHALL COMPLY WITH CHAPTER 9 OF THE FLORIDA
 BUILDING CODE, BUILDING.
 2014 FBC-B 903.2.8 GROUP R. AN AUTOMATIC SPRINKLER
 SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 SHALL
 BE PROVIDED THROUGHOUT ALL BUILDINGS WITH A GROUP R
 FIRE AREA.
  
 1E) PLEASE PROVIDE A LIFE SAFETY PLAN. 2014 FLORIDA
 BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
  
  
 THE EXAMINATION OF THE DOCUMENTS BY THE BUILDING
 OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA
 AND DOCUMENTS A LIFE SAFETY FLOOR PLAN WITH:
 OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 OCCUPANCY LOAD
 GROSS
 NET
 MEANS OF EGRESS
 EXIT ACCESS
 EXIT
 EXIT DISCHARGE
 STAIRS CONSTRUCTION/GEOMETRY AND PROTECTION
 GUARDS/ HANDRAILS/ DESIGN LOADS
 DOORS PROVIDE DOOR SCHEDULE
 EMERGENCY LIGHTING AND EXIT SIGNS
  
 1F) THE DESIGNER OF RECORD HAS REQUESTED THE EXTERIOR
 COMPONENTS AND CLADDING TO BE A DEFERRED SUBMITTAL.
 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 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..
  
 2) SHEET A-103 SHOWS A VERTICAL ADDITION. AN ADDITION
 SHALL NOT CREATE OR EXTEND ANY NONCONFORMITY IN THE
 EXISTING BUILDING TO WHICH THE ADDITION IS BEING MADE
 WITH REGARD TO ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE
 SAFETY, MEANS OF EGRESS, OR THE CAPACITY OF MECHANICAL,
 PLUMBING, OR ELECTRICAL SYSTEMS. 2014 EXISTING BUILDING
 CODE. THE NORTH WALL OF THE EXISTING 2 STORY IS LESS
 THAN 3 FEET FROM THE PROPERTY LINE WALL. THE 2014 FBC-B
 TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS
 BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING
 PROTECTION. 0-3 FEET THERE ARE NO OPENINGS ALLOWED.
  
 2014 FBC-B 706.6.1 STEPPED BUILDINGS. WHERE A FIRE WALL
 SERVES AS AN EXTERIOR WALL FOR A BUILDING AND SEPARATES
 BUILDINGS HAVING DIFFERENT ROOF LEVELS, SUCH WALL SHALL
 TERMINATE AT A POINT NOT LESS THAN 30 INCHES ABOVE THE
 LOWER ROOF LEVEL, PROVIDED THE EXTERIOR WALL FOR A
 HEIGHT OF 15 FEET ABOVE THE LOWER ROOF IS NOT LESS THAN
 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION FROM BOTH
 SIDES WITH OPENINGS PROTECTED BY FIRE ASSEMBLIES HAVING
 A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
  
 THE DESIGNER OF RECORD MAY CLOSE THESE OPENINGS IN WITH
 1 HOUR FIRE RATED CONSTRUCTION AS PER TABLE 602 OF THE
 FBC-B, INSTALL 1 HOUR FIRE RATED GLASS BLOCK, OR A 1
 HOUR FIRE SHUTTER ON THE EXTERIOR OF THE WALL.
  
 3) SHEET A-101 SHOWS UNDER THE ENCLOSED STAIRWELL A
 CLOSET. THE PLANS DO NOT INDICATE HOW COMPLIANCE WITH
 SECTION 1009.9.3 WILL BE OBTAINED. 2014 FBC-B 1009.9.3
 ENCLOSURES UNDER INTERIOR STAIRWAYS.
 THE WALLS AND SOFFITS WITHIN ENCLOSED USABLE SPACES
 UNDER ENCLOSED AND UNENCLOSED STAIRWAYS SHALL BE
 PROTECTED BY 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION
 OR THE FIRE-RESISTANCE RATING OF THE STAIRWAY
 ENCLOSURE, WHICHEVER IS GREATER. ACCESS TO THE ENCLOSED
 SPACE SHALL NOT BE DIRECTLY FROM WITHIN THE STAIR
 ENCLOSURE.
  
 4) SHEET A-101, A-103 & A-104 ALL SHOW A NEW EXTERIOR
 STAIR. THE PLANS DO NOT SHOW COMPLIANCE WITH SECTION
 1026 OF THE 2014 FBC-B. 1026.6 EXTERIOR STAIRWAY AND
 RAMP PROTECTION.
 EXTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE SEPARATED
 FROM THE INTERIOR OF THE BUILDING AS REQUIRED IN
 SECTION 1022.2. OPENINGS SHALL BE LIMITED TO THOSE
 NECESSARY FOR EGRESS FROM NORMALLY OCCUPIED SPACES.
 PLEASE ALSO SEE THE 2012 IBC COMMENTARY 1026.6 AND
 FIGURE 1026.6(1) FOR ALLOWABLE OPENINGS AND REQUIRED
 FIRE RATINGS. PLEASE NOTE THIS AFFECTS ALL OPENINGS 1ST
 & 2ND FLOORS THAT ARE WITHIN 10 FEET OF THE STAIR&
 LANDINGS ON BOTH BUILDINGS!!!!!
  
 5) SHEET A-101: THE 2ND STORY R2 OCCUPANCY EGRESS STAIR
 OPENS SWINGING OUT OVER THE PROPERTY LINE.
 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8 FEET IN
 HEIGHT. DOORS AND WINDOWS SHALL NOT OPEN OR PROJECT
 INTO THE PUBLIC RIGHT-OF-WAY.
  
 6) SHEET A-101 THE NEW PROPOSED DELI DOES NOT SHOW ANY
 EGRESS DOORS THAT OPEN ONTO DIXIE HWY. THERE IS A PAIR
 OF DOORS OUT THE BACK OF THE PROPOSED DELI BUT WOULD
 NEED TO MEET THE REQUIREMENTS FOR EGRESS COURTS,
 SECTION FBC-B 1027.4.(1-5).
  
 7) SHEET A-103 SHOWS A WALL TYPE LEGEND WITH VARIOUS UL
 LISTINGS. PLEASE PROVIDE THE WHOLE UL LISTING SO THE
 INSPECTORS WILL HAVE DOCUMENTATION IN THE FIELD WHAT
 MAKES UP THE WALL ASSEMBLY. 703.2 FIRE-RESISTANCE
 RATINGS.
  
 8) THE 2ND FLOOR CORRIDOR WALLS WILL NEED TO SHOW
 COMPLIANCE WITH 2014 FBC-B 1018.6 CORRIDOR CONTINUITY.
 FIRE-RESISTANCE-RATED CORRIDORS SHALL BE CONTINUOUS
 FROM THE POINT OF ENTRY TO AN EXIT, AND SHALL NOT BE
 INTERRUPTED BY INTERVENING ROOMS. WHERE THE PATH OF
 EGRESS TRAVEL WITHIN A FIRE-RESISTANCE-RATED CORRIDOR
 TO THE EXIT INCLUDES TRAVEL ALONG UNENCLOSED EXIT
 ACCESS STAIRWAYS OR RAMPS, THE FIRE RESISTANCE-RATING
 SHALL BE CONTINUOUS FOR THE LENGTH OF THE STAIRWAY OR
 RAMP AND FOR THE LENGTH OF THE CONNECTING CORRIDOR ON
 THE ADJACENT FLOOR LEADING TO THE EXIT.
  
 9) SHEET A-105 SHOWS ROOF TOP EQUIPMENT ON THE ROOF OF
 THE SECOND STORY PLEASE SHOW COMPLIANCE WITH: FBC-B
 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED
 STRUCTURES. WHERE EQUIPMENT AND APPLIANCES REQUIRING
 ACCESS ARE INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT
 A HEIGHT EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL
 BE PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS,
 THE EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL
 TO THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE.
 SUCH ACCESS SHALL NOT REQUIRE CLIMBING OVER
 OBSTRUCTIONS GREATER THAN 30 INCHES (762 MM) HIGH OR
 WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS
 VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE).
 PERMANENT LADDERS INSTALLED FOR ROOF TOP ACCESS.
  
 10A) SHEET A-201 & A-202 PLEASE PROVIDE THE CLEAR
 OPENING SIZE FOR THE WINDOWS (VENT) FOR COMPLIANCE
 WITH: FBC-B 1029.2 MINIMUM SIZE. EMERGENCY ESCAPE AND
 RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING
 OF 5.7 SQUARE FEET.
  
 10B) FBC-B 1029.2.1 MINIMUM DIMENSIONS. THE MINIMUM NET
 CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES (610
 MM). THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION
 SHALL BE 20 INCHES (508 MM). THE NET CLEAR OPENING
 DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF
 THE OPENING.
  
 10C) FBC-B 1029.3 MAXIMUM HEIGHT FROM FLOOR. EMERGENCY
 ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE
 CLEAR OPENING NOT GREATER THAN 44 INCHES (1118 MM)
 MEASURED FROM THE FLOOR.
  
 11) SHEET A-103 THE REAR APARTMENT WITH THE TUB NEXT TO
 THE EXTERIOR WALL AND WINDOW, PLEASE PROVIDE SILL
 HEIGHT AND COMPLIANCE WITH: FBC-B 2406.4.5 GLAZING AND
 WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR,
 BATHTUBS, SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE
 GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY
 ABOVE ANY STANDING OR WALKING SURFACE SHALL BE
 CONSIDERED A HAZARDOUS LOCATION. THIS SHALL APPLY TO
 SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
  
 12) NEITHER THE ELEVATION SHEETS NOR THE STRUCTURAL
 SHEETS PROVIDE THE WIND DESIGN CRITERIA NOR PRESSURES.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
 2. RISK CATEGORY.
 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 13) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 14) 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 2017-05-10 Cont ID  
Sent By jleahy Date 2017-05-10 Time 15:09 Rev Time 0.00
Received By jleahy Date 2017-05-10 Time 12:41 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-12-01 Cont ID  
Sent By rlecky Date 2016-12-01 Time 15:00 Rev Time 0.00
Received By rlecky Date 2016-12-01 Time 10:15 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-07-13 Cont ID  
Sent By albarran Date 2016-07-13 Time 15:09 Rev Time 0.00
Received By albarran Date 2016-07-12 Time 18:50 Sent To  
Notes
2016-07-13 15:10:071ST ELECTRICAL REVIEW NOTES
 REVIEWED FOR COMPLIANCE WITH:
 5TH EDITION FBC 2014 & NFPA 70 2011 (NEC)
  
 1. PER FBC-B SECTION 1006.1 YOU ARE REQUIRED TO HAVE
 ILLUMINATION FOR THE MEANS OF EGRESS. THIS ILLUMINATION
 SHALL BE PROVIDED WITH EMERGENCY BACK-UP POWER AS
 INDICATED IN FBC-B SECTION 1006.3. THIS INCLUDES BOTH
 EXIT STAIRS AND ALL THE WAY TO THE PUBLIC WAY.
 2. FBC-EX SECTION 1101.2: THE EXTENT OF ALTERATIONS
 BEING CONDUCTED PROMOTES ADDITIONAL LIFE SAFETY
 REQUIREMENTS FOR FIRE SPRINKLER AND FIRE ALARM SYSTEMS.
 SEE FIRE REVIEW FOR FURTHER DETAILS.
 3. NEC 110.26(D): ILLUMINATION SHALL BE PROVIDED ABOUT
 ELECTRICAL EQUIPMENT. THIS MEANS THAT YOU SHALL PROVIDE
 LIGHTING ADJACENT TO THE ELECTRICAL PANEL OF UNITS B &
 C.
 4. PER FBC-B 714.3.2 EXCEPTIONS: 1.1 UNLESS YOU HAVE
 SOLID NONCOMMUNICATING PARTITIONS, ALL ELECTRICAL BOXES
 IN 2 HR. RATED WALLS SHALL BE PROTECTED WITH LISTED
 FIRE STOPPING MATERIAL.
 5. NOTE WHETHER UNDER SEPARATE PERMIT OR OTHERWISE, THE
 SERVICE CHANGE HAS TO BE MADE A PART OF THIS PROJECT AS
 THE EXISTING SERVICE IS NONCOMPLIANT.
  
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, PLEASE PROVIDE A RESPONSE LETTER
 (NARRATIVE) ADDRESSING EACH ITEM AND THE PAGE NUMBER
 WHERE THE CORRECTIONS APPEAR ALONG WITH THE STANDARD
 CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PAGES INTO THE SUBMITTAL PACKAGE. MARK VOID
 AND LEAVE THE PREVIOUSLY REVIEWED SHEETS FOR
 COMPARATIVE REVIEW. CLOUDING THE CHANGES WILL BE
 GREATLY APPRECIATED.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
 THANK YOU,
 MIKE ALBARRAN
 ELECTRICAL PLANS EXAMINER
 PH: 561-805-6746
 EMAIL: [email protected]
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2017-05-03 Cont ID  
Sent By wjolin Date 2017-05-03 Time 11:59 Rev Time 0.00
Received By wjolin Date 2017-05-03 Time 11:49 Sent To  
Notes
2017-05-03 11:59:25518 SOUTH DIXIE HIGHWAY
 PERMIT #16070183
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 SHEET C-1: PER NFPA 24 SECTION 6.2.1 THE BACKFLOW
 PREVENTER SHALL BE INSTALLED IN A FIRE-RATED ROOM
 ACCESSIBLE FROM THE EXTERIOR.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date   Cont ID  
Sent By   Date 2017-02-15 Time   Rev Time 0.00
Received By wjolin Date 2017-02-15 Time 09:42 Sent To  
Notes
2017-02-15 10:20:08518 SOUTH DIXIE HIGHWAY
 PERMIT #16070183
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 FIRE PROTECTION SPRINKLER PLANS REFERENCE THE CIVIL
 PLANS FOR THE NEW UNDERGROUND FIRE MAIN AND BACKFLOW
 PREVENTER; HOWERVER, NO CIVIL PLANS WERE SUBMITTED WITH
 THIS DRAWING SET.
  
 FIRE SPRINKLER SYSTEM (BACKFLOW PREVENTER, FLOW
 SWITCHES, TAMPER SWITCHES, MONITORING PANEL) NEEDS TO
 BE COORDINATED WITH THE ELECTRICAL DESIGN.
  
 FIRE SPRINKLER SYSTEM SHALL BE MONITORED FOR CENTRAL
 STATION SERVICE.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2016-12-02 Cont ID  
Sent By wjolin Date 2016-12-02 Time 15:46 Rev Time 0.00
Received By wjolin Date 2016-12-02 Time 12:45 Sent To  
Notes
2016-12-02 15:11:07518 SOUTH DIXIE HIGHWAY
 PERMIT #16070183
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 THE PROPOSED TWO-FLOOR REHABILITATION OF THIS BUILDING
 IS EXTENSIVE AND INCLUDES NEW ROOF MEMBRANES/CAPS,
 WINDOW INFILL AND REPLACEMENT, STRUCTURAL WALL INFILL
 AND REMOVAL, NEW EXIT DOORS, NEW FIRE RATED FLOOR
 ASSEMBLY, ETC. IN MY OPINION, THIS SCOPE OF WORK
 EXCEEDS 50% OF THE AREA OF THE BUILDING AND THEREFORE
 WOULD REQUIRE SPRINKLERS TO PROTECT THE ENTIRE SECOND
 FLOOR SEEING THAT ALL NEW APARTMENTS REQUIRE THE ENTIRE
 BUILDING TO BE PROTECTED THROUGHOUT BY AN APPROVED,
 SUPERVISED AUTOMATIC SPRINKLER SYSTEM PER SECTION
 30.3.5. ADDITIONALLY, THE NEWLY CREATED APARTMENT WILL
 NOW SHARE EGRESS WITH THE EXISTING APARTMENTS. I
 BELIEVE THE FOLLOWING SECTIONS SUPPORT MY OPINION:
  
 NFPA 101 SECTION 43.5.2.3 WHERE THE TOTAL AREA OF ALL
 THE REHABILITATION WORK AREAS INCLUDED IN A
 MODIFICATION EXCEEDS 50 PERCENT OF THE AREA OF THE
 BUILDING, THE WORK SHALL BE CONSIDERED AS A
 RECONSTRUCTION AND SHALL COMPLY WITH THE REQUIREMENTS
 OF SECTION 43.6 FOR THE APPLICABLE OCCUPANCY, UNLESS
 OTHERWISE SPECIFIED IN 43.5.2.4.
  
 NFPA 101 SECTION 43.6.4.1 IN A BUILDING WITH
 REHABILITATION WORK AREAS INVOLVING OVER 50 PERCENT OF
 THE AGGREGATE BUILDING AREA, AUTOMATIC SPRINKLER
 SYSTEMS SHALL BE PROVIDED ON THE HIGHEST FLOOR
 CONTAINING A REHABILITATION WORK AREA AND ON ALL FLOORS
 BELOW IN ACCORDANCE WITH THE REQUIREMENTS OF OTHER
 SECTIONS OF THIS CODE APPLICABLE TO NEW CONSTRUCTION
 FOR THE OCCUPANCY.
  
 NFPA 101 SECTION 43.8.3 FIRE PROTECTION SYSTEMS. IN
 OTHER THAN ONE- AND TWOFAMILY DWELLINGS, EXISTING
 COMPARTMENT AREAS WITHOUT AN APPROVED SEPARATION FROM
 THE ADDITION SHALL BE PROTECTED BY AN APPROVED
 AUTOMATIC SPRINKLER SYSTEM WHERE THE COMBINED AREAS
 WOULD BE REQUIRED TO BE SPRINKLERED BY THE PROVISIONS
 APPLICABLE TO NEW CONSTRUCTION FOR THE OCCUPANCY.
  
 NFPA 101 TABLE 30.3.2.1.1 REQUIRES THE SECOND FLOOR
 WASHER/DRYER LAUNDRY TO BE PROTECTED BY AUTOMATIC FIRE
 SPRINKLERS OR BE SEPARATED FROM THE CORRIDOR WITH A
 1-HOUR FIRE BARRIER.
  
 THE NEWLY CREATED ENCLOSED EXIT STAIR IS NOT INCLUDED
 IN THE MEPF DESIGN SHOWING LIGHTING, EMERGENCY
 LIGHTING, FIRE SPRINKLERS ETC.
  
 THE FIRST FLOOR GROCERY/CONVENIENCE STORE LACKS
 BUILDOUT DETAIL. IS THIS SPACE INTENDED TO BE A SHELL
 SPACE WITHOUT OCCUPANCY?
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
  
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-07-14 Cont ID  
Sent By wjolin Date 2016-07-14 Time 13:18 Rev Time 0.00
Received By wjolin Date 2016-07-14 Time 12:13 Sent To  
Notes
2016-07-14 13:18:21518 SOUTH DIXIE HIGHWAY
 PERMIT #16070183
 REVIEW COMMENTS - FIRE DEPARTMENT
 NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY
 REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE
 (2012 EDITION WITH FLORIDA AMENDMENTS.)
  
 GENERARL: THE BUILDING IS FUNCTIONING AS A MULTIUSE
 OCCUPANCY. INDICATE IF THE BUILDING IS DESIGNED FOR
 MIXED USE (NON-SEPARATED) OR SEPARATED USE PER SECTION
 6.1.14.2.1 OF NFPA 101 FLORIDA EDITION 2012. FOR
 NON-SEPARATED MIXED USE OCCUPANCIES, THE MOST STRINGENT
 FIRE AND LIFE SAFETY REQUIREMENTS OF EACH OCCUPANCY
 SHALL APPLY TO THE BUILDING.
  
 GENERAL: PROVIDE A LIFE SAFETY PLAN SHOWING ALL
 OCCUPANCY TYPES, OCCUPANT LOADS, FIRE RATED WALLS,
 EXITS, EXIT SIGNS, EMERGENCY LIGHTING, TRAVEL
 DISTANCES, COMMON PATH OF TRAVEL ETC.
  
 GENERAL: PROVIDE A DETAILED SITE.
  
 GENERAL: PROVIDE AN EXTERIOR KEY SAFE TO ALLOW
 EMERGENCY RESPONDERS NON-FORCIBLE ENTRY INTO THE
 BUILDING DURING NON-BUSINESS HOURS. A KEY SAFE CAN BE
 ORDERED FROM WWW.KNOXBOX.COM.
  
 GENERAL: STRUCTURES WITH LIGHT FRAME FLOOR/ROOF TRUSS
 CONSTRUCTION SHALL BE IDENTIFIED WITH A SIGN AFFIXED TO
 THE BUILDING. THE SIGN SHALL FEATURE A MALTESE CROSS
 8-INCHES WIDE AND 8-INCHES TALL AND BE OF A BRIGHT RED
 REFLECTIVE COLOR AND BEAR THE APPROPRIATE LETTER R/F/RF
 DESIGNATION PER FLORIDA STATUTE 633.027 AND FLORIDA
 ADMINISTRATIVE CODE 69A-60.0081.
  
 GENERAL: PROVIDE TACTILE SIGNAGE AT ALL REQUIRED EXIT
 DOORS WITH EXIT SIGNS.
  
 GENERAL: PER NPFA 1 SECTION 8.3.2.4, EACH FIRE BARRIER
 SHALL BE PERMANENTLY IDENTIFIED WITH SIGNS OR
 STENCILING READING FIRE BARRIER-PROTECT ALL OPENINGS.
 CHARACTERS SHALL BE AT LEAST 4-INCHES IN HEIGHT AND
 HALF-INCH IN WIDTH. IDENTIFICATION SHALL BE SPACED NOT
 MORE THAN 15 FEET ON CENTER.
  
 GENERAL: PER SECTION 7.2.2.6.3 THE OUTSIDE STAIRS MAY
 NEED TO BE PROTECTED FROM FIRE EXPOSURE DEPENDING UPON
 OPENING PROTECTIVES AND SPRINKLER PROTECTION OF
 ADJACENT BUILDING.
  
 GENERARL: NO STAIR OR HANDRAIL DETAILS SUBMITTED.
 HANDRAILS ARE REQUIRED ON BOTH SIDES OF THE STAIR.
 HANDRAILS SHALL BE LOCATED NOT LESS THAN 34 INCHES AND
 NOT MORE THAN 38 INCHES ABOVE THE SURFACE OF THE TREAD,
 MEASURED VERTICALLY TO THE TOP OF THE RAIL FROM THE
 LEADING EDGE OF THE TREAD. HANDRAIL ENDS SHALL BE
 RETURNED TO THE WALL OR FLOOR OR SHALL TERMINATE AT
 NEWEL POSTS. HANDRAIL CROSS SECTION SHALL HAVE A
 DIAMETER OF NOT LESS THAN 1.25 INCHES AND NOT MORE THAN
 2 INCHES. STAIR RISERS SHALL BE BETWEEN 4 INCHES AND 7
 INCHES IN HEIGHT. STAIRS SHALL BE SLIP RESISTANT AND
 HAVE A MINIMUM TREAD DEPTH OF 11 INCHES AND PREVENT THE
 ACCUMULATION OF WATER.
  
 SHEET A-001: PROJECT DATA INDICATES THIS BUILDING IS
 NOT PROTECTED BY AUTOMATIC FIRE SPRINKLERS. ALL NEW
 APARTMENTS REQUIRE THE ENTIRE BUILDING TO BE PROTECTED
 THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC
 SPRINKLER SYSTEM PER SECTION 30.3.5. PER SECTION
 43.8.1.2, AN ADDITION SHALL NOT CREATE OR EXTEND ANY
 NONCONFORMITY WITH REGARD TO FIRE SAFETY OR THE MEANS
 OF EGRESS IN THE EXISTING BUILDING FOR WHICH THE
 ADDITION IS CONSTRUCTED. FOR ISSUANCE OF A GENERAL
 BUILDING PERMIT, SECTION 105.3.1.2(2) OF THE FLORIDA
 BUILDING CODE REQUIRES SEALED FIRE PROTECTION
 CONSTRUCTION DOCUMENTS FOR THE DESIGN OR ALTERATION OF
 50 OR MORE AUTOMATIC FIRE SPRINKLERS. PER FLORIDA
 ADMINISTRATIVE CODE SECTION 61G15-32.004, FIRE
 PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 SHEET A-103: NO DOOR SCHEDULE PROVIDED. PER SECTION
 30.3.6.2.1 DOORS THAT OPEN ONTO EXIT ACCESS CORRIDORS
 SHALL HAVE NOT LESS THAN A 20-MINUTE FIRE PROTECTION
 RATING AND SHALL BE SELF CLOSING AND SELF LATCHING.
  
 SHEET E1.1 & E1.2: NO INTERIOR OR EXTERIOR STAIR
 LIGHTING PROVIDED. PER SECTION 7.8.1.3 THE FLOORS AND
 OTHER WALKING SURFACES WITHIN AN EXIT AND WITHIN THE
 PORTIONS OF THE EXIT ACCESS AND EXIT DISCHARGE
 DESIGNATED SHALL BE ILLUMINATED AS FOLLOWS:
 (1) DURING CONDITIONS OF STAIR USE, THE MINIMUM
 ILLUMINATION FOR STAIRS SHALL BE AT LEAST 10 FT-CANDLE
 (108 LUX), MEASURED AT THE WALKING SURFACES.
  
 A THOROUGH AND COMPLETE PLAN REVIEW CANNOT BE COMPLETED
 AT THIS TIME DUE TO LACK OF INFORMATION SUBMITTED ON
 THE PLANS. ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED DURING PLAN RESUBMISSION.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date   Cont ID  
Sent By   Date 2017-05-10 Time   Rev Time 0.00
Received By lmarchan Date 2017-04-28 Time 11:29 Sent To  
Notes
2017-05-01 11:29:33B30
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-03-03 Cont ID  
Sent By cpuell Date 2017-03-03 Time 14:21 Rev Time 0.00
Received By cpuell Date 2017-01-27 Time 13:57 Sent To  
Notes
2017-01-30 13:57:22B28
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-12-19 Cont ID  
Sent By cpuell Date 2016-12-19 Time 14:34 Rev Time 0.00
Received By cpuell Date 2016-11-29 Time 15:05 Sent To  
Notes
2016-11-29 15:05:38B22
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-08-17 Cont ID  
Sent By tklarge Date 2016-08-17 Time 10:34 Rev Time 0.00
Received By tklarge Date 2016-07-06 Time 11:20 Sent To  
Notes
2016-07-07 11:20:20B25
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status P Date 2017-05-10 Cont ID  
Sent By jwitmer Date 2017-05-10 Time 09:09 Rev Time 0.00
Received By jwitmer Date 2017-05-10 Time 09:07 Sent To  
Notes
2017-05-10 09:09:21PALM BEACH COUNTY IMPACT FEE OFFICE
 DATE: 05/09/2017
 MU-17-12820
 SQUARE FEET: 841 SQ. FT.
 AMOUNT PAID: 7146.85
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2017-02-01 Cont ID  
Sent By jwitmer Date 2017-02-01 Time 17:27 Rev Time 0.00
Received By jwitmer Date 2017-02-01 Time 09:55 Sent To  
Notes
2017-02-01 17:27:06BEFORE 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2016-12-03 Cont ID  
Sent By jwitmer Date 2016-12-03 Time 11:02 Rev Time 0.00
Received By jwitmer Date 2016-12-03 Time 11:02 Sent To  
Notes
2016-12-03 11:03:27IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 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 2016-08-02 Cont ID  
Sent By jwitmer Date 2016-08-02 Time 16:56 Rev Time 0.00
Received By jwitmer Date 2016-08-02 Time 16:56 Sent To  
Notes
2016-08-02 16:56:34BEFORE 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.
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2017-02-02 Cont ID  
Sent By ccole Date 2017-02-02 Time 14:10 Rev Time 0.00
Received By ccole Date 2017-02-02 Time 14:10 Sent To  
Notes
***NONE***
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 10:51 Rev Time 0.00
Received By ccole Date 2016-12-05 Time 10:51 Sent To  
Notes
2016-12-05 11:24:592ND REVIEW FBC-2014 MECHANICAL
 PERMIT #16070183
 12/5/16
  
 1) THE ENERGYGAUGE COMPLIANCE SUBMITTAL SHOWS
 COMPLIANCE DATA FOR ONLY ONE SYSTEM, HOWEVER THE
 EQUIPMENT SCHEDULE ON MO.2 SHOWS 6 SYSTEMS.
  
 2) THERE IS MISSING INFORMATION ON PAGE 1 OF THE
 ENERGYGAUGE SUBMITTAL: OWNER'S NAME, BUILDER'S NAME,
 PERMIT OFFICE, JURISDICTION, AND SIGNATURE OF THE
 OWNER/AGENT. SEE ALSO PAGE 2 FOR MISSING INFORMATION
 REQUIRED UNDER PROJECT.
  
 3) THE SPECS FOR VENTING THE DRYER ON MO.2 ARE NOT
 LEGIBLE- PLEASE PROVIDE CLEAR LEGIBLE SPECIFICATIONS.
  
 4) PROVIDE GUARDS AT THE ROOF EDGES WHERE ROOFTOP
 EQUIPMENT IS CLOSER THAN THE MINIMUM 10' REQUIRED. SEE
 1ST REVIEW COMMENT #8.
  
 5) CLARIFY HOW OUTDOOR AIR WILL BE PROVIDED TO THE
 APARTMENTS. THERE ARE NO CALCULATIONS OR METHODS SHOWN
 ON THE PLANS- SEE SECTION 401.2.
  
 6) THE MECHANICAL ENGINEER OF RECORD HAS INDICATED WIND
 LOAD ENGINNERING AND THE NOA FOR INSTALLATION OF THE
 ROOFTOP CONDENSERS IS TO BE A DEFERRED SUBMITTAL.
 PLEASE NOTE THE FOLLOWING:
  
 1) DEFERRED SUBMITTAL: 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.
  
 2) DEFERRED SUBMITTAL. 2010 FBC 107.3.4.1 PRODUCT
 APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY THE
 DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-07-15 Cont ID  
Sent By ccole Date 2016-07-15 Time 09:06 Rev Time 0.00
Received By ccole Date 2016-07-15 Time 09:06 Sent To  
Notes
2016-07-15 10:11:591ST REVIEW MECHANICAL
 PERMIT #16070183
 7/15/16
  
 1) PROVIDE AC COOLING AND HEATING CALCULATIONS FOR THE
 NEW MINI-SPLIT SYSTEMS- SECTION C403.2.1 FBC-14 ENERGY
 CONSERVATION.
  
 2) PROVIDE ENERGY CALCULATIONS IN COMPLIANCE WITH
 SECTION C101.4.3 & C401.2 FBC-14 ENERGY CONSERVATION.
  
 3) PROVIDE AN EXHAUST VENTILATION CALCULATION FOR THE
 DRYER AND SUBMIT MANUFACTURER'S SPECIFICATIONS- SECTION
 504.5, 504.6.4. INDICATE THE TYPE OF EXHAUST DUCT WORK
 AND GAUGE OF STEEL
  
 4) PROVIDE UL LISTED FIRESTOPPING ASSEMBLIES FOR AC
 REFRIGERANT AND CONDENSATE PIPING PENETRATING
 FIRE-RATED FLOOR/CEILING AND WALL ASSEMBLIES.
  
 5) INDICATE THE TYPE AND THICKNESS OF REFRIGERANT AND
 CONDENSATE PIPING INSULATION ON THE PLAN, AND PROVIDE A
 SUBMITTAL.
  
 6) M0.1: PROVIDE THE WIND LOAD DESIGN CRITERIA AND
 COMPLETE DETAILS FOR ATTACHMENT AND ANCHORING OF THE
 CONDENSER UNITS AND ROOF STAND. SUBMIT A FL. PRODUCT
 APPROVAL FOR THE STAND WITH APPROVAL SIGNATURE BY THE
 DESIGN PROFESSIONAL OF RECORD. PLEASE CIRCLE,
 HIGHLIGHT, OR OTHERWISE MARK ALL APPLICABLE DETAILS,
 NOTES, DESIGN PRESSURES SHOWN ON THE DOCUMENT- SECTION
 301.15.
  
 7) IT APPEARS THAT A PERMANENT LADDER WILL BE REQUIRED
 TO PROVIDE ACCESS TO THE ROOFTOP MECHANICAL EQUIPMENT.
 REFER TO SECTION 306.5 AND SHOW THE LOCATION OF THE
 LADDER, AND PROVIDE CONSTRUCTION DETAILS.
  
 8) THERE ARE NO DIMESIONS ON THE ELEVATION DRAWINGS OR
 PARAPET SECTIONS TO INDICATE THE HEIGHT OF THE PARAPET
 ABOVE THE FINISHED ROOF SURFACE. PLEASE REVIEW AND
 PROVIDE GUARDS AT THE ROOF EDGES WHERE NECESSARY AS
 REQUIRED BY SECTION 304.11.
  
 9) CLARIFY HOW ACCESS FOR MAINTENANCE AND REPLACEMENT
 OF THE DRYER MAKEUP AIR MOTORIZED DAMPER WILL BE
 PROVIDED- SEE SECTION 306.1.
  
 10) SHEET A-105 SHOWS A MECHANICAL CHASE MOST LIKELY
 FOR A KITCHEN EXHAUST DUCT. PLEASE NOTE THAT THE DUCT
 MUST BE INSPECTED BEFORE BEING ENCLOSED IN THE CHASE,
 AND A UL APPROVED FIRESTOPPING ASSEMBLY WILL BE
 REQUIRED WHERE THE DUCT EXITS THE BOTTOM OF THE CHASE
 AT CEILING LEVEL. PLEASE ALSO NOTE THAT GREASE DUCTS
 REQUIRE AN 18" CLEARANCE TO COMBUSTIBLES PER SECTION
 506.3.6.
  
 11) PLEASE PROVIDE A RESPONSE NARRATIVE FROM THE DESIGN
 PROFESSIONAL ADDRESSING ALL OF THE COMMENTS LISTED
 ABOVE, A) ALL MECHANICAL EQUIPMENT AND APPLIANCE
 SUBMITTALS SHALL BEAR THE APPROVAL SIGNATURE OF THE
 DESIGN PROFESSIONAL OF RECORD.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2017-02-09 Cont ID  
Sent By gjohnson Date 2017-02-09 Time 17:48 Rev Time 0.00
Received By gjohnson Date 2017-02-09 Time 15:03 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-12-13 Cont ID  
Sent By gjohnson Date 2016-12-13 Time 10:21 Rev Time 0.00
Received By gjohnson Date 2016-12-12 Time 17:04 Sent To  
Notes
2016-12-13 10:29:172ND REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 DUE TO THE DEFICIENCIES OF THIS PLAN A COMPLETE AND
 THOROUGH REVIEW CANNOT BE DONE AT THIS TIME. UPON
 RESUBMITTAL THERE MAYBE ADDITIONAL COMMENTS.
  
 ORIGINAL COMMENTS:
  
 NOT COMPLIED 1) INDICATE THE OCCUPANCY GROUPS ON THE
 PLAN IN ACCORDANCE WITH CHAPTER 3 OF FBC.
  
 NOT COMPLIED 2) SUBMIT AN EXISTING FIRST FLOOR PLAN.
 WPB AMEND. TO FBC SEC. 107.2.1.
  
 NOT COMPLIED 3) SHT. A-103. SHOW THE WIDTH OF THE
 SHOWERS. COMPLY WITH FPC SEC.417.4
  
 NOT COMPLIED 6) THE BACKFLOW PREVENTERS SHALL BE
 LOCATED AT THE WATER METERS PER THE CWP CROSS
 CONNECTION CONTROL MANUAL.
 NOT COMPLIED 7) THE PLAN CALLS OUT A 2 INCH UNDERGROUND
 COLD WATER LINE BUT THE LINE IS LABELED AS A CONDENSATE
 DRAIN. CLARIFY. THERE IS NOTES REMAINING ON CONDENSATE
 LINE WHICH ARE CALLING IT A COLD WATER LINE.
 NOT COMPLIED 8) SHT. A101 CALLS OUT FOR THE EXISTING
 GREASE TRAP TO BE REPLACED OR RELOCATED & SHT.P1.1
 INDICATES IT IS TO REMAIN. WHICH IS IT? CLARIFY.
  
 NEW COMMENTS:
  
 1. SHT A-101 IS THE BATHROOM EXISTING IF IT IS NEW OR
 RELOCATED PROVIDE PLUMBING RISER. AND NOTE ON PLAN. WPB
 AMEND TO FBC 107.3.5.1.3(13)
  
 2. PROVIDE MOUNTING DETAILS FOR GRAB BARS TO COMPLY
 WITH. FBC ACC 604.5.1/
 604.5.2 /609.4
  
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-08-17 Cont ID  
Sent By tklarge Date 2016-08-17 Time 10:34 Rev Time 0.00
Received By tklarge Date 2016-08-17 Time 06:10 Sent To  
Notes
2016-08-17 10:34:011) INDICATE THE OCCUPANCY GROUPS ON THE PLAN IN
 ACCORDANCE WITH CHAPTER 3 OF FBC.
 2) SUBMIT AN EXISTING FIRST FLOOR PLAN. WPB AMEND. TO
 FBC SEC. 107.2.1.
 3) SHT. A-103. SHOW THE WIDTH OF THE SHOWERS. COMPLY
 WITH FPC SEC.417.4
 4) ACCESS SHALL BE PROVIDED TO THE SHUTOFF VALVES FOR
 THE STACKED WASHER/DRYER UNITS. FPC SEC.606.3.
 5) SHT.P1.1 - THE PLANS CALL OUT NEW 1 INCH COLD WATER
 PIPE IN CEILING BUT THE LINE IS LABELED AS A CONDENSATE
 LINE. THIS OCCURS IN SVERAL PLACES. CLARIFY.
 6) THE BACKFLOW PREVENTERS SHALL BE LOCATED AT THE
 WATER METERS PER THE CWP CROSS CONNECTION CONTROL
 MANUAL.
 7) THE PLAN CALLS OUT A 2 INCH UNDERGROUND COLD WATER
 LINE BUT THE LINE IS LABELED AS A CONDENSATE DRAIN.
 CLARIFY.
 8) SHT. A101 CALLS OUT FOR THE EXISTING GREASE TRAP TO
 BE RREPLACED OR RELOCATED & SHT.P1.1 INDICATES IT IS TO
 REMAIN. WHICH IS IT? CLARIFY.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
Review Stop Z ZONING
Rev No 4 Status P Date   Cont ID  
Sent By   Date 2017-08-30 Time   Rev Time 0.00
Received By kmartin Date 2017-08-30 Time 10:49 Sent To  
Notes
2017-08-17 10:49:59PROVISO
 1. A MINIMUM OF TWO BICYCLE PARKING SPACES SHALL BE
 PROVIDED ONSITE FOR NEW UNITS.
 2. A MINIMUM TWO CAR PARKING SPACES SHALL BE PROVIDED
 FOR NEW UNITS.
 3. A TROLLEY CONTRIBUTION FEE WILL BE ESTABLISHED AT
 THE TIME OF CO ISSUANCE.
  
 FOR MORE INFORMATION, PLEASE CONTACT KEVIN MARTIN
 -URBAN DESIGN PLANNER AT [email protected].
Review Stop Z ZONING
Rev No 3 Status P Date 2017-03-03 Cont ID  
Sent By   Date 2017-03-03 Time   Rev Time 0.00
Received By kmartin Date 2017-03-03 Time 10:36 Sent To I
Notes
2017-03-03 10:36:46PROVISO: PARKING REQUIREMENTS FOR ADDITIONAL UNITS MUST
 BE MET BEFORE CERTIFICATE OF OCCUPANCY IS ISSUED.
  
 FOR MORE INFORMATION PLEASE CONTACT KEVIN MARTIN, URBAN
 DESIGN PLANNER AT (561) 822-1426 OR [email protected].
Review Stop Z ZONING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 2016-12-19 Time   Rev Time 0.00
Received By   Date 2016-12-19 Time   Sent To  
Notes
2016-12-19 14:27:24PROVISO: PARKING REQUIREMENTS FOR ADDITIONAL UNITS MUST
 BE MET BEFORE CERTIFICATE OF OCCUPANCY IS ISSUED.
  
 FOR MORE INFORMATION PLEASE CONTACT KEVIN MARTIN, URBAN
 DESIGN PLANNER AT (561) 822-1426 OR [email protected].
2016-12-13 12:12:12ROUTED TO KEVIN MARTIN
Review Stop Z ZONING
Rev No 1 Status P Date 2016-08-01 Cont ID  
Sent By   Date 2016-08-01 Time   Rev Time 0.00
Received By kmartin Date 2016-08-01 Time 11:37 Sent To  
Notes
2016-08-01 11:37:50PROVISO: PARKING REQUIREMENTS FOR ADDITIONAL UNITS MUST
 BE MET BEFORE CERTIFICATE OF OCCUPANCY IS ISSUED.
  
 FOR MORE INFORMATION PLEASE CONTACT KEVIN MARTIN, URBAN
 DESIGN PLANNER AT (561) 822-1426 OR [email protected].


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