Plan Review Details - Permit 15081109
Plan Review Stops For Permit 15081109
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2016-02-02 Cont ID  
Sent By jwitmer Date 2016-02-02 Time 06:30 Rev Time 0.00
Received By jwitmer Date 2016-02-02 Time 06:02 Sent To E
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2016-01-20 Cont ID  
Sent By jwitmer Date 2016-01-20 Time 10:09 Rev Time 0.00
Received By jwitmer Date 2016-01-20 Time 07:32 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2015-12-29 Cont ID  
Sent By jwitmer Date 2015-12-29 Time 13:43 Rev Time 0.00
Received By jwitmer Date 2015-12-29 Time 11:48 Sent To  
Notes
2015-12-29 13:43:39BUILDING PLAN REVIEW
 W.P.B. PERMIT:15081109- MASTER BUILD-OUT
 W. P. B. PERMIT: 15081111-FOUNDATION
 ADD: 444 BUNKER RANCH RD.
 CONT: CURY BUILDING & DESIGN
 TEL: (561)718-1398
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W * 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: TUES. DEC. 29/2015
 ACTION: DENIED
  
 1) 3RD REQUEST. THE RESPONSE INDICATES THE PLANS WERE
 DESIGNED UNDER THE 2014 EXISTING BUILDING CODE, THE
 PRESCRIPTIVE COMPLIANCE METHOD CHAPTER 4 IN THE
 RESPONSE LETTER. BOTH THE COVERSHEET AND S7 BOTH
 INDICATE A LEVEL III ALTERATION, THE WORK AREA METHOD
 OF COMPLIANCE, AND CHAPTER 8THE PRESCRIPTIVE METHOD.
 SHEET L1 ZONES 1, 2, & 3 ALL INDICATE UNDER THE HEADING
 CLASSIFICATION OF WORK AS LEVEL III ALTERATION.
  
 2014 EXISTING BUILDING CODE APPLICATION OF A METHOD
 SHALL BE THE SOLE BASIS FOR ASSESSING THE COMPLIANCE OF
 WORK PERFORMED UNDER A SINGLE PERMIT UNLESS OTHERWISE
 APPROVED BY THE CODE OFFICIAL. SECTIONS 301.1.1 THROUGH
 301.1.3 SHALL NOT BE APPLIED IN COMBINATION WITH EACH
 OTHER.
  
 THE PLANS APPEAR THAT THIS ALTERATION IS AT A MINIMUM,
 A LEVEL III, 2014 EXST. BLDG CODE 505.1 SCOPE. LEVEL 3
 ALTERATIONS APPLY WHERE THE WORK AREA EXCEEDS 50 PER
 CENT OF THE AGGREGATE AREA OF THE BUILDING.
 THE DEMOLITION PLAN REMOVED ALL NON-BEARING WALLS ON
 THE 2 FLOORS. SHEET S2 SHOWS THE CENTER SECTION OF THE
 BUILDING BEING REBUILT, SHEET S3 SHOWS FLOOR JOIST
 BEING DOUBLED THROUGHOUT THE WHOLE OF THE 2ND FLOOR,
 SHEET S5 SHOWS NEW ELEVATOR PIT, SHAFT WALLS, THE WHOLE
 ROOF TRUSS SYSTEM/ ROOF SHEATHING BEING INSULATED WITH
 ICYNENE FOAM. A LEVEL III LIMITED STRUCTURAL ALTERATION
 907.4.3.
  
 2-4) COMPLIED.
  
 5) . SHEETS S1-S6 DEAL WITH THE WIND PRESSURE FOR THE
 BUILDING. THERE IS NO WIND DESIGN CRITERIA FOR THE
 BUILDING. SHEET S7 DEALS STRICTLY WITH THE DUMPSTER
 ENCLOSURE AND THE WIND DESIGN PARAMETERS WILL BE
 COMPLETELY DIFFERENT. A DIFFERENT WIND SPEED ZONE, A
 DIFFERENT HEIGHT AND AN OPEN STRUCTURE WHEREAS THE 2
 STORY BUILDING IS ENCLOSED. THE PLANS WILL REQUIRE WIND
 DESIGN CRITERIA FOR 2 STRUCTURES, A 2 STORY ENCLOSED
 FOR SHEETS S1-S6 AND SHEET S7 FOR THE DUMPSTER
 ENCLOSURE AN OPEN SINGLE STORY STRUCTURE WITH A LOWER
 RISK CATEGORY AND WIND SPEED.
  
  
 5..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.
 5.2. RISK CATEGORY.
 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 5.5 DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS.
  
 6-7) COMPLIED.
  
 8-9) PROVISO: DEFERRED SUBMITTALS. BUILDING PROVISO/
 107.3.4.2 DEFERRED SUBMITTALS: MISSING PRODUCT
 APPROVALS: 2010 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, CURBS FOR EXHAUST
 FANS AND A/C ROOF TOP DOWN UNITS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 BUILDING PROVISO: 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.
  
 10) 3RD REQUEST. TO DATE THERE HAVE BEEN NO FIRE
 PROTECTION PLANS SUBMITTED. THE RESPONSE LETTER
 INDICATES TO BE PROVIDED BY APPLICANT. THE COVERSHEET
 INDEX LIST SHEETS M1 & M2 TO INCLUDE A FIRE SPRINKLER
 HEAD LAYOUT. NOT SHOWN.
  
 10A-C)COMPLIED
  
 11) COMPLIED.
  
 12)3RD REQUEST. THE CITY HAS NOT RECEIVED A LETTER FROM
 THE OWNER ON THE PROPOSED USAGE OF THIS BUILDING. IN
 REVIEWING THE PROPOSED USE OF THIS STRUCTURE AND THE
 LETTER FROM BETH DEWOODY STATING THE USE WOULD BE FOR
 STORAGE PRIVATE DISPLAY FACILITY FOR PERSONAL ART AND
 FURNITURE COLLECTION THAT WILL NOT BE OPEN TO THE
 PUBLIC. THE DESIGNER OF RECORD HAS NOT GIVEN A PROPOSED
 OCCUPANT LOAD. HE HAS GIVEN US THE FORMULAS IN THE CODE
 FOR A BUSINESS OCCUPANCY. NOT THE RESTRICTED OCCUPANCY
 THAT MS. DEWOODY HAS INDICATED WITHIN THE LETTER
 PROVIDED TO STAFF. IT APPEARS NOT ONLY IS THERE A
 UNKNOWN OCCUPANT LOAD FOR THE BUILDING, BUT THE A/C
 EQUIPMENT FOUND IN THE EQUIPMENT SCHEDULE SHEET M1
 EXCEEDS THE CALCULATED LOADS IN THE CALCULATIONS
 SUBMITTED FROM KO ENERGY DESIGN A DIFFERENCE OF 21.94
 TONS. WE ARE VERY CONCERNED THAT THIS MAY BECOME AN A3
 ART GALLERY VERY QUICKLY. WE WILL NEED A DATED LETTER
 FROM MS. DEWOODY PROVIDING THE EXPLICIT USAGE OF THIS
 SITE WILL BE IF THERE WILL EVER BE ART VIEWINGS TO THE
 PUBLIC, FOR BY INVITATION ONLY, GALAS OR PARTIES TO
 OCCUR AT THIS LOCATION. THE OWNER HAS ELECTED NOT TO
 OPEN THE BUILDING TO THE PUBLIC. ON THE CERTIFICATE OF
 COMPLETION THERE WILL BE A VERY RESTRICTIVE CLAUSE AS
 TO USE.
  
 13) 3RD REQUEST. THE 2ND REVIEW THERE 2 SHEETS
 SUBMITTED FP1 & FP2 WHICH ARE DETAILS SHOWING
 ACCESSIBLE ELEMENTS. NONE OF THESE ELEMENTS ARE
 DIMENSIONED TO SHOW CODE COMPLIANCE. THERE ARE NO
 DETAILS FOR VERTICAL ACCESSIBILITY/ ELEVATOR
 REQUIREMENTS AND SIGNAGE.
  
 PLEASE PROVIDE DETAILS FOR THE ACCESSIBLE RESTROOMS
 SHOW COMPLIANCE WITH 107.3.5.1.1 MINIMUM PLAN REVIEW
 CRITERIA FOR COMMERCIAL BUILDINGS. ACCESSIBILITY
 REQUIREMENTS SHALL INCLUDE THE FOLLOWING:
 VERTICAL ACCESSIBILITY 2014 FL ACCESS CODE SECTION 407
 ELEVATOR
 SINKS -BREAK ROOM AREAS. 2014 FL ACCESS CODE 606.(1-5).
 KITCHENS AND KITCHENETTES 2014 FL ACCESS CODE 804
  
 14-16) COMPLIED.
  
 17) 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
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-11-19 Cont ID  
Sent By jwitmer Date 2015-11-19 Time 12:38 Rev Time 0.00
Received By jwitmer Date 2015-11-18 Time 10:45 Sent To  
Notes
2015-11-19 12:27:14BUILDING PLAN REVIEW
 W.P.B. PERMIT:15081109- MASTER BUILD-OUT
 W. P. B. PERMIT: 15081111-FOUNDATION
 ADD: 444 BUNKER RANCH RD.
 CONT: CURY BUILDING & DESIGN
 TEL: (561)718-1398
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W * 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: WED. NOV. 18/2015
 ACTION: DENIED
  
 2ND REQUEST. CONTRACTOR TO BIND ALL PLANS INTO A SET,
 CIVIL, SURVEY, ARCHITECTURAL, STRUCTURAL, MECHANICAL,
 ELECTRICAL, PLUMBING & FIRE SPRINKLER PLANS COMBINED TO
 MAKE ONE SET. AS SUBMITTED IT LOOKS LIKE 4 SETS OF
 CIVIL WERE SUBMITTED. AS PLAN REVIEWERS WE USUALLY LOOK
 ONLY AT ONE SET OF PLANS, 2 SETS REQUIRED UNLESS THE
 PROJECT IS A RESIDENT INSPECTOR OR THRESHOLD BUILDING.
 . 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.
  
 1) 2ND REQUEST. THE RESPONSE INDICATES THE PLANS WERE
 DESIGNED UNDER THE 2014 EXISTING BUILDING CODE, THE
 PRESCRIPTIVE COMPLIANCE METHOD CHAPTER 4. BOTH THE
 COVERSHEET AND S7 BOTH INDICATE A LEVEL II ALTERATION,
 THE WORK AREA METHOD OF COMPLIANCE, CHAPTER 8.
  
 THE PLANS APPEAR THAT THIS ALTERATION IS AT A MINIMUM,
 A LEVEL III, 2014 EXST. BLDG CODE 505.1 SCOPE. LEVEL 3
 ALTERATIONS APPLY WHERE THE WORK AREA EXCEEDS 50 PER
 CENT OF THE AGGREGATE AREA OF THE BUILDING.
 THE DEMOLITION PLAN REMOVED ALL NON-BEARING WALLS ON
 THE 2 FLOORS. SHEET S2 SHOWS THE CENTER SECTION OF THE
 BUILDING BEING REBUILT, SHEET S3 SHOWS FLOOR JOIST
 BEING DOUBLED THROUGH
  
 OUT THE WHOLE OF THE 2ND FLOOR, SHEET S5 SHOWS NEW
 ELEVATOR PIT, SHAFT WALLS, THE WHOLE ROOF TRUSS SYSTEM/
 ROOF SHEATHING BEING INSULATED WITH ICYNENE FOAM. A
 LEVEL III LIMITED STRUCTURAL ALTERATION 907.4.3.
  
 COMMENT FROM 1ST REVIEW. SHEET S07 CODE REFERENCE
 SHEET. LIST THE 2014, 5TH EDITION OF THE FLORIDA
 BUILDING CODE. THE PLANS ARE SILENT TO WHAT DESIGN THE
 PLANS WERE DESIGN TO UNDER THE 2014 FBC-EXISTING
 BUILDING CODE, 301.1.
  
 2) ???????????? SHEET S07 STRUCTURAL NOTES UNDER THE
 HEADING OF MATERIALS THE STRENGTH OF CONCRETE IS
 DECLARED FOR SLABS, COLUMNS AND BEAMS, SHEET S02 THE
 COLUMN SCHEDULE UNIT C6 IS FILLED CELL MASONRY THE
 PLANS INDICATE THE USE OF 3000 PSI CONCRETE, IN FILED
 CELL MASONRY SHOULDN'T THE USE OF GROUT BE USED INSTEAD
 OF CONCRETE. ACI 530 1.16.1. & TABLE 1.16.1 GROUTING
 MINIMUM SPACES.
  
 3) COMPLIED. SHEET S2 FOOTING SCHEDULE FOOTING F2-F6
 INDICATES THE WIDTH & LENGTH OF THE FOOTING BUT NOT THE
 HEIGHT. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 4) COMPLIED. SHEET S2 FOOTING SCHEDULE F4 DOES NOT
 PROVIDE AT WHAT CENTER TO CENTER IN INCHES WHAT THE
 STEEL MATS ARE TO BE INSTALLED. 107.2.1.3 ADDITIONAL
 INFORMATION REQUIRED.
  
 5) SHEET S-7 INDICATES THE PLANS WERE DESIGNED TO THE
 2014 FBC-B AND ASCE 7-10. THE WIND DESIGN CRITERIA IS
 NOT PROVIDED. 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:
  
 5.1.COMPLIED. 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.
 5.2. COMPLIED. RISK CATEGORY.
 5.3.COMPLIED. WIND EXPOSURE. APPLICABLE WIND DIRECTION
 IF MORE THAN ONE WIND EXPOSURE IS UTILIZED.
 5.4. COMPLIED. APPLICABLE INTERNAL PRESSURE
 COEFFICIENT.
 5.5.SEMI-COMPLIED. 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).SHEETS S1-S6 DEAL WITH THE WIND
 PRESSUE
  
  
  
 6) 2ND REQUEST. SHEET S7 & S1. MEAN ROOF HEIGHT GIVEN
 27?-10?. SHEET S1 ELEVATIONS WITH PRESSURES.
  
 6A) ES WINDOWS SERIES ?1500? NOA. 14-0923.08 WILL NEED
 TO IDENTIFY EITHER A/C OR B/C TYPE OF FASTENERS. NOTE
 WINDOW TYPE 6 FOR EXAMPLE (3) 4?X7? WINDOWS 48?X 84?.
 A/C TYPE FASTENERS ARE ONLY GOOD FOR +/- 36 PSF. IF B/C
 TYPE OF FASTENER IS USED, GOOD FOR ALL TYPE OF
 INSTALLATIONS. PLEASE IDENTIFY FASTENER TYPE.
  
 6B) ES WINDOWS TUBE MULLION NOA 14-0731.06 WILL NEED TO
 IDENTIFY ANCHOR TYPES, SOME TYPES OF ANCHORS HAVE LOW
 PRESSURES. IDENTIFY WINDOW DIMENSIONS AND MULLION SIZES
 AND LENGTH.
  
 6C) E S WINDOWS SERIES 9000 ALUMINUM OUTSWING FRENCH
 DOORS NOA 130617.29 PRESSURES ARE GOOD.
 6C)(1) SHEET S1 FRONT ENTRY DOOR, NORTH ELEVATION(A) IS
 INDICATED AS 9?-4? WIDE. TYPO? THERE IS NO DOOR FRAME
 THAT WIDE IN THE PRODUCT APPROVAL REPORT.
 6C)(2) SHEET S1 SOUTH ELEVATION DOOR C IS INDICATED AS
 5?-8? WIDE. SHEET L1 INDICATES THIS SET OF DOORS IS
 EXIT # 4. THE 2014 FBC-B 1008.1.1 SIZE OF DOOR IS 32
 INCHES CLEAR OPENING MEASURED FROM FACE OF DOOR TO
 OPPOSITE STOP WHEN THE DOOR IS OPEN AT 90 DEGREES.
  
 7) SEE COMMENT 5.5 .SHEET S7 & S4. PROVIDE THE MEAN
 ROOF HEIGHT AND SECTION THROUGH THE ROOF WITH ELEVATION
 OF ROOF AND OF THE PARAPET. THE MEAN ROOF HEIGHT CAN
 NOT BE DETERMINED , NOR CAN THE PRESSURES FOR ROOF
 ZONES, NOTE THE PRESSURES ARE ASSUMED TO BE VASD? 2014
 FBC-B TABLE 1609.7(2) ADJUSTMENT FACTORS FOR BUILDING
 HEIGHT AND EXPOSURE.
  
 8)BUILDING PROVISO/ 107.3.4.2 DEFERRED SUBMITTALS:
 MISSING PRODUCT APPROVALS: 2010 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, CURBS FOR EXHAUST
 FANS AND A/C ROOF TOP DOWN UNITS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 9)BUILDING PROVISO: 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.
  
 10) TODATE THERE HAVE BEEN NO FIRE PROTECTION PLANS
 SUBMITTED.
  
 10A) 2ND REQUEST. SEE MECHANICAL RESPONSE AS TO
 LOCATION OF EXHAUST FROM KITCHEN HOOD, THERE MAYBE
 STILL ISSUES AS TO WHERE THE FINAL LOCATION OF THE HOOD
 EXHAUST. SHEET S3 ROOF FRAMING PLAN DOES NOT PROVIDE A
 SECTION FOR THE ROOF FRAMING AND HEADER FOR THE NEW
 EXHAUST VENT THAT WILL GO THROUGH THE ROOF FRAMING AND
 SHEATHING. NOTE THERE IS ALSO NO ROOF TOP CURB DETAIL,
 HOW IT IS TO BE ANCHORED TO THE ROOF FRAMING.
 1609.6.4.4.1 COMPONENTS & CLADDING.
  
 10B) MAY STILL HAVE ISSUES DEPENDING ON THE HOOD
 EXHAUST LOCATION. WITH THE LOCATION OF THE EXHAUST FAN
 NOT PROVIDED NOR THE HEIGHT OF THE PARAPET PLEASE SHOW
 COMPLIANCE WITH 2014 FBC-B 1013.6 MECHANICAL EQUIPMENT.
 GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT,
 FANS, ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT
 REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF
 A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH
 EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762
 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD
 SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A
 SPHERE 21 INCHES (533 MM) IN DIAMETER. THE GUARD SHALL
 EXTEND NOT LESS THAN 30 INCHES (762 MM) BEYOND EACH END
 OF SUCH APPLIANCE, EQUIPMENT, FAN OR COMPONENT.
  
 COMPLIED. 1013.7 ROOF ACCESS. GUARDS SHALL BE PROVIDED
 WHERE THE ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET
 (3048 MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING
 SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN
 30 INCHES (762 MM) ABOVE THE FLOOR, ROOF OR GRADE
 BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT
 THE PASSAGE OF A SPHERE 21 INCHES (533 MM) IN DIAMETER.
  
 10C) MAY STILL HAVE ISSUES DEPENDING ON THE HOOD
 EXHAUST LOCATION. PLEASE REVIEW THE REQUIREMENTS FOR
 SCREENS FOR MECHANICAL EQUIPMENT. 1509.6 MECHANICAL
 EQUIPMENT SCREENS. MECHANICAL EQUIPMENT SCREENS SHALL
 BE CONSTRUCTED OF THE MATERIALS SPECIFIED FOR THE
 EXTERIOR WALLS IN ACCORDANCE WITH THE TYPE OF
 CONSTRUCTION OF THE BUILDING. WHERE THE FIRE SEPARATION
 DISTANCE IS GREATER THAN 5 FEET (1524 MM), MECHANICAL
 EQUIPMENT SCREENS SHALL NOT BE REQUIRED TO COMPLY WITH
 THE FIRE-RESISTANCE RATING REQUIREMENTS.
  
 11)2ND REQUEST. SHEET L1 & L2 SHOWS A 1 HOUR WALL AND
 INTERIOR PARTITION FILE NUMBER GA FILE WP 1072.
 THERE ARE NO CUT SECTIONS THROUGH THE STAIRWELL
 PROVIDING HOW THE WOOD FRAMING MEMBERS FOR THE 2ND
 FLOOR SYSTEM AND ROOF SYSTEM ARE TO BE INCORPORATED
 INTO THE SHAFT WALL CONSTRUCTION. 2010 FBC-B 713.8
 PENETRATIONS. STRUCTURAL ELEMENTS, SUCH AS BEAMS OR
 JOIST WHERE PROTECTED IN ACCORDANCE WITH 714 SHALL BE
 PERMITTED TO PENETRATE A SHAFT ENCLOSURE. PLEASE
 PROVIDE ADDITIONAL INFORMATION FOR CODE COMPLIANCE.
  
 11B) SHEET S6 EAST STAIR 2/S6. THIS STAIR SHOWS A RISER
 # 24 THAT IS ABOVE THE FINISH FLOOR LEVEL. RISER # 24
 IS ALSO A THIRD LARGER THAN THE REST OF THE RISERS
 1009.7.4 DIMENSIONAL UNIFORMITY.
 THIS SAME DETAIL SHOWS A 18X18 RATED DAMPER FOR THE
 SECOND FLOOR CEILING AND DIRECTED TO THE FLOOR. THE
 PLANS ALSO SHOW A 12X12 RAG NO DAMPER.
  
 11C) BOTH THE EAST AND WEST STAIR SHOW ON M2 SUPPLY
 DUCTS INTO BOTH STAIRWELLS. 2014 FBC-B 1022.5
 PENETRATIONS . PENETRATIONS ARE PROHIBITED EXCEPT FOR
 REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK NECESSARY
 FOR INDEPENDENT VENTILATION OR PRESSURIZATION OF THE
 STAIRWELL.
  
 11D) SHEET L2 EAST STAIRWELL THE 2ND FLOOR LANDING
 SHOWS A DOOR IN THE STAIRWELL THAT OPENS INTO A
 MECHANICAL ROOM. 2014 FBC-B 1022.5 PENETRATIONS .
 PENETRATIONS ARE PROHIBITED EXCEPT FOR REQUIRED EXIT
 DOORS. DOORS THAT LED INTO STAIRWELLS HAVE TO BE FROM
 HABITABLE SPACES, EGRESS DOORS ONLY!
  
 11E) SHEET S6 BOTH THE EAST AND WEST STAIR ENCLOSURE
 ONLY SHOW A HANDRAIL ONLY ON ONE SIDE. 2014 FBC-B
 1009.15. HAND RAILS ARE REQUIRED ON BOTH SIDES.
  
 COMMENT 1ST REVIEW. SHEET L1 & L2 WHAT APPEARS TO BE
 FIRE RATED VERTICAL EXIT STAIRS NEITHER LIFE SAFETY
 SHEET DO NOT PROVIDE WALL IDENTIFICATION TAGS SHOWING
 THE TYPE OF WALL OR IF FIRE RATINGS, MISSING UL LISTING
 OF STAIR ENCLOSURE. 2014 FBC-B 1023.3 CONSTRUCTION.
 1023.6 PENETRATIONS. GUARDS
  
 12 IN REVIEWING THE PROPOSED USE OF THIS STRUCTURE AND
 THE LETTER FROM BETH DEWOODY STATING THE USE WOULD BE
 FOR STORAGE PRIVATE DISPLAY FACILITY FOR PERSONAL ART
 AND FURNITURE COLLECTION THAT WILL NOT BE OPEN TO THE
 PUBLIC. THE DESIGNER OF RECORD HAS NOT GIVEN A PROPOSED
 OCCUPANT LOAD. HE HAS GIVEN US THE FORMULAS IN THE CODE
 FOR A BUSINESS OCCUPANCY. NOT THE RESTRICTED OCCUPANCY
 THAT MS. DEWOODY HAS INDICATED WITHIN THE LETTER
 PROVIDED TO STAFF. IT APPEARS NOT ONLY IS THERE A
 UNKNOWN OCCUPANT LOAD FOR THE BUILDING, BUT THE A/C
 EQUIPMENT FOUND IN THE EQUIPMENT SCHEDULE SHEET M1
 EXCEEDS THE CALCULATED LOADS IN THE CALCULATIONS
 SUBMITTED FROM KO ENERGY DESIGN A DIFFERENCE OF 21.94
 TONS. WE ARE VERY CONCERNED THAT THIS MAY BECOME AN A3
 ART GALLERY VERY QUICKLY. WE WILL NEED A DATED LETTER
 FROM MS. DEWOODY PROVIDING THE EXPLICIT USAGE OF THIS
 SITE WILL BE IF THERE WILL EVER BE ART VIEWINGS TO THE
 PUBLIC, FOR BY INVITATION ONLY, GALAS OR PARTIES TO
 OCCUR AT THIS LOCATION. THE OWNER HAS ELECTED NOT TO
 OPEN THE BUILDING TO THE PUBLIC. ON THE CERTIFICATE OF
 COMPLETION THERE WILL BE A VERY RESTRICTIVE CLAUSE AS
 TO USE.
  
 1ST COMMENTS. SHEET L1 & L2 THERE IS NO DOOR SCHEDULE
 TO BE ABLE TO IDENTIFY DOOR OPENINGS. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED. 107.3.5.1.1 MINIMUM
 PLAN REVIEW CRITERIA FOR COMMERCIAL BUILDINGS.
  
 OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 OCCUPANCY LOAD
 GROSS
 NET
 MEANS OF EGRESS
 EXIT ACCESS
 EXIT
 EXIT DISCHARGE
 STAIRS CONSTRUCTION/GEOMETRY AND PROTECTION
 DOORS
 EMERGENCY LIGHTING AND EXIT SIGNS
 CONSTRUCTION REQUIREMENTS
  
 13) 2ND REQUEST. THE 2ND REVIEW THERE 2 SHEETS
 SUBMITTED FP1 & FP2 WHICH ARE DETAILS SHOWING
 ACCESSIBLE ELEMENTS. NONE OF THESE ELEMENTS ARE
 DIMENSIONED TO SHOW CODE COMPLIANCE. THERE ARE NO
 DETAILS FOR VERTICAL ACCESSIBILITY/ ELEVATOR
 REQUIREMENTS AND SIGNAGE.
  
 PLEASE PROVIDE DETAILS FOR THE ACCESSIBLE RESTROOMS
 SHOW COMPLIANCE WITH 107.3.5.1.1 MINIMUM PLAN REVIEW
 CRITERIA FOR COMMERCIAL BUILDINGS. ACCESSIBILITY
 REQUIREMENTS SHALL INCLUDE THE FOLLOWING:
 VERTICAL ACCESSIBILITY 2014 FL ACCESS CODE SECTION 407
 ELEVATOR
 TOILET AND BATHING FACILITIES 2014 FL ACCESS CODE
 CHAPTER 6
 DRINKING FOUNTAINS 2014 FL ACCESS CODE 602
 SINKS -BREAK ROOM AREAS. 2014 FL ACCESS CODE 606.(1-5).
 KITCHENS AND KITCHENETTES 2014 FL ACCESS CODE 804
  
 14) 2ND REQUEST. SHEET LS2 INDICATES A THEATER IN ROOM
 210 PLEASE PROVIDE ADDITIONAL DETAILS, SEAT LAYOUT.
 THIS REVIEW THERE IS A SEATING LAYOUT BUT NO THOUGHT
 WAS GIVEN TO 2014 FL. ACCESS. CODE FOR COMPANION
 SEATING. 802.3.
  
 15) SHEET S6 SHOWS THE USE OF SPRAYED IN ICYNENE ROOF
 INSULATION TO A VALUE OF R-20. THE PLANS APPEAR NOT TO
 HAVE A CEILING BUT A OPEN RAFTER CONCEPT. PLEASE
 PROVIDE COMPLIANCE WITH 2014 FBC-B 2603.4 THERMAL
 BARRIER OR AN EXCEPTION. THE PLEASE PROVIDE THE TESTING
 FOR ICYNENE FOR USE AND LIMITATIONS.
  
 16) THE ENERGY CALCULATIONS ALSO SHOW THE USE OF ? INCH
 ISO BETWEEN FURRING STRIPS @ 24 INCHES ON CENTER AND
 USE OF 5/8 GYPSUM, PLEASE PROVIDE THE SHEET AND DETAIL
 WHERE THIS INSTALLATION CAN BE FOUND IN THE PLANS.
  
 17) 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
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-09-09 Cont ID  
Sent By   Date 2015-09-09 Time 12:28 Rev Time  
Received By   Date 2015-09-09 Time 08:25 Sent To  
Notes
2015-09-09 08:25:28BUILDING PLAN REVIEW
 W.P.B. PERMIT:15081109- MASTER
 W. P. B. PERMIT: 15081111-FOUNDATION
 ADD: 444 BUNKER RANCH RD.
 CONT: CURY BUILDING & DESIGN
 TEL: (561)718-1398
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W * 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. SEPT. 09/2015
 ACTION: DENIED
  
 CONTRACTOR TO BIND ALL PLANS INTO A SET, CIVIL, SURVEY
 AND CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL,
 ELECTRICAL & PLUMBING COMBINED TO MAKE ONE SET. AS
 SUBMITTED IT LOOKS LIKE 4 SETS OF CIVIL WERE SUBMITTED.
 AS PLAN REVIEWERS WE USUALLY LOOK ONLY AT ONESET OF
 PLANS. 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.
  
 1) SHEET S07 CODE REFERENCE SHEET. LIST THE 2014, 5TH
 EDITION OF THE FLORIDA BUILDING CODE. THE PLANS ARE
 SILENT TO WHAT DESIGN THE PLANS WERE DESIGN TO UNDER
 THE 2014 FBC-EXISTING BUILDING CODE, 301.1.
  
 2) SHEET S07 STUCTURAL NOTES UNDER THE HEADING OF
 MATERIALS THE STRENGTH OF CONCRETE IS DECLARED FOR
 SLABS, COLUMNS AND BEAMS, SHEET S02 THE COLUMN SCHEDULE
 UNIT C6 IS FILLED CELL MASONRY THE PLANS INDICATE THE
 USE OF 3000 PSI CONCRETE, IN FILED CELL MASONRY
 SHOULDN'T THE USE OF GROUT BE USED INSTEAD OF CONCRETE.
 ACI 530 1.16.1. & TABLE 1.16.1 GROUTING MINIMUM SPACES.
  
 3) SHEET S2 FOOTING SCHEDULE FOOTING F2-F6 INDICATES
 THE WIDTH & LENGTH OF THE FOOTING BUT NOT THE HEIGTH.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 4) SHEET S2 FOOTING SCHEDULE F4 DOES NOT PROVIDE AT
 WHAT CENTER TO CENTER IN INCHES WHAT THE STEEL MATS ARE
 TO BE INSTALLED. 107.2.1.3 ADDITIONAL INFORMATION
 REQUIRED.
  
 5) SHEET S-7 INDICATES THE PLANS WERE DESIGNED TO THE
 2014 FBC-B AND ASCE 7-10. THE WIND DESIGN CRITERIA IS
 NOT PROVIDED. 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 FORCERESISTING SYSTEM OF THE
 STRUCTURE:
  
 5.1. 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.
 5.2. RISK CATEGORY.
 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 5.5. 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).
  
 6) SHEET S7 & S1. PROVIDE THE MEAN ROOF HEIGTH AND
 SECTION THROUGH THE ROOF WITH ELEVATION OF ROOF AND OF
 THE PARAPET. THE MEAN ROOF HEIGHT CAN NOT BE DETERMINED
 , NOR CAN THE PRESSURES FOR WINDOWS AND DOORS . 2014
 FBC-B TABLE 1609.7(2) ADJUSTMENT FACTORS FOR BUILDING
 HEIGHT AND EXPOSURE.
  
 7) SHEET S7 & S4. PROVIDE THE MEAN ROOF HEIGTH AND
 SECTION THROUGH THE ROOF WITH ELEVATION OF ROOF AND OF
 THE PARAPET. THE MEAN ROOF HEIGHT CAN NOT BE DETERMINED
 , NOR CAN THE PRESSURES FOR ROOF ZONES, NOTE THE
 PRESSURES ARE ASSUMED TO BE VASD? 2014 FBC-B TABLE
 1609.7(2) ADJUSTMENT FACTORS FOR BUILDING HEIGHT AND
 EXPOSURE.
  
 8) MISSING PRODUCT APPROVALS: 2010 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, CURBS FOR EXHAUST
 FANS AND A/C ROOF TOP DOWN UNITS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 9A) 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.
  
 9B) EITHER THE CONTRACTOR OR DESIGN PROFESSIONAL CAN
 ELECT TO DEFER THE PRODUCT APPROVALS TO AFTER PERMIT
 ISSUANCE, IF SO PLEASE PROVIDE A WRITTEN RESPONSE.
 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL. DOCUMENTS FOR
 DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING
 OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE
 IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING.
 THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED
 UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN
 APPROVED BY THE BUILDING OFFICIAL.
  
 10) THERE ARE NO A SHEETS, MECHANICAL NO FP SHEETS
 SHOWING THE ROOF DECK, THE M2 SHEET SHOWS A COMMERCIAL
 GAS STOVE AND S4 INDICATES THE KITCHEN HOOD EXHAUST BY
 OTHER. SHEET S6 DETAIL # 4 SHOWS A NEW ROOF TOP ACCESS
 WITH ROOF TOP DOOR.
  
 10A) SHEET S3 ROOF FRAMING PLANDOES NOT PROVIDE A
 SECTION FOR THE ROOF FRAMNG AND HEADER FOR THE NEW
 EXHAUST VENT THAT WILL GO THROUGH THE ROOF FRAMING AND
 SHEATHING. NOTE THERE IS ALSO NO ROOF TOP CURB DETAIL,
 HOW IT IS TO BE ANCHORED TO THE ROOF FRAMING.
 1609.6.4.4.1 COMPONENTS & CLADDING.
  
 10B) WITH THE LOCATION OF THE EXHAUST FAN NOT PROVIDED
 NOR THE HEIGHT OF THE PARAPET PLEASE SHOW COMPLIANCE
 WITH 2014 FBC-B 1013.6 MECHANICAL EQUIPMENT. GUARDS
 SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS,
 ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT REQUIRE
 SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF
 EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR
 OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762 MM) ABOVE
 THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE
 CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A SPHERE 21
 INCHES (533 MM) IN DIAMETER. THE GUARD SHALL EXTEND NOT
 LESS THAN 30 INCHES (762 MM) BEYOND EACH END OF SUCH
 APPLIANCE, EQUIPMENT, FAN OR COMPONENT.
  
 1013.7 ROOF ACCESS. GUARDS SHALL BE PROVIDED WHERE THE
 ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET (3048 MM)
 OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND
 SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES
 (762 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE
 GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE
 OF A SPHERE 21 INCHES (533 MM) IN DIAMETER.
  
 10C) PLEASE REVIEW THE REQUIREMENTS FOR SCREENS FOR
 MECHANICAL EQUIPMENT. 1509.6 MECHANICAL EQUIPMENT
 SCREENS. MECHANICAL EQUIPMENT SCREENS SHALL BE
 CONSTRUCTED OF THE MATERIALS SPECIFIED FOR THE EXTERIOR
 WALLS IN ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF
 THE BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS
 GREATER THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT
 SCREENS SHALL NOT BE REQUIRED TO COMPLY WITH THE
 FIRE-RESISTANCE RATING REQUIREMENTS.
  
 11) SHEET L1 & L2 WHAT APPEARS TO BE FIRE RATED
 VERTICAL EXIT STAIRS NEITHER LIFE SAFETY SHEET DO NOT
 PROVIDE WALL IDENTIFICATION TAGS SHOWING THE TYPE OF
 WALL OR IF FIRE RATINGS, MISSING UL LISTING OF STAIR
 ENCLOSUE. 2014 FBC-B 1023.3 CONSTRUCTION. 1023.6
 PENETRATIONS. GAURDS
  
 12) SHEET L1 & L2 THERE IS NO DOOR SCHEDULE TO BE ABLE
 TO IDENTIFY DOOR OPENINGS. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED. 107.3.5.1.1 MINIMUM PLAN
 REVIEW CRITERIA FOR COMMERCIAL BUILDINGS.
  
 OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 OCCUPANCY LOAD
 GROSS
 NET
 MEANS OF EGRESS
 EXIT ACCESS
 EXIT
 EXIT DISCHARGE
 STAIRS CONSTRUCTION/GEOMETRY AND PROTECTION
 DOORS
 EMERGENCY LIGHTING AND EXIT SIGNS
 CONSTRUCTION REQUIREMENTS
  
 13) PLEASE PROVIDE DETAILS FOR THE ACCESSIBLE RESTROOMS
 SHOW COMPLIANCE WITH 107.3.5.1.1 MINIMUM PLAN REVIEW
 CRITERIA FOR COMMERCIAL BUILDINGS. ACCESSIBILITY
 REQUIREMENTS SHALL INCLUDE THE FOLLOWING:
 VERTICAL ACCESSIBILITY 2014 FL ACCESS CODE SECTION 407
 ELEVATOR
 TOILET AND BATHING FACILITIES 2014 FL ACCESS CODE
 CHAPTER 6
 DRINKING FOUNTAINS 2014 FL ACCESS CODE 602
 SINKS -BREAK ROOM AREAS. 2014 FL ACCESS CODE 606.(1-5).
  
 14) SHEET LS2 INDICATES A THEATER IN ROOM 210 PLEASE
 PROVIDE ADDITIONAL DETAILS, SEAT LAYOUT, STADIUM STYE
 RAISED TIERS? ADDITIONAL INFORMATION IS REQUIRED FOR
 CODE COMPLIANCE.
  
 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.
  
 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
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2016-02-04 Cont ID  
Sent By skennedy Date 2016-02-04 Time 08:56 Rev Time 0.00
Received By skennedy Date 2016-02-04 Time 08:56 Sent To  
Notes
2016-02-04 09:03:38THE ADDITIONAL ELECTRICAL SUBMITTAL IS RELATIVE TO SITE
 LIGHTING. SITE LIGHTING IS NOT PART OF THIS REVIEW AND
 SHALL REQUIRE A SEPARATE SUBMITTAL TO INCLUDING THE
 SITE ELECTRICAL PAGE, AND ADDITIONALL INFORMATION ON
 LUMINARES, AND POLES WITH WIND ANALYSIS. ADDITIONALLY,
 PHOTOMETRICS IS REQUIRED. IT SHOULD BE SUBMITTED AS AN
 ELECTRICAL PERMIT REQUESTED TO BE SENT TO DANIELLE
 KITTREDGE IN THE PLANNING & ZONING DIVISION.
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2016-01-25 Cont ID  
Sent By albarran Date 2016-01-25 Time 19:49 Rev Time 0.00
Received By albarran Date 2016-01-25 Time 19:06 Sent To  
Notes
2016-01-25 19:50:36ALL PREVIOUSLY ADDRESSED DEFICIENCIES HAVE BEEN
 SATISFACTORILY ADDRESSED. FILE SENT BACK TO "C31" FOR
 FURTHER REVIEWS. MA
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2016-01-04 Cont ID  
Sent By albarran Date 2016-01-04 Time 15:41 Rev Time 0.00
Received By albarran Date 2016-01-04 Time 14:05 Sent To I
Notes
2016-01-04 15:43:20I DISCUSSED THE LABELING CORRECTIONS W/MR/ S.SINCLAIR.
 WAITING FOR NEW SHEETS.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2015-12-03 Cont ID  
Sent By albarran Date 2015-12-03 Time 17:22 Rev Time 0.00
Received By albarran Date 2015-12-03 Time 15:21 Sent To I
Notes
2015-12-03 17:23:28THE PLANS FOR THE ABOVE MENTIONED PERMIT APPLICATION
 HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE EDITION OF
 THE NEC, (NATIONAL ELECTRICAL CODE) AND THE FBC,
 (FLORIDA BUILDING CODE) AS WELL AS THE CITY OF WEST
 PALM BEACH AMENDMENTS IN EFFECT AT THE TIME OF
 SUBMITTAL. BELOW IS A LIST OF THE DEFICIENCIES NOTED.
  
 1. NEC 600.5 REQUIRED BRANCH CIRCUIT. EACH COMMERCIAL
 BUILDING AND EACH COMMERCIAL OCCUPANCY ACCESSIBLE TO
 PEDESTRIANS SHALL BE PROVIDED WITH AT LEAST ONE 20 AMP
 DEDICATED OUTLET IN AN ACCESSIBLE LOCATION AT EACH
 ENTRANCE TO EACH TENANT SPACE FOR SIGN OR OUTLINE
 LIGHTING. SERVICE HALLWAYS OR CORRIDORS SHALL NOT BE
 CONSIDERED ACCESSIBLE TO PEDESTRIANS.
 2. NEC 210.62 SHOW WINDOWS. AT LEAST ONE RECEPTACLE
 OUTLET SHALL BE INSTALLED WITHIN 18? OF THE TOP OF A
 SHOW WINDOW FOR EVERY 12 LINEAR FT. OR MAJOR PORTION
 THEREOF AREA MEASURED HORIZONTALLY.
 3. NEC 210.8 GROUND FAULT CIRCUIT-INTERRUPTER
 PROTECTION. (B) OTHER THAN DWELLING UNITS. ALL OUTLETS
 IN A KITCHEN SHALL BE GFCI PROTECTED.
 4. NEC 406.9(B) RECEPTACLES IN WET LOCATIONS. 15 AND 20
 AMPERE, 125 AND 250 VOLT RECEPTACLES INSTALLED IN A WET
 LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF
 WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. ALL
 15- AND 20-AMPERE, 125- AND 250-VOLT NONLOCKING
 RECEPTACLES SHALL BE LISTED WEATHER-RESISTANT TYPE
 ?WR?.
 5. FBC-E C402.4.8 RECESSED LIGHTING. RECESSED LIGHTING
 INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE IC
 RATED AND BE SEALED TO LIMIT AIR LEAKAGE BETWEEN
 CONDITIONED & UNCONDITIONED SPACES.
 6. FBC-E C405 REVISE YOUR DRAWINGS TO COMPLY WITH THE
 MANDATORY LIGHTING AND SWITCHING REQUIREMENTS OF THIS
 CODE.
  
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, YOU ARE REQUIRED TO PROVIDE A RESPONSE
 LETTER (NARRATIVE) ADDRESSING EACH ITEM ALONG WITH THE
 STANDARD CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE
 INSERT CORRECTED PAGES INTO THE SUBMITTAL AND LEAVE THE
 PREVIOUSLY REVIEWED SHEETS FOR COMPARISON.
 CLOUDING THE CHANGES WILL BE GREATLY APPRECIATED.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
 THANK YOU,
 MIKE ALBARRAN
 ELECTRICAL PLANS EXAMINER
 PH: 561-805-6746
 EMAIL: [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2015-09-23 Cont ID  
Sent By albarran Date 2015-09-23 Time 18:50 Rev Time 0.00
Received By albarran Date 2015-09-23 Time 17:38 Sent To  
Notes
2015-09-23 18:49:41PLEASE NOTE THAT I, MIKE ALBARRAN, ELECTRICAL PLANS
 EXAMINER HAVE COMPLETED THE REVIEW OF THE ABOVE
 MENTIONED JOB. BELOW ARE THE COMMENTS WITH REGARDS TO
 THE REQUIRED CORRECTIONS. THE FOLLOWING ITEMS SHALL BE
 CORRECTED AND THE PLANS RESUBMITTED FOR ANOTHER REVIEW.
 PG. E.1
 1. YOU ARE MISSING EMERGENCY LIGHTING IN: THE
 ELECTRICAL ROOM, THE REST ROOMS MECHANICAL ROOM,
 GALLERY STAIRS AND ART WAREHOUSE.
 2. THERE IS A MISSING EXIT LIGHT IN ROOM 211 TOWARDS
 THE REAR STAIRS.
 PG. E.2
 1. YOU SHALL ADHERE TO THE MANDATORY LIGHTING CONTROL
 REQUIREMENTS OF THE 2014 FBC-ENERGY SECTION 505
  
 IF THE GENERATOR IS TO BE A PART OF THIS PERMIT, SPEC
 SHEETS ON THE GENERATOR SHALL BE SUBMITTED ACCOMPANIED
 BY LOAD CALCS FOR THE GENERATOR CONNECTED LOADS.
  
 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 LEAVE THE
 PREVIOUSLY REVIEWED SHEETS.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
 THANK YOU
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2016-01-29 Cont ID  
Sent By Mgonzale Date 2016-01-29 Time   Rev Time 1.00
Received By mgonzale Date 2016-01-29 Time   Sent To I
Notes
2016-01-29 19:12:55PROVISOS:
 PASSED WITH PROVISOS:
  
 #1 NO ROW WORK WILL BEGIN WITHOUT ENGINEERING
 DEPARTMENT APPROVAL.
  
 #2 CONTRACTOR MUST HAVE SWPPP ACTIVE AT ALL TIMES.
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
  
  
 IMPORTANT MESSAGE: AS OF DECEMBER 20, 2015 THE CITY OF
 WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE."
 FOR MORE INFORMATION REFER TO THE LINK BELOW:
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2015-12-02 Cont ID  
Sent By cranford Date 2015-12-02 Time 07:39 Rev Time 0.00
Received By cranford Date 2015-12-01 Time 14:44 Sent To  
Notes
2015-12-02 07:39:24ENGINEERING DEVELOPMENT APPLICATION E15110026 WAS
 SUBMITTED ON NOVEMBER 25, 2015. WATER, SEWER, GRADING,
 AND DRAINAGE TECHNICAL REVIEW WILL BE UNDER THAT
 APPLICATION.
  
 NO CONSTRUCTION ACTIVITIES MAY BEGIN UNTIL LAND
 STABILIZATION AND EROSION CONTROL BONDS HAVE BEEN
 RECEIVED BY THE CITY. BONDS ARE TO BE SUBMITTED TO THE
 CITY'S PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION.
 THE BOND(S) WILL BE RELEASED UPON APPROVED INSPECTION
 OF TIE-BEAMS OR SIMILAR VERTICAL CONSTRUCTION. (CITY
 CODE SECTION 94-450)
  
 KELLY CRANFORD, P.E.
 CAPITAL IMPROVEMENT PLAN MANAGER
 PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2015-09-28 Cont ID  
Sent By Mgonzale Date 2015-09-28 Time   Rev Time 0.50
Received By mgonzale Date 2015-09-28 Time   Sent To I
Notes
2015-09-28 15:04:59A SEPARATE SUBMITTAL TO ENGINEERING DEPARTMENT IS
 REQUIRED.
 SEE ENGINEERING DEVELOPMENT PERMIT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2016-01-28 Cont ID  
Sent By pleduc Date 2016-01-28 Time   Rev Time 0.00
Received By pleduc Date 2016-01-28 Time 14:44 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2016-01-15 Cont ID  
Sent By pleduc Date 2016-01-15 Time   Rev Time 0.00
Received By pleduc Date 2016-01-15 Time 14:57 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2015-12-16 Cont ID  
Sent By rlindow Date 2015-12-16 Time   Rev Time 0.00
Received By rlindow Date 2015-12-16 Time   Sent To  
Notes
2015-12-16 09:34:52SHEETS L1 AND L2
 FURTHER DEFINE USE OS SPACE.
 PLANS PROPOSE WAREHOUSE USE, APPEARS TO BE ASSEMBL USE.
  
 FIRE PROTECTION FOR COOKING ON SECOND FLOOR TO BE IN
 ACCORDANCE WITH NFPA 96. THIS IS TO INCLUDE REQUIRED
 VENTILATION.
 LINDOW 12/16/15
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2015-11-05 Cont ID  
Sent By rlindow Date 2015-11-05 Time 07:48 Rev Time 0.00
Received By rlindow Date 2015-11-05 Time   Sent To  
Notes
2015-11-05 07:53:2311/5/15, LINDOW
  
 PROVIDE ENGINEER OF RECORD STAMP FOR FIRE SPRINKLER
 DRAWINGS.
 SHOP DRAWINGS REQURED FOR FIRE SPRINKLER.
 FIRE SPRINKLER DRAWINGS SHOW WRONG EDITION OF THE CODE,
 SHOULD BE 2010.
 FIRE ALARM SYSTEM REQUIRED TO MONITOR FIRE SPRINKLER.
 PROVIDE PROTECTION TO COMPLY WITH NFPA 96 FOR STOVE IN
 KITCHEN.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2015-08-31 Cont ID  
Sent By pleduc Date 2015-08-31 Time   Rev Time 0.00
Received By pleduc Date 2015-08-31 Time 16:01 Sent To  
Notes
2015-08-31 16:11:43THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) SHEETS L1 & L2, THERE IS NO REFERENCE TO THE FLORIDA
 FIRE PREVENTION CODE, 5TH EDITION; PLEASE ADD NOTE AND
 ENSURE COMPLAINCE.
 THE PROPOSED PROJECT SHALL MEET THE REQUIREMENTS OF THE
 5TH EDITION OF FLORIDA FIRE PREVENTION CODE INCLUDING
 THE 2012 EDITION OF NFPA 1 AND NFPA 101 AND ALL OTHER
 APPLICABLE CODES OR STANDARDS.
 FIRE SPRINKLER WORK SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 13, 2010 EDITION.
 FIRE ALARM WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 72, 2010 EDITION.
 CONSTRUCTION WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 241, 2009 EDITION.
 FIRE EXTINGUISHERS SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 10, 2010 EDITION.
 ELECTRIC WORK SHALL COMPLY WITH NFPA 70, 2011 EDITION.
  
  
 2) SHEET S 1, . PER FLORIDA 69A-60.0081; NOTICE SIGNAGE
 IS REQUIRED FOR STRUCTURES WITH LIGHT-FRAME TRUSS-TYPE
 CONSTRUCTION. ANY COMMERCIAL, INDUSTRIAL, OR ANY
 MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE
 WHICH USES HORIZONTAL OR VERTICAL LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED
 WITH A MALTESE CROSS SIGN MEASURING 8 INCHES
 HORIZONTALLY AND 8 INCHES VERTICALLY, OF A BRIGHT RED
 REFLECTIVE COLOR. THE APPROVED SYMBOL SHALL BE PLACED
 WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR.
 1. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
 MARKED WITH THE LETTER "R".
 2. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
 SHALL BE MARKED WITH THE LETTER "F".
 3. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
 SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".
  
 3) SHEET S 6, NO STAIR RAILING DETAIL IS INDICATED.
 STAIR DETAIL SHALL BE PER NFPA 101, CHAPTER 7.
  
 4) SHEET S 1, THERE IS REFERENCE TO ONLY THE EXTERIOR
 DOOR SCHEDULE AND NO HARDWARE. PROVIDE AN INTERIOR DOOR
 SCHEDULE INCLUDING ALL HARDWARE. PANIC HARDWARE SHALL
 BE INSTALLED ON ALL REQUIRED EXIT DOORS.
 DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE
 EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. LOCKS,
 IF PROVIDED, SHALL NOT REQUIRE THE USE OF A KEY, TOOL,
 OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE
 EGRESS SIDE.
  
 INDICATE IF THE DOORS WILL BE EQUIPPED WITH ANY
 LOCK/LATCH. IF THE DOORS WILL BE EQUIPPED WITH A
 LOCK/LATCH, INDICATE HOW THE LOCK/LATCH WILL BE
 RELEASED FROM THE EGRESS SIDE OF THE DOOR.
  
 PER SECTION 7.2.1.5.9, THE LOCK/LATCH RELEASING
 MECHANISM ON ALL DOORS SHALL OPEN THE DOOR WITH NOT
 MORE THAN ONE RELEASING OPERATION. THE RELEASING
 MECHANISM SHALL HAVE AN OBVIOUS METHOD OF OPERATION
 THAT IS READILY OPERATED UNDER ALL LIGHTING CONDITIONS.
 THE RELEASING DEVICE SHOULD BE CAPABLE OF BEING
 OPERATED WITH ONE HAND AND SHOULD NOT REQUIRE TIGHT
 GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO
 OPERATE.
  
 A THUMB TURN LOCK IS NOT PERMITTED ON THE MAIN ENTRY
 DOOR(S). IN LIEU OF PANIC HARDWARE, THE MAIN ENTRY IS
 PERMITTED TO BE EQUIPPED WITH A KEYED LOCK WITH
 LOCK/UNLOCK INDICATOR WINDOW AND SIGNAGE STATING THE
 DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. NO
 OTHER LOCKING OR LATCHING MECHANISMS ARE PERMITTED.
  
 THUMB-TURN LOCK TO BE EQUIPPED WITH AN ?OPEN/LOCKED?
 INDICATOR WINDOW (SUCH AS ADAMS RITE 4089 OR SIMILAR).
  
 FOR ASSEMBLY AND EDUCATIONAL OCCUPANCIES WITH AN
 OCCUPANT LOAD OF 100 OR MORE PERSONS (50 PERSONS PER
 THE FLORIDA BUILDING CODE), PANIC HARDWARE SHALL BE
 PROVIDED ON DOORS TO RELEASE THE LOCK/LATCH. NO OTHER
 LOCKS OR LATCHES ARE PERMITTED THAT WOULD NOT BE
 RELEASED BY THE PANIC HARDWARE. AS A SUBSTITUTE FOR
 PANIC HARDWARE, THE MAIN ENTRANCE IS PERMITTED TO HAVE
 AN INTERIOR KEYED DOOR LOCK (AND NO LATCH) WITH A
 READILY VISIBLE SIGN STATING THIS DOOR TO REMAIN
 UNLOCKED WHEN THE BUILDING IS OCCUPIED. SIGN LETTERS
 SHALL BE AT LEAST 1 INCH IN HEIGHT. KEYED LOCK TO BE
 EQUIPPED WITH AN ?OPEN/LOCKED? INDICATOR WINDOW (SUCH
 AS ADAMS RITE 4089 OR SIMILAR). A THUMB TURN STYLE LOCK
 IS NOT PERMITTED TO BE SUBSTITUTED FOR A KEYED LOCK.
  
 5) PROVIDE PRELIMINARY FIRE ALARM SYSTEM DRAWINGS.
  
 6) PROVIDE PRELINMIARY FIRE SPRINKLER SYSTEM DRAWINGS.
Review Stop G GAS REVIEW
Rev No 4 Status P Date 2016-02-02 Cont ID  
Sent By tklarge Date 2016-02-01 Time 15:21 Rev Time 0.00
Received By tklarge Date 2016-02-01 Time 15:20 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 3 Status F Date 2016-01-16 Cont ID  
Sent By gjohnson Date 2016-01-16 Time 10:23 Rev Time 0.00
Received By gjohnson Date 2016-01-16 Time 10:23 Sent To  
Notes
2016-01-16 10:24:383RD REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 2NDREQUEST ON COMMENTS 1-4 / 3RDREQUEST ON COMMENT 5
  
 1. SHOW LINE PRESSURE UPSTREAM AND DOWN STREAM OF
 STEPDOWN REGULATORS. PER WPB AMEND.TO FBC SEC 107.2.1
 2. 25 EHD IS UNDERSIZED ON GENERATOR PER TABLE402.4(15)
 3.18 EHD IS UNDERSIZED ON SIX BURNER RANGE PER TABLE
 402.(15)
 4. SIZE PIPE ON DOWN STREAM SIDE OF STEPDOWN REGULATORS
 ON ALL APPLIANCES.PER WPB AMEND.TO FBC SEC 107.2.1
 5. 1ST REVIEW REFERENCES COMBUSTION AIR BUT I DID NOT
 SEE ANY CALCS PLEASE CLARIFY.
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2015-12-17 Cont ID  
Sent By gjohnson Date 2015-12-17 Time 11:26 Rev Time 0.00
Received By gjohnson Date 2015-12-17 Time 11:26 Sent To  
Notes
2015-12-17 11:40:05REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1. SHOW LINE PRESSURE UPSTREAM AND DOWN STREAM OF
 STEPDOWN REGULATORS. PER WPB AMEND.TO FBC SEC 107.2.1
 2. 25 EHD IS UNDERSIZED ON GENERATOR PER TABLE402.4(15)
 3.18 EHD IS UNDERSIZED ON SIX BURNER RANGE PER TABLE
 402.(15)
 4. SIZE PIPE ON DOWN STREAM SIDE OF STEPDOWN REGULATORS
 ON ALL APPLIANCES.PER WPB AMEND.TO FBC SEC 107.2.1
 5. 1ST REVIEW REFERENCES COMBUSTION AIR BUT I DID NOT
 SEE ANY CALCS PLEASE CLARIFY.
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2015-11-12 Cont ID  
Sent By tklarge Date 2015-11-12 Time 11:55 Rev Time 0.00
Received By tklarge Date 2015-11-12 Time 11:21 Sent To  
Notes
2015-11-12 09:34:511) SHT. P-3 - SUBMIT 2 COPIES OF THE MANUFACTURER'S
 SPECIFICATIONS FOR ALL GAS APPLIANCES/EQUIPMENT.
 APPLIANCES/EQUIPMENT SHALL BE LISTED AND LABELED PER
 2014 FBC-GAS CODE, SEC.301.3.
 2) THE GAS GENERATOR SHALL COMPLY WITH NFPA 37 AND
 COMPLY WITH UL 2200. 2010 FGC SEC.616.1. SUBMIT
 DOCUMENTATION THAT SHOWS COMPLIANCE.
 3) SHT. P-3 - THE GAS RISER INDICATES GALVANIZED PIPE
 UNDERGROUND. GALVANIZED PIPING IS NOT PERMITTED
 UNDERGROUND UNLESS FACTORY APPLIED COATINGS OR
 WRAPPINGS ARE INSTALLED ON THE PIPING. ZINC COATINGS
 ARE NOT DEEMED ADEQUATE PROTECTION FOR GAS PIPING
 UNDERGROUND. 2014 FBC-FUEL GAS SEC.404.11, 404.11.1,
 404.11.2.
 4) INDICATE ON THE PLANS THE NUMBER OF THE SPECIFIC GAS
 TABLE(S) THAT IS /ARE BEING USED IN THE SIZING OF THE
 GAS SYSTEM. 2014 FGC SEC.402.3, 402.4.
 5) INDICATE ON THE PLAN THE DISTANCE FROM THE METER TO
 THE MOST REMOTE OUTLET AND FROM EACH STEP DOWN
 REGULATOR TO THE MOST REMOTE OUTLET ON THAT PIPE
 SECTION. 2014 FGC SEC.402.4.1.
 6) SHOW THE BTU LOAD OF THE GENERATOR ON THE GAS
 DRAWING. WPB AMEND. TO FBC SEC. 107.3.5.1.3.
 7) SHOW THE LOCATION OF ALL STEP DOWN REGULATORS ON THE
 PLANS. WPB AMEND. TO FBC SEC. 107.3.5.1.3.
 8) SHOW THE PSI OF THE GAS DOWNSTREAM FROM THE METER
 AND FROM THE STEP DOWN REGULATORS.
 9) THE GAS RISER SHOWS AN EHD OF 13 ON SOME SECTIONS OF
 THE CSST ON THE GAS RISER. THIS IS EQUIVALENT TO 3/8"
 TUBING. IS THIS CORRECT? CLARIFY.
 10) PLEASE EXPLAIN HOW YOU ARRIVED AT THE AMOUNT OF
 REQUIRED COMBUSTION AIR. I AM NOT VERY FAMILIAR WITH
 THE EQUATION FROM SEC.304.9 OF THE FUEL GAS CODE.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2016-02-04 Cont ID  
Sent By ccole Date 2016-02-04 Time 07:30 Rev Time 0.00
Received By ccole Date 2016-01-27 Time 13:42 Sent To  
Notes
2016-01-27 13:42:14C30
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-01-27 Cont ID  
Sent By lmarchan Date 2016-01-27 Time 13:42 Rev Time 0.00
Received By lmarchan Date 2016-01-12 Time 09:52 Sent To  
Notes
2016-01-13 09:55:28C31
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-01-04 Cont ID  
Sent By albarran Date 2016-01-04 Time 16:10 Rev Time 0.00
Received By albarran Date 2015-12-09 Time 10:42 Sent To  
Notes
2016-01-04 16:11:401/4/16 FAILED ELECTRICAL REVIEW AS WELL AS OTHER
 TRADES. SPOKE W/STEPHEN SINCLAIR WHO WILL SUBMIT
 CORRECTED SHEETS. SENT TO LARGE DENIED BIN "C". MA
2015-12-10 10:42:42C35
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-12-03 Cont ID  
Sent By albarran Date 2015-12-03 Time 17:23 Rev Time 0.00
Received By albarran Date 2015-10-27 Time 14:33 Sent To  
Notes
2015-12-03 17:25:2512/3/15 FAILED ELECTRICAL REVIEW AS WELL AS ALL OTHER
 TRADES. RUNNER NOTIFIED VIA EMAIL. SENT TO LARGE DENIED
 BIN "C". MA
2015-10-27 14:34:19C26
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-09-29 Cont ID  
Sent By lmarchan Date 2015-09-29 Time 16:07 Rev Time 0.00
Received By lmarchan Date 2015-08-28 Time 13:31 Sent To  
Notes
2015-08-28 13:31:53C25
Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2016-02-04 Cont ID  
Sent By ccole Date 2016-02-04 Time 07:30 Rev Time 0.00
Received By ccole Date 2016-02-04 Time 06:48 Sent To E
Notes
2016-02-04 07:34:22MECHANICAL PROVISOS
 PERMIT #15011109
 2/4/16
  
 1) MANUFACTURER'S SPECIFICATIONS FOR ALL AC EQUIPMENT,
 COOKING APPLIANCES, EXHAUST HOODS, FIRE DAMPERS, O/A
 DAMPERS, DUCT SMOKE DETECTORS, AND C02 DETECTORS SHALL
 BE ON-SITE AT TIME OF INSPECTION.
 2) SEPARATE PERMITS REQUIRED FOR TYPE-1 GREASE HOOD AND
 FIRE SUPPRESSION.
  
Review Stop M MECHANICAL (A/C)
Rev No 5 Status F Date 2016-01-20 Cont ID  
Sent By ccole Date 2016-01-20 Time 15:36 Rev Time 0.00
Received By ccole Date 2016-01-20 Time 15:36 Sent To  
Notes
2016-01-20 15:49:535TH REVIEW: FBC 2014 MECHANICAL
 PERMIT #15081109
 01/20/16
  
 1) THE PLANS ARE INDICATING COMBUSTIBLE WOOD DOORS FOR
 ALL OF THE AC CLOSETS AND MECHANICAL ROOMS. PLEASE
 REFER TO SECTION C403.2.7.2 FBC-14 ENERGY CONSERVATION,
 AND SECTION 606.2 FBC-14 MECHANICAL AND PROVIDE
 NON-COMBUSTIBLE DOORS.
 2) THE C02 SENSORS ARE NOT UL LISTED AND LABELED.
 PROVIDE A UL LISTED DEVICE.
 3) THE RETURN DUCT FROM THE EMPLOYEE LOUNGE INTO THE
 MECHANICAL ROOM IS UNDERSIZED PER SECTION 601.5 FBC-14
 MECHANICAL. DUCT MUST HAVE A CROSS-SECTION AREA OF 225
 SQ. INCHES.
 4) THE ENERGY CALCULATION FORM 506-2014 MUST BE REVISED
 TO SHOW THE CHANGE TO THE SMALLER CAPACITY HEAT PUMPS.
 5) PLEASE CLARIFY WHY THE AIR HANDLER CAPACITIES HAVE
 NOT BEEN REDUCED TO MATCH THE REDUCED HEAT PUMP
 CAPACITIES.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2015-12-18 Cont ID  
Sent By ccole Date 2015-12-18 Time 07:06 Rev Time 0.00
Received By ccole Date 2015-12-18 Time 07:06 Sent To  
Notes
2015-12-18 07:24:193RD REVIEW 2014 MECHANICAL
 PERMIT #15081109
 12/18/15
  
 1) AS PREVIOUSLY NOTED IN THE 2ND REVIEW, THE AC
 SYSTEMS CANNOT BE SIZED LARGER THAN THE CALCULATED
 LOADS. THE TOTAL LOAD CALCULATED BY KO DESIGN FOR
 COOLING IS 31.56 TONS, HOWEVER THE TOTAL LOAD SHOWN IN
 THE AC SCHEDULE ON SHEET M1 IS 51.66. PLEASE SEE
 SECTION C403.2.2 FBC-14 ENERGY CONSERVATION.
 2) THE LOCATIONS OF THE DUCT SMOKE DETECTORS SHOWN ON
 THE REVISED PLANS ARE NOT IN COMPLIANCE WITH 606.2.1
 FBC-14 MECHANICAL: THE DEVICES SHALL BE UPSTREAM OF THE
 O/A DUCT CONNECTIONS INTO THE RETURN AIR PLENUMS.
 3) THE FLEX DUCTS CANNOT BE USED FOR OUTSIDE AIR DUCTS
 BECAUSE THEY ARE NOT MOISTURE RESISTANT- PROVIDE METAL
 DUCTING.
 4) THE SUBMITTED MANUFACTURER'S SPECIFICATIONS FOR THE
 COOKTOP DO NOT INDICATE THE PRODUCT IS LISTED AND
 LABELED IN ACCORDANCE WITH UL 197 FOR COMMERCIAL USE. -
 SEE SECTION 917.1 FBC-14 MECHANICAL AND PROVIDE
 DOCUMENTION VERIFYING COMPLIANCE.
 5) PLEASE SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 CO2 SENSORS REVIEWED AND APPROVED BY THE ENGINEER OF
 RECORD.
 6) PLACE NOTE ON THE PLAN THE KITCHEN GAS RANGE,
 ELECTRIC COOKTOP AND HOOD WILL BE DONE UNDER SEPARATE
 PERMIT.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2015-12-17 Cont ID  
Sent By ccole Date 2015-12-17 Time 16:45 Rev Time 0.00
Received By ccole Date 2015-12-17 Time 12:43 Sent To  
Notes
2015-12-17 16:48:302ND REVIEW 2014 MECHANICAL
 PERMIT #15081109
 12/17/15
  
 1)
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2015-11-12 Cont ID  
Sent By ccole Date 2015-11-12 Time 17:26 Rev Time 0.00
Received By ccole Date 2015-11-12 Time 17:25 Sent To  
Notes
2015-11-12 17:39:272ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #15081109
 11/12/15
  
 1) REFER TO SECTION C403.2.2 FBC-14 ENERGY
 CONSERVATION: THE OUTPUT CAPACITIES OF THE AC SYSTEMS
 IN THE EQUIPMENT SCHEDULE ON SHEET M1 ARE EXCEEDING THE
 CALCULATED LOADS SHOWN IN THE CALCULATION SUBMITTAL
 FROM K.O. ENERGY DESIGN. A) SYSTEM 1 CALCULATIONS
 INDICATE 12.82 TONS COOLING , SYSTEM 1 SCHEDULE
 INDICATES 21.5 TONS. B) SYSTEM 2 CALCS- 7.97 TONS,
 SCHEDULE- 12.5 TONS. C) SYSTEM 3 CALCS- 10.78,
 SCHEDULE- 19.5 TONS. TOTAL COOLING CALCULATION- 31.56
 TONS, TOTAL COOLING SHOWN ON SCHEDULE- 53.5 TONS.
 PLEASE NOTE THAT THE CALCS SHOW 0 BTUH FOR HEATING
 REQUIRED, HOWEVER HEATING IS REQUIRED PER SECTION 309.1
 FBC-14 MECHANICAL.
 2) SHEET M1 & M2: REFER TO TABLE 404.4 FBC-14
 MECHANICAL- THE OUTSIDE AIR CALCULATIONS MUST BE
 REVISED TO INCLUDE THE GALLERY AREAS AT 7.5 CFM PER
 PERSON AND THE THEATER AREA AT 10 CFM PER PERSON.
 FURTHER REVISION MAY BE REQUIRED PENDING OCCUPANCY
 CLASSIFICATION CHANGES.
 3) M1: THE FIRST FLOOR STUDIO BATHS INDICATES A SHOWER
 WHICH REQUIRES 50 CFM EXHAUST IN ADDITION TO THE 50 CFM
 FOR THE TOILET- TABLE 403.3.
 4) M1: INDICATE HOW THE RETURN AIR SYSTEM IS
 FUNCTIONING FOR AHU #7.
 5) M1: PROVIDE ADDITIONAL DETAILS TO CLARIFY HOW
 OUTSIDE AIR IS BEING SUPPLIED FOR AHU'S 3, 4, 5, 6, 7,
 14, AND 15. PROVIDE THE SIZES OF THE W.P. WALL JACKS,
 SHOW THE REQUIRED MOTORIZED DAMPERS FOR THE INTAKES,
 AND INDICATE THE AMOUNT OF O/A BEING SUPPLIED. REFER TO
 SECTION 401.4 AND 401.5 FOR AIR INTAKE COMPLIANCES-
 PLEASE NOTE THAT THE OPENINGS SHALL BE LOCATED A
 MINIMUM OF 10'
 HORIZONTALLY FROM ALLEYS UNLESS THEY ARE 25' ABOVE
 GRADE.
 6) M1: REFER TO SECTION 3006.2 FBC-14 BUILDING AND
 CLARIFY IF THE ELEVATOR ROOM CONTAINS SOLID STATE
 EQUIPMENT WHICH REQUIRES AN INDEPENDENT AC SYSTEM. SEE
 ALSO SECTION 3006.4 FOR FIRE BARRIER ENCLOSURE- NOTE:
 FIRE DAMPERS MAY BE REQUIRED FOR THE DUCTS PENETRATING
 THE ELEVATOR ROOM CEILING.
 7) M1: PROVIDE A DETAIL FOR FIRE DAMPERS IN THE
 STAIRWELL CEILINGS- SEE SECTION 717.6.2: A SHAFT
 ENCLOSURES OR CEILING RADIATION DAMPERS ARE REQUIRED.
 REFER TO SECTION 1022.5 & 1022.6 FBC-14 BUILDING:
 INDEPENDENT VENTILATION SYSTEMS FOR INTERIOR EXIT
 STAIRWAYS ARE REQUIRED- THE SUPPLY DUCTS PENETRATING
 INTO THE STAIRWELLS ARE NOT PERMITTED.
 8) M1 & M2: SHOW THE LOCATIONS OF THE REQUIRED DUCT
 SMOKE DETECTORS IN THE AHU RETURN AIR SYSTEMS- SECTION
 606.2.1.
 9) M2: INDICATE HOW THE RETURN AIR SYSTEM IS
 FUNCTIONING FOR AHU-13. NO ACCESS FOR RETURN AIR INTO
 THE MECHANICAL ROOM IS SHOWN ON THE PLAN.
 10) THE LOCATION OF THE HOOD EXHAUST TERNINATION IS
 REQUIRED TO BE 10' ABOVE GRADE AND 10' FROM THE
 PROPERTY LINE- SECTION 501.3.1 FBC-14 MECHANICAL: THE
 PLAN DOES NOT CLEARLY INDICATE COMPLIANCE. SUBMIT
 MANUFACTURER'S SPECS FOR THE GAS GRILL IN THE KITCHEN.
 PLEASE NOTE A GREASE HOOD AND FIRE SUPPRESSION MAY BE
 REQUIRED.
 11) AS PREVIOUSLY REQUESTED IN THE 1ST REVIEW PROVIDE
 AN AIR BALANCE CALCULATION ON THE PLAN.
 12) AS PREVIOUSLY NOTED IN THE 1ST REVIEW, DEMAND
 CONTROLLED VENTILATION IS REQUIRED FOR THE PROPOSED
 OCCUPANCY PER SECTION C403.2/.5.1 FBC-14 ENERGY
 CONSERVATION- SEE SECTION 202 DEFINITIONS AND PROVIDE A
 SYSTEM CAPABILITY ON THE PLANS. NOTE: TYPICALLY THIS IS
 ACCOMPLISHED THROUGH THE USE OF SENSORS AND PROGRAMMING
 OF THE SYSTEMS
 13) 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. SUBMITTALS SHALL
 INCLUDE THE FIRE DAMPERS, DUCT SMOKE DETECTORS, AIR
 INTAKE AND EXHAUST LOUVERS, WALL AND ROOF JACKS, DCV
 SENSORS, AND AC SYSTEMS.
 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.
 A) 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 2015-09-10 Cont ID  
Sent By ccole Date 2015-09-10 Time 08:45 Rev Time 0.00
Received By ccole Date 2015-09-10 Time 08:41 Sent To  
Notes
2015-09-10 09:13:181ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #15081109
 9/10/15
  
 1) PROVIDE AC COOLING AND HEATING LOAD CALCULATIONS-
 REFER TO SECTION C403.2.1 FBC-14 ENERGY CONSERVATION--
 CALCULATION OF HEATING AND COOLING LOADS.
 DESIGN LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THE
 PROCEDURES DESCRIBED IN THE ASHRAE/ACCA STANDARD 183 OR
 ACCA MANUAL N AND SHALL BE ATTACHED TO THE CODE
 COMPLIANCE FORM SUBMITTED TO THE BUILDING DEPARTMENT
 WHEN THE BUILDING IS PERMITTED OR, IN THE EVENT THE
 MECHANICAL PERMIT IS OBTAINED AT A LATER TIME, THE
 SIZING CALCULATION SHALL BE SUBMITTED WITH THE
 APPLICATION FOR THE MECHANICAL PERMIT. HEATING AND
 COOLING LOADS SHALL BE ADJUSTED TO ACCOUNT FOR LOAD
 REDUCTIONS THAT ARE ACHIEVED WHEN ENERGY RECOVERY
 SYSTEMS ARE UTILIZED IN THE HVAC SYSTEM IN ACCORDANCE
 WITH THE ASHRAEHVAC SYSTEMS AND EQUIPMENT HANDBOOK.
 ALTERNATIVELY, DESIGN LOADS SHALL BE DETERMINED BY AN
 APPROVED EQUIVALENT COMPUTATION PROCEDURE, USING THE
 DESIGN PARAMETERS SPECIFIED IN CHAPTER 3.
 2) PROVIDE ENERGY CALCULATIONS PER SECTION C401.2
 FBC-14 ENERGY CONSERVATION: C401.2 APPLICATION.
 COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE
 FOLLOWING:
 1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1.
 2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND
 C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY
 WITH EITHER SECTION C406.2, C406.3 OR C406.4.
 3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2,
 C404, C405.2, C405.3, C405.4, C405.6 AND C405.7. THE
 BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85
 PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING.
 2A) REFER TO SECTION C101.5.1.1 ALTERATIONS,
 RENOVATIONS AND BUILDING SYSTEMS. ALTERATIONS,
 RENOVATIONS AND BUILDING SYSTEMS MAY UTILIZE FORM C402.
 FORM C402 CAN BE FOUND IN APPENDIX C.
 3) REFER TO SECTION 809.1 FBC-14 EXISTING BUILDING CODE
 AND PROVIDE VENTILATION CALCULATIONS FOR ALL ROOMS,
 SPACES, AND AREAS SHOWN ON THE PLANS- SEE TABLE 403.3
 FBC-14 MECHANICAL AND PROVIDE A SCHEDULE ON THE PLAN
 INDICATING THE TOTAL CFM'S OF O/A CFM'S OR EXHAUST
 REQUIRED, AND THE AMOUNTS PROVIDED. PLEASE INCLUDE AN
 AIR BALANCE CALCULATION.
 4) SHEETS M1 & M2: THE PLANS ARE OF INSUFFICIENT
 CLARITY FOR REVIEW AND FOR COMPUTER SCANNING AND
 FILING. THE PRINT ON THE AC EQUIPMENT SCHEDULES, AND
 ALL THE PRINTED NOTES, DETAILS, AND TAGS SHOWN IN THE
 HVAC PLANS ARE EITHER TOO SMALL OR TOO FAINT TO READ-
 REFER TO SECTION 107.2.1 WPB AMENDMENTS TO THE FBC-14
 BUILDING CODE AND ENLARGE AND EMBOLDEN THE PRINT TO
 EXPEDITE THE REVIEW OF THIS PROJECT.
 5) M1 & M2: THE AIR HANDLERS ARE SHOWN IN PLENUM RATED
 CLOSETS WITH DOUBLE DOORS, HOWEVER THERE ARE NO
 ARCHITECTURAL FINISH DETAILS OR A DOOR SCHEDULE ON THE
 PLANS TO VERIFY THE MATERIALS USED ARE PLENUM-RATED:
 REFER TO SECTION 602 FBC-14 MECHANICAL.
 6) M1 & M2: REFER TO SECTION 603.1.1 FBC-14 MECHANICAL
 AND PROVIDE DETAILS AND DIMENSIONS ON THE PLANS TO
 VERIFY COMPLIANCE- 603.1.1 SPACE PROVIDED.
 SUFFICIENT SPACE SHALL BE PROVIDED ADJACENT TO ALL
 MECHANICAL COMPONENTS LOCATED IN OR FORMING A PART OF
 THE AIR DISTRIBUTION SYSTEM TO ASSURE ADEQUATE ACCESS
 FOR (1) CONSTRUCTION AND SEALING IN ACCORDANCE WITH THE
 REQUIREMENTS OF SECTION 603.1 OF THIS CODE; (2)
 INSPECTION; AND (3) CLEANING AND MAINTENANCE. A MINIMUM
 OF 4 INCHES (102 MM) IS CONSIDERED SUFFICIENT SPACE
 AROUND AIR HANDLING UNITS.
 7) PROVIDE AN AIR DISTRIBUTION SCHEDULE LISTING THE
 MAKES, MODELS, AND SIZES OF ALL AC SUPPLY DIFFUSERS AND
 RETURN AIR GRILLS.
 8) INDICATE THE TYPE(S) OF SUPPLY AND RETURN DUCTWORK
 TO BE USED, AND PROVIDE DUCT CONNECTION, HANGING AND
 SUPPORT DETAILS- REFER TO TABLE C403.2.7.2 FBC-14
 ENERGY CONSERVATION.
 9) BATH AND TOILET ROOM EXHAUST: ENLARGE THE DETAILS TO
 CLEARLY SHOW THE EXHAUST FANS, THE TYPES AND SIZES OF
 EXHAUST DUCTS, THE DUCT RUNS, AND TERMINATION
 LOCATIONS. PROVIDE EXHAUST FAN EQUIPMENT SCHEDULES ON
 THE PLANS LISTING THE MAKES AND MODELS, AND EXHAUST CFM
 CAPACITIES.
 10) THE PLAN IS INDICATING A KITCHEN AND A KITCHEN
 EXHAUST HOOD- PLEASE PLACE A NOTE INDICATING THE
 KITCHEN HOOD, EXHAUST, AND FIRE SUPPRESSION SYSTEM WILL
 BE DONE UNDER SEPARATE PERMITS, HOWEVER PLEASE INCLUDE
 THE HOOD MAKEUP SUPPLY AND EXHAUST CFM'S IN THE AIR
 BALANCE CALCULATIONS.
 11) PROVIDE A ROOF PLAN INDICATING THE LOCATIONS OF AND
 CLEARANCE DISTANCES FOR THE KITCHEN EXHAUST FAN, AND
 THE MAKEUP AIR INTAKE FAN. REFER TO SECTION 304.11
 GUARDS AND PROVIDE DETAILS IF APPLICABLE.
 12) PROVIDE PRIMARY AND SECONDARY CONDENSATE DISPOSAL
 PLANS FOR THE AIR HANDLERS- SEE SECTION 307.
 13) PROVIDE AHRI CERTIFICATES FOR THE NEW HP SYSTEMS.
 14) REFER TO SECTION 301.15 FBC-14 MECHANICAL AND
 PROVIDE TIE-DOWN ENGINEERING FOR THE EXTERIOR
 CONDENSERS. PLEASE INCLUDE THE WIND LOAD DESIGN
 CRITERIA AND WIND PRESSURES ON THE PLAN IN ACCORDANCE
 WITH SECTION 1609 FBC-14 BUILDING- 301.15 WIND
 RESISTANCE.
 MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE
 EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO
 RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH
 THE FLORIDA BUILDING CODE.
 15) REFER TO SECTION C403.2.4.4 FBC-14 ENERGY
 CONSERVATION AND SHOW COMPLIANCE- SHUTOFF DAMPER
 CONTROLS.
 16) PROVIDE A DETAIL FOR INSTALLATION OF THE FIRE
 DAMPER FOR THE FLEX DUCT PENETRATING THE FLOOR/CEILING
 ASSEMBLY AT THE STAIRWELL/LIBRARY.
 BOTH OUTDOOR AIR SUPPLY AND EXHAUST DUCTS SHALL BE
 EQUIPPED WITH MOTORIZED DAMPERS THAT WILL AUTOMATICALLY
 SHUT WHEN THE SYSTEMS OR SPACES SERVED ARE NOT IN USE.
 EXCEPTIONS:
 1. GRAVITY DAMPERS SHALL BE PERMITTED IN BUILDINGS LESS
 THAN THREE STORIES IN HEIGHT.
 2. GRAVITY DAMPERS SHALL BE PERMITTED FOR BUILDINGS OF
 ANY HEIGHT LOCATED IN CLIMATE ZONES 1, 2 AND 3. GRAVITY
 DAMPERS SHALL BE PERMITTED FOR OUTSIDE AIR INTAKE OR
 EXHAUST AIRFLOWS OF 300 CFM (0.14 M3/S) OR LESS.
 17) REFER TO SECTION C403.2.5.1 AND SHOW COMPLIANCE-
 C403.2.5.1 DEMAND CONTROLLED VENTILATION.
 DEMAND CONTROL VENTILATION (DCV) SHALL BE PROVIDED FOR
 SPACES LARGER THAN 500 SQUARE FEET (50 M2) AND WITH AN
 AVERAGE OCCUPANT LOAD OF 25 PEOPLE PER 1000 SQUARE FEET
 (93 M2) OF FLOOR AREA (AS ESTABLISHED IN TABLE 403.3 OF
 THEFLORIDA BUILDING CODE, MECHANICAL) AND SERVED BY
 SYSTEMS WITH ONE OR MORE OF THE FOLLOWING:
 1. AN AIR-SIDE ECONOMIZER;
 2. AUTOMATIC MODULATING CONTROL OF THE OUTDOOR AIR
 DAMPER; OR
 3. A DESIGN OUTDOOR AIRFLOW GREATER THAN 3,000 CFM
 (1400 L/S).
 EXCEPTION: DEMAND CONTROL VENTILATION IS NOT REQUIRED
 FOR SYSTEMS AND SPACES AS FOLLOWS:
 1. SYSTEMS WITH ENERGY RECOVERY COMPLYING WITH SECTION
 C403.2.6.
 2. MULTIPLE-ZONE SYSTEMS WITHOUT DIRECT DIGITAL CONTROL
 OF INDIVIDUAL ZONES COMMUNICATING WITH A CENTRAL
 CONTROL PANEL.
 3. SYSTEM WITH A DESIGN OUTDOOR AIRFLOW LESS THAN 1,200
 CFM (600 L/S).
 4. SPACES WHERE THE SUPPLY AIRFLOW RATE MINUS ANY
 MAKEUP OR OUTGOING TRANSFER AIR REQUIREMENT IS LESS
 THAN 1,200 CFM (600 L/S).
 5. VENTILATION PROVIDED FOR PROCESS LOADS ONLY.
 18) PROVIDE TWO COPIES OF A FL. PRODUCT APPROVAL OR
 MIAMI-DADE NOA FOR THE OUTSIDE AIR INTAKE LOUVERS.
 19) PLEASE NOTE THAT FURTHER COMMENTS MAY FOLLOW
 RE-SUBMITTAL OF RESPONSES AND PLAN REVISIONS FOR ALL
 BUILDING DEPARTMENT REVIEW COMMENTS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop P PLUMBING
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Sent By gjohnson Date 2016-02-03 Time 12:19 Rev Time 0.00
Received By gjohnson Date 2016-02-03 Time 12:19 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status P Date 2016-01-16 Cont ID  
Sent By gjohnson Date 2016-01-16 Time 10:01 Rev Time 0.00
Received By gjohnson Date 2016-01-16 Time 10:01 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2015-12-17 Cont ID  
Sent By gjohnson Date 2015-12-17 Time 10:20 Rev Time 0.00
Received By gjohnson Date 2015-12-17 Time 10:20 Sent To  
Notes
2015-12-17 10:55:433RD REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1.IN BATHROOMS 104-122-225 TOILETS MUST COMPLY WITH FBC
 ACC. SEC 604
 (A)-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
 (B) 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.
 (C)604.3.2 OVERLAP.
 THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE
 PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB
 BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT
 HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE
 AND CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE
 TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL
 BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE.
 (D)LAVATORY ARE NOT ALLOWED TO BE IN THE CLEARANCE
 SPACE FOR THE TOILET IN COMMERCIAL BUILDINGS.
  
 2. SHOW COMPLIANCE FBC ACC. SEC 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.
 3. SHOW COMPLIANCE FBC ACC. SEC 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.
 4. SHOW COMPLIANCE SHOWER SEATS FBC ACC. SEC 610.3.1
 RECTANGULAR SEATS.
 THE REAR EDGE OF A RECTANGULAR SEAT SHALL BE 2 1/2
 INCHES (64 MM) MAXIMUM AND THE FRONT EDGE 15 INCHES
 (380 MM) MINIMUM AND 16 INCHES (405 MM) MAXIMUM FROM
 THE SEAT WALL. THE SIDE EDGE OF THE SEAT SHALL BE 11/2
 INCHES (38 MM) MAXIMUM FROM THE ADJACENT WALL.
 610.3.2 L-SHAPED SEATS.
 THE REAR EDGE OF AN L-SHAPED SEAT SHALL BE 2 1/2 INCHES
 (64 MM) MAXIMUM AND THE FRONT EDGE 15 INCHES (380 MM)
 MINIMUM AND 16 INCHES (405 MM) MAXIMUM FROM THE SEAT
 WALL. THE REAR EDGE OF THE ?L? PORTION OF THE SEAT
 SHALL BE 11/2 INCHES (38 MM) MAXIMUM FROM THE WALL AND
 THE FRONT EDGE SHALL BE 14 INCHES (355 MM) MINIMUM AND
 15 INCHES (380 MM) MAXIMUM FROM THE WALL. THE END OF
 THE ?L? SHALL BE 22 INCHES (560 MM) MINIMUM AND 23
 INCHES MAXIMUM (585 MM) FROM THE MAIN SEAT WALL.
 5. SHOW COMPLIANCE FBC ACC. SEC 602 DRINKING FOUNTAINS
  
 602.1 GENERAL.
 DRINKING FOUNTAINS SHALL COMPLY WITH 307 AND 602.
  
 602.2 CLEAR FLOOR SPACE.
 UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 307.2 PROTRUSION LIMITS.
 OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES (685 MM)
 AND NOT MORE THAN 80 INCHES (2030 MM) ABOVE THE FINISH
 FLOOR OR GROUND SHALL PROTRUDE 4 INCHES (100 MM)
 MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH.
 306.3.1 GENERAL.
 SPACE UNDER AN ELEMENT BETWEEN 9 INCHES (230 MM) AND 27
 INCHES (685 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL
 BE CONSIDERED KNEE CLEARANCE AND SHALL COMPLY WITH
 306.3.
  
 306.3.2 MAXIMUM DEPTH.
 KNEE CLEARANCE SHALL EXTEND 25 INCHES (635 MM) MAXIMUM
 UNDER AN ELEMENT AT 9 INCHES (230 MM) ABOVE THE FINISH
 FLOOR OR GROUND.
  
 306.3.3 MINIMUM REQUIRED DEPTH.
 WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS
 PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL
 BE 11 INCHES (280 MM) DEEP MINIMUM AT 9 INCHES (230 MM)
 ABOVE THE FINISH FLOOR OR GROUND, AND 8 INCHES (205 MM)
 DEEP MINIMUM AT 27 INCHES (685 MM) ABOVE THE FINISH
 FLOOR OR GROUND.
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2015-11-12 Cont ID  
Sent By tklarge Date 2015-11-12 Time 11:21 Rev Time 0.00
Received By tklarge Date 2015-11-07 Time 07:33 Sent To  
Notes
2015-11-06 11:24:171) SHT. FP-1 - THE BREAK ROOM SINK SHALL COMPLY WITH
 2014 FBC-ACCESSIBILITY SECS. 212, 212.3, 804. SHOW
 COMPLIANCE ON THE PLANS. THERE ARE NO HEIGHT
 MEASUREMENTS SHOWN ON THE ELEVATION DETAILS SO
 COMPLIANCE WITH THE FL. ACCESSIBILITY CODE COULD NOT BE
 CONFIRMED. ALSO, SHOW THE CLEAR FLOOR SPACES AT
 APPLIANCES AND FIXTURES PER THE FBC-ACCESSIBILITY SECS.
 305 & 306.THE MAXIMUM COUNTER HEIGHT SHALL BE 34 INCHES
 PER FAC SEC. 606.3. THE DRYER SHALL COMPLY WITH SEC.611
 OF THE FBC-ACCESSIBILITY.
 2) THE RANGE IN THE BREAKROOM SHALL COMPLY WITH 2014
 FBC-ACCESSIBILITY SECS. 305, 804.6.4 -804.6.5.3. SHOW
 COMPLIANCE ON THE PLANS.THE MAXIMUM COUNTER HEIGHT
 SHALL BE 34 INCHES.
 3) A SERVICE SINK IS REQUIRED PER 2014 FBC-PLUMBING
 TABLE 403.1. SHOW THE LOCATION OF THE SERVICE SINK ON
 THE FLOOR PLAN AND THE SANITARY AND WATER RISERS. WPB
 AMEND. TO FBC SEC. 107.2.1.
 4) SUBMIT AN ENLARGED FLOOR PLAN OF THE TOILET ROOMS
 AND SHOW THE CLEAR INSIDE DIMENSIONS OF THE TOILET
 ROOMS, SHOWER, FIXTURE CLEARANCES, ETC. ALL TOILET
 ROOMS & BATHING ROOMS SHALL COMPLY WITH 2014
 FBC-ACCESSIBILITY SEC.213.604, 606, 608.THE MINIMUM
 WIDTH OF A SINGLE USER TOILET ROOM SHALL BE 85 INCHES
 IF BUILT PERFECT; 86 INCHES ALLOWS FOR TOLERANCES. SEE
 TOILET ROOMS # 104 & 105.
 5) SUBMIT ELEVATION DETAILS FOR ALL HANDICAP ACCESSIBLE
 FIXTURES, GRAB BARS, SHOWER CONTROLS, ETC.SHOW ALL
 MEASUREMENTS FROM THE FINISHED FLOOR TO THE TOP OF THE
 GRAB BARS, THE DISTANCE FROM ADJACENT WALLS,
 ETC.FBC-ACCESS SECS.604.2,609.
 6)THE FIRST FLOOR SANITARY SYSTEM DESIGN FOR TOILET
 ROOMS #104, 105 AND THE SECOND FLOOR DOES NOT COMPLY
 WITH SEC. 912.1 FOR WET VENTING. WET VENTED FIXTURES IN
 BATHROOM GROUPS SHALL BE LOCATED ON THE SAME FLOOR. AS
 DRAWN, THERE ARE WATER CLOSETS ON THE FIRST FLOOR BEING
 WET VENTED BY FIXTURES ON THE SECOND FLOOR AND THE
 DRINKING FOUNTAINS ARE INSTALLED ON THE WET VENT WHICH
 IS NOT PERMITTED.
 7) THE HIGH UNIT OF THE DRINKING FOUNTAINS WILL
 PROBABLY REQUIRE A CANE TOUCH SKIRT TO COMPLY WITH
 FBC-ACCESSIBILITY SEC.307.2 FOR THE PROTRUDING OBJECTS
 GUIDELINES.
 8) THE SHOWER IN THE STUDIO BATHROOM #116 C SHALL
 COMPLY WITH THE FBC- ACCESSIBILITY SECS.213.3.6 &
 608.2.1.THE SHOWER DIMENSIONS SHALL BE 36" X 36" FOR A
 TRANSFER TYPE SHOWER.THESE DIMENSIONS ARE ABSOLUTE AND
 ARE NOT MINIMUMS.
 9) SHT. P-3 - THE WET VENT FOR THE WATER CLOSET IN ROOM
 # 116 C AND ROOM #122 DOES NOT COMPLY WITH 2014
 FBC-PLUMBING SEC.912 FOR A HORIZONTAL WET VENT.THE
 DRINKING FOUNTAINS IN THE BATHROOM LOBBY AND THE STUDIO
 KITCHEN SINK SHALL CONNECT TO THE HORIZONTAL DRAIN
 DOWNSTREAM OF THE WET VENT.
  
 PLEASE CALL ME TO SET UP AN APPOINTMENT TO REVIEW THE
 COMMENTS.
  
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-09-03 Cont ID  
Sent By tklarge Date 2015-09-03 Time 06:23 Rev Time 0.00
Received By tklarge Date 2015-09-01 Time 05:37 Sent To  
Notes
2015-09-01 10:13:571) SHT. FP-1 - THE BREAK ROOM SINK SHALL COMPLY WITH
 2014 FBC-ACCESSIBILITY SECS. 212, 212.3, 804. SHOW
 COMPLIANCE ON THE PLANS.
 2) THE RANGE IN THE BREAKROOM SHALL COMPLY WITH 2014
 FBC-ACCESSIBILITY SEC.804.6.4 -804.6.5.3. SHOW
 COMPLIANCE ON THE PLANS.
 3) A DRINKING FOUNTAIN IS REQUIRED IN A BUSINESS
 OCCUPANCY PER THE 2014 FBC-PLUMBIING TABLE 403.1.THIS
 IS NOT A RESTAURANT AND THE EXCEPTION FOR NOT PROVIDING
 A DRINKING FOUNTAIN IS FOR RESTAURANTS ONLY PER 2014
 FBC -PLUMBING SEC.410.3. A MINIMUM OF TWO DRINKING
 FOUNTAINS ARE REQUIRED PER 2014 FPC TABLE 403.1,
 FOOTNOTE # (E) & 2014 FAC SEC.211.2.
 4) A MINIMUM OF 3 WATER CLOSETS FOR THE MALES AND 3
 WATER CLOSETS FOR THE FEMALES ARE REQUIRED FOR AN
 OCCUPANT LOAD OF 200 PER THE 2014 FBC-PLUMBING TABLE
 403.1.
 5) A SERVICE SINK IS REQUIRED PER 2014 FBC-PLUMBING
 TABLE 403.1. SHOW THE LOCATION OF THE SERVICE SINK ON
 THE FLOOR PLAN AND THE SANITARY AND WATER RISERS. WPB
 AMEND. TO FBC SEC. 107.2.1.
 6) SUBMIT AN ENLARGED FLOOR PLAN OF THE TOILET ROOMS
 AND SHOW THE CLEAR INSIDE DIMENSIONS OF THE TOILET
 ROOMS, SHOWER, FIXTURE CLEARANCES, ETC. ALL TOILET
 ROOMS & BATHING ROOMS SHALL COMPLY WITH 2014
 FBC-ACCESSIBILITY SEC.213.604, 606, 608.
 7) SUBMIT ELEVATION DETAILS FOR ALL HANDICAP ACCESSIBLE
 FIXTURES, GRAB BARS, SHOWER CONTROLS, ETC.SHOW ALL
 MEASUREMETS FROM FINISH FLOOR.WPB AMEND. TO 2014 FBC
 SEC. 107.2.1.
 8) SHT. P-2 SHOWS 2 WATER LINES TO A WATER METER.
 INDDICATE ON THE PLANS IF THERE ARE TTWO SEPARATE WATER
 METERS SERVING THIS PROPERTY OR IF THESE TWO LINES ARE
 INTERCONNECTED AND CONTINUE TO CONNECT TO ONE METER. IF
 THEY ARE INTERCONNECTED, SHOW ALL THE PIPING TO THE
 POINT OF INTERCONNECTION.WPB AMEND TO FBC SEC. 107.2.1.
 9) THE FIRST FLOOR SANITARY SYSTEM DESIGN FOR TOILET
 ROOMS #104, 105 AND THE SECOND FLOOR DOES NOT COMPLY
 WITH SEC. 912.1 FOR WET VENTING. WET VENTED FIXTURES IN
 BATHROOM GROUPS SHALL BE LOCATED ON THE SAME FLOOR. AS
 DRAWN, THERE ARE WATER CLOSETS ON THE FIRST FLOOR BEING
 WET VENTED BY FIXTURES ON THE SECOND FLOOR.
 10) THE DISHWASHER SHALL BE INSTALLED IN ACCORDANCE
 WITH THE 2014 FBC-PLUMBING SEC.802.1.6.
 11) SHT. P-3 - SUBMIT 2 COPIES OF THE MANUFACTURER'S
 SPECIFICATIONS FOR ALL GAS
 APPLIANCES/EQUIPMENT.APPLIANCES/EQUIPMENT SHALL BE
 LISTED AND LABELED PER 2014 FBC-GAS CODE, SEC.301.3.
 12) THE GAS GENERATOR SHALL COMPLY WITH NFPA 37 AND
 COMPLY WITH UL 2200. 2010 FGC SEC.616.1.
 13) SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS THE
 LENGTH OF ALL CUT SECTIONS OF PIPE PER FBC-2014 FUEL
 GAS, SECS. 402.4.1, 402.4.2.
 14) SHOW TYPE OF PIPING MATERIAL BEING INSTALLED, ALL
 PIPE SIZES, AND THE EHD NUMBER OF CORRUGATED STAINLESS
 STEEL TUBING FOR EACH PIPE SIZE IF BEING USED. WPB
 AMENDMENTS TO FBC SEC. 107.2.1.
 15) SHOW THE BTU LOAD OF EACH APPLIANCE AND THE TOTAL
 BTU LOAD ON THE SYSTEM. REFER TO THE FBC-2014 FUEL GAS
 SECS. 401.8 THRU 402.6.1 AND TABLES 402.4(1) THRU
 402.4(37).
 16) SHOW THE DISTANCE FROM THE POINT OF DELIVERY,
 (METER), TO THE MOST REMOTE OUTLET IN THE BUILDING
 AND/OR SYSTEM PER THE FBC-2014 FUEL GAS APPENDIX A ?
 USE OF CAPACITY SECTION A.3.1(4) & 2014 FUEL GAS CODE
 SEC. 402.4.1.
 17) SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE
 FBC-2014 FUEL GAS CODE SEC. 304.
 18) INDICATE THE DELIVERY PRESSURE (PSI) PER FBC-2014
 FUEL GAS SEC. 402.2. IF NATURAL GAS SPECIFY .5 PSI OR 2
 PSI.
 19) SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE
 AND TERMINATION OF THE GAS VENTS PER FBC-2014 FUEL GAS
 CODE SEC. 502 THRU 505.
 20) SHT. P-4 - OVERFLOW SCUPPERS SHALL BE LOCATED NO
 LESS THAN 2 INCHES NOR MORE THAN 4 INCHES ABOVE THE
 FINISHED ROOF SURFACE PER 2014 FBC SEC. 1503.4.2.1.THE
 SCUPPER DETAIL SHOWS THE BOTTOM OF THE SCUPPER LEVEL
 WITH THE ROOF.
 21) INDICATE ON THE PLAN THAT THE ROOF DRAINAGE AREA
 INCLUDES 1/2 OF THE AREA OF ALL VERTICAL WALLS THAT
 DIVERT RAINWATER TO THE ROOF. 2014 FBC-P SEC.1106.4.
 22) CLEANOUTS ARE REQUIRED IN THE BASE OF THE RAINWATER
 LEADERS. FBC-P SEC. 1101.8.
 23) AN OIL SEPARATOR SHALL BE INSTALLED FOR THE
 ELEVATOR PIT IN ACCORDANCE WITH 20144 FPC SEC.1003.4.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
  
Review Stop Z ZONING
Rev No 5 Status P Date 2016-02-02 Cont ID  
Sent By dkittred Date 2016-02-03 Time 09:20 Rev Time 0.00
Received By dkittred Date 2016-02-02 Time 09:20 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status F Date 2016-01-21 Cont ID  
Sent By dkittred Date 2016-01-21 Time 12:14 Rev Time 0.00
Received By dkittred Date 2016-01-14 Time 13:35 Sent To  
Notes
2016-01-21 12:19:49PLANNING AND ZONING COMMENTS: ***FAILED***
  
 1/21/16
  
 [NOTE: REVISED PLANS CONTAIN ONLY THE BUILDING
 IMPROVMENTS AND COMMENTS BELOW ARE REFLECTIVE OF THE
 INFORMATION SUBMITTED. SEPARATE PERMIT(S) REQUIRED FOR
 PAVING/STRIPING, SITE LIGHTING, LANDSCAPING, ETC.]
  
 1. SITE PLAN ON THE COVERSHEET IS NOT UP TO DATE.
 PLEASE PROVIDE UP TO DATE SITE PLAN CONFIGURATION ON
 THE COVER SHEET
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
Review Stop Z ZONING
Rev No 3 Status F Date 2015-12-31 Cont ID  
Sent By dkittred Date 2015-12-31 Time 11:23 Rev Time 0.00
Received By dkittred Date 2015-12-30 Time 11:53 Sent To  
Notes
2015-12-31 11:19:09PLANNING AND ZONING COMMENTS:
  
 ALL PREVIOUS COMMENTS ADDRESSED WITH EXCEPTION OF THE
 FOLLOWING:
  
 1. [ORIGINAL COMMENT #19 - EASEMENT CONSENT FORM FROM
 UTILITY PROVIDERS WILL BE REQUIRED FOR WORK WITHIN THE
 PROPOSED 10 FOOT EASEMENT AREA.
 HTTP://WPB.ORG/DEVELOPMENT/WP-CONTENT/UP
 LOADS/SITES/33/2013/09/EASEMENT-CONSENT-FORM.PDF] -
 RESPONSE INDICATED THIS REQUIREMENT WAS 'TO BE PROVIDED
 BY APPLICANT'. THERE WERE NO FORMS PROVIDED. PLEASE
 SUBMIT FORMS AND I WILL UPDATE MY COMMENT TO PASSED.
  
 2. PLEASE ALSO NOTE THAT WHILE SHEET C OF 15 HAS A
 CORRECT SITE PLAN SHOWN FOR THE SITE, SHEET C OF 31 HAS
 THE OLD SITE PLAN DEPICTED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
  
Review Stop Z ZONING
Rev No 2 Status F Date 2015-10-30 Cont ID  
Sent By dkittred Date 2015-10-30 Time 10:10 Rev Time 0.00
Received By dkittred Date 2015-10-28 Time 09:22 Sent To  
Notes
2015-10-30 10:10:33PLANNING AND ZONING COMMENTS: ***FAILED***
  
 10/30/15
  
 [ORIGINAL COMMENT #1] - STILL WAITING FOR RECORDED
 DISCLAIMER FOR THE ABANDONMENT (NO ACTION REQUIRED BY
 THE APPLICANT, CITY IS PROCESSING). UTILITY EASEMENT
 DOCUMENT HAS BEEN RECORDED AND COPY ADDED TO THE FILE.
  
 [ORIGINAL COMMENT #13 - SHEET SE1 INCLUDE A NOTE "THIS
 SHEET PROVIDED FOR SITE LIGHTING ELECTRICAL CONNECTIONS
 ONLY, PHOTOMETRICS BY OTHERS". PLAN INCLUDES
 PHOTOMETRIC NUMBERS. EITHER ADJUST STATEMENT OR PROVIDE
 SEPARATE DOCUMENT PROVIDING PHOTOMETRICS FOR THE SITE.]
 - RESPONSE LETTER INDICTED THIS WOULD BE ADDRESSED IN
 THE BUILDING PLANS, HOWEVER, THERE WAS NO SHEET
 INCLUDED. IF SITE LIGHTING IS REQUIRED TO BE A SEPARATE
 PERMIT THIS ITEM CAN BE ADDRESSED WHEN SUBMITTING FOR
 THE SEPARATE SITE LIGHTING PERMIT, OTHERWISE, PLEASE
 ADDRESS.
  
 [ORIGINAL COMMENT #16 - SHEET S1 - INCLUDE ELEVATOR
 SHAFT ON ELEVATIONS AND DIMENSION HEIGHT FOR REVIEW.] -
 RESPONSE LETTER INDICATED THIS WOULD BE ADDRESSED IN
 THE BUILDING PLANS, HOWEVER, THERE WAS NO REVISION TO
 THE ELEVATION TO SHOW HEIGHT OF ELEVATOR SHAFT
 ADDITION. PLEASE REVISE.
  
 [ORIGINAL COMMENT #19 - EASEMENT CONSENT FORM FROM
 UTILITY PROVIDERS WILL BE REQUIRED FOR WORK WITHIN THE
 PROPOSED 10 FOOT EASEMENT AREA.
 HTTP://WPB.ORG/DEVELOPMENT/WP-CONTENT/UP
 LOADS/SITES/33/2013/09/EASEMENT-CONSENT-FORM.PDF] -
 RESPONSE INDICATED THIS REQUIREMENT WAS 'NOTED',
 HOWEVER, IN ORDER TO BE GRANTED A PERMIT FOR ANY WORK
 SHOWN WITHIN THE UTILITY EASEMENT, THESE FORMS NEED TO
 BE SUBMITTED.
  
 [NEW COMMENT #1] - PLAN NEEDS TO INDICATE COMPLIANCE
 WITH ZLDR SEC. 94-305(E) REGARDING VISIBILITY AT
 INTERSECTIONS WHICH WOULD BE APPLICABLE TO THE WEBSTER
 AVENUE AND BUNKER ROAD INTERSECTION CORNERS.
  
 [NEW COMMENT #2] - INCLUDE DETAIL FOR BICYCLE PARKING.
 INCLUDE RACK STYLE ('WAVE'-STYLE IS NOT PERMITTED) AND
 PAD MINIMUM PAD/PLACEMENT DIMENSIONS. PLEASE CONTACT ME
 FOR HANDOUT SHEETS ON THE MINIMUM REQUIREMENTS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2015-09-21 Cont ID  
Sent By dkittred Date 2015-09-21 Time 17:46 Rev Time 0.00
Received By dkittred Date 2015-09-17 Time 11:55 Sent To  
Notes
2015-09-21 17:45:00PLANNING AND ZONING COMMENTS: ***FAILED***
  
 9/21/15
  
 1. ALLEY ABANDONMENT ON PROPOSED SITE PLAN IS PENDING
 SUBMITTAL OF FINAL SIGNED EASEMENT DOCUMENT AND
 SUBSEQUENT RECORDING OF BOTH THE EASEMENT DOCUMENT AND
 DISCLAIMER OF INTEREST IN THE ALLEY. RECORDING OF THESE
 DOCUMENTS IS REQUIRED PRIOR TO ZONING APPROVAL OF THESE
 PLANS.
  
 2. NO GATES OR DOORS ARE PERMITTED TO OPEN OVER A
 PROPERTY LINE INTO A RIGHT-OF-WAY. THIS INCLUDES
 DUMPSTER GATE AND ADA ACCESS GATE IN THE WEST PARKING
 LOT. PLEASE REVISE PLAN.
  
 3. DUMPSTER LOCATION/ORIENTATION IS NOT RECOMMENDED AND
 ENGINEERING/SANITATION REVIEW IS REQUIRED FOR FINAL
 PLACEMENT. EXISTING CONFIGURATION WILL REQUIRE THE
 TRUCK TO BLOCK/OBSTRUCT BOTH LANES OF TRAFFIC ON BUNKER
 ROAD FOR PICK-UP. CONSIDER A DUMPSTER PICK-UP
 ORIENTATION INTERNAL TO THE PARKING LOT OR LOCATING THE
 DUMPSTER WITHIN THE PROPOSED SOUTHEAST PARKING SPACES
 ON THE NORTH SIDE OF THE BUILDING.
  
 4. SHEET C-2 - PROVIDE PARKING ANGLE FOR THE ANGLED
 PARKING SPACES.
  
 5. SHEET C-3 - CORRECT ADA SPACE STRIPING DETAIL TO
 SHOW DOUBLE LINES CONNECTED AT THE BOTTOM; 4? WHITE
 STRIP FOR AISLE HATCHING; AND ACCESSIBILITY SYMBOL TO
 BE PAINTED IN WHITE.
  
 6. PROVIDE A NOTATION ON THE PLAN INDICATING EXISTING
 NUMBER OF PARKING SPACES AND PROPOSED NUMBER OF PARKING
 SPACES.
  
 7. INCLUDE A CHART OF DATA INDICATING PERCENT OF OPEN
 SPACE (INCLUDES ANY AREA WITHOUT A VERTICAL STRUCTURE),
 LANDSCAPE AREA, IMPERVIOUS SURFACE, AND BUILDING
 COVERAGE.
  
 8. PROVIDE BICYCLE PARKING AT A RATE OF 1 BICYCLE
 PARKING SPACE PER 20 VEHICLE PARKING SPACES.
  
 9. AS PART OF THE ALLEY ABANDONMENT, A 10' UTILITY
 EASEMENT IS BEING RESERVED ALONG THE SOUTH SIDE OF THE
 PROPERTY. PLEASE REVISE PLAN TO SHOW LOCATION OF THE
 UTILITY EASEMENT.
  
 10. 1 FOOT RESERVED STRIP ALONG THE SOUTH SIDE OF THE
 EASTERN PROPERTY IS NOT INCLUDED WITHIN THE SUBJECT
 PROPERTY. PLEASE MODIFY DRAWINGS TO DEPICT THIS AREA
 OUTSIDE OF THE SITE.
  
 11. PROPOSED CHAIN LINK FENCE ALONG THE SOUTH SIDE OF
 THE PROPERTY IS SHOWN BEYOND THE PROPERTY LINE. PLEASE
 LOCATED FENCE ON OR WITHIN THE PROPERTY LINE.
  
 12.INDICATE IF LIGHT POLES ON THE PROJECT SITE ARE NEW
 OR EXISTING. PROVIDE SETBACK FOR FREESTANDING LIGHT
 POLES. NEW LIGHT POLES MUST BE A MINIMUM OF 5 FEET FROM
 THE PROPERTY LINE (GC ZONING DISTRICT).
  
 13. SHEET SE1 INCLUDE A NOTE "THIS SHEET PROVIDED FOR
 SITE LIGHTING ELECTRICAL CONNECTIONS ONLY, PHOTOMETRICS
 BY OTHERS". PLAN INCLUDES PHOTOMETRIC NUMBERS. EITHER
 ADJUST STATEMENT OR PROVIDE SEPARATE DOCUMENT PROVIDING
 PHOTOMETRICS FOR THE SITE.
  
 14. SCREENING REQUIRED AROUND MECHANICAL EQUIPMENT
 (I.E. PROPOSED GENERATOR, AC UNITS) LOCATED ON THE EAST
 SIDE OF THE BUILDING. PLEASE INDICATE ON PLAN HOW THIS
 AREA WILL BE SCREENED IN ACCORDANCE WITH ZLDR SEC.
 94-444(B).
  
 15. INCLUDE SETBACK OF NEW CONCRETE PAD ON THE EAST
 SIDE OF THE BUILDING AND SETBACK OF NEW PAVER AREAS ON
 THE SOUTH SIDE OF THE BUILDING.
  
 16. SHEET S1 - INCLUDE ELEVATOR SHAFT ON ELEVATIONS AND
 DIMENSION HEIGHT FOR REVIEW.
  
 17. SHEET C-1 - REMOVE OR MODIFY THE NOTATION "PORTION
 OF EXISTING BUILDING TO BE REMOVED AND RECONSTRUCTED
 ONE FOOT SOUTH OF THE PROPERTY LINE". THE PORTION OF
 THE BUILDING EXTENDING INTO THE ALLEY BEING ABANDONED
 HAS BEEN REMOVED AND ZONING CODE WOULD NOT PERMIT FOR
 RECONSTRUCTION OF THIS PORTION OF THE BUILDING BACK
 WITH A ONE FOOT SETBACK.
  
 18. THE VALUE OF THE CONSTRUCTION ($1.1 MILLION)
 EXCEEDS 50% OF THE STRUCTURE'S VALUE ($447,449)
 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. PRIOR TO ZONING APPROVAL A SEPARATE PERMIT IS TO
 BE SUBMITTED FOR LANDSCAPING AND IRRIGATION. A TREE
 ALTERATION PERMIT IS REQUIRED THROUGH THE PLANNING
 DIVISION FOR REMOVAL OR RELOCATION OF ANY TREES. HTTP:/
 /WPB.ORG/PLANNING/WP-CONTENT/UPLOADS/SITES/37/2013/04/T
 REE-ALTERATION-PERMIT-APPLICATION-REVISED-05.21.2015.PD
 F
  
 19. EASEMENT CONSENT FORM FROM UTILITY PROVIDERS WILL
 BE REQUIRED FOR WORK WITHIN THE PROPOSED 10 FOOT
 EASEMENT AREA. HTTP://WPB.ORG/DEVELOPMENT/WP-CONTENT/UP
 LOADS/SITES/33/2013/09/EASEMENT-CONSENT-FORM.PDF
  
 20. A CURBCUT ON THE NORTHEAST CORNER OF PROPERTY IS
 BEING CLOSED OFF, BUT CURBCUT IS BEING LEFT IN THE
 RIGHT-OF-WAY. REVISE PLANS TO RESTORE AREA TO SIDEWALK,
 GRASS STRIP, AND CURB.
  
 21. SHEET C-4 - SECTION E-E DEPICTS ROLL GATES/FENCING
 LOCATED OUTSIDE OF THE PROPERTY LINE. PLEASE REVISE TO
 SHOW GATES/FENCING LOCATED ON THE SUBJECT PROPERTY.
  
  
 RECOMMENDATIONS FOR CONSIDERATION:
  
 A. INSTALL FENCING ON THE INSIDE OF THE LANDSCAPE
 BUFFER ALONG STREET FRONTAGES.
  
 B. SCREENING ON FENCING ALONG RIGHT-OF-WAYS IS NOT
 RECOMMENDED ESPECIALLY ON THE FENCING AROUND THE MAIN
 BUILDING.
  
 C. IF UTILIZING CHAIN LINK FENCING CONSIDER BLACK
 COATED VINYL. PLEASE CORRESPOND APPROPRIATE TYPE
 FENCING ADJACENT TO RESIDENTIAL USES IN ACCORDANCE WITH
 ZLDR SEC. 94-443 SCREENING AND BUFFERING REQUIREMENTS
 THAT WILL BE REVIEWED AS PART OF THE LANDSCAPE PERMIT.
  
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
2015-09-04 16:15:179/4/15 - RETURNED PLANS OT C25, WILL PICK UP NEXT WEEK
 TO COMPLETE REVIEW. DK
2015-08-31 11:07:348/31/15


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