Plan Review Details - Permit 17101103
Plan Review Stops For Permit 17101103
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-02-08 Cont ID  
Sent By jwitmer Date 2018-02-08 Time 17:27 Rev Time 0.00
Received By jwitmer Date 2018-02-08 Time 16:59 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-01-04 Cont ID  
Sent By jwitmer Date 2018-01-04 Time 11:53 Rev Time 0.00
Received By jwitmer Date 2017-12-22 Time 14:26 Sent To  
Notes
2018-01-04 11:53:052014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17101103
 ADD: 538 NORTHWOOD RD.
 CONT: AUTHORIZED ADVANCED GENERAL CONTRACTORS INC.
 TEL: 786-985-6733
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: FRI. DEC. 22/ 2017
 ACTION: DENIED
  
 1) COMPLIED. A-2 JUICE BAR OCCUPANT LOAD OF 98.
  
 2) 2ND REVIEW TITLEBLOCK LIST THE TENANCY A JUICE BAR,
 SHEET A.1 DOES NOT HAVE A KITCHEN ALTHOUGH TWO OF THE 3
 SPACES FOR SERVICING JUICE ARE LABELED DINING ROOMS. IF
 THERE IS NO KITCHEN THE BUILDING OFFICIAL MR. BROWN
 OBJECTS TO THE TERM DINING ROOM, PLEASE LABEL THE ROOM
 THAT MOST DESCRIBES THE USE OF THE ROOM, JUICE BAR
 WOULD BE MORE ADEQUATE. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 3) THE MEETING THAT WAS HELD BETWEEN FRIEDERIKE
 MITTNER, VICTORIA AMADOR AND MYSELF ON 12/20/2017
 DISCUSSED THE REPLACEMENT OF DOORS WITH OUTSWING DOORS
 FRONT AND BACK WITH THE EXCEPTION OF THE 2 SIDE DOORS,
 TO BE FIXED IN PLACE, ADD SIGNAGE NOT A DOOR, AND THE
 CENTER DOOR AT THE FRONT BE THE EGRESS DOOR AND THE
 REAR DOOR BE THE 2ND MEANS OF EGRESS. BOTH SETS OF DOOR
 WILL NEED TO BE RECESSED BACK INTO THE SPACE AND SWING
 OUT. DEPENDING ON THE DESIGN OF THE FRONT DOOR IF THERE
 WILL BE 18 INCHES FOR MANEUVERING CLEARANCES OR IF AN
 ELECTRIC PUSH BUTTON AND AUTOMATIC AND POWER ASSISTED
 DOOR WITH BATTERY BACKUP WILL BE USED TO MEET THE
 REQUIREMENTS FOUND IN THE 2014 FBC-ACCESSIBILITY CODE
 404.2.4 MANEUVERING CLEARANCES OR 404.3 AUTOMATIC AND
 POWER ASSISTED DOORS.
  
 4) SEMI-COMPLIED. 93 SEATS X 0.05= 4.6 OR 5 ACCESSIBLE
 SEATS.
  
 5)SEMI-COMPLIED. 226.2 DISPERSION. DINING SURFACES AND
 WORK SURFACES REQUIRED TO COMPLY WITH 902 SHALL BE
 DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING
 DINING SURFACES. THERE IS NO ACCESSIBLE SEATING ALONG
 THE WALL AT COUNTER NOR AT THE JUICE BAR.
  
 6) 902.1 .DINING SURFACES AND WORK SURFACES SHALL
 COMPLY WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL.
 DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS,
 TABLES, AND LUNCH COUNTERS.
  
 6)(A) 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.
  
 6)(B) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 7) COMPLIED. SHEET A.3 INDICATES 2 NEW ACCESSIBLE
 RESTROOMS
  
 8)THIS REVIEW A SURVEY WAS SUBMITTED BOTH THE FRONT
 DOORS AND REAR DOORS WILL SWING OVER THE PROPERTY LINE,
 THEY WILL NEED TO BE RECESSED SO THE OUTSWING DOOR DOES
 NOT SWING OVER THE PROPERTY LINE SHOW COMPLIANCE WITH
 FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8 FEET
 IN HEIGHT.
 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY ABOVE GRADE
 AND BELOW 8 FEET IN HEIGHT SHALL BE PROHIBITED EXCEPT
 AS PROVIDED FOR IN SECTIONS 3202.2.1 THROUGH 3202.2.3.
 DOORS AND WINDOWS SHALL NOT OPEN OR PROJECT INTO THE
 PUBLIC RIGHT-OF-WAY.
  
 9) SHEET D1 NOTE NUMBER 4 INDICATES PARTIALLY REMOVE
 EXISTING WALL TO ACCOMMODATE NEW WINDOWS AND/ OR DOORS
 OPENINGS. DO NOT REMOVE ANY STRUCTURAL BEAMS OR
 COLUMNS. NOTIFY ENGINEER IF CONFLICT EXIST. PLEASE NOTE
 THERE ARE NO STRUCTURAL SHEETS WITH THIS SET OF PLANS.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 10)SEMI-COMPLIED.2ND REVIEW. THE COVERSHEET LIST DESIGN
 PRESSURES AND THE WIND SPEED OF 161VULT AND 127 VASD.
 PLEASE CORRECT THE EASTERLY WIND DESIGN DELINEATION IS
 170 MPH, VULT. SEE 2014 FBC-B FIGURE 1609A FOR BUILDING
 RISK CATEGORY II NOT 160.
  
 2ND REVIEW. SHEET A.2. THE SUBMITTED DESIGN CRITERIA
 WAS BASED ON PRESSURES SHOWING A ROOF SLOPE BETWEEN 7
 DEGREES AND 27 DEGREES. THIS ROOF IS A FLAT ROOF
 PRESSURES WILL BE GREATER.
  
 1ST REVIEW. PLEASE NOTE THERE IS NO WIND DESIGN
 CRITERIA GIVEN, PLEASE PROVIDE THE FOLLOWING FOR CODE
 COMPLIANCE:
 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:
  
 10.1. PROVIDED. ULTIMATE DESIGN WIND SPEED, VULT,
 (3-SECOND GUST), MILES PER HOUR AND NOMINAL DESIGN WIND
 SPEED, VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 10.2. PROVIDED. RISK CATEGORY.
  
 10.3. SEMI PROVIDED, PROVIDE THE ROOF HEIGHT. WIND
 EXPOSURE. APPLICABLE WIND DIRECTION IF MORE THAN ONE
 WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. HEIGHT AND
 EXPOSURE.
  
 10.4.PROVIDED. APPLICABLE INTERNAL PRESSURE
 COEFFICIENT.
  
 10.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF.
  
 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.
  
 11) 2ND REQUEST. PLEASE PROVIDE COMPLIANCE WITH THE
 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 12) 2ND REQUEST. PLEASE IDENTIFY ON THE PRODUCT
 APPROVAL BEFORE SUBMITTING TO DESIGNER OF RECORD AND
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. FOR ALL
 PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE OPENING
 WIDTH & HEIGHT, TYPE OF GLAZING, MULLION INFORMATION IF
 REQUIRED, ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH
 OPENING SIZE. 2014 FBC-B 1405.13.1 INSTALLATION.
 WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH
 APPROVED MANUFACTURERS INSTRUCTIONS. FASTENER SIZE AND
 SPACING SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND
 SHALL BE CALCULATED BASED ON MAXIMUM LOADS AND SPACING
 USED IN THE TESTS.
  
 13) THE PLANS DO NOT INDICATE THE USE OR INSTALLATION
 OF WINDOW OR DOOR SUB-BUCKS. PLEASE PROVIDE SUB-BUCK
 DETAILS FOR WINDOW AND DOORS. PLEASE INCLUDE FASTENING
 OF BUCK TO THE SUBSTRATE BELOW. FBC-B 1710.10 MASONRY,
 CONCRETE OR OTHER STRUCTURAL SUBSTRATE. . UNLESS
 OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE
 INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS PROVIDED.
  
 14) W. P. B. 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..
  
 15) 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.
  
 16) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-11-01 Cont ID  
Sent By jwitmer Date 2017-11-01 Time 07:26 Rev Time 0.00
Received By jwitmer Date 2017-10-31 Time 11:51 Sent To  
Notes
2017-11-01 07:26:452014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17101103
 ADD: 538 NORTHWOOD RD.
 CONT: AUTHORIZED ADVANCED GENERAL CONTRACTORS INC.
 TEL: 786-985-6733
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. OCT. 31/ 2017
 ACTION: DENIED
  
 1) THE COVER SHEET CV.1 INDICATES A GROSS SQ. FT. OF
 2920. THE OCCUPANCY TYPE AS A3 WITH A GALLERY, JUICE
 BAR AND LOUNGE AREA AND A 3RD AREA LABELED A WELLNESS
 STUDIO. THE COVERSHEET ALSO INDICATES 1916 SQ. FT. IS
 DEDICATED TO DINING WHICH TRANSLATES INTO 127.33 OR 128
 OCCUPANTS. PLEASE NOTE DINING AND THE CONSUMPTION OF
 DRINK IS CLASSIFIED AS AN A2 OCCUPANCY. PLEASE UPDATE
 PLANS. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 2) THE OTHER ISSUE IS THE CHANGE OF OCCUPANCY HAS NOT
 BEEN DECLARED. THE LAST USE FOR THIS TENANT SPACE WAS
 CONSIGNMENT SHOP WHICH IS CONSIDERED A MERCANTILE
 OCCUPANCY. IT WOULD APPEAR THIS IS TO BE A MIXED USE
 BETWEEN A A-2 ESTABLISHMENT AND POSSIBLY A BUSINESS
 OCCUPANCY, THE BUSINESS OCCUPANCY BEING THE WELLNESS
 STUDIO. PLEASE EXPLAIN WHAT THE FUNCTION OF THIS AREA
 WILL BE SINCE IT STILL LOOKS LIKE PART OF THE
 RESTAURANT. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 3A) WITH THE COVERSHEET LISTING AN OCCUPANT LOAD OF 128
 FOR AN ESTABLISHMENT THAT SERVES EITHER FOOD OR DRINK
 ,THIS WILL CREATE AN A-2 OCCUPANCY AND A CHANGE OF
 OCCUPANCY. THE 2014 EXISTING BUILDING CODE
 SECTION 1001.3.1. PARTIAL CHANGE OF OCCUPANCY
 CLASSIFICATION. WHERE A PORTION OF AN EXISTING BUILDING
 IS CHANGED TO A NEW OCCUPANCY CLASSIFICATION, SECTION
 1012 SHALL APPLY.
  
 1012.1.1.1 CHANGE OF OCCUPANCY CLASSIFICATION WITHOUT
 SEPARATION. WHERE A PORTION OF AN EXISTING BUILDING IS
 CHANGED TO A NEW OCCUPANCY CLASSIFICATION AND THAT
 PORTION IS NOT SEPARATED FROM THE REMAINDER OF THE
 BUILDING WITH FIRE BARRIERS HAVING A FIRE-RESISTANCE
 RATING AS REQUIRED IN THE FLORIDA BUILDING CODE,
 BUILDING FOR THE SEPARATE OCCUPANCY, THE ENTIRE
 BUILDING SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF
 CHAPTER 9 APPLIED THROUGHOUT THE BUILDING FOR THE MOST
 RESTRICTIVE OCCUPANCY CLASSIFICATION IN THE BUILDING
 AND WITH THE REQUIREMENTS OF THIS CHAPTER.
  
 1012.2 FIRE PROTECTION SYSTEMS. FIRE PROTECTION SYSTEMS
 SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 1012.2.1
 AND 1012.2.2.
  
 1012.2.1 FIRE SPRINKLER SYSTEM. WHERE A CHANGE IN
 OCCUPANCY CLASSIFICATION OCCURS THAT REQUIRES AN
 AUTOMATIC FIRE SPRINKLER SYSTEM TO BE PROVIDED BASED ON
 THE NEW OCCUPANCY IN ACCORDANCE WITH CHAPTER 9 OF THE
 FLORIDA BUILDING CODE, BUILDING, SUCH SYSTEM SHALL BE
 PROVIDED THROUGHOUT THE AREA WHERE THE CHANGE OF
 OCCUPANCY OCCURS.
 2014 FBC-B SECTION 903.2.1.2 GROUP A-2. AN AUTOMATIC
 SPRINKLER SYSTEM SHALL BE PROVIDED FOR GROUP A-2
 OCCUPANCIES WHERE ONE OF THE FOLLOWING CONDITIONS
 EXISTS:
 (2.) THE FIRE AREA HAS AN OCCUPANT LOAD OF 100 OR MORE.
  
 3B) SHEET A.3 INDICATES A2 RESTAURANT OCCUPANCY WITH A
 BUSINESS OCCUPANCY (WELLNESS STUDIO) WHICH WILL BE
 CONSIDERED A MIXED USE OCCUPANCY. PLEASE PROVIDE HOW
 OCCUPANCY SEPARATION WILL BE MAINTAINED REQUIRED BY THE
 2014 FBC-B TABLE 508.4, 1 HOUR WITH FIRE SPRINKLERS AND
 2 HOURS FOR NON-SPRINKLERED TENANT SPACES.
  
 3C) THE EXTERIOR SIDE WALL OF THE GALLERY PLEASE ALSO
 PROVIDE THE FIRE RATING FOR THIS WALL. SEE FBC-B TABLE
 602.
  
 4) THE COVERSHEET INDICATES 115 CHAIRS AT TABLES, THERE
 IS ALSO A CALCULATION OF DINING FLOOR AREA OF 1916 SQ.
 FT./ 15 = 128 OCCUPANTS. 128 X 0.05 = 6.4 OR 7 REQUIRED
 ACCESSIBLE CHAIRS AT VARIOUS LOCATIONS. PLEASE
 SHOW COMPLIANCE WITH THE 2014 FBC-ACCESSIBILITY CODE
 226.1 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.
  
 5) 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.
  
 6) 902.1 .DINING SURFACES AND WORK SURFACES SHALL
 COMPLY WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL.
 DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS,
 TABLES, LUNCH COUNTERS, AND BOOTHS. EXAMPLES OF WORK
 SURFACES INCLUDE WRITING SURFACES, STUDY CARRELS,
 STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER
 TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON
 COUNTERS, AND WHERE COVERED BY THE ABA SCOPING
 PROVISIONS, EMPLOYEE WORK STATIONS.
  
 6)(A) 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.
  
 6)(B) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 7) SHEET A.3 INDICATES 2 NEW ACCESSIBLE RESTROOMS, BUT
 THERE IS NO DETAILS SHOWING FIXTURE DISTANCES FROM
 WALLS, GRAB BARS, AND RESTROOM ACCESSORIES.
  
 8) PLEASE PROVIDE A SURVEY OF THE PROPERTY SHOWING THE
 PROPERTY LINES. SHEET D1 THE DEMO PLAN SHOWS THE
 REMOVAL OF ALL STOREFRONT WINDOWS AND DOORS. THIS SAME
 SHEET SHOWS ALL OF THE STOREFRONT DOORS AS INSWING
 DOORS, THE BACK EGRESS DOOR OUTSWING DOORS. SHEET A.3
 SHOWS ALL OF THE STOREFRONT DOORS AND THE REAR DOOR AS
 OUTSWING DOORS. PLEASE PROVIDE A SURVEY TO SHOW
 COMPLIANCE WITH FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE
 AND BELOW 8 FEET IN HEIGHT.
 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY ABOVE GRADE
 AND BELOW 8 FEET IN HEIGHT SHALL BE PROHIBITED EXCEPT
 AS PROVIDED FOR IN SECTIONS 3202.2.1 THROUGH 3202.2.3.
 DOORS AND WINDOWS SHALL NOT OPEN OR PROJECT INTO THE
 PUBLIC RIGHT-OF-WAY.
  
 9) SHEET D1 NOTE NUMBER 4 INDICATES PARTIALLY REMOVE
 EXISTING WALL TO ACCOMMODATE NEW WINDOWS AND/ OR DOORS
 OPENINGS. DO NOT REMOVE ANY STRUCTURAL BEAMS OR
 COLUMNS. NOTIFY ENGINEER IF CONFLICT EXIST. PLEASE NOTE
 THERE ARE NO STRUCTURAL SHEETS WITH THIS SET OF PLANS.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 10) PLEASE NOTE THERE IS NO WIND DESIGN CRITERIA GIVEN,
 PLEASE PROVIDE THE FOLLOWING FOR CODE COMPLIANCE:
 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:
  
 10.1. PROVIDED. ULTIMATE DESIGN WIND SPEED, VULT,
 (3-SECOND GUST), MILES PER HOUR AND NOMINAL DESIGN WIND
 SPEED, VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 10.2. PROVIDED. RISK CATEGORY.
  
 10.3. SEMI PROVIDED, PROVIDE THE ROOF HEIGHT. WIND
 EXPOSURE. APPLICABLE WIND DIRECTION IF MORE THAN ONE
 WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. HEIGHT AND
 EXPOSURE.
  
 10.4.PROVIDED. APPLICABLE INTERNAL PRESSURE
 COEFFICIENT.
  
 10.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF.
  
 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.
  
 11) PLEASE PROVIDE COMPLIANCE WITH THE 2014 FBC-B
 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3
 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 12) PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE
 SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION
 TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH
 GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
 TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED,
 ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING
 SIZE. 2014 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND
 DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED
 MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND SPACING
 SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE
 CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN
 THE TESTS.
  
 13) THE PLANS DO NOT INDICATE THE USE OR INSTALLATION
 OF WINDOW OR DOOR SUB-BUCKS. PLEASE PROVIDE SUB-BUCK
 DETAILS FOR WINDOW AND DOORS. PLEASE INCLUDE FASTENING
 OF BUCK TO THE SUBSTRATE BELOW. FBC-B 1710.10 MASONRY,
 CONCRETE OR OTHER STRUCTURAL SUBSTRATE. . UNLESS
 OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE
 INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS PROVIDED.
  
 14) W. P. B. 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..
  
 15) 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.
  
 16) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2018-02-28 Cont ID  
Sent By jpearson Date 2018-02-28 Time 11:22 Rev Time 0.00
Received By jpearson Date 2018-02-28 Time 09:57 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2018-01-03 Cont ID  
Sent By jpearson Date 2018-01-03 Time 10:47 Rev Time 0.00
Received By jpearson Date 2018-01-03 Time 10:20 Sent To  
Notes
2018-01-03 10:47:25CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL 2ND REVIEW STATUS: DENIED, SEE COMMENTS
 BELOW. PREVIOUS COMMENTS ADDRESSED SATISFACTORILY HAVE
 BEEN REMOVED.
  
 1. PANEL B SHOWS A LOAD OF 197.5 AMPS, BUT THE LOAD
 CALCULATION DOES NOT INCLUDE THE 25% ADDITIONAL LOAD
 REQUIRED FOR CONTINUOUS LOADS. THE RTU'S ARE CONSIDERED
 A CONTINUOUS LOAD. THE CONDUCTORS FEEDING THIS PANEL,
 AND THE OVERCURRENT PROTECTION OF THE PANEL WOULD NEED
 TO BE A SUM OF 125% OF THE CONTINUOUS LOAD PLUS 100% OF
 THE NON-CONTINUOUS LOAD. THE PANEL NEEDS TO BE RATED TO
 HANDLE THIS LOAD. PROVIDE CORRECTION. NEC 215.2, 215.3,
 408.30, 408.36
 2. THE AIC RATINGS LISTED ON THE PANEL SCHEDULES IS
 SHOWN AS 10,000 AIC. THE SHORT CIRCUIT CALCULATION
 PROVIDED SHOWS A MINIMUM RATING OF 14,119 AMPS IS
 REQUIRED. PROVIDE CORRECTION. NEC 110.9
 3. PANEL SCHEDULES STATE THAT THE PANELS ARE 3 PHASE, 3
 WIRE, WHICH IS INCORRECT. PROVIDE CORRECTION TO SHOW
 PANELS AS SINGLE PHASE. NEC 110.3; FBC 107.2.1
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-11-14 Cont ID  
Sent By jpearson Date 2017-11-14 Time 15:42 Rev Time 0.00
Received By jpearson Date 2017-11-14 Time 15:42 Sent To  
Notes
2017-11-14 15:42:11CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. THERE IS A PROPOSED ELECTRICAL PLAN ON SHEET E.1 AND
 ONE ON SHEET E.2 THAT ARE DIFFERENT. CLARIFY AND/OR
 CORRECT. FBC 107.2.1
 2. PROVIDE ACCURATE LOAD CALCULATION INCLUDING ALL
 LOADS. ALL LIGHTING SHOULD BE FIGURED AT 125% FOR
 CONTINUOUS LOAD. MAKE SURE MATH IS CORRECT, THERE ARE 3
 PHASE CALCULATIONS ON PANEL SCHEDULES AND SINGLE PHASE
 CALCULATIONS ON LOAD CALC. TOTAL CONNECTED LOAD DOES
 NOT MATCH WHAT IS STATED IN PANEL SCHEDULE. NEC 220
 3. WHY ARE THERE 2 PANEL SCHEDULES FOR EACH PANEL?
 REMOVE CONFLICTING OR REDUNDANT INFORMATION. FBC
 107.2.1
 4. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10
 5. A CONFLICT EXIST BETWEEN THE STATED AIC RATING OF
 PANELS ON THE RISER DIAGRAM AND WHAT IS STATED ON PANEL
 SCHEDULES. PROVIDE CORRECTION. NEC 110.9; FBC 107.2.1
 6. PROVIDE GRAPH/CALCULATION OF INTERIOR LIGHTING POWER
 ALLOWANCES PER THE FBC ENERGY CODE IN RELATION TO THE
 CONNECTED INTERIOR LIGHTING PROPOSED TO COMPLY WITH
 CODE. FBC CE 405.5
 7. PROVIDE LIGHT FIXTURE SCHEDULE. NEC 110.3
 8. PROVIDE THE ADDITIONAL AUTOMATIC LIGHTING CONTROLS
 STIPULATED IN THE FBC ENERGY CODE. FBC CE 405.2.2,
 405.2.2.2
 9. PROVIDE DEDICATED CIRCUIT AND CONTROL FOR SIGN. NEC
 600.5; FBC CE 405.2.4
 10. PROVIDE SHOW WINDOW OUTLETS AND CIRCUIT PER CODE.
 NEC 210.62
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2018-02-06 Cont ID  
Sent By pleduc Date 2018-02-06 Time   Rev Time 0.00
Received By pleduc Date 2018-02-06 Time 09:19 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-12-12 Cont ID  
Sent By pleduc Date 2017-12-12 Time   Rev Time 0.00
Received By pleduc Date 2017-12-12 Time 12:31 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-10-30 Cont ID  
Sent By pleduc Date 2017-10-30 Time   Rev Time 0.00
Received By pleduc Date 2017-10-30 Time 12:07 Sent To  
Notes
2017-10-30 13:16:17THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET A 3 - THERE IS AN EXIT OPENING INDICATED IN
 THE REAR, CENTER AREA. THERE ARE NO DIMENSIONS
 INDICATED FOR THIS OPENING.
  
 PLEASE PROVIDE AND ENSURE IT MEETS THE MINIMUM
 REQUIREMENTS PER NFPA 101, CHAPTER 7, MEANS OF EGRESS.
  
 7.3.4 MINIMUM WIDTH.
 7.3.4.1 THE WIDTH OF ANY MEANS OF EGRESS, UNLESS
 OTHERWISE
 PROVIDED IN 7.3.4.1.1 THROUGH 7.3.4.1.3, SHALL BE AS
 FOLLOWS:
 (1) NOT LESS THAN THAT REQUIRED FOR A GIVEN EGRESS
 COMPONENT IN
 THIS CHAPTER OR CHAPTERS 11 THROUGH 43
 (2) NOT LESS THAN 36 IN. (915 MM) WHERE ANOTHER PART OF
 THIS
 CHAPTER AND CHAPTERS 11 THROUGH 43 DO NOT SPECIFY A
 MINIMUM WIDTH
  
  
  
  
  
 2) SHEET A 3 - THERE IS A SET OF DOUBLE DOORS INDICATED
 AS AN EXIT IN THE REAR AREA. THESE DOORS SWING INWARD
 TOWARDS THE PATH OF EGRESS. THESE DOORS ARE REQUIRED TO
 SWING IN THE PATH OF EGRESS. THIS DOOR DOES NOT HAVE
 PANIC HARDWARE INDICATED FOR IT. SEE # 6 BELOW.
  
 7.2.1.4.2 DOOR LEAF SWING DIRECTION. DOOR LEAVES
 REQUIRED TO BE OF
 THE SIDE-HINGED OR PIVOTED-SWINGING TYPE SHALL SWING IN
 THE DIRECTION OF
 EGRESS TRAVEL UNDER ANY OF THE FOLLOWING CONDITIONS:
 (1) WHERE SERVING A ROOM OR AREA WITH AN OCCUPANT LOAD
 OF 50 OR
 MORE, EXCEPT UNDER ANY OF THE FOLLOWING CONDITIONS:
 (A) DOOR LEAVES IN HORIZONTAL EXITS SHALL NOT BE
 REQUIRED TO
 SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE PERMITTED
 BY
 7.2.4.3.8.1 OR 7.2.4.3.8.2.
 (B) DOOR LEAVES IN SMOKE BARRIERS SHALL NOT BE REQUIRED
 TO
 SWING IN THE DIRECTION OF EGRESS TRAVEL IN EXISTING
 HEALTH
 CARE OCCUPANCIES, AS PROVIDED IN CHAPTER 19.
 (2) WHERE THE DOOR ASSEMBLY IS USED IN AN EXIT
 ENCLOSURE, UNLESS THE
 DOOR OPENING SERVES AN INDIVIDUAL LIVING UNIT THAT
 OPENS DIRECTLY
 INTO AN EXIT ENCLOSURE
 (3) WHERE THE DOOR OPENING SERVES A HIGH HAZARD
 CONTENTS AREA
  
  
  
 3) SHEET A 3 - THE DOUBLE DOORS IN THE REAR AREA ARE
 INDICATED AS AN EXIT LEADING INTO AN OFFICE AREA, THEN
 THRU ANOTHER DOOR INTO A VESTIBULE. THIS EXIT SHALL NOT
 PASS THRU AN OFFICE.
  
 7.5.2 IMPEDIMENTS TO EGRESS. SEE ALSO 7.1.9 AND
 7.2.1.5.
 7.5.2.1* ACCESS TO AN EXIT SHALL NOT BE THROUGH
 KITCHENS,
 STOREROOMS OTHER THAN AS PROVIDED IN CHAPTERS 36 AND
 37,
 RESTROOMS, WORKROOMS, CLOSETS, BEDROOMS OR SIMILAR
 SPACES, OR
 OTHER ROOMS OR SPACES SUBJECT TO LOCKING, UNLESS
 PASSAGE THROUGH
 SUCH ROOMS OR SPACES IS PERMITTED FOR THE OCCUPANCY BY
 CHAPTER
 18, 19, 22, OR 23.
  
 12.2.5.2 ACCESS THROUGH HAZARDOUS AREAS. MEANS OF
 EGRESS
 FROM A ROOM OR SPACE FOR ASSEMBLY PURPOSES SHALL NOT BE
 PERMITTED THROUGH KITCHENS, STOREROOMS, RESTROOMS,
 CLOSETS,
 PLATFORMS, STAGES, PROJECTION ROOMS, OR HAZARDOUS AREAS
 AS
 DESCRIBED IN 12.3.2.
  
  
  
  
 4) SHEET A 3 - SHOULD THE EXITING THRU THE SPACE
 INDICATED IN # 3 ABOVE, BE LATER APPROVED THRU
 REVISIONS, THE DOOR LEADING OUT OF THE OFFICE IS NOT
 INDICATED WITH A EXIT SIGN.
  
 PLEASE PROVIDE AN EXIT SIGN IF THIS CAN BE APPROVED TRU
 REVISIONS.
  
  
  
 5) SHEET A 3 - THERE IS A DOUBLE DOOR EXIT INDICATED AT
 THE REAR OF THE BUILDING. IT IS NOT CLEAR THAT THIS
 EXIT LEADS TO A PUBLIC WAY. PLEASE PROVIDE SITE PALN
 DETAILS SHOWING COMPLIANCE WITH THE CODE.
  
 7.7 DISCHARGE FROM EXITS.
 7.7.1* EXIT TERMINATION. EXITS SHALL TERMINATE
 DIRECTLY, AT A
 PUBLIC WAY OR AT AN EXTERIOR EXIT DISCHARGE, UNLESS
 OTHERWISE
 PROVIDED IN 7.7.1.2 THROUGH 7.7.1.4.
 7.7.1.1 YARDS, COURTS, OPEN SPACES, OR OTHER PORTIONS
 OF THE EXIT
 DISCHARGE SHALL BE OF THE REQUIRED WIDTH AND SIZE TO
 PROVIDE ALL
 OCCUPANTS WITH A SAFE ACCESS TO A PUBLIC WAY.
  
  
  
  
 6) SHEET A 3 & D 1 - THERE IS NO INDICATION OF A DOOR
 SCHEDULE. PLEASE PROVIDE ALL APPLICABLE DOOR
 INFORMATION ON A DOOR SCHEULDE INCLUDING ALL LOCKING
 DEVICES AND ENSURE THEY MEET THE REQUIRERMENTS OF THE
 CODE.
  
  
 12.2.2.2.3 ANY DOOR IN A REQUIRED MEANS OF EGRESS FROM
 AN AREA
 HAVING AN OCCUPANT LOAD OF 100 OR MORE PERSONS SHALL BE
 PERMITTED TO BE PROVIDED WITH A LATCH OR LOCK ONLY IF
 THE LATCH OR
 LOCK IS PANIC HARDWARE OR FIRE EXIT HARDWARE COMPLYING
 WITH
 7.2.1.7, UNLESS OTHERWISE PERMITTED BY ONE OF THE
 FOLLOWING:
 (1) THIS REQUIREMENT SHALL NOT APPLY TO DELAYED-EGRESS
 LOCKS AS
 PERMITTED IN 12.2.2.2.5.
 (2) THIS REQUIREMENT SHALL NOT APPLY TO
 ACCESS-CONTROLLED
 EGRESS DOORS AS PERMITTED IN 12.2.2.2.6.
 12.2.2.2.4 LOCKING DEVICES COMPLYING WITH 7.2.1.5.5
 SHALL BE
 PERMITTED TO BE USED ON A SINGLE DOOR OR A SINGLE PAIR
 OF DOORS IF
 BOTH OF THE FOLLOWING CONDITIONS APPLY:
 (1) THE DOOR OR PAIR OF DOORS SERVE AS THE MAIN EXIT
 AND THE
 ASSEMBLY OCCUPANCY HAS AN OCCUPANT LOAD NOT GREATER
 THAN
 500.
 (2) ANY LATCHING DEVICES ON SUCH A DOOR(S) FROM AN
 ASSEMBLY
 OCCUPANCY HAVING AN OCCUPANT LOAD OF 100 OR MORE ARE
 RELEASED BY PANIC HARDWARE OR FIRE EXIT HARDWARE.
  
  
  
  
 7) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 8) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop HIST HISTORICAL
Rev No 3 Status P Date 2018-02-21 Cont ID  
Sent By fmittner Date 2018-02-21 Time 13:57 Rev Time 0.00
Received By fmittner Date 2018-02-21 Time 13:57 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 2 Status F Date 2017-12-20 Cont ID  
Sent By fmittner Date 2017-12-20 Time 10:41 Rev Time 0.00
Received By fmittner Date 2017-12-15 Time 15:00 Sent To  
Notes
2017-12-20 10:43:09FHM MET WITH VICTORIA AMADOR TODAY 12/20.
  
 PROPERTY LOCATED IN NORTHWOOD ROAD HISTORIC DISTRICT.
 NEW DOORS SHALL REPLICATE OLD.
 CAN "FIX" TWO SIDE DOORS AND JUST MAKE MIDDLE ONE
 OPERABLE. SHOULD BE 1/2-3/4 GLASS WITH SOLID BELOW, NO
 SIDELIGHTS.
  
 SHE CLARIIFED WINDOWS WILL NOT BE REPLACED...PLANS NEED
 TO REFLECT THAT.
Review Stop HIST HISTORICAL
Rev No 1 Status F Date 2017-11-14 Cont ID  
Sent By fmittner Date 2017-11-14 Time 12:34 Rev Time 0.00
Received By fmittner Date 2017-11-14 Time 12:34 Sent To  
Notes
2017-11-14 12:35:58EXTERIOR MODIFICATION SIN HISTORIC DISTRICT REQURIES
 SUBMITTAL OF COA/ELEVATIOSN.
  
 QUESTIONS, PLEASE CONTACT:
  
 FRIEDERIKE MITTNER, CITY HISTORIC PRESERVATION PLANNER
 (561) 822-1457
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-03-21 Cont ID  
Sent By ccole Date 2018-03-21 Time 08:46 Rev Time 0.00
Received By ccole Date 2018-03-08 Time 13:06 Sent To  
Notes
2018-03-09 13:06:33RESUB ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-03-03 Cont ID  
Sent By gjohnson Date 2018-03-03 Time 09:58 Rev Time 0.00
Received By gjohnson Date 2018-02-02 Time 15:20 Sent To  
Notes
2018-02-02 15:20:22C09
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-01-24 Cont ID  
Sent By eschneid Date 2018-01-24 Time 11:01 Rev Time 0.00
Received By eschneid Date 2017-12-08 Time 15:50 Sent To  
Notes
2017-12-11 15:50:41C16
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-11-15 Cont ID  
Sent By gjohnson Date 2017-11-15 Time 15:01 Rev Time 0.00
Received By gjohnson Date 2017-10-26 Time 13:53 Sent To  
Notes
2017-10-27 13:54:04B16
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status N Date 2018-04-17 Cont ID  
Sent By jwitmer Date 2018-04-17 Time 12:30 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2018-04-17 12:30:09IMPACT FEES PAID
 PALM BEACH COUNTY IMPACT FEE OFFICE
 DATE RECEIVED: 4/17/18
 RECEIPT NUMBER:00
 TRACKING NUMBER:00
 TOTAL AMOUNT: 00/ NO FEES DUE
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2018-02-08 Cont ID  
Sent By jwitmer Date 2018-02-08 Time 17:00 Rev Time 0.00
Received By jwitmer Date 2018-02-08 Time 17:00 Sent To  
Notes
2018-02-08 17:00:46BEFORE 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-11-01 Cont ID  
Sent By jwitmer Date 2017-11-01 Time 07:27 Rev Time 0.00
Received By jwitmer Date 2017-11-01 Time 07:26 Sent To  
Notes
2017-11-01 07:27:32BEFORE 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2018-04-13 Cont ID  
Sent By ccole Date 2018-04-17 Time 14:16 Rev Time 0.00
Received By ccole Date 2018-04-13 Time 14:16 Sent To I
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2018-03-21 Cont ID  
Sent By ccole Date 2018-03-21 Time 08:40 Rev Time 0.00
Received By ccole Date 2018-03-21 Time 08:39 Sent To I
Notes
2018-03-21 08:42:484TH REVIEW FBC-2017 MECHANICAL
 PERMIT #17101103
 3/21/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) 3RD REQUEST FOR THE REQUIRED INPUT DATA REPORTS TO
 BE ATTACHED AND SUBMITTED WITH THE ENERGYGAUGE
 COMPLIANCE REPORTS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2018-02-28 Cont ID  
Sent By ccole Date 2018-02-28 Time 08:30 Rev Time 0.00
Received By ccole Date 2018-02-28 Time 08:07 Sent To  
Notes
2018-02-28 08:37:103RD REVIEW FBC-2014 MECHANICAL, ENERGY CONSERVATION
 PERMIT #17101103
 2/28/18
  
 PLAN REVIEW RESULTS:
  
 1) THE ENERGYGAUGE COMPLIANCE FORMS:
  
 A) THE FORMS ARE MISSING THE CERTIFICATION SIGNATURES
 OF THE OWNER/AGENT AND THE DESIGN PROFESSIONAL WHO
 PREPARED THE CALCULATIONS. PLEASE SEE PAGE 3 OF THE
 FORMS AND SECTION C103.1.1.2 FBC-14 ENERGY CONSERVATION
 AND PROVIDE SIGNED AND DATED FORMS.
  
 B) MISSING FROM THE ENERGY FORMS ARE THE INPUT DATA
 REPORTS- SEE PAGE 1 ON THE FORMS.
  
 C) THE DESIGNER WHO PREPARED THE ENERGY FORMS MUST
 COMPLETE THE MANDATORY REQUIREMENTS CHECKLIST ON PAGE 7
 OF THE FORMS.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2017-12-28 Cont ID  
Sent By ccole Date 2017-12-28 Time 08:05 Rev Time 0.00
Received By ccole Date 2017-12-27 Time 17:11 Sent To  
Notes
2017-12-28 08:20:192ND REVIEW FBC-2014 MECHANICAL, ENERGY CONSERVATION
 CODES
 PERMIT #17101103
 12/28/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE REQUESTED ENERGY COMPLIANCE REPORT WAS NOT
 SUBMITTED. PLEASE SEE SECTION C101.4.4 FBC-14 ENERGY
 CONSERVATION AND RESPOND ACCORDINGLY.
  
 2) SHEET H.1: IN RESPONSE TO COMMENT #4 FROM THE 1ST
 REVIEW, THE ARCHITECT IS INDICATING THAT EACH OF THE
 4-TON SYSTEMS WILL PRODUCE 1600 CFMS, HOWEVER THE AC
 LAYOUT PLANS ARE SHOWING AHU-1 PRODUCING 640 CFMS,
 AHU-2- 610 CFMS, & AHU-3- 500 CFMS. PLEASE PROVIDE AC
 LOAD CALCULATIONS TO VERIFY CORRECT SIZING OF THE
 SYSTEMS- SEE SECTIONS C403.2.1 & C403.2.2.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-11-07 Cont ID  
Sent By ccole Date 2017-11-07 Time 17:29 Rev Time 0.00
Received By ccole Date 2017-11-07 Time 17:27 Sent To  
Notes
2017-11-07 17:45:491ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17101103
 11/7/17
  
 PLAN REVIEW RESULTS: DENIED.
 PLEASE ADDRESS THE FOLLOWING COMMENTS.
  
 1) SHEET CV-1: REFER TO BUILDING REVIEW COMMENTS AND
 ADDRESS THE DISCREPANCIES IN THE BUILDING CODE AND
 DESIGN DATA. A THOROUGH MECHANICAL REVIEW CANNOT BE
 COMPLETED UNTIL THE CORRECT OCCUPANCY CLASIFICATIONS
 ARE ESTABLISHED. BASED ON THE BUILDING PLAN REVIEWER'S
 RESEARCH THE PROPOSED TENANT BUILDOUT APPEARS TO BE A
 CHANGE OF OCCUPANCY AND SHALL BE IN COMPLIANCE
  
 WITH SECTION C101.4.4 FBC-14 ENERGY CONSERVATION CODE.
 REFER TO SECTIONS C101.5 AND C401.2 AND SUBMIT AN
 ENERGY COMPLIANCE REPORT.
  
 2) PROVIDE MINIMUM VENTILATION CALCULATIONS FOR ALL
 ROOMS AND SPACES PER TABLE 403.3 FBC-14 MECHANICAL.
 PROVIDE A SCHEDULE THAT INDICATES THE REQUIRED AND
 PROVIDED CFMS OF OUTDOOR AIR. PLEASE NOTE THAT
 AUTOMATICALLY CONTROLLED SHUTOFF DAMPERS ARE REQUIRED
 FOR THE O/A INTAKE DUCTS- SECTION C403.2.4.4 FBC-14
 ENERGY CONSERVATION.
  
 3) SHEET H.1: THE SCHEDULE INDICATES EACH OF THE THREE
 4-TON SYSTEMS WILL PRODUCE 1600 CFMS OF AIR HOWEVER THE
 PLANS SHOW EACH SYSTEM SUPPLYING ONLY 700 CFMS
 APPROXIMATELY TO EACH OF THE THREE GALLERIES- PLEASE
 CLARIFY.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2018-03-03 Cont ID  
Sent By gjohnson Date 2018-03-03 Time 09:58 Rev Time 0.00
Received By gjohnson Date 2018-03-03 Time 09:58 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2018-01-08 Cont ID  
Sent By gjohnson Date 2018-01-08 Time 16:48 Rev Time 0.00
Received By gjohnson Date 2018-01-08 Time 15:40 Sent To  
Notes
2018-01-08 17:04:452ND REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS: PREVIOUS COMMENT NOT COMPLIED
  
 1. PLEASE SHOW THE DIMENSIONS FOR THE FOLLOWING FBC ACC
 2014 5TH ED.
  
 E) 604.5.1 SIDE WALL.
 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1065 MM)
 LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM
 THE REAR WALL AND EXTENDING 54 INCHES (1370 MM) MINIMUM
 FROM THE REAR WALL.
  
 F) 604.5.2 REAR WALL.
 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24
 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
  
 G) 604.7 DISPENSERS.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230
 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO
 THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE
 DISPENSER SHALL BE 15 INCHES (380 MM) MINIMUM AND 48
 INCHES (1220 MM) MAXIMUM ABOVE THE FINISH FLOOR AND
 SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL
 NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES
 NOT ALLOW CONTINUOUS PAPER FLOW.
  
 J) 609.4 POSITION OF GRAB BARS.
 GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION,
 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 MM)
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF
 THE GRIPPING SURFACE,\
  
 NEW COMMENTS:
  
 1. CONDENSATE FROM COOLERS SHALL NOT DRAIN TO SANITARY.
 PER WPB MUNI CODE SEC. 90-126. (B)(5)
  
 2.THE MOP SINK, GREASE TRAP, HAND SINK AND LAVATORY'S
 ARE NOT VENTED. PER FBC PL 901.2.1
  
 3. THE ISOMETRIC DRAWING IS CONFUSING IT APPEARS THAT
 SOME OF THE FIXTURE ARE CONNECTED TO THE FLOOR DRAINS
 PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 4. PROVIDE NOT ON PLAN THREE COMP SINK SHALL BE
 INDIRECT WASTE. PER WPB AMEND TO FBC 107.2.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-11-15 Cont ID  
Sent By gjohnson Date 2017-11-15 Time 13:55 Rev Time 0.00
Received By gjohnson Date 2017-11-15 Time 11:13 Sent To  
Notes
2017-11-15 15:00:511ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. PLEASE SHOW THE DIMENSIONS FOR THE FOLLOWING FBC ACC
 2014 5TH ED.
 A) 603.3 MIRRORS.
 MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL
 BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES
 OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE
 OF THE REFLECTING SURFACE 35 INCHES (890 MM) MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND.
 B) 604.2 LOCATION.
 THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR
 PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE
 OF THE WATER CLOSET SHALL BE 16 INCHES (405 MM) MINIMUM
 TO 18 INCHES (455 MM) MAXIMUM FROM THE SIDE WALL OR
 PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17
 INCHES (430 MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM
 FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY
 ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 604.8.2.
 WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR
 RIGHT-HAND APPROACH.
 C) 604.3.1 SIZE.
 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
 (1525 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES (1420 MM) MINIMUM MEASURED
 PERPENDICULAR FROM THE REAR WALL.
 D) 604.4 SEATS.
 THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH
 FLOOR SHALL BE 17 INCHES (430 MM) MINIMUM AND 19 INCHES
 (485 MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS
 SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION.
 E) 604.5.1 SIDE WALL.
 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1065 MM)
 LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM
 THE REAR WALL AND EXTENDING 54 INCHES (1370 MM) MINIMUM
 FROM THE REAR WALL.
 F) 604.5.2 REAR WALL.
 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24
 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
 G) 604.7 DISPENSERS.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230
 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO
 THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE
 DISPENSER SHALL BE 15 INCHES (380 MM) MINIMUM AND 48
 INCHES (1220 MM) MAXIMUM ABOVE THE FINISH FLOOR AND
 SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL
 NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES
 NOT ALLOW CONTINUOUS PAPER FLOW.
 H) 606.2 CLEAR FLOOR SPACE.
 A CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR
 A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
 I) 606.3 HEIGHT.
 LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT
 OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
 (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
 J) 609.4 POSITION OF GRAB BARS.
 GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION,
 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 MM)
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF
 THE GRIPPING SURFACE,\
  
 2. SHT. CV.1 BUILDING DATA SHOWS AN A-3 OCC. THE PLAN
 SHOWS THAT THERE WILL BE FOOD AND DRINKS CONSUMED WHICH
 WOULD MAKE IT A A-2 PLEASE CLARIFY. PER FBC 303.3
  
 3. SHT. P.1 THE PLUMBING FIXTURE COUNT SHOWS OCCUPANT
 LOAD AS 25 MALE PER 75 AND 25 FEMALE PER 75, THE COVER
 SHEET SHOWS THE PLUMBING FIXTURE COUNT OCCUPANT LOAD AS
 69 MALE PER 125 AND 69 FEMALE PER 65 PLEASE CLARIFY.
 PER WPB AMEND TO FBC 107.2.1
  
 4. SHT. P.1 GREASE TRAP CALCULATIONS.
 A) ONLY SHOWS 1 COMP OF THE 3 COMP SINK.
 B) SHOWS THE MOP SINK BUT THE PLAN DOES NOT SHOW THE
 MOP SINK CONNECTED TO THE GREASE TRAP.
 C) SHOWS TWO DIFFERENT TYPES OF CALCULATIONS THE ONE
 FROM FBC PL TABLE 1003.5.1 IS FROM AN OUT OF DATE CODE
 2010 THE OTHER ONE IS THE PDI G101 METHOD. THE PDI
 METHOD IS PREFERRED FOR THIS APPLICATION.
 PLEASE CLARIFY CALCULATIONS. PER WPB AMEND TO FBC
 107.2.1
  
 5. THE WATER CLOSETS AND LAVATORIES ARE NOT SHOWN ON
 THE SANITARY RISER DIAGRAM PLEASE CLARIFY. PER WPB
 AMEND TO FBC 107.2.1
  
 6. TRAP PRIMERS ARE REQUIRED ON ALL FLOOR DRAINS. PER
 FBC PL 1002.4
  
 7. . A WATER-HAMMER ARRESTOR SHALL BE INSTALLED WHERE
 QUICK-CLOSING VALVES ARE UTILIZED. WATER-HAMMER
 ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
 MANUFACTURER?S INSTRUCTIONS. WATER-HAMMER ARRESTORS
 SHALL CONFORM TO ASSE 1010. PER FBC PL 604.9
  
 8. TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES
 AND GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET
 FACILITIES PROVIDED FOR CUSTOMERS, PATRONS AND
 VISITORS. TEMPERED WATER SHALL BE DELIVERED THROUGH AN
 APPROVED WATER-TEMPERATURE LIMITING DEVICE THAT
 CONFORMS TO ASSE 1070 OR CSA B125.3. PER FBC PL 416.5
  
 9. PLEASE PROVIDE MANUFACTURE SPEC FOR TANKLESS WATER
 HEATER AND GREASE TRAP. PER WPB AMEND TO FBC 107.2.1
  
 10. THE THREE COMP SINK SHALL BE INDIRECT WASTE. PER
 FBC PL 802.1.1
  
 11. A BACFLOW IS REQUIRED FOR ICE MACHINE AND ANY
 BEVERAGE DISPENSER OR COFFEE MACHINE. PER FBC PL 608.3,
 608.16.1, 608.16.10
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status P Date 2018-10-01 Cont ID  
Sent By gjohnson Date 2018-10-01 Time 11:47 Rev Time 0.00
Received By gjohnson Date 2018-10-01 Time 11:47 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2018-02-23 Cont ID  
Sent By eschneid Date 2018-02-23 Time 09:52 Rev Time 0.50
Received By eschneid Date 2018-02-13 Time 10:21 Sent To  
Notes
2018-02-23 09:52:51SEPARATE PERMITS REQ. FOR CHANGES TO THE OUTSIDE AREA,
 INCLUDING GATES.
Review Stop Z ZONING
Rev No 2 Status F Date 2018-01-24 Cont ID  
Sent By gjohnson Date 2018-01-24 Time 10:57 Rev Time 0.50
Received By eschneid Date 2018-01-19 Time 15:41 Sent To  
Notes
2018-01-24 11:01:03FAILED
  
 PLEASE PROVIDE WRITTEN RESPONSES TO COMMENTS.
  
 1) REPEAT COMMENT - THE NORTHWOOD MIXED USE DISTRICT
 REQUIRES THAT RENOVATIONS OR ALTERATIONS TO EXISTING
 BUILDINGS WHICH EXCEED 50 PERCENT OF THE BUILDING VALUE
 (PAPA VALUE $54,433 AND PERMIT VALUE $100,000) REQUIRE
 70 PERCENT OF THE FRONT FACADE, MEASURED BETWEEN TWO
 AND EIGHT FEET FROM THE GROUND,TO BE CLEAR GLAZING.
 PLEASE PROVIDE VERIFICATION THAT THIS REQUIREMENT HAS
 BEEN MET.
  
 2) REPEAT COMMENT - THE NORTHWOOD MIXED USE DISTRICT
 REQUIRES THAT WINDOW AND DOOR OPENINGS SHALL BE
 VERTICAL OR SQUARE IN PROPORTION. PLEASE PROVIDE
 VERIFICATION THAT THIS REQUIREMENT HAS BEEN MET.
  
 3) REPEAT COMMENT - THE NORTHWOOD MIXED USE DISTRICT
 REQUIRES THAT WINDOWS SHALL BE RECESSED A MINIMUM OF
 TWO INCHES FROM THE EXTERIOR FACE OF THE FACADE. PLEASE
 PROVIDE VERIFICATION THAT THIS REQUIREMENT HAS BEEN
 MET.
  
 4) UPDATED COMMENT - THE VALUE OF THE CONSTRUCTION
 ($1000,000) EXCEEDS 50% OF THE STRUCTURE'S VALUE
 ($54,433) ACCORDING TO THE P.B.C. PROPERTY APPRAISER'S
 OFFICE; THEREFORE, PURSUANT TO SECTION 94-441(C)(2) OF
 THE ZONING AND LAND DEVELOPMENT REGULATIONS (ZLDR), THE
 LANDSCAPE ON THE SITE SHALL BE IN COMPLIANCE WITH ALL
 APPLICABLE REGULATIONS FOUND IN ARTICLE XIV OF THE
 ZLDR. IF THE SITE CONFORMS TO ARTICLE XIV, THEN TWO (2)
 COPIES OF A LANDSCAPE PLAN DEMONSTRATING COMPLIANCE
 SHALL BE INCLUDED WITH THE PERMIT RE-SUBMITTAL. IF THE
 SITE DOES NOT CONFORM TO ARTICLE XIV, THEN PRIOR TO THE
 ZONING APPROVAL OF THIS PERMIT A SEPARATE LANDSCAPE
 PERMIT AND IRRIGATION PERMIT SHALL BE SUBMITTED SHOWING
 MATERIAL TO BRING THE SITE INTO CONFORMITY. **** THE
 PHOTOS SUBMITTED SHOW THE FRONT OF THE PROPERTY, WHICH
 ACCORDING TO THE SURVEY IS WITHIN THE RIGHT-OF-WAY, SO
 THIS LANDSCAPE DOES NOT APPLY TO MEETING THE LANDSCAPE
 REQUIREMENTS. PROVIDE INFORMATION ON THE REAR PROPERTY
 LANDSCAPE AND ITS COMPLIANCE WITH CITY REQUIREMENTS.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2017-11-13 Cont ID  
Sent By ES Date 2017-11-13 Time 10:59 Rev Time 1.00
Received By eschneid Date 2017-11-08 Time 13:10 Sent To  
Notes
2017-11-13 11:34:50FAILED
  
 PLEASE PROVIDE WRITTEN RESPONSES TO COMMENTS.
  
 1) THE NORTHWOOD MIXED USE DISTRICT REQUIRES THAT
 RENOVATIONS OR ALTERATIONS TO EXISTING BUILDINGS WHICH
 EXCEED 50 PERCENT OF THE BUILDING VALUE (PAPA VALUE
 $54,433 AND PERMIT VALUE $100,000) REQUIRE 70 PERCENT
 OF THE FRONT FACADE, MEASURED BETWEEN TWO AND EIGHT
 FEET FROM THE GROUND,TO BE CLEAR GLAZING. PLEASE
 PROVIDE VERIFICATION THAT THIS REQUIREMENT HAS BEEN
 MET.
  
 2) THE NORTHWOOD MIXED USE DISTRICT REQUIRES THAT
 WINDOW AND DOOR OPENINGS SHALL BE VERTICAL OR SQUARE IN
 PROPORTION. PLEASE PROVIDE VERIFICATION THAT THIS
 REQUIREMENT HAS BEEN MET.
  
 3) THE NORTHWOOD MIXED USE DISTRICT REQUIRES THAT
 WINDOWS SHALL BE RECESSED A MINIMUM OF TWO INCHES FROM
 THE EXTERIOR FACE OF THE FACADE. PLEASE PROVIDE
 VERIFICATION THAT THIS REQUIREMENT HAS BEEN MET.
  
 4) THE VALUE OF THE CONSTRUCTION ($1000,000) EXCEEDS
 50% OF THE STRUCTURE'S VALUE ($54,433) ACCORDING TO THE
 P.B.C. PROPERTY APPRAISER'S OFFICE; THEREFORE, PURSUANT
 TO SECTION 94-441(C)(2) OF THE ZONING AND LAND
 DEVELOPMENT REGULATIONS (ZLDR), THE LANDSCAPE ON THE
 SITE SHALL BE IN COMPLIANCE WITH ALL APPLICABLE
 REGULATIONS FOUND IN ARTICLE XIV OF THE ZLDR. IF THE
 SITE CONFORMS TO ARTICLE XIV, THEN TWO (2) COPIES OF A
 LANDSCAPE PLAN DEMONSTRATING COMPLIANCE SHALL BE
 INCLUDED WITH THE PERMIT RE-SUBMITTAL. IF THE SITE DOES
 NOT CONFORM TO ARTICLE XIV, THEN PRIOR TO THE ZONING
 APPROVAL OF THIS PERMIT A SEPARATE LANDSCAPE PERMIT AND
 IRRIGATION PERMIT SHALL BE SUBMITTED SHOWING MATERIAL
 TO BRING THE SITE INTO CONFORMITY.
  
 5) SHEET A.3 CALLS OUT EQUIPMENT B9 FOR BEER. PLEASE
 EXPLAIN WHY BEER IS BEING OFFERED FOR SALE. THE
 BUILDING USE IS PROPOSED AS A JUICE BAR, WITH NO FOOD
 INCLUDED. THE SALES OF BEER AT THIS LOCATION CHANGES
 THE USE CLASSIFICATION TO AN ALCOHOLIC BEVERAGE
 ESTABLISHMENT. BASED ON PRELIMINARY DISTANCE SEPARATION
 REQUIREMENTS, IT DOES NOT APPEAR THAT AN ALCOHOLIC
 BEVERAGE ESTABLISHMENT IS PERMITTED AT THIS LOCATION.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
 [email protected]


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