Plan Review Details - Permit 18021224
Plan Review Stops For Permit 18021224
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-06-04 Cont ID  
Sent By shill Date 2018-06-04 Time 15:29 Rev Time 0.00
Received By shill Date 2018-06-04 Time 15:29 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2018-05-31 Cont ID  
Sent By shill Date 2018-05-31 Time 10:32 Rev Time 0.00
Received By shill Date 2018-05-29 Time 18:44 Sent To  
Notes
2018-05-31 10:33:58THIS PARCEL IS LOCATED IN EXPOSURE C, REVISE A2.3 (AND
 REVISE PRESSURES ACCORDINGLY).
  
 THE RAMP HANDRAIL EXTENSIONS OBSTRUCT THE TURNING
 RADIUS AT THE LANDING. IT APPEARS THAT THE HANDRAIL
 SHOULD FOLLOW THE WALL, OR THE RAMP SHOULD BE EXTENDED
 SO THE TOP OF THE HANDRAIL IS NOT IN THE LANDING.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-03-27 Cont ID  
Sent By cthroop Date 2018-03-27 Time 14:15 Rev Time 0.00
Received By jwitmer Date 2018-03-26 Time 16:10 Sent To  
Notes
2018-03-27 14:15:012017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 18021224
 ADD: 425 KANUGA RD.
 CONT: PERK CONSTRUCTION
 TEL: 561-401-5984
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. MARCH 27/2018
 ACTION: DENIED
  
 1) SHEET 006-LS2.1:
 1A) UNDER THE CODE ANALYSIS THE PLANS INDICATE THIS IS
 A LEVEL 3 ALTERATION. PLEASE NOTE THIS BUILDING IS A
 MIXED USE OCCUPANCY AS STATED IN THE PLANS AND WILL
 ALSO NEED TO SHOW COMPLIANCE WITH THE 2017 EXISTING
 BUILDING CODE SECTION 1001.2.2.1 PARTIAL CHANGE OF
 OCCUPANCY. WHERE THE OCCUPANCY CLASSIFICATION OR GROUP
 OF A PORTION OF AN EXISTING BUILDING IS CHANGED,
 SECTION 1012 SHALL APPLY.
  
 1B) 2017 EXIST. BLDG. CODE 1012.4 MEANS OF EGRESS,
 GENERAL. HAZARD CATEGORIES IN REGARD TO LIFE SAFETY AND
 MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH TABLE
 1012.4.
  
 1012.4.1 MEANS OF EGRESS FOR CHANGE TO HIGHER HAZARD
 CATEGORY. WHEN A CHANGE OF OCCUPANCY CLASSIFICATION IS
 MADE TO A HIGHER HAZARD CATEGORY (LOWER NUMBER) AS
 SHOWN IN TABLE 1012.4, THE MEANS OF EGRESS SHALL COMPLY
 WITH THE REQUIREMENTS OF CHAPTER 10 OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 FOR THE A-2 OCCUPANCY THE OCCUPANT LOAD IS OVER 50
 WHICH REQUIRE (2) MEANS OF EGRESS. EVEN THOUGH THIS IS
 A MIXED OCCUPANCY NON-SEPARATED YOU CANNOT TAKE THE A2
 OCCUPANTS INTO THE HIGHER HAZARD F2 OCCUPANCY. PLEASE
 REVIEW 2017 FBC-B SECTION 1016.2 EGRESS THROUGH
 INTERVENING SPACES.
 EXCEPTION: MEANS OF EGRESS ARE NOT PROHIBITED THROUGH
 ADJOINING OR INTERVENING ROOMS OR SPACES IN GROUP H, S
 OR F OCCUPANCY WHERE THE ADJOINING OR INTERVENING ROOMS
 OR SPACES ARE THE SAME OR A LESSER HAZARD OCCUPANCY
 GROUP.
 PLEASE PROVIDE THE 2ND MEANS OF EGRESS FOR THE A-2
 OCCUPANCY WITHOUT GOING THROUGH THE F-2 OCCUPANCY.
  
 1C) THE LS2.1 SHEET UNDER THE HEADING MINIMUM NUMBER OF
 EXITS ALSO INDICATES 50% OF THE EXITS ARE ACCESSIBLE.
 2017 EXISTING BUILDING CODE SECTION 1012.1.4
 ACCESSIBILITY. ALL BUILDINGS UNDERGOING A CHANGE OF
 OCCUPANCY CLASSIFICATION SHALL COMPLY WITH SECTION
 1012.8. 1012.8 ACCESSIBILITY. EXISTING BUILDINGS THAT
 UNDERGO A CHANGE OF GROUP OR OCCUPANCY CLASSIFICATION
 SHALL COMPLY WITH THE PROVISIONS OF THE FLORIDA
 BUILDING CODE, ACCESSIBILITY.
 2017 FBC-ACCESSIBILITY CODE. 206.4.1 PUBLIC ENTRANCES.
 (DOORWAYS). IN ADDITION TO ENTRANCES REQUIRED BY
 206.4.2 THROUGH 206.4.9, AT LEAST 60 PERCENT (2 X 0.60
 = 1.2 OR 2) OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH
 404. BARRIERS AT COMMON OR EMERGENCY ENTRANCES AND
 EXITS OF BUSINESS ESTABLISHMENTS CONDUCTING BUSINESS
 WITH THE GENERAL PUBLIC THAT ARE EXISTING, UNDER
 CONSTRUCTION, OR UNDER CONTRACT FOR CONSTRUCTION WHICH
 WOULD PREVENT A PERSON FROM USING SUCH ENTRANCES OR
 EXITS SHALL BE REMOVED. PLEASE SHOW WHERE THE 2ND
 ACCESSIBLE MEANS OF EGRESS WILL BE LOCATED AND NOT IN
 THE F-2 OCCUPANCY.
  
 1D) THE LS2.1 SHEET UNDER THE CODE ANALYSIS/ TOTAL
 NUMBER OF OCCUPANTS NEEDS TO CORRECT THE A-2 OCCUPANT
 LOAD. 1,578 SQ. FT. / 15 = 105.2 OR 106 OCCUPANT LOAD,
 YOU ALWAYS ROUND UP ON OCCUPANTS TO THE NEXT WHOLE
 NUMBER. FBC-B TABLE 1004.1.2.
  
 1E) SHEET LS2.1 UNDER THE HEADING FIRE RESISTANCE
 RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON
 SEPARATION DISTANCE (TABLE 602). PLEASE PROVIDE A
 SURVEY SHOWING THE DISTANCE FROM BOTH THE REAR WALL AND
 WALL CLOSEST TO THE RAILROAD TRACKS.
 2017 EXISTING BUILDING CODE 1012.6 EXTERIOR WALL
 FIRE-RESISTANCE RATINGS. HAZARD CATEGORIES IN REGARD TO
 FIRE-RESISTANCE RATINGS OF EXTERIOR WALLS SHALL BE IN
 ACCORDANCE WITH TABLE 1012.6.
 1012.6.1 EXTERIOR WALL RATING FOR CHANGE OF OCCUPANCY
 CLASSIFICATION TO A HIGHER HAZARD CATEGORY.
 WHEN A CHANGE OF OCCUPANCY CLASSIFICATION IS MADE TO A
 HIGHER HAZARD CATEGORY AS SHOWN IN TABLE 1012.6,
 EXTERIOR WALLS SHALL HAVE FIRE RESISTANCE AND EXTERIOR
 OPENING PROTECTIVES AS REQUIRED BY THE FLORIDA BUILDING
 CODE, BUILDING.
  
 1F) SHEET LS2.1 SHOW COMPLIANCE WITH: 2017 EXISTING
 BUILDING CODE SECTION 1012.6.3 OPENING PROTECTIVES.
 OPENINGS IN EXTERIOR WALLS SHALL BE PROTECTED AS
 REQUIRED BY THE FLORIDA BUILDING CODE, BUILDING. WHERE
 OPENINGS IN THE EXTERIOR WALLS ARE REQUIRED TO BE
 PROTECTED BECAUSE OF THEIR DISTANCE FROM THE LOT LINE,
 THE SUM OF THE AREA OF SUCH OPENINGS SHALL NOT EXCEED
 50 PERCENT OF THE TOTAL AREA OF THE WALL IN EACH STORY.
 2017 FBC-B TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL
 OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE
 OF OPENING PROTECTION.
  
 1G) THE LS2.1 SHEET SHOWS THE PROPOSED EXITS, BUT DOES
 NOT PROVIDE COMPLIANCE WITH 2017 FBC-B SECTION 1028.5
 ACCESS TO A PUBLIC WAY. THE EXIT DISCHARGE SHALL
 PROVIDE A DIRECT AND UNOBSTRUCTED ACCESS TO A PUBLIC
 WAY.
  
 1H) THE LS2.1 SHEET INDICATES THE USE OF A LIFT. PLEASE
 PROVIDE THE ASME STANDARD THIS LIFT IS TO BE DESIGNED
 TOO? PLEASE ALSO PROVIDE THE MANUFACTURES SPEC ON THIS
 LIFT.
 2017 ACCESSIBILITY CODE SECTIONS:
 408.1 LIMITED-USE/LIMITED-APPLICATION ELEVATORS SHALL
 COMPLY WITH 408 AND WITH ASME A17.1 (INCORPORATED BY
 REFERENCE, SEE ?REFERENCED STANDARDS? IN CHAPTER 1).
 THEY SHALL BE PASSENGER ELEVATORS AS CLASSIFIED BY ASME
 A17.1. ELEVATOR OPERATION SHALL BE AUTOMATIC.
 410.1. PLATFORM LIFTS SHALL COMPLY WITH ASME A18.1
 (1999 EDITION OR 2003 EDITION) (INCORPORATED BY
 REFERENCE, SEE ?REFERENCED STANDARDS? IN CHAPTER 1).
 PLATFORM LIFTS SHALL NOT BE ATTENDANT-OPERATED AND
 SHALL PROVIDE UNASSISTED ENTRY AND EXIT FROM THE LIFT.
  
 1I) THE LS2.1 SHEET WILL NEED TO HAVE MORE EXIT
 DIRECTIONAL LIGHT TO COMPLY WITH THE 2017 FBC-B 1013.1.
 WHERE REQUIRED. THE PATH OF EGRESS TRAVEL TO EXITS AND
 WITHIN EXITS SHALL BE MARKED BY READILY VISIBLE EXIT
 SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS
 TRAVEL IN CASES WHERE THE EXIT OR THE PATH OF EGRESS
 TRAVEL IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS.
 INTERVENING MEANS OF EGRESS DOORS WITHIN EXITS SHALL BE
 MARKED BY EXIT SIGNS. EXIT SIGN PLACEMENT SHALL BE SUCH
 THAT NO POINT IN AN EXIT ACCESS CORRIDOR OR EXIT
 PASSAGEWAY IS MORE THAN 100 FEET (30 480 MM) OR THE
 LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS
 LESS, FROM THE NEAREST VISIBLE EXIT SIGN.
  
 2) THE LIFE SAFETY SHEET LS2.1 DOES NOT SHOW COMPLIANCE
 WITH THE 2014 FBC-ACCESSIBILITY CODE;
 2A) 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.
  
 2B) 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.
  
 2C) 206.2.5 206.2.5 RESTAURANTS AND CAFETERIAS. IN
 RESTAURANTS AND CAFETERIAS, AN ACCESSIBLE ROUTE SHALL
 BE PROVIDED TO ALL DINING AREAS, AND BARS INCLUDING
 RAISED OR SUNKEN DINING AREAS, AND OUTDOOR DINING
 AREAS.
  
 2D) 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.
  
 2D)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 2D)(2) 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.
  
 3) SHEET 003-A2.
 3A) IN THE BOTTOM RIGHT OF THE SHEET THERE IS A NEW
 STAIRS. SHEET 004 A2.2 DETAIL 4 IS OF THE STAIRS AND
 GUARD/HAND RAIL SYSTEMS. THE PLANS ARE SILENT AS TO THE
 TYPE OF FRAMING THAT IS ANCHORED TO THE FLOOR AND THE
 TYPE OF ANCHORS, SIZE AND QUANTITY OF ANCHORS FOR THE
 FLOOR FRAMING AND WALL FRAMING THE STAIRS ARE ANCHORED
 TOO? 107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED.
  
 3B) IN THE BOTTOM RIGHT OF THE SHEET THERE IS A NEW
 STAIRS. SHEET 004 A2.2 DETAIL 4 IS OF THE STAIRS AND
 GUARD/HAND RAIL SYSTEMS. THE PLANS ARE SILENT AS TO THE
 TYPE OF MATERIAL THE GUARDRAIL AND HANDRAIL SYSTEMS ARE
 MADE. THE PLANS DO NOT INDICATE HOW THEY ARE ANCHORED
 TO THE FLOOR?
  
 3B)(1)1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND
 GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50
 POUNDS PER LINEAR FOOT (PLF) IN ACCORDANCE WITH SECTION
 4.5.1 OF ASCE 7.
  
 3B)(2) 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND
 GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD
 OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE
 7.
  
 3B)(3) 1607.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE
 RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND
 PANEL FILLERS SHALL BE DESIGNED TO RESIST A
 CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 4) SHEET 033A2.1 INDICATES THE USE OF OVERHEAD DOORS
 WITH GLASS PANELS IDENTIFIED AS DOOR # 2. PLEASE SHOW
 COMPLIANCE WITH 2017 FBC-B 2405.2 ALLOWABLE GLAZING
 MATERIALS AND LIMITATIONS. SLOPED GLAZING SHALL BE ANY
 OF THE FOLLOWING MATERIALS, SUBJECT TO THE LISTED
 LIMITATIONS.
 4.1.FOR MONOLITHIC GLAZING SYSTEMS, THE GLAZING
 MATERIAL OF THE SINGLE LIGHT OR LAYER SHALL BE
 LAMINATED GLASS WITH A MINIMUM 30-MIL (0.76 MM)
 POLYVINYL BUTYRAL (OR EQUIVALENT) INTERLAYER, WIRED
 GLASS, LIGHT-TRANSMITTING PLASTIC MATERIALS MEETING THE
 REQUIREMENTS OF SECTION 2607, HEAT-STRENGTHENED GLASS
 OR FULLY TEMPERED GLASS.
  
  
 4.2. FOR MULTIPLE-LAYER GLAZING SYSTEMS, EACH LIGHT OR
 LAYER SHALL CONSIST OF ANY OF THE GLAZING MATERIALS
 SPECIFIED IN ITEM 1 ABOVE.
 ANNEALED GLASS IS PERMITTED TO BE USED AS SPECIFIED IN
 EXCEPTIONS 2 AND 3 OF SECTION 2405.3.
 FOR ADDITIONAL REQUIREMENTS FOR PLASTIC SKYLIGHTS, SEE
 SECTION 2610. GLASS-BLOCK CONSTRUCTION SHALL CONFORM TO
 THE REQUIREMENTS OF SECTION 2110.1.
  
 THE SUBMITTED PRODUCT APPROVAL FL 16549-R9 IS FOR A
 CLOPAY OVERHEAD GARAGE DOOR.
 SHEET 2 OF 7 IDENTIFY WHICH MODEL, NUMBER AND NAME OF
 DOOR TO BE INSTALLED.
 SHEET 3 OF 7. PLEASE IDENTIFY THE BRAND AND IF THE DOOR
 IS MODERN STEEL OR COMMERCIAL DOORS, IDENTIFY THE SIZE
 OF PANEL FOR THE IMPACT RESISTANT GLAZING. ALSO
 IDENTIFY BOTTOM CENTER GLAZING PATTERN TO BE INSTALLED.
 SHEET 2 OF 5 DWG. B. IMPACT RESISTANT CONSTRUCTION
 PLEASE IDENTIFY THE TYPE OF GLAZING TO BE INSTALLED TO
 MEET THE WIND LOAD TESTING AND SAFETY GLAZING
 REQUIREMENTS OF FBC-B 2405.2 AND OR 2606.
  
 5) SHEET 005A2.3 EXTERIOR ELEVATIONS;
 5A) THE ENGINEERING CRITERIA LIST THE WIND EXPOSURE AS
 AN EXPOSURE B. THE VULT AND VASD WIND SPEEDS ARE BOTH
 EXPRESSED, BUT THE PRESSURES GIVEN DO NOT STATE IF THEY
 ARE IN VULT OR VASD? 107.2.1.3 ADDITIONAL INFORMATION
 IS REQUIRED.
  
 5B) THE SOUTH ELEVATION SHOWS THE NEW STOREFRONT ENTRY
 WITH TRANSOM, SIDE LIGHTS, BOTH VERTICAL AND HORIZONTAL
 MULLIONS AND STOREFRONT DOORS. PLEASE PROVIDE
 DOCUMENTATION OF CODE COMPLIANCE WITH:
  
 2017 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
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
  
 5C) IDENTIFY GLAZING/ MULLIONS. 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 SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 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.
  
 5D) THRESHOLDS ACCESS. CODE 404.2.5. THRESHOLDS, IF
 PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 MM) HIGH
 MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT
 DOORWAYS SHALL COMPLY WITH 302 AND 303.
  
 5E) MULTICERAMICS EZ ROOF SYSTEM IS A
 CONTINUOUS-FILAMENT, SINGLE-PLY, FLUID APPLIED ROOFING
 SYSTEM. PLEASE PROVIDE COMPLIANCE WITH 2017 FBC-B
 1507.15 LIQUID-APPLIED ROOFING. THE INSTALLATION OF
 LIQUID-APPLIED ROOFING SHALL COMPLY WITH THE PROVISIONS
 OF THIS SECTION.
  
 5E)(1)1507.15.1 SLOPE. LIQUID-APPLIED ROOFING SHALL
 HAVE A DESIGN SLOPE OF NOT LESS THAN ONE-FOURTH UNIT
 VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT SLOPE).
  
 5E)(2) 1507.15.2 MATERIAL STANDARDS. LIQUID-APPLIED
 ROOFING SHALL COMPLY WITH ASTM C836, ASTM C957, ASTM
 D1227 OR ASTM D3468, ASTM D6083, ASTM D6694 OR ASTM
 D6947.
  
 5F) 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..
  
 6) BOTH THE LIFE SAFETY SHEET AND 003A2.1 SHOW THE
 BREWHOUSE ON THE THICKENED SLAB, BUT NO OTHER
 INFORMATION IS GIVEN TO THE PLATFORM, LANDING GUARDRAIL
 NOR HANDRAIL.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 7. OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 CONSTRUCTION / STRUCTURAL REQUIREMENTS FOR :
 PLATFORMS SHOW COMPLIANCE WITH FBC-B 410.4.
 STAIRS FBC-B 1011.7 STAIRWAY CONSTRUCTION / LIVE LOADS
 TABLE 1607.1.
 GUARDRAILS / HANDRAILS
 1607.8.1HANDRAILS AND GUARDS.
 1607.8.1.1 CONCENTRATED LOAD.
 1607.8.1.2 INTERMEDIATE RAILS.
  
 7) 004A2.2 DETAILS 2 & 3 HAVE PROVIDED THE HORIZONTAL
 DISTANCES APART BUT THE DETAILS DO NOT PROVIDE THE
 REQUIRED HEIGHT FOR THE ACCESSIBLE ELEMENTS;
 WATER CLOSET
 GRAB BARS
 SINK
 URINAL
 MIRROR
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED TO
 DETERMINE CODE COMPLIANCE.
  
 8) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. 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.
  
 9) 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 OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING 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 2 Status P Date 2018-05-10 Cont ID  
Sent By jleahy Date 2018-05-10 Time 16:58 Rev Time 0.00
Received By jleahy Date 2018-05-10 Time 16:58 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2018-04-09 Cont ID  
Sent By jleahy Date 2018-04-09 Time 11:10 Rev Time 0.00
Received By jleahy Date 2018-04-09 Time 11:10 Sent To  
Notes
2018-04-09 11:19:08FLORIDA BUILDING CODE 2017 6TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED
 NFPA 70 2014 EDITION
  
 JAKE LEAHY
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 RISER DIAGRAM AND FLOOR PLAN SHOW SERVICE IN AN OTHER
 SPACE. IS THIS SPACE PART OF THIS OCCUPANCY?
  
 IF NOT SERVICE CANNOT BE IN AN OTHER SPACE MUST BE
 ACCESSIBLE TO ALL TENNANTS.
 230.72 (C) ACCESS TO OCCUPANTS. IN A MULTIPLE-OCCUPANCY
 BUILDING,
 EACH OCCUPANT SHALL HAVE ACCESS TO THE OCCUPANT?S
 SERVICE DISCONNECTING
 MEANS.
  
 110.24 FAULT CURRNET CALCULATION REQUIRED FOR THE
 SERVICE AND PANELS.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2018-05-21 Cont ID  
Sent By scaldero Date 2018-05-21 Time 10:48 Rev Time 0.00
Received By scaldero Date 2018-05-21 Time 10:31 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2018-03-27 Cont ID  
Sent By scaldero Date 2018-03-27 Time 15:14 Rev Time 0.00
Received By scaldero Date 2018-03-27 Time 13:47 Sent To  
Notes
2018-03-27 15:14:53PERMIT # 18021224
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 FAILED COMMENTS:
  
 1) UPDATE THE CODE LIST TO REFERENCE THE 6TH EDITION OF
 THE FLORIDA FIRE PREVENTION CODE WHICH CONTAINS THE
 2015 EDITION OF BOTH NFPA 1 AND NFPA 101 WITH FLORIDA
 AMENDMENTS.
  
 2) PROVIDE DRAWING NOTE INDICATING, ?FIRE PROTECTION
 SYSTEMS SHALL REMAIN ACTIVE DURING DEMOLITION AND
 RENOVATION ACTIVITIES. IN THE EVENT A FIRE PROTECTION
 SYSTEM IS OUT OF SERVICE FOR MORE THAN 4-HOURS IN A
 24-HOUR PERIOD, THE BUILDING SHALL BE PLACED UNDER A
 FIRE WATCH. ALL FIRE WATCH REQUESTS MUST BE SUBMITTED
 BY EMAIL ([email protected]) OR IN WRITING (FAX:
 561-804-4774) AND APPROVED BY THE OFFICE OF THE FIRE
 MARSHAL LOCATED AT 500 NORTH DIXIE HIGHWAY.?
  
 3) SEPARATE PLANS AND PERMITS ARE REQUIRED FOR THE
 INSTALLATION OR MODIFICATION OF THE FIRE SPRINKLER
 SYSTEM AND/OR FIRE ALARM SYSTEM.
  
 4) EVERY ASSEMBLY OCCUPANCY ROOM NOT HAVING FIXED SEATS
 SHALL HAVE THE OCCUPANT LOAD OF THE ROOM POSTED IN A
 CONSPICUOUS PLACE NEAR THE MAIN EXIT FROM THE ROOM.
 SIGNS SHALL BE DURABLE AND INDICATE THE NUMBER OF
 OCCUPANTS PERMITTED FOR EACH ROOM.
  
 5) 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.
  
 6) TWO MEANS OF EGRESS IS REQUIRED, HOWEVER ASSEMBLY
 MAY NOT EGRESS THROUGH A HIGHER HAZARD AREA
 (F-2/INDUSTRIAL). PLEASE REVIEW AND PROVIDE A 2ND MEANS
 OF EGRESS FOR THE ASSEMBLY OCCUPANCY OF THE BUILDING.
  
 7) ADDITIONAL EXIT AND EXIT DIRECTIONAL SIGNAGE MAY BE
 REQUIRED. THIS WILL BE VERIFIED IN THE FIELD.
  
 8) PLEASE PROVIDE THE MANUFACTURER'S SPECIFICATION
 SHEETS FOR ALL OF THE EQUIPMENT THAT WILL BE HOUSED AND
 UTILIZED IN THE F-2 OCCUPANCY OF THIS LOCATION TO
 BETTER DETERMINE CLASSIFICATION OF HAZARD OF CONTENTS.
 PLEASE LABEL LOCATION OF EACH TYPE OF EQUIPMENT ON THE
 LIFE SAFETY SHEET OR A SEPARATE EQUIPMENT LAYOUT SHEET.
  
 9) PLEASE INCLUDE A NARRATIVE EXPLAINING THE BREWING
 PROCESS AND ORDER OF OPERATIONS.
  
 ADDITIONAL COMMENTS MAY BE PROVIDED AFTER RECEIPT AND
 REVIEW OF RESUBMISSION.
  
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 804-4751
  
Review Stop G GAS REVIEW
Rev No 1 Status P Date 2018-06-04 Cont ID  
Sent By gjohnson Date 2018-06-04 Time 15:22 Rev Time 0.00
Received By gjohnson Date 2018-06-04 Time 15:22 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-06-04 Cont ID  
Sent By shill Date 2018-06-04 Time 16:30 Rev Time 0.00
Received By shill Date 2018-06-04 Time 13:22 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-06-01 Cont ID  
Sent By MC Date 2018-06-01 Time 17:18 Rev Time 0.00
Received By shill Date 2018-05-02 Time 13:38 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-05-01 Cont ID  
Sent By lmarchan Date 2018-05-01 Time 08:13 Rev Time 0.00
Received By lmarchan Date 2018-03-09 Time 13:19 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2018-06-04 Cont ID  
Sent By shill Date 2018-06-04 Time 16:30 Rev Time 0.00
Received By shill Date 2018-06-04 Time 16:30 Sent To  
Notes
2018-06-04 16:39:51MUE 2018-011465-0000
 $17,347.11
 RECEIPT NO 2018-0605-151
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2018-03-27 Cont ID  
Sent By jwitmer Date 2018-03-27 Time 14:15 Rev Time 0.00
Received By jwitmer Date 2018-03-27 Time 14:15 Sent To  
Notes
2018-03-27 14:15:37BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. 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
 BUILDING 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 3 Status P Date 2018-06-04 Cont ID  
Sent By ccole Date 2018-06-04 Time 16:14 Rev Time 0.00
Received By ccole Date 2018-06-04 Time 16:14 Sent To  
Notes
2018-06-04 16:16:03MECHANICAL PROVISO:
 6/4/18
  
 1) THE BREWHOUSE, THE CHILLER, AND ALL OTHER TANKS AND
 EQUIPMENT ASSOCIATED WITH THE BREWING PROCESS SHALL BE
 DEFFERRED SUBMITTALS, ALONG WITH ANY REQUIRED REVISIONS
 TO THE APPROVED PLANS. ALL PRODUCT DATA SHEETS
 SUBMITTED SHALL BEAR THE APPROVAL STAMP OF THE DESIGN
 PROFESSIONAL OF RECORD.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
  
  
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2018-05-23 Cont ID  
Sent By ccole Date 2018-05-23 Time 16:58 Rev Time 0.00
Received By ccole Date 2018-05-23 Time 12:22 Sent To  
Notes
2018-05-23 17:17:212ND REVIEW FBC-2017 MECHANICAL, EXISTING BUILDING,
 ENERGY CONSERVATION CODES
 PERMIT #18021224
 5/23/2018
  
 PLAN REVIEW RESULTS: DENIED.
  
 THIS FOLLOW-UP (2ND) ) REVIEW IS BASED ON THE
 RESUBMITTED PLANS, DOCUMENTS, AND RESPONSE NARRATIVE BY
 THE ENGINEER OF RECORD.
 ALL PREVIOUS REVIEW COMMENTS NOT COMPLETELY RESOLVED
 ARE LISTED BELOW IN THEIR ORIGINAL NUMERICAL ORDER.
  
 4) THE SUBMITTED SPECS FOR THE CHILLER ARE FOR A
 SMALLER MODEL THEN THE ONE LISTED ON SHEET M-1. PLEASE
 SUBMIT THE CORRECT SPECIFICATION SHEETS.
  
 5) M-2: THE SPLIT SYSTEM SCHEDULE SHOWS AN INSUFFICIENT
 AMOUNT OF OUTSIDE AIR BEING SUPPLED TO THE BAR AND
 TASTING ROOM AREAS- 630 CFMS SUPPLIED BUT 1035 CFMS
 REQUIRED PER THE OUTSIDE AIR CALCULATION.
  
 8) THE ARCHITECT IS STATING IN HS RESPONSE NARRATIVE
 THAT THE BREWHOUSE AND ALL OTHER BREWEY TANKS AND
 EQUIPMENT ARE TO BE DEFFERRED SUBMITTALS, HOWEVER CUT
 SHEETS AND HAVE BEEN SUBMITTED FOR THE TANKS AND
 INFORMATION HAS ALSO BEEN PLACED ON SHEET M-1. AS
 PREVIOUSLY NOTED, PLEASE REFER TO SECTION1003.1 FBC-17
 MECHANICAL: IF THE TANKS ARE DETERMINED TO BE
 CLASSIFIED AS
  
 PRESSURE VESSELS, THEY SHALL BE CONSTRUCTED AND
 CERTIFIED IN ACCORDANCE WITH ASME BOILER AND PRESSURE
 VESSEL CODE. NEITHER THE PLANS OR CUT SHEETS ARE
 VERIFYING COMPLIANCE.
  
 11) AS PREVIOUSLY REQUESTED PROVIDE A FLORIDA PRODUCT
 APPROVAL OR MIAMI-DADE NOA FOR THE O/A LOUVERS- RULE
 9N-3 FAC. PLEASE NOTE THAT THE NOA #16-0201.03 SHOWN ON
 THE PLAN FOR THE LOUVERS HAS EXPIRED.
  
  
 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 2018-04-10 Cont ID  
Sent By ccole Date 2018-04-10 Time 15:51 Rev Time 0.00
Received By ccole Date 2018-04-10 Time 14:23 Sent To  
Notes
2018-04-10 16:13:211ST REVIEW FBC-2017 MECHANICAL, EXISTING BUILDING,
 ENERGY CONSERVATION CODES
 PERMIT #18021224
 4/10/2018
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PROVIDE AC COOLING AND HEATING CALCULATIONS FOR THE
 NEW AND RELOCATED AC SYSTEMS- SECTION C403.2.1 FBC-17
 ENERGY CONSERVATION. PLEASE NOTE THAT BECAUSE THIS IS A
 CHANGE OF OCCUPANCY WITH NEW HEAT PRODUCING BREWERY
 EQUIPMENT, IT IS NECESSARY TO PROVIDE NEW HEAT LOAD
 CALCS TO VERIFY SYSTEM SIZING.
  
 2) M-1: PROVIDE AN UP-TO-DATE SURVEY THAT INDICATES THE
 PROPERTY LINE OR RIGHT OF WAY ON THE WEST SIDE OF THE
 BUILDING THE M-1 PLAN SHOWS THE AC CONDENSERS, THE
 CHILLER, AND THE O/A INTAKES ON THAT SIDE OF THE
 BUILDING. PLEASE NOTE THAT O/A INTAKES SHALL BE LOCATED
 NOT LESS THAN 10' FROM LOT LINES PER SECTION 401.4.
  
 3) M-1 & M-2: INDICATE THE TYPE AND SIZE OF THE GLYCOL
 PIPING, THE TYPE AND THICKNESS OF THE PIPE INSULATIONS,
 AND THE SPACING OF THE PIPE SUPPORT STANDS.
  
 4) M-2: PROVIDE AN EQUIPMENT SCHEDULE FOR THE CHILLER
 AND SUBMIT MANUFACTURER'S SPECIFICATIONS.
  
 5) M-2: PROVIDE THE OUTSIDE AIR CFMS FOR AHU-2 & 3 IN
 THE EQUIPMENT SCHEDULE.
  
 6) M-1 & M-2: PROVIDE THE WIND DESIGN CRITERIA USED TO
 DETERMINE THE PRESSURES AND ANCHORING AND FASTENING
 METHODS FOR ALL OF THE EXTERIOR MECHANICAL EQUIPMENT
 AND COMPONENTS- SECTION 301.15
  
 7) M-1: PROVIDE COMBUSTION AIR CALCULATIONS FOR THE
 BREWHOUSE TANK- SECTION 304 FBC-17 FUEL GAS.
  
 8) SUBMIT MANUFACTURER'S SPECIFICATIONS AND
 INSTALLATION INSTRUCTIONS FOR THE BREWERY TANKS WITH
 APPROVAL STAMPS BY THE DESIGNER OF RECORD. REFER TO
 SECTION1003.1 FBC-17 MECHANICAL: IF THE TANKS ARE
 DETERMINED TO BE CLASSIFIED AS PRESSURE VESSELS, THEY
 SHALL BE CONSTRUCTED AND CERTIFIED IN ACCORDANCE WITH
 ASME BOILER AND PRESSURE VESSEL CODE.
  
 9) IDENTIFY AND LABEL ALL THE BREWERY TANKS AND
 EQUIPMENT SHOWN ON THE PLAN PROVIDE A PROCESS PIPING
 PLAN AND ISOMETRIC DRAWING.
  
 10) THE PROPOSED OCCUPANCY SHALL BE IN COMPLIANCE WITH
 SECTION C505.1 FBC-17 ENERGY CONSERVATIONS. PLEASE
 PROVIDE A COMPLIANCE REPORT AS REQUIRED BY SECTION
 C101.5.
  
 11) PROVIDE A FLORIDA PRODUCT APPROVAL OR MIAMI-DADE
 NOA FOR THE O/A LOUVERS- RULE 9N-3 FAC.
  
 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 2018-06-04 Cont ID  
Sent By gjohnson Date 2018-06-04 Time 15:05 Rev Time 0.00
Received By gjohnson Date 2018-06-04 Time 15:22 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2018-06-01 Cont ID  
Sent By gjohnson Date 2018-06-01 Time 14:59 Rev Time 0.00
Received By gjohnson Date 2018-06-01 Time 14:59 Sent To  
Notes
2018-06-01 15:42:091ST REVIEW: FBC 2017 6TH EDITION
  
 PLUMBING COMMENTS: PREVIOUS COMMENT NOT COMPLIED
  
 7) SHT. A2.2 - THE STANDARD TOILET STALL IN THE WOMEN'S
 RESTROOM SHALL BE A MINIMUM OF 60 INCHES FOR FLOOR
 MOUNTED WATER CLOSETS. 2017 FBC-PLUMBING SEC.405.3.1.
  
 13) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 BREWERY TANKS. WPB AMEND. TO FBC SEC. 107.2.1.
  
 14) SUBMIT A PIPING DETAIL FOR ALL THE PROCESS PIPING
 FOR ALL THE TANKS INVOLVED IN THE BREWING PROCESS AND
 THE KEG WASHER. WPB AMEND. TO FBC SEC. 107.2.1.
  
 21) SUBMIT DOCUMENTATION FOR THE TYPE OF WASTE THAT
 WILL BE DISCHARGED INTO THE TRENCH DRAIN AND ALSO FROM
 THE KEG WASHER. DEPENDING ON THE TYPE OF WASTE, AN
 INTERCEPTOR OR SEPARATOR MAY BE REQUIRED IN THE DRAIN
 LINE FROM THESE AREAS. 2017 FBC-PLUMBING SEC.1003.1.
  
 NEW COMMENTS:
  
 1. SHT. A2.2 DETAIL #7 IS SHOWING THE LAVATORY AT
 341/2" THE CODE IS 34" MAX PLEASE CLARIFY PER FBC ACC
 606.3
  
 2. SHT. A2.2 DETAIL #7 IS SHOWING THE SIDE GRAB BAR AT
 48" OF THE REAR WALL IT SHALL BE 54" MIN PER FBC ACC
 604.5.1
  
 3. SHT. A2.2 THE TOILET PAPER DISPENSER SHALL BE 7-9
 OFF THE FRONT OF THE TOILET PER FBC ACC 604.7
  
 4. 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
  
 5. THE VENT FOR THE FLOOR SINK THE TRENCH DRAINS ARE
 DUMPING IS A HORIZONTAL DRY VENT WHICH IS PROHIBITED BY
 CODE IT SHALL COMPLY WITH FBC PL 905.3 , 905.4
  
  
 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 2018-04-06 Cont ID  
Sent By tklarge Date 2018-04-06 Time 14:08 Rev Time 0.00
Received By tklarge Date 2018-03-28 Time 11:51 Sent To  
Notes
2018-04-05 11:20:03FIRST REVIEW
  
 1). SHOW THE DIMENSIONS OF THE REQUIRED CLEAR FLOOR
 SPACES FOR THE HANDICAPPED ACCESSIBLE FIXTURES. COMPLY
 WITH 2017 FBC-ACCESS. SECS. 604.3 FOR WATER CLOSETS AND
 606.2 AND 305.3 FOR LAVATORIES.
 2) THE HEIGHT OF ACCESSIBLE LAVATORIES SHALL COMPLY
 WITH 2017 FBC-ACCESS. SEC. 606.3.
 3) MIRRORS SHALL COMPLY WITH 2017 FBC-ACCESS. SEC.
 603.3.
 4) THE HEIGHT OF SOAP DISPENSERS, HAND DRYERS, PAPER
 TOWEL DISPENSERS SHALL COMPLY WITH 2017 FBC-ACCESS.
 CODE SEC. 308.
 5) THE LOCATION AND THE HEIGHT OF THE GRAB BARS FOR THE
 WATER CLOSETS SHALL COMPLY WITH 2017 FBC-ACCESS. SECS.
 604.5.1, 604.5.2, 609.4. SHOW THE LOCATION AND MOUNTING
 HEIGHT DIMENSIONS ON THE PLANS.
 6) TOILET PAPER DISPENSERS SHALL BE LOCATED PER 2017
 FBC- ACCESS. SEC. 604.7. SHOW THIS ON THE PLANS
 7) SHT. A2.2 - THE STANDARD TOILET STALL IN THE WOMEN'S
 RESTROOM SHALL BE A MINIMUM OF 60 INCHES FOR FLOOR
 MOUNTED WATER CLOSETS. 2017 FBC-PLUMBING SEC.405.3.1.
 8) PLEASE PROVIDE A LEGEND FOR THE ACRONYMS FOR THE
 TANKS. WPB AMEND. TO FBC SEC. 107.2.1.
 9) INDICATE THE PREVIOUS OCCUPANCY ON THE LIFESAFETY
 PLANS. INDICATE ON THE PLANS IF THIS IS A CHANGE OF
 OCCUPANCY. IF SO, THE STRUCTURE SHALL COMPLY WITH THE
 REQUIREMENTS OF THE 2017 FBC - EXISTING BUILDING CODE.
 10) THE LAVATORY OUTSIDE OF THE TOILET COMPARTMENT
 SHALL COMPLY WITH 2017 FBC-ACCESS. SECS. 213.3.4, 606.
 11) THE URINAL IN THE MEN'S RESTROOM IS LOCATED IN THE
 LINE OF SIGHT OF THE RESTROOM DOOR. IN THE OPEN DOOR
 POSITION, THE USER AT THE URINAL DOES NOT APPEAR TO
 HAVE ADEQUATE PRIVACY AS REQD. IN THE 2017 FBC-PLUMBING
 SEC.405.3.5. SHOW THE LENGTH OF THE URINAL PARTITIONS
 AND THEY SHALL EXTEND FROM THE WALL SURFACE AT EACH
 SIDE OF THE URINAL NOT LESS THAN 18 INCHES OR TO A
 POINT NOT LESS THAN 6 INCHES BEYOND THE OUTERMOST FRONT
 LIP OF THE URINAL MEASURED FROM THE FINISHED BACK WALL
 SURFACE, WHICHEVER IS GREATER.
 12) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 TANKLESS WATER HEATER. WPB AMEND. TO FBC SEC. 107.2.1.
 13) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 BREWERY TANKS. WPB AMEND. TO FBC SEC. 107.2.1.
 14) SUBMIT A PIPING DETAIL FOR ALL THE PROCESS PIPING
 FOR ALL THE TANKS INVOLVED IN THE BREWING PROCESS AND
 THE KEG WASHER. WPB AMEND. TO FBC SEC. 107.2.1.
 15) THE GAS LINE FROM THE METER TO THE FIRT TEE SHALL
 BE A MINIMUM OF 1 1/2 INCHES PER TABLE 402.4 (2) OF THE
 2017 FBC-FUEL GAS CODE.
 16) THE T & P LINE FROM THE WATER HEATER SHALL
 DISCHARGE THROUGH AN AIR GAP LOCATED IN THE SAME ROOM
 AS THE WATER HEATER. 2017 FBC-PLUMBING SEC. 504.6 (2).
 17) A BACKFLOW DEVICE IS REQUIRED AT THE METER PER THE
 CITY OF WPB CROSS CONNECTION CONTROL MANUAL. A MINIMUM
 OF A REDUCED PRESSURE ZONE DEVICE IS REQUIRED. A
 SEPARATE PERMIT AND MANUFACTURER'S SPECIFICATIONS SHALL
 BE SUBMITTED FOR REVIEW.
 18) SUBMIT DETAILS FOR THE 8 INCH AND 10 INCH VENTS FOR
 THE BREWHOUSE TANKS SHOWN ON SHT. M-1.
 19) SUBMIT A DETAIL SHOWING THE TYPE OF VENT, LOCATION,
 SIZE, TERMINATION POINT, HEIGHT ABOVE THE ROOF AND
 ANCHORING DETAILS OF THE GAS VENT(S) PER 2017 FBC-FUEL
 GAS SECS. 502 THRU 505 OR 2017 FBC-RES. SEC.G2426
 THROUGH G2439.
 20) INDIRECT WASTE PIPING THAT EXCEEDS 30 INCHES IN
 DEVELOPED LENGTH MEASURED HORIZONTALLY OR 54 INCHES IN
 TOTAL DEVELOPED LENGTH SHALL BE TRAPPED. 2017
 FBC-PLUMBING SEC.802.2. ( SEE TRENCH DRAINS)
 21) SUBMIT DOCUMENTATION FOR THE TYPE OF WASTE THAT
 WILL BE DISCHARGED INTO THE TRENCH DRAIN AND ALSO FROM
 THE KEG WASHER. DEPENDING ON THE TYPE OF WASTE, AN
 INTERCEPTOR OR SEPARATOR MAY BE REQUIRED IN THE DRAIN
 LINE FROM THESE AREAS. 2017 FBC-PLUMBING SEC.1003.1.
 22) THE HOT WATER RECIRULATION MAIN AND THE FIRST EIGHT
 FEET OF ANY BRANCKES SHALL BE INSULATED WITH INSULATION
 WITH A MINIMUM OF 1 INCH WALL THICKNESS. 2017
 FBC-ENERGY SEC.C404.4.THIS INCLUDES THE RECIRCULATION
 IN THE SLEEVE UNDER THE SLAB.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status P Date 2018-06-04 Cont ID  
Sent By shill Date 2018-06-04 Time 15:31 Rev Time 0.00
Received By shill Date 2018-06-04 Time 15:31 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2018-06-04 Cont ID  
Sent By shill Date 2018-06-04 Time 15:30 Rev Time 0.00
Received By shill Date 2018-06-04 Time 15:30 Sent To  
Notes
2018-06-04 15:24:106/4/18 PLUMB DIG SIG OK GPJ
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2018-05-29 Cont ID  
Sent By shill Date 2018-05-29 Time 17:47 Rev Time 0.00
Received By shill Date 2018-05-29 Time 17:47 Sent To  
Notes
2018-05-29 17:48:19SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. DIGITAL SIGNATURES/SEALS ARE IN ACCORDANCE WITH FS
 471, FS 481 AS NOTED. NEW SHEETS SUBMITTED IN THE NEXT
 REVIEW CYCLE REQUIRE REVIEW.
  
2018-05-24 11:11:58MECH DIG/SIGS GOOD
 CCOLE- 5/23/18
Review Stop Z ZONING
Rev No 2 Status P Date 2018-05-31 Cont ID  
Sent By awooten Date 2018-05-31 Time   Rev Time 0.00
Received By awooten Date 2018-05-31 Time   Sent To  
Notes
2018-05-31 14:28:38********************************************ZONING
 REVIEW ****************************************
  
 SPECIAL USE APPROVAL PER ZBA CASE 3360
  
 THANKS,
 ALANA WOOTEN
 ASSOCIATE PLANNER
 561-822-1449
 [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2018-04-18 Cont ID  
Sent By LL Date 2018-04-18 Time   Rev Time 0.00
Received By   Date 2018-04-18 Time   Sent To  
Notes
***NONE***


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