Plan Review Details - Permit 17121030
Plan Review Stops For Permit 17121030
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2019-02-06 Cont ID  
Sent By rmcdouga Date 2019-02-06 Time 07:23 Rev Time 0.00
Received By rmcdouga Date 2019-02-06 Time 07:03 Sent To I
Notes
2019-02-06 07:26:55"PROVISO"
 THE EXTERIOR DOORS AND WINDOWS ARE NOT INCLUDED UNDER
 THIS PERMIT. A SEPARATE PERMIT, APPLICATION AND REVIEWS
 ARE REQUIRED. THE REQUIRED COMPONENT AND CLADDING
 WINDLOAD PRESSURES FOR THE EXTERIOR OPENINGS WILL BE
 SUBMITTED WITH THIS PERMIT.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2019-01-30 Cont ID  
Sent By rmcdouga Date 2019-01-30 Time 07:38 Rev Time 0.00
Received By rmcdouga Date 2019-01-29 Time 14:00 Sent To I
Notes
2019-01-30 07:37:572014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17121030
 ADD: 200 CLEMATIS ST. / 1ST FLOOR AND MEZZANINE.
 CONT: CONSTRUCTION TECHNOLOGIES
 TEL: 954-709-1935
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE & 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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.
  
 PLAN
 REVIEW COMMENTS
 4TH REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 PLEASE COMPLY WITH: WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE ANY VOIDED SHEETS &
 REPLACE ANY PAGES AS NECESSARY, COLLATE PLANS INTO
 COMPLETE SETS. PLANS WILL NOT BE ISSUED IN PARTIAL
 SETS!!!!!!!!!!!
 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.
  
 IT APPEARS THAT ALL OF THE ITEMS HAVE BEEN ADDRESSED
 EXCEPT FOR THE FOLLOWING ITEMS:
  
 1) THE EXTERIOR RAMP AT THE EXIT EGRESS DOOR ON THE
 EAST SIDE OF THE BUILDING IS STILL SHOWN ON SHEETS A1.0
 AND A6.0. IN ORDER TO AVOID ANY CONFUSION, PLEASE
 REVISE THESE DRAWINGS TO REMOVE THE RAMP. FBC 107.2.1
  
 2) THE HANDWRITTEN "PROVISO" NOTE BY THE ARCHITECT TO
 PROVIDE WINDLOAD CALCULATIONS WITH THE SEPARATE
 WINDOW/DOOR PERMIT IS LOCATED ON SHEET A6.0. THIS WILL
 NEED TO BE ON THE NEW DRAWINGS. FBC 107.2.1
  
 3) 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.
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2019-01-11 Cont ID  
Sent By rmcdouga Date 2019-01-11 Time 19:28 Rev Time 0.00
Received By rmcdouga Date 2019-01-10 Time 07:40 Sent To  
Notes
2019-01-10 18:39:002014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17121030
 ADD: 200 CLEMATIS ST. / 1ST FLOOR AND MEZZANINE.
 CONT: CONSTRUCTION TECHNOLOGIES
 TEL: 954-709-1935
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE & 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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.
  
 PLAN
 REVIEW COMMENTS
 4TH REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 PLEASE COMPLY WITH: WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE ANY VOIDED SHEETS &
 REPLACE ANY PAGES AS NECESSARY, COLATE PLANS INTO
 COMPLETE SETS. PLANS WILL NOT BE ISSUED IN PARTIAL
 SETS!!!!!!!!!!!
 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.
  
 IT APPEARS THAT ALL OF THE ITEMS HAVE BEEN ADDRESSED
 EXCEPT FOR THE FOLLOWING ITEMS:
  
 1) THE WIND DESIGN DATA AND OPENING PRESSURES FOR THE
 NEW EXTERIOR DOOR OPENINGS WAS NOT ADDRESSED. THIS WILL
 BE ADDRESSED ALONG WITH THE REQUIRED PRODUCT APPROVALS
 ON A SEPARATE PERMIT FOR THE INSTALLATION OF THE NEW
 DOORS PER ARCHITECT'S RESPONSE LETTER. FBC 1603.1.4
  
 2) IT HAS BEEN BROUGHT TO MY ATTENTION THAT THE RAMP AT
 THE EXIT EGRESS DOOR ON THE EAST SIDE OF THE BUILDING
 WILL NOT BE REQUIRED. THE 2004 FBC ACCESSIBILITY
 SECTION 207.1 STATES THAT MEANS OF EGRESS SHALL COMPLY
 WITH 1003.2.13 OF THE 2000 EDITION OF THE INTERNATIONAL
 BUILDING CODE OR SECTION 1007 OF THE 2003 IBC. THESE
 SECTIONS HAVE AN EXCEPTION WHICH STATES THAT AN
 ACCESSIBLE MEANS OF EGRESS IS NOT REQUIRED IN
 ALTERATIONS TO EXISTING BUILDINGS. THEREFORE, THIS DOOR
 IS NOT BE REQUIRED TO HAVE A RAMP. PLEASE SUBMIT
 REVISED DRAWINGS THAT DO NOT SHOW THE RAMP. (THE RAMP
 THAT IS SHOWN EXTENDS BEYOND THE PROPERTY LINE AND THE
 LANDING WOULD NEED TO BE 60" WIDE DUE TO THE CHANGE IN
 DIRECTION.) FBC ACCESSIBILITY SECTION 405.7.4
  
 3) THE CALCULATIONS AND DRAWINGS THAT WERE SUBMITTED
 FOR THE VERTICAL TYPE B GAS VENTS LOCATED ON THE
 BUILDINGS EXTERIOR ADDRESSED THE WIND LOADS. HOWEVER,
 THE GRAVITY LOAD OF THE THESE VERTICAL GAS VENT PIPES
 WAS NOT ADDRESSED. SPECIFY THE TYPE OF CLAMPS THAT WILL
 BE USED AND HOW THEY WILL SUPPORT THE WEIGHT OF THE
 VERTICALLY INSTALLED VENTS. FBC 107.2.1.3
  
 4) 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.
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2018-11-05 Cont ID  
Sent By jwitmer Date 2018-11-05 Time 13:37 Rev Time 0.00
Received By jwitmer Date 2018-11-05 Time 07:16 Sent To  
Notes
2018-11-05 13:37:042014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17121030
 ADD: 200 CLEMATIS ST. / 1ST FLOOR AND MEZZANINE.
 CONT: CONSTRUCTION TECHNOLOGIES
 TEL: 954-709-1935
 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. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: MON. NOV. 05/2018
 ACTION: DENIED
  
 PLEASE COMPLY WITH: WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE ANY VOIDED SHEETS &
 REPLACE ANY PAGES AS NECESSARY, COLATE PLANS INTO
 COMPLETE SETS. PLANS WILL NOT BE ISSUED IN PARTIAL
 SETS!!!!!!!!!!!
 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) THE COVERSHEET LIST THE OF DRAWINGS INDICATES THERE
 ARE NO MECHANICAL, PLUMBING, ELECTRICAL, PLANS TO BE
 UNDER SEPARATE PERMIT. PLEASE NOTE THE SCOPE OF THE
 WHOLE PROJECT IS INTERRELATED WITH ALL TRADES.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC... THE ARCHITECT OF RECORD WILL NEED
 TO COORDINATE TRADES, AND MATERIALS. THERE HAS TO BE A
 PROFESSIONAL DESIGNER OVER ALL OF THE PROJECT.
  
 1A) COMPLIED. ENGINEERING PLANS AND CALCULATIONS.
  
  
 2-3) NOT REQUIRED, THRESHOLD BUILDING WORK ON 1ST FLOOR
 SLAB AFFECTING THE 1ST FLOOR TENANT ONLY
 4) 3RD REQUEST. THE RESPONSE INDICATES THE BEER ALCOHOL
 CONTENT IS LESS THAN 16% IN THE MARGIN OF THE RESPONSE
 BUT NOT STATED ON THE LIFE SAFETY PLAN A1.0.
 THE PLANS INDICATE THIS IS A NEW BREWERY BUT THE PLANS
 ARE SILENT AS TO THE ALCOHOL CONTENT. PLEASE NOTE WHEN
 THE BEVERAGES HAVE AN ALCOHOL CONTENT OF OVER 16 PER
 CENT THEN THE BREWERY WOULD BE CLASSIFIED AS AN F1
 OCCUPANCY AND OCCUPANCY SEPARATION MAY BE REQUIRED. SEE
 FBC-B TABLE 508.4. ONE HOUR REDUCTION FOR SPRINKLERED
 BUILDINGS.
  
 5) 3RD REQUEST. IT WOULD APPEAR THAT IN THE MECHANICAL
 REVIEW COMMENT # 3 HAS NOT BEEN CLARIFIED WHAT IS THE
 WORKING PRESSURE.
 2ND REVIEW COMMENT. QUESTION, DOESN?T ALL BREWERIES
 REQUIRE A BOILER AND 1 HOUR RATED ROOM. THE PLANS DO
 NOT SHOW THE BOILER NOR SIZE? PLEASE REVIEW THE 2014
 FBC-B TABLE 509. ROOMS WITH BOILERS WHERE THE LARGEST
 PIECE OF EQUIPMENT IS OVER 15 PSI AND 10 HORSEPOWER
 WOULD REQUIRE 1 HOUR SEPARATION OR AUTOMATIC SPRINKLERS
 SYSTEM.
  
 6-7)3RD. SEMI- COMPLIED / NEW COMMENT. EXTERIOR BAR
 REMOVED AND NEW EXIT DOOR ADDED ON THE EAST SIDE OF THE
 BUILDING.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1.1. COMMERCIAL BUILDINGS: BUILDING.
 8. STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 BUILDING ENVELOPE
 WIND REQUIREMENTS
  
 7) SEMI-COMPLIED. 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE SUBMITTED WIND DESIGN DOES NOT PROVIDE THE BUILDING
 MEAN ROOF HEIGHT, NEGATIVE PRESSURES ARE TAKEN FROM THE
 ROOF LEVEL.
 8A) 3RD REQUEST. THIS CAN BE A PROVISO TO BE SUBMITTED
 AS A SUBMITTAL AFTER PERMIT ISSUANCE BUT ALL OF THE
 WIND DESIGN CRITERIA MUST BE KNOWN FOR THE CONTRACTOR
 TO BID THE WORK OUT.
 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS & MULLION
 (B) WINDOWS
 7( C ) BUILDING PROVISO DEFERRED SUBMITTAL. SHEET S-2
 WALL MOUNT MECHANICAL EQUIPMENT STAND TO BE SHOP
 DRAWINGS BY DELEGATE ENGINEER AND REVIEWED BY THE
 ENGINEER OF RECORD BEFORE BEING SUBMITTED TO THE
 BUILDING DEPARTMENT.
  
 8B) NEW COMMENT DEALING WITH THE NEW EXIT DOOR ON THE
 EAST SIDE OF THE BUILDING. WITH AN OCCUPANT LOAD OF
 GREATER THAN 50 2 EXITS ARE REQUIRED, AND 2 ACCESSIBLE
 EXITS ARE REQUIRED. THERE IS A 2-3 INCH DIFFERENCE IN
 GRADE FROM THE INSIDE OF THE TENANT SPACE TO THE
 EXTERIOR SIDEWALK, HOW WILL THIS BE MADE TO COMPLY AS
 AN ACCESSIBLE EGRESS?
  
 2014 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF
 EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE
 INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001
 SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL
 BUILDING CODE (2003 EDITION).
  
 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS
 IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY
 ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE
 SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS.
  
  
 9) PROVISO/ DEFERRED SUBMITTAL: 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..
  
 10) COMPLIED.
 11) SEMI-COMPLIED. SHEET A1.0 & A4.0 SHOWS WHAT APPEARS
 TO BEAN ACCESSIBLE BAR SECTION FOR THE INTERIOR BUT
 THERE IS NO INDICATION AS TO THE HEIGHT OF THE
 ACCESSIBLE PORTION OF THE BAR. 2014 FBC-ACCESSIBILITY
 CODE 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.
  
 12) SEMI-COMPLIED. 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, INCLUDING THE EXTERIOR BAR, TABLES,
 LUNCH COUNTERS, AND BOOTHS.
  
 13)(A) 3RD REQUEST. SEMI-COMPLIED. 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.
  
 13)(B) 3RD REQUEST. 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.
  
 14A-B) COMPLIED.
  
 14C) 3RD REQUEST. RESPONSE INDICATES THE EXIT DOORS ARE
 NOTED ON SHEET A1.0 LIFE SAFETY EGRESS DRAWINGS INSTEAD
 OF A4.0, WHERE?
 SHEET A4.0 2014 FBC-B 1008.1.10 PANIC AND FIRE EXIT
 HARDWARE. DOORS SERVING ROOMS OR SPACES WITH AN
 OCCUPANT LOAD OF 50 OR MORE IN A GROUP A OCCUPANCY
 SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS
 PANIC HARDWARE OR FIRE EXIT HARDWARE.
  
 15) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
  
 JAMES A. WITMER 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 B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-02-08 Cont ID  
Sent By jwitmer Date 2018-02-08 Time 11:57 Rev Time 0.00
Received By jwitmer Date 2018-02-08 Time 09:11 Sent To  
Notes
2018-02-08 11:37:532014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17121030
 ADD: 200 CLEMATIS ST./ 1ST FLOOR AND MEZZANINE.
 CONT: RISKAS CONSTRUCTION CORP.
 TEL: 561-588-5455
 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. 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: THURS. FEB. 08/ 2018
 ACTION: DENIED
  
 PLEASE: 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) THE COVERSHEET LIST THE OF DRAWINGS INDICATES THERE
 ARE NO MECHANICAL, PLUMBING, ELECTRICAL, PLANS TO BE
 UNDER SEPARATE PERMIT. PLEASE NOTE THE SCOPE OF THE
 WHOLE PROJECT IS INTERRELATED WITH ALL TRADES.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC... THE ARCHITECT OF RECORD WILL NEED
 TO COORDINATE TRADES, AND MATERIALS. THERE HAS TO BE A
 PROFESSIONAL DESIGNER OVER ALL OF THE PROJECT.
  
 1A) COMPLIED. ENGINEERING PLANS AND CALCULATIONS.
  
 1B) BUILDING PROVISO. 106.1 LIVE LOADS POSTED. WHERE
 THE LIVE LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF
 OF A COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN
 DESIGNED TO EXCEED 50 PSF, SUCH DESIGN LIVE LOADS SHALL
 BE CONSPICUOUSLY POSTED BY THE OWNER IN THAT PART OF
 EACH STORY IN WHICH THEY APPLY, USING DURABLE SIGNS. IT
 SHALL BE UNLAWFUL TO REMOVE OR DEFACE SUCH NOTICES
  
 106.2 ISSUANCE OF CERTIFICATE OF OCCUPANCY. A
 CERTIFICATE OF OCCUPANCY REQUIRED BY SECTION 111 SHALL
 NOT BE ISSUED UNTIL THE FLOOR LOAD SIGNS, REQUIRED BY
 SECTION 106.1, HAVE BEEN INSTALLED.
  
 106.3 RESTRICTIONS ON LOADING. IT SHALL BE UNLAWFUL TO
 PLACE, OR CAUSE OR PERMIT TO BE PLACED, ON ANY FLOOR OR
 ROOF OF A BUILDING, STRUCTURE OR PORTION THEREOF, A
 LOAD GREATER THAN IS PERMITTED BY THIS CODE.
  
 2014 FBC-B 1607.4 CONCENTRATED LIVE LOADS. FLOORS AND
 OTHER SIMILAR SURFACES SHALL BE DESIGNED TO SUPPORT THE
 UNIFORMLY DISTRIBUTED LIVE LOADS PRESCRIBED IN SECTION
 1607.3 OR THE CONCENTRATED LIVE LOADS GIVEN IN TABLE
 1607.1, WHICHEVER PRODUCES THE GREATER LOAD EFFECTS.
 UNLESS OTHERWISE SPECIFIED, THE INDICATED CONCENTRATION
 SHALL BE ASSUMED TO BE UNIFORMLY DISTRIBUTED OVER AN
 AREA OF 21/2 FEET BY 21/2 FEET (762 MM BY 762 MM) AND
 SHALL BE LOCATED SO AS TO PRODUCE THE MAXIMUM LOAD
 EFFECTS IN THE STRUCTURAL MEMBERS.
  
 1607.2 LOADS NOT SPECIFIED.
 FOR OCCUPANCIES OR USES NOT DESIGNATED IN TABLE 1607.1,
 THE LIVE LOAD SHALL BE DETERMINED IN ACCORDANCE WITH A
 METHOD APPROVED BY THE BUILDING OFFICIAL.
  
 2) 2ND REQUEST. SHEET A4.0 INDICATES THERE WILL BE
 STRUCTURAL PLANS TO FOLLOW. PLEASE BE AWARE THAT WITH
 THIS BEING A 8 STORY BUILDING THIS BY DEFINITION A
 THRESHOLD BUILDING AND MEETING THESE REQUIREMENTS:
 THRESHOLD BUILDING / FL S. S. 553.71(7) ?THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 2A) 2ND REQUEST. 109.3.6.1 THRESHOLD INSPECTION PLAN.
 THE ENFORCING AGENCY SHALL REQUIRE A (WRITTEN/ TYPED)
 SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON
 A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL
 INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE
 STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE
 ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING.
 THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO
 THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR
 COMPLIANCE WITH THE PERMITTED DOCUMENTS.
  
 2B) 2ND REQUEST: THRESHOLD INSPECTOR: WPB AMENDMENT
 109.3.6.2 W.P.B. CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A SPECIAL INSPECTOR AS
 REQUIRED BY FL S S 553.79(5) FLORIDA STATUTES TO THE
 MINIMUM INSPECTIONS REQUIRED BY THIS CODE. THE
 THRESHOLD INSPECTION FORMS ARE REQUIRED TO BE FILED OUT
 BY ALL PARTIES WITH INTEREST, NOTARIZED AND RETURNED TO
 THIS OFFICE, AND REVIEWED AND APPROVED BEFORE PERMIT
 ISSUANCE WILL TAKE PLACE.
 FORMS E-MAILED: [email protected]
 SENT: 02/08/2018 10:38 AM
  
 2C) 2ND REQUEST. THRESHOLD BLDG., REQUIRED STATEMENT:
 W.P.B. AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING
 WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S
 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
 APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE
 LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 2D) 2ND REQUEST. FOR THE SPECIAL INSPECTOR PLEASE
 PROVIDE A RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS
 PROJECT. THE RESUME' MUST BE ACCOMPANIED BY ALL
 CERTIFICATES AS SPECIFIED HEREIN. THE BUILDING OFFICIAL
 OR HIS DESIGNEE WILL REVIEW THE RESUME'. AFTER THE
 RESUME' IS REVIEWED, AN INTERVIEW WILL BE SCHEDULED.
 UNDER NO CIRCUMSTANCES WILL AN INSPECTOR BE INTERVIEWED
 FOR WORK WITHOUT FIRST MEETING THE ABOVE CRITERIA.
  
 2E) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 2F) 2ND REQUEST. NOTE FOR PAPER PLANS 3 SETS OF
 DOCUMENTS ARE REQUIRED. 2014 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION, 110.3.7 THRESHOLD BUILDINGS, GUIDELINES
 AND POLICIES FOR PROJECTS CONCERNING SPECIAL
 INSPECTORS.
  
 2G) 2ND REQUEST. 110.3.7.4.3 ALL SHORING AND RESHORING
 PROCEDURES, PLANS AND DETAILS SHALL BE SUBMITTED TO THE
 ENFORCEMENT AGENCY FOR RECORDKEEPING. EACH SHORING AND
 RESHORING INSTALLATION SHALL BE SUPERVISED, INSPECTED
 AND CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 2H) 2ND REQUEST. PLEASE CALL THE CITY OF WEST PALM
 BEACHS AUTOMATED TELEPHONE INSPECTIONS LINE (561)
 805-6700) FOR ALL BUILDING INSPECTIONS FOR AUDITING OF
 JOBSITE INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN
 6 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 I) 2ND REQUEST. 109.3.6 THRESHOLD BUILDINGS, OPERATING
 GUIDELINES FOR THRESHOLD INSPECTORS #26. ASSURE THAT
 THE DESIGNER HAS REQUIRED ON THE PLANS OR
 SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING
 PENETRATIONS, FOR WALLS AND CEILINGS.
  
 3) 2ND REQUEST. SHEET A-4 INDICATES A NEW POLISHED
 CONCRETE SLAB THE A-4 SHEET DOESN?T INDICATE ANY WIRE
 MESH OR STEEL IN THE SLAB. THE STRUCTURAL SHEET S-2
 DETAIL 2 SHOWS THE STRUCTURAL STEEL FOR THE 2ND FLOOR
 AND 3 DETAILS ON S3 DETAILS A, B & C. ALL 3 OF THESE
 DETAILS SHOW THE NEW STEEL FRAME WORK TO BE INSTALLED
 BENEATH THE 2ND FLOOR. THE PLAN SHOWS THE STRUCTURAL
 SLAB, NO TOPPING OF 4 TO 5 INCHES? SHEET A2.1 IN THE
 BOTTOM LEFT CORNER OF THE PLAN HAS A NOTE THIS AREA TO
 BE REINFORCED BY A STRUCTURAL ENGINEER. ENGINEERING
 PLANS ARE TO BE SUBMITTED FOR APPROVAL. PLEASE NOTE
 THERE IS NO SHOP DRAWING STAMP REVIEWED BY THE
 ARCHITECT OF RECORD.
  
 1ST ROUND OF COMMENTS. SHEET A4.0 SHOWS THE 2ND FLOOR
 IN THE AREA OF THE NEW TANKS ARE TO BE LOCATED, THE
 FLOOR BEING RAISED 5 INCHES AND A LINEAR FLOOR DRAIN,
 THE PLANS ARE SILENT, NO DETAILS FOR THE RAISED FLOOR
 FRAMING, DECKING OR FINISH MATERIAL NOR FLOOR DRAIN
 MATERIAL? 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 4) 2ND REQUEST. THE PLANS INDICATE THIS IS A NEW
 BREWERY BUT THE PLANS ARE SILENT AS TO THE ALCOHOL
 CONTENT. PLEASE NOTE WHEN THE BEVERAGES HAVE AN ALCOHOL
 CONTENT OF OVER 16 PER CENT THEN THE BREWERY WOULD BE
 CLASSIFIED AS AN F1 OCCUPANCY AND OCCUPANCY SEPARATION
 MAY BE REQUIRED. SEE FBC-B TABLE 508.4. ONE HOUR
 REDUCTION FOR SPRINKLERED BUILDINGS.
  
 5) 2ND REQUEST. QUESTION, DOESN?T ALL BREWERIES REQUIRE
 A BOILER AND 1 HOUR RATED ROOM. THE PLANS DO NOT SHOW
 THE BOILER NOR SIZE? PLEASE REVIEW THE 2014 FBC-B TABLE
 509. ROOMS WITH BOILERS WHERE THE LARGEST PIECE OF
 EQUIPMENT IS OVER 15 PSI AND 10 HORSEPOWER WOULD
 REQUIRE 1 HOUR SEPARATION OR AUTOMATIC SPRINKLERS
 SYSTEM.
  
 6) SEMI- COMPLIED SEE COMMENT # 7. SHEETS A.1 AND A3.0
 BOTH SHOW A NEW BAR SYSTEM ON THE EAST SIDE OF THE
 BUILDING. PLEASE PROVIDE A WALL DETAIL OF THE INFILL
 WALL AND DOOR/ WINDOW SYSTEM. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1.1. COMMERCIAL BUILDINGS: BUILDING.
 8. STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 BUILDING ENVELOPE
 WIND REQUIREMENTS
  
 7) SEMI-COMPLIED. 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 7.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING. 1609.3.1 WIND SPEED CONVERSION
 VULT TO VASD.
  
 8) 2ND REQUEST. 2014 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE
 61G20-3.005, RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY
 OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,
 (B) WINDOWS
 ( C ) MECHANICAL EQUIPMENT STAND WALL MOUNT SHEETS A1,
 A3 & A4 ALL REFER TO THE ENGINEERING PLAN. NOTHING FOR
 A MECHANICAL WALL MOUNT STAND IN THE STRUCTURAL PLANS
 OR M1 PLAN.
  
 9) 2ND REQUEST. 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..
  
 10) 2ND REQUEST. SHEET A1.0 INDICATES THERE ARE 180
 INDOOR SEATS AND THE PLAN SHOWS 84 EXTERIOR SEATS WITH
 A TOTAL OF 264 SEATS. THE ACCESSIBILITY CODE REQUIRES
 0.05 % OF ALL SEATING TO BE ACCESSIBLE. 13.2 OR 14
 SEATS ALWAYS ROUND UP. 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.
  
 11) SEMI-COMPLIED. SHEET A-4.0 SHOWS A ACCESSIBLE BAR
 SECTION FOR THE INTERIOR BARS BUT NOT THE EXTERIOR
 BARS. 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.
  
 12) 2ND REQUEST. 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, INCLUDING THE EXTERIOR BAR, TABLES,
 LUNCH COUNTERS, AND BOOTHS.
  
 13)(A) 2ND REQUEST. 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.
  
 13)(B)2ND REQUEST. 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.
  
 14A-B) COMPLIED.
  
 14C) 2ND REQUEST. SHEET A4.0 2014 FBC-B 1008.1.10 PANIC
 AND FIRE EXIT HARDWARE. DOORS SERVING ROOMS OR SPACES
 WITH AN OCCUPANT LOAD OF 50 OR MORE IN A GROUP A
 OCCUPANCY SHALL NOT BE PROVIDED WITH A LATCH OR LOCK
 UNLESS IT IS PANIC HARDWARE OR FIRE EXIT HARDWARE.
  
 15) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
  
 JAMES A. WITMER 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-01-12 Cont ID  
Sent By jwitmer Date 2018-01-12 Time 13:58 Rev Time 0.00
Received By jwitmer Date 2018-01-11 Time 13:50 Sent To  
Notes
2018-01-12 13:58:462014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17121030
 ADD: 200 CLEMATIS ST./ 1ST FLOOR AND MEZZANINE.
 CONT: RISKAS CONSTRUCTION CORP.
 TEL: 561-588-5455
 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. 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: FRI. JAN. 12/ 2018
 ACTION: DENIED
  
 1) THE COVERSHEET LIST THE OF DRAWINGS INDICATES THERE
 ARE NO MECHANICAL, PLUMBING, ELECTRICAL, PLANS TO BE
 UNDER SEPARATE PERMIT. PLEASE NOTE THE SCOPE OF THE
 WHOLE PROJECT IS INTERRELATED WITH ALL TRADES.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC... THE ARCHITECT OF RECORD WILL NEED
 TO COORDINATE TRADES, AND MATERIALS. THERE HAS TO BE A
 PROFESSIONAL DESIGNER OVER ALL OF THE PROJECT.
  
 2A) SHEET A-4 INDICATES THERE WILL BE FUTURE
 ENGINEERING PLANS BUT THERE ARE NO ENGINEERING SHEETS
 IN THIS SET OF PLANS. TERMS THAT NEED TO BE DEFINED IS:
 BBL/ BARREL PLEASE PROVIDE THE GALLONS IN U. S. GALLONS
 AND WEIGHT FOR 5BBL, 10 BBL & 20 BBL. FOR THIS REVIEW I
 WILL USE 50 GALLONS = 1 BARREL.
  
 TANK SIZES ARE AS FOLLOWS (ASSUMED) :
  
 5 BBL 5X50GAL/ BBL= 250 GAL, 250 X 8.34 LBS/ GAL= 2,000
 LBS. + TANK WEIGHT
 10 BBL 10 X50GAL/BBL= 500 GAL. 500X 8.34 LBS/ GAL =
 4,170 LBS. + TANK WEIGHT
 20 BBL 20X50 GAL/BBL= 1000 GAL. 1000X 8.34 LBS/ GAL =
 8,340 LBS. + TANK WEIGHT
  
 PLEASE PROVIDE THE ACTUAL WEIGHT THAT WILL BE ADDING TO
 THE EXISTING FLOOR.
  
 2B) 106.1 LIVE LOADS POSTED. WHERE THE LIVE LOADS FOR
 WHICH EACH FLOOR OR PORTION THEREOF OF A COMMERCIAL OR
 INDUSTRIAL BUILDING IS OR HAS BEEN DESIGNED TO EXCEED
 50 PSF, SUCH DESIGN LIVE LOADS SHALL BE CONSPICUOUSLY
 POSTED BY THE OWNER IN THAT PART OF EACH STORY IN WHICH
 THEY APPLY, USING DURABLE SIGNS. IT SHALL BE UNLAWFUL
 TO REMOVE OR DEFACE SUCH NOTICES
  
 106.2 ISSUANCE OF CERTIFICATE OF OCCUPANCY. A
 CERTIFICATE OF OCCUPANCY REQUIRED BY SECTION 111 SHALL
 NOT BE ISSUED UNTIL THE FLOOR LOAD SIGNS, REQUIRED BY
 SECTION 106.1, HAVE BEEN INSTALLED.
  
 106.3 RESTRICTIONS ON LOADING. IT SHALL BE UNLAWFUL TO
 PLACE, OR CAUSE OR PERMIT TO BE PLACED, ON ANY FLOOR OR
 ROOF OF A BUILDING, STRUCTURE OR PORTION THEREOF, A
 LOAD GREATER THAN IS PERMITTED BY THIS CODE.
  
 2014 FBC-B 1607.4 CONCENTRATED LIVE LOADS. FLOORS AND
 OTHER SIMILAR SURFACES SHALL BE DESIGNED TO SUPPORT THE
 UNIFORMLY DISTRIBUTED LIVE LOADS PRESCRIBED IN SECTION
 1607.3 OR THE CONCENTRATED LIVE LOADS GIVEN IN TABLE
 1607.1, WHICHEVER PRODUCES THE GREATER LOAD EFFECTS.
 UNLESS OTHERWISE SPECIFIED, THE INDICATED CONCENTRATION
 SHALL BE ASSUMED TO BE UNIFORMLY DISTRIBUTED OVER AN
 AREA OF 21/2 FEET BY 21/2 FEET (762 MM BY 762 MM) AND
 SHALL BE LOCATED SO AS TO PRODUCE THE MAXIMUM LOAD
 EFFECTS IN THE STRUCTURAL MEMBERS.
  
 1607.2 LOADS NOT SPECIFIED.
 FOR OCCUPANCIES OR USES NOT DESIGNATED IN TABLE 1607.1,
 THE LIVE LOAD SHALL BE DETERMINED IN ACCORDANCE WITH A
 METHOD APPROVED BY THE BUILDING OFFICIAL.
  
 2) SHEET A4.0 INDICATES THERE WILL BE STRUCTURAL PLANS
 TO FOLLOW. PLEASE BE AWARE THAT WITH THIS BEING A 8
 STORY BUILDING THIS BY DEFINITION A THRESHOLD BUILDING
 AND MEETING THESE REQUIREMENTS:
 THRESHOLD BUILDING / FL S. S. 553.71(7) ?THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 2A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
 AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
 PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 2B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE.
 FORMS E-MAILED:
  
 2C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 2D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 2E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 2F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION,
 110.3.7 THRESHOLD BUILDINGS, GUIDELINES AND POLICIES
 FOR PROJECTS CONCERNING SPECIAL INSPECTORS.
  
 2G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES,
 PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT
 AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING
 INSTALLATION SHALL BE SUPERVISED, INSPECTED AND
 CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 2H) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL
 BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 I) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES
 FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER
 HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE
 MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR
 WALLS AND CEILINGS.
  
 3) SHEET A4.0 SHOWS THE 2ND FLOOR IN THE AREA OF THE
 NEW TANKS ARE TO BE LOCATED, THE FLOOR BEING RAISED 5
 INCHES AND A LINEAR FLOOR DRAIN, THE PLANS ARE SILENT,
 NO DETAILS FOR THE RAISED FLOOR FRAMING, DECKING OR
 FINISH MATERIAL NOR FLOOR DRAIN MATERIAL? 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 4) THE PLANS INDICATE THIS IS A NEW BREWERY BUT THE
 PLANS ARE SILENT AS TO THE ALCOHOL CONTENT. PLEASE NOTE
 WHEN THE BEVERAGES HAVE AN ALCOHOL CONTENT OF OVER 16
 PER CENT THEN THE BREWERY WOULD BE CLASSIFIED AS AN F1
 OCCUPANCY AND OCCUPANCY SEPARATION MAY BE REQUIRED. SEE
 FBC-B TABLE 508.4. ONE HOUR REDUCTION FOR SPRINKLERED
 BUILDINGS.
  
 5) QUESTION, DOESN?T ALL BREWERIES REQUIRE A BOILER AND
 1 HOUR RATED ROOM. THE PLANS DO NOT SHOW THE BOILER NOR
 SIZE? PLEASE REVIEW THE 2014 FBC-B TABLE 509. ROOMS
 WITH BOILERS WHERE THE LARGEST PIECE OF EQUIPMENT IS
 OVER 15 PSI AND 10 HORSEPOWER WOULD REQUIRE 1 HOUR
 SEPARATION OR AUTOMATIC SPRINKLERS SYSTEM.
  
 6) SHEETS A.1 AND A3.0 BOTH SHOW A NEW BAR SYSTEM ON
 THE EAST SIDE OF THE BUILDING. PLEASE PROVIDE A WALL
 DETAIL OF THE INFILL WALL AND DOOR/ WINDOW SYSTEM.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1.1. COMMERCIAL BUILDINGS: BUILDING.
 8. STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 BUILDING ENVELOPE
 WIND REQUIREMENTS
  
 7) MISSING THE WIND DESIGN. PLEASE NOTE THE NEGATIVE
 PRESSURES ARE TAKEN FROM THE ROOF.
 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:
  
 7.1. 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.
  
 7.2. RISK CATEGORY.
  
 7.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
  
 7.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 7.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF.
  
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
  
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 8) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS ,
 (B) WINDOWS
 ( C ) MECHANICAL EQUIPMENT STAND WALL MOUNT
  
 9) 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..
  
 10) SHEET A1.0 INDICATES THERE ARE 180 INDOOR SEATS AND
 THE PLAN SHOWS 84 EXTERIOR SEATS WITH A TOTAL
 264 SEATS. THE ACCESSIBILITY CODE REQUIRES 0.05 % OF
 ALL SEATING TO BE ACCESSIBLE. 13.2 OR 14 SEATS ALWAYS
 ROUND UP. 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.
  
 11) 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.
  
 12) 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,
 INCLUDING THE EXTERIOR BAR, TABLES, LUNCH COUNTERS, AND
 BOOTHS.
  
 13)(A) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 13)(B) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 14) SHEET A2.1 THE UPSTAIRS SHOWS A NEW FIRE RATED EXIT
 DOOR. NO NOTATION AS TO THE SIZE OF DOOR OR HARDWARE
 FOR THE FIRE RATED DOOR.
  
 14A) 2014 FBC-B TABLE 716.5 OPENING PROTECTIVES.
  
 14B) 2014 FBC-B 1008.1.1 SIZE OF DOORS. THE MINIMUM
 WIDTH OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE
 OCCUPANT LOAD THEREOF AND SHALL PROVIDE A CLEAR WIDTH
 OF 32 INCHES (813 MM). CLEAR OPENINGS OF DOORWAYS WITH
 SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF
 THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES.
  
 14C) 2014 FBC-B 1008.1.10 PANIC AND FIRE EXIT HARDWARE.
 DOORS SERVING ROOMS OR SPACES WITH AN OCCUPANT LOAD OF
 50 OR MORE IN A GROUP A OCCUPANCY SHALL NOT BE PROVIDED
 WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR
 FIRE EXIT HARDWARE.
  
 15) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
  
 JAMES A. WITMER 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 3 Status P Date 2019-01-14 Cont ID  
Sent By jpearson Date 2019-01-14 Time 09:22 Rev Time 0.00
Received By jpearson Date 2019-01-14 Time 08:13 Sent To P
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2018-10-07 Cont ID  
Sent By jpearson Date 2018-10-07 Time 12:48 Rev Time 0.00
Received By jpearson Date 2018-10-07 Time 12:48 Sent To  
Notes
2018-10-07 12:48:36CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 PREVIOUS COMMENTS THAT HAVE BEEN ADDRESSED
 SATISFACTORILY ARE MARKED AS CORRECTED. PREVIOUS
 COMMENTS THAT HAVE NOT BEEN ADDRESSED SATISFACTORILY
 HAVE ADDITIONAL COMMENTS IN PARENTHESES. ANY NEW
 COMMENTS WILL BE LISTED AFTER PREVIOUS COMMENTS.
  
 1. MANY AREAS OF THE PLAN ARE SO LIGHT AS TO BE
 UNREADABLE. PROVIDE PLANS IN LINE WITH THE WEST PALM
 BEACH AMENDMENTS TO THE FBC: 107.2.1.4 QUALITY OF
 BUILDING PLANS. BUILDING PLANS SHALL BE DRAWN TO A
 MINIMUM 1/8 INCH SCALE UPON SUBSTANTIAL PAPER, CLOTH OR
 OTHER ACCEPTABLE MEDIUM. THIS POLICY MAY INCLUDE SUCH
 THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR
 OTHER ITEMS RELATED TO RECORDS MANAGEMENT. FBC 107.2.1
 (PLAN PROVIDED HAS SOME DUPLICATE SHEETS WITH
 CONFLICTING INFORMATION. REMOVE OLD SHEETS.)
 2. PLAN SHOWS THE 1000 AMP FEED AS (4)400 KCMIL AND A
 2/0 IN AN EXISTING 2" CONDUIT. THE TOTAL AREA OF THESE
 WIRES EXCEEDS THE ALLOWABLE SPACE OF 2" CONDUIT, SO A
 LARGER SIZE CONDUIT IS REQUIRED. PROVIDE CORRECTION.
 NEC CHAPTER 9, TABLE 2 AND 4. (PLAN PROVIDED HAS SOME
 DUPLICATE SHEETS WITH CONFLICTING INFORMATION. REMOVE
 OLD SHEETS.)
 3. PLAN SHOWS AN EXISTING 1000 AMP PANEL THAT HAS AN
 800 AMP DISCONNECT BEING CHANGED TO A 1000 AMP
 DISCONNECT FOR NEW FEED. PROVIDE LOAD CALCULATION FOR
 THIS SERVICE TO CONFIRM THE CAPACITY OF THIS IS
 ADEQUATE FOR THE ADDITIONAL LOAD. LOAD CALCULATION
 SHOULD SHOW THE PROPER DEMAND FACTORS, INCLUDING 100%
 OF THE NON-CONTINUOUS LOAD AND 125% OF THE CONTINUOUS
 LOAD FOR SIZING OF FEEDERS. NEC 215.2, 220, 408.30; FBC
 107.2.1 (PLAN PROVIDED HAS SOME DUPLICATE SHEETS WITH
 CONFLICTING INFORMATION. REMOVE OLD SHEETS. LOAD
 CALCULATION NOT PROVIDED FOR MAIN SERVICE AS
 REQUESTED.)
 4. PROVIDE LOAD CALCULATION OF NEW PANELS BEING ADDED
 TO CONFIRM FEEDER AND OCP IS SIZED PROPERLY. NEC 215.2,
 220, 408.30; FBC 107.2.1 (PLAN PROVIDED HAS SOME
 DUPLICATE SHEETS WITH CONFLICTING INFORMATION. REMOVE
 OLD SHEETS.)
 5. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10 (PLAN PROVIDED HAS SOME DUPLICATE
 SHEETS WITH CONFLICTING INFORMATION. REMOVE OLD
 SHEETS.)
 6. INDICATE WIRE SIZES ON PLAN FOR ANY CIRCUITS TO BE
 INSTALLED. NEC 215.2, 310.15(B)(16); FBC 107.2.1 (PLAN
 PROVIDED HAS SOME DUPLICATE SHEETS WITH CONFLICTING
 INFORMATION. REMOVE OLD SHEETS.)
 7. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,
 DAS, LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD
 SYSTEMS, SIGNS, SITE LIGHTING, AND SWIMMING POOLS
 (WHERE APPLICABLE) ARE NOT INCLUDED IN THE SCOPE OF
 THIS PLAN REVIEW. PROVIDE A BLOCK NOTE INDICATING THE
 REQUIRED SEPARATE PERMITS AND DATA SPECIFICATION SHEET
 SUBMITTALS FOR ANY OF THESE SYSTEMS PRESENT. FBC 105.1,
 107.2.1 (PLAN PROVIDED HAS SOME DUPLICATE SHEETS WITH
 CONFLICTING INFORMATION. REMOVE OLD SHEETS.)
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2018-02-02 Cont ID  
Sent By jpearson Date 2018-02-02 Time 15:16 Rev Time 0.00
Received By jpearson Date 2018-02-02 Time 15:15 Sent To  
Notes
2018-02-02 15:15:55CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. MANY AREAS OF THE PLAN ARE SO LIGHT AS TO BE
 UNREADABLE. PROVIDE PLANS IN LINE WITH THE WEST PALM
 BEACH AMENDMENTS TO THE FBC: 107.2.1.4 QUALITY OF
 BUILDING PLANS. BUILDING PLANS SHALL BE DRAWN TO A
 MINIMUM 1/8 INCH SCALE UPON SUBSTANTIAL PAPER, CLOTH OR
 OTHER ACCEPTABLE MEDIUM. THIS POLICY MAY INCLUDE SUCH
 THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR
 OTHER ITEMS RELATED TO RECORDS MANAGEMENT. FBC 107.2.1
 2. PLAN SHOWS THE 1000 AMP FEED AS (4)400 KCMIL AND A
 2/0 IN AN EXISTING 2 ? CONDUIT. THE TOTAL AREA OF THESE
 WIRES EXCEEDS THE ALLOWABLE SPACE OF 2 ? CONDUIT, SO A
 LARGER SIZE CONDUIT IS REQUIRED. PROVIDE CORRECTION.
 NEC CHAPTER 9, TABLE 2 AND 4.
 3. PLAN SHOWS AN EXISTING 1000 AMP PANEL THAT HAS AN
 800 AMP DISCONNECT BEING CHANGED TO A 1000 AMP
 DISCONNECT FOR NEW FEED. PROVIDE LOAD CALCULATION FOR
 THIS SERVICE TO CONFIRM THE CAPACITY OF THIS IS
 ADEQUATE FOR THE ADDITIONAL LOAD. LOAD CALCULATION
 SHOULD SHOW THE PROPER DEMAND FACTORS, INCLUDING 100%
 OF THE NON-CONTINUOUS LOAD AND 125% OF THE CONTINUOUS
 LOAD FOR SIZING OF FEEDERS. NEC 215.2, 220, 408.30; FBC
 107.2.1
 4. PROVIDE LOAD CALCULATION OF NEW PANELS BEING ADDED
 TO CONFIRM FEEDER AND OCP IS SIZED PROPERLY. NEC 215.2,
 220, 408.30; FBC 107.2.1
 5. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10
 6. INDICATE WIRE SIZES ON PLAN FOR ANY CIRCUITS TO BE
 INSTALLED. NEC 215.2, 310.15(B)(16); FBC 107.2.1
 7. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,
 DAS, LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD
 SYSTEMS, SIGNS, SITE LIGHTING, AND SWIMMING POOLS
 (WHERE APPLICABLE) ARE NOT INCLUDED IN THE SCOPE OF
 THIS PLAN REVIEW. PROVIDE A BLOCK NOTE INDICATING THE
 REQUIRED SEPARATE PERMITS AND DATA SPECIFICATION SHEET
 SUBMITTALS FOR ANY OF THESE SYSTEMS PRESENT. FBC 105.1,
 107.2.1
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2018-12-31 Cont ID  
Sent By pleduc Date 2018-12-31 Time   Rev Time 0.00
Received By pleduc Date 2018-12-31 Time 13:26 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2018-09-21 Cont ID  
Sent By pleduc Date 2018-09-21 Time   Rev Time 0.00
Received By pleduc Date 2018-09-21 Time 13:46 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2018-02-07 Cont ID  
Sent By pleduc Date 2018-02-07 Time   Rev Time 0.00
Received By pleduc Date 2018-02-06 Time 16:26 Sent To  
Notes
2018-02-07 08:41:14THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
 AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE
 PROVISO COMMENTS WILL RESULT IN A FAILED FIRE
 INSPECTION.
  
  
  
 1) ALL FIRE ALARM AND FIRE SPRINKLER WORK SHALL BE DONE
 UNDER SEPARATE SHOP DRAWINGS BY CERTIFIED LIFE SAFETY
 CONTRACTORS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2018-01-08 Cont ID  
Sent By pleduc Date 2018-01-08 Time   Rev Time 0.00
Received By pleduc Date 2018-01-08 Time 11:03 Sent To  
Notes
2018-01-08 13:34:13THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
 AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE
 PROVISO COMMENTS WILL RESULT IN A FAILED FIRE
 INSPECTION.
  
  
  
 1) ALL FIRE ALARM AND FIRE SPRINKLER WORK SHALL BE DONE
 UNDER SEPARATE SHOP DRAWINGS BY CERTIFIED LIFE SAFETY
 CONTRACTORS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 3 Status P Date 2019-01-16 Cont ID  
Sent By tklarge Date 2019-01-16 Time 12:51 Rev Time 0.00
Received By tklarge Date 2019-01-16 Time 09:33 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2018-10-29 Cont ID  
Sent By tklarge Date 2018-10-29 Time 10:49 Rev Time 0.00
Received By tklarge Date 2018-10-29 Time 09:11 Sent To  
Notes
2018-10-29 09:26:32 
 1) CUT SHEETS FOR THE BREW TANKS HAVE BEEN PROVIDED
 EACH INDICATING THAT THEY ARE PRESSURE VESSELS AND
 WOULD REQUIRE CERTIFICATION IN ACCORDANCE WITH THE ASME
 BOILER AND PRESSURE VESSEL CODE. THE CUT SHEETS DO NOT
 INDICATE THE TANKS HAVE THAT CERTIFICATION. PLEASE NOTE
 THAT HOT TANKS D AND E DO NOT LIST THE WORKING
 PRESSURES.
  
 2) PROVIDE THE CLEARANCE DISTANCE FOR THE COMBUSTION
 AIR OPENING TO THE PROPERTY LINE.
  
 3) M-1: THE SUBMITTED MANUFACTURER SPECIFICATIONS FOR
 THE POWER FLAME EQUIPMENT BURNERS INDICATE THEY ARE TO
 BE ATTACHED IN SOME MANNER TO THE HOT LIQUOR AND BREW
 HOUSE TANKS EITHER DIRECTLY OR VIA A HEAT EXCHANGER.
 PLEASE PROVIDE A DETAIL SHOWING HOW THIS ATTACHMENT
 WILL BE MADE, AND HOW BY-PRODUCTS OF COMBUSTION WILL BE
 VENTED FROM THE TANKS OR THE EXHANGERS. THERE IS AN 8"
 VENT INDICATED FOR THE BREW HOUSE (E) ON SHEET M-2
 HOWEVER NO INFORMATION ON VENT SIZNG, VENT TYPE, OR
 VENT RUN WAS PROVIDED EITHER IN THE SPECS OR ON THE
 PLAN AS PREVIOOUSLY REQUESTED. PLEASE NOTE THAT NO VENT
 IS SHOWN FOR THE HOT LIQUOR TANK (D). PROVIDE A VENTING
 DIAGRAM THAT PROVIDES THE REQUESTED MISSING INFORMATION
 AND SUBMIT CUT SHEETS FOR THE VENT PIPE AND TERMINATION
 CAP- SEE SECTIONS 502, 503, AND 504 FBC FG. GAS VENTS
 SHALL TERMINATE IN ACCORDANCE WITH 2014 FBC-FUEL GAS
 SEC.
  
 4) REFER TO SECTION 619.1 FBC FG AND VERIFY THAT THE
 POWER FLAME BURNERS CONFORM TO ANSI Z21.8.
  
 5) THERE IS A DISCREPANCY IN THE PLANS AND THE SPECS ON
 THE REQUIRED COMBUSTION AIR OPENING SIZING FOR THE
 POWER FLAME BURNERS. THE PLANS INDICATE 1 SQ. INCH PER
 3000 BTU/H, HOWEVER THE SPECS INDICATE 1/2 SQ. INCH PER
 1000 BTU/H. PROVIDE THE CORRECT CALCULATION AND OPENING
 SIZE PER THE MANUFACTURER'S SPECS. ADDITIONALLY PLEASE
 REFER TO SECTION 304.6.2 FBC FG FOR THE REQUIRED
 LOCATION OF THE OPENING TO COMMENCE WITHIN 12 INCHES OF
 THE TOP OF THE ENCLOSURE.
  
 6) IN ACCORDANCE WITH SECTIONS 107.1 AND 107.2 WPB ALL
 EQUIPMENT AND APPLIANCE SUBMITTALS INCLUDING THE
 CHILLER AND BREW TANKS SHALL BEAR THE SHOP DRAWING
 STAMP OF THE EOR.
  
 7) THE REGULATOR VENTS FOR THE POWER FLAME BURNERS
 SHALL BE PIPED TO THE EXTERIOR PER 2014 FBC-FUEL GAS
 SEC.410.3. SEE EXCEPTION FOR VENT-LIMITING DEVICE.
  
 8) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE LINE
 PRESSURE REGULATORS FOR THE POWER FLAME BURNERS. FBC
 SEC. 107.2.1.
  
 9) THERE IS ONLY ONE SHEET OF INFORMATION FOR TANK "E"
 AND IT IS JUST A PRODUCT SHEET. SUBMIT ADDITIONAL
 INFORMATION FOR THIS TANK.FBC 107.2.1.
  
 10) SHOW THE DISTANCE FROM THE LINE PRESSURE REGULATORS
 TO THE POWER FLAME BURNERS.
  
 11) COMPLETE PIPING PLANS SHALL BE PROVIDED FOR ALL THE
 TANKS. FBC 107.2.1.
  
 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.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2018-02-06 Cont ID  
Sent By gjohnson Date 2018-02-06 Time 15:52 Rev Time 0.00
Received By gjohnson Date 2018-02-06 Time 15:52 Sent To  
Notes
2018-02-06 15:58:111ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. SHT. P-6 UNDER NATURAL GAS SYSTEM TWO SIZING TABLES
 ARE LISTED SYSTEM IS UNDER SIZED IF TABLE 402.1(1) IS
 USED BOTH TABLE ARE .5 LB SYSTEMS PLEASE CLARIFY. PER
 WPB AMEND TO FBC 107.2.1
  
 2. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE AND
 TERMINATION OF THE GAS VENTS PER FBC-2014 FUEL GAS CODE
 SEC. 502 THRU 505.
  
 3. SUBMIT MANUFACTURER?S SPECIFICATION SHEETS FOR ALL
 NEW GAS EQUIPMENT AND REGULATORS TO VERIFY COMPLIANCE
 WITH STANDARDS NFPA 54, NFPA 58, AND FBC-2014 FUEL GAS
 SEC. 402.2
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2019-02-06 Cont ID  
Sent By rmcdouga Date 2019-02-06 Time 07:44 Rev Time 0.00
Received By rmcdouga Date 2019-01-30 Time 15:03 Sent To  
Notes
2019-01-31 15:04:01C06
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2019-01-30 Cont ID  
Sent By rmcdouga Date 2019-01-30 Time 07:39 Rev Time 0.00
Received By rmcdouga Date 2019-01-25 Time 18:23 Sent To  
Notes
2019-02-05 15:21:29ROUTED FROM ZONING TO PERMIT LIBRARIAN 2/5/2019 EL
2019-01-28 12:57:171/28 TO LIZ LEVESQUE
  
  
2019-01-25 18:24:06TO RM DESK
  
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2019-01-22 Cont ID  
Sent By cpuell Date 2019-01-22 Time 16:27 Rev Time 0.00
Received By cpuell Date 2018-12-26 Time 12:51 Sent To  
Notes
2018-12-27 12:51:37C34
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-12-04 Cont ID  
Sent By cpuell Date 2018-12-04 Time 17:20 Rev Time 0.00
Received By cpuell Date 2018-11-29 Time 11:35 Sent To  
Notes
2019-01-22 15:00:36ROUTED FROM ZONING TO PERMIT LIBRARIAN 1/22/19 EL
2018-12-03 11:35:56C34
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-11-05 Cont ID  
Sent By cpuell Date 2018-12-04 Time 15:20 Rev Time 0.00
Received By cpuell Date 2018-09-17 Time 15:30 Sent To  
Notes
2018-10-22 11:07:18ROUTED FROM ZONING TO LM 10/22/18
2018-09-18 15:30:09C34
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date   Cont ID  
Sent By   Date 2018-02-22 Time   Rev Time 0.00
Received By lmarchan Date 2018-02-01 Time 09:31 Sent To  
Notes
2018-02-02 09:36:16C22
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-02-02 Cont ID  
Sent By lmarchan Date 2018-02-02 Time 09:30 Rev Time 0.00
Received By lmarchan Date 2017-12-29 Time 10:41 Sent To  
Notes
2018-01-03 10:41:10C22
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2018-01-12 Cont ID  
Sent By jwitmer Date 2018-01-12 Time 13:56 Rev Time 0.00
Received By jwitmer Date 2018-01-11 Time 13:50 Sent To  
Notes
2018-01-12 13:55:5501/12/2017 CALLED THE COUNTY IMPACT FEE OFFICE, NO
 CHANGE OF OCCUPANCY NO INCREASE IN SQUARE FEET, NO
 REVIEW REQUIRED. JWL
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2019-01-03 Cont ID  
Sent By ccole Date 2019-01-03 Time 17:32 Rev Time 0.00
Received By ccole Date 2019-01-03 Time 14:56 Sent To  
Notes
2019-01-03 17:33:29MECHANICAL PROVISOS.
 1/3/18
  
 1) COMMISSIONING OF THE BREWERY OR DISTILLERY SYSTEM
 SHALL BE PERFORMED BY A THIRD PARTY AGENCY (FL.
 LICENSED ENGINEER OR FL. LICENSED MECHANICAL
 CONTRACTOR), OR BY THE MANUFACTURER OF THE SYSTEM, AND
 A LETTER OR REPORT CERTIFYING THE INSTALLATION AND
 FUNCTIONING OF THE SYSTEM SHALL BE PROVIDED. THE LETTER
 AND/OR REPORT SHALL BE REVIEWED AND APPROVED BY THE FL.
 LICENSED ENGINEER OR ARCHITECT IN RESPONSIBLE CHARGE OF
 THE PROJECT.
  
 2) TEST AND BALANCE REPORT FOR THE HVAC SYSTEMS DUE AT
 FINAL MECHANICAL INSPECTION.
  
 3) DEFERRED SUBMITTALS:
  
 A) WIND LOAD ENGINEERING FOR INSTALLATION OF THE
 OUTDOOR CHILLER ON THE WALL MOUNTED PLATFORM.
  
 B) GAS VENT PIPING, VENT TERMINATION CAP, AND VENT
 SUPPORT STRAPS.
  
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2018-10-18 Cont ID  
Sent By ccole Date 2018-10-18 Time 15:14 Rev Time 0.00
Received By ccole Date 2018-10-18 Time 11:33 Sent To  
Notes
2018-10-18 16:33:303RD REVIEW FBC-2014 MECHANICAL
 PERMIT #17121030
 10/18/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 SOME OF THE COMMENTS FROM THE 1ST AND 2ND REVIEW HAVE
 NOT BEEN ADDRESSED COMPLETELY AND STILL EXIST. I HAVE
 REPRINTED THOSE COMMENTS BELOW, HOWEVER THE NUMERICAL
 AND ALPHABETICAL ORDERS HAVE CHANGED. OTHER COMMENTS
 THAT HAVE BEEN ADDRESSED HAVE BEEN DELETED. IN ORDER TO
 EXPEDITE REVIEW OF THE RESUBMITTED PLANS, PLEASE
 PROVIDE A RESPONSE NARRATIVE ADDRESSING EACH REMAINING
 AND EACH NEW COMMENT.
  
 1) THE MINIMUM VENTILATION CALCULATIONS FOR EXHAUST
 SYSTEMS WERE NOT PROVIDED. THERE IS A NEW EXHAUST FAN
 (EF-A) IN THE BREW TANK ROOM. PLEASE PROVIDE THE SIZING
 CALCULATIONS AND THE SEQUENCE OF OPERATION FOR THE FAN.
  
 2) THE REQUESTED CUT SHEET FOR THE NEW CHILLER WAS NOT
 PROVIDED- PLEASE PROVIDE.
  
 3) CUT SHEETS FOR THE BREW TANKS HAVE BEEN PROVIDED
 EACH INDICATING THAT THEY ARE PRESSURE VESSELS AND
 WOULD REQUIRE CERTIFICATION IN ACCORDANCE WITH THE ASME
 BOILER AND PRESSURE VESSEL CODE. THE CUT SHEETS DO NOT
 INDICATE THE TANKS HAVE THAT CERTIFICATION. PLEASE NOTE
 THAT HOT TANKS D AND E DO NOT LIST THE WORKING
 PRESSURES.
  
 4) THE REQUESTED WIND LOAD ENGINEERING FOR THE CHILLER
 WAS NOT PROVIDED. THE NEW NOTE ON S-2 INDICATES IT WILL
 BE DONE UNDER A SEPARATE PERMIT WHICH IS NOT
 ACCEPTABLE. PLEASE PROVIDE THE ENGINEERING OR REQUEST
 IT TO BE A DEFERRED SUBMITTAL.
  
 5) WORKING CLEARANCES AND ANCHORING DETAILS FOR THE
 BREW TANKS NOT PROVIDED.
  
 6) PROVIDE THE CLEARANCE DISTANCE FOR THE COMBUSTION
 AIR OPENING TO THE PROPERTY LINE, AND SUBMIT MIAMI-DADE
 NOA # 16-0201.08. PLEASE NOTE FL. PRODUCT APPROVAL
 #12941.1 IS NOT VALID FOR 2017.
  
 7) M-1: THE SUBMITTED MANUFACTURER SPECIFICATIONS FOR
 THE POWER FLAME EQUIPMENT BURNERS INDICATE THEY ARE TO
 BE ATTACHED IN SOME MANNER TO THE HOT LIQUOR AND BREW
 HOUSE TANKS EITHER DIRECTLY OR VIA A HEAT EXCHANGER.
 PLEASE PROVIDE A DETAIL SHOWING HOW THIS ATTACHMENT
 WILL BE MADE, AND HOW BY-PRODUCTS OF COMBUSTION WILL BE
 VENTED FROM THE TANKS OR THE EXHANGERS. THERE IS AN 8"
 VENT INDICATED FOR THE BREW HOUSE (E) ON SHEET M-2
 HOWEVER NO INFORMATION ON VENT SIZNG, VENT TYPE, OR
 VENT RUN WAS PROVIDED EITHER IN THE SPECS OR ON THE
 PLAN AS PREVIOOUSLY REQUESTED. PLEASE NOTE THAT NO VENT
 IS SHOWN FOR THE HOT LIQUOR TANK (D). PROVIDE A VENTING
 DIAGRAM THAT PROVIDES THE REQUESTED MISSING INFORMATION
 AND SUBMIT CUT SHEETS FOR THE VENT PIPE AND TERMINATION
 CAP- SEE SECTIONS 502, 503, AND 504 FBC FG.
  
 8) REFER TO SECTION 619.1 FBC FG AND VERIFY THAT THE
 POWER FLAME BURNERS CONFORM TO ANSI Z21.8.
  
 9) THERE IS A DISCREPANCY IN THE PLANS AND THE SPECS ON
 THE REQUIRED COMBUSTION AIR OPENING SIZING FOR THE
 POWER FLAME BURNERS. THE PLANS INDICATE 1 SQ. INCH PER
 3000 BTU/H, HOWEVER THE SPECS INDICATE 1/2 SQ. INCH PER
 1000 BTU/H. PROVIDE THE CORRECT CALCULATION AND OPENING
 SIZE PER THE MANUFACTURER'S SPECS. ADDITIONALLY PLEASE
 REFER TO SECTION 304.6.2 FBC FG FOR THE REQUIRED
 LOCATION OF THE OPENING TO COMMENCE WITHIN 12 INCHES OF
 THE TOP OF THE ENCLOSURE.
  
 10) SHEET M-2: IT IS NOT CLEAR IF AIR FROM THE NEW
 ENCLOSED BREWERY ROOM WILL BE RECIRCULATED TO THE
 OCCUPIED DINING AREAS, HOWEVER BASED ON TABLE 403.3.1.1
 RECIRCULATION OF AIR FROM KITCHEN COOKING AREAS IS
 PROHIBITIED, AND ALTHOUGH BREWERY AREAS ARE NOT LISTED
 IN THE TABLE, THE KITCHEN OCCUPANCY WOULD BE THE MOST
 SIMILAR- SEE SECTION 404.3.1.1 FOR AN EXPALNATION OF
 THIS.
  
 11) IN ACCORDANCE WITH SECTIONS 107.1 AND 107.2 WPB ALL
 EQUIPMENT AND APPLIANCE SUBMITTALS INCLUDING THE
 CHILLER AND BREW TANKS SHALL BEAR THE SHOP DRAWING
 STAMP OF THE EOR.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2018-02-22 Cont ID  
Sent By ccole Date 2018-02-22 Time 11:02 Rev Time 0.00
Received By ccole Date 2018-02-22 Time 10:21 Sent To I
Notes
2018-02-22 11:05:532ND REVIEW FBC-2014 MECHANICAL
 PERMIT #17121030
 2/22/18
  
 PLAN REVIEW RESULTS: DENIED.
  
  
 1) MANY OF THE COMMENTS FROM THE 1ST REVIEW HAVE NOT
 BEEN ADDRESSED AND STILL EXIST. I HAVE REPRINTED THOSE
 COMMENTS BELOW. OTHER COMMENTS THAT HAVE BEEN ADDRESSED
 HAVE BEEN DELETED. IN ORDER TO EXPEDITE REVIEW OF THE
 RESUBMITTED PLANS, PLEASE PROVIDE A RESPONSE NARRATIVE
 ADDRESSING EACH REMAINING AND EACH NEW COMMENT. PLEASE
 PROVIDE:
  
 A) COMPLETE DUCT LAYOUT DRAWINGS THAT SHOW ALL NEW AND
 RELOCATED DUCTS, DIFFUSERS, GRILLS, FIRE DAMPERS, DUCT
 SMOKE DETECTORS ETC. (SECOND FLOOR PLAN HAS BEEN
 SUBMITTED NO PLAN SUBMITTED FOR THE FIRST FLOOR).
  
 B) AIR DEVICE SCHEDULE
  
 C) DUCT HANGING, CONNECTION, AND SUPPORT DETAILS
  
 B) MINIMUM VENTILATION CALCULATIONS FOR ALL ROOMS AND
 SPACES. (IT IS NOT CLEAR IF ADEQUATE O/A IS BEING
 PROVIDED TO THE ALTERED ROOMS AND SPACES.
  
 D) MINIMUM VENTILATION CALCULATIONS FOR EXHAUST SYSTEMS
  
 G) EQUIPMENT SCHEDULES AND CUT SHEETS FOR THE BREW
 TANKS, CHILLER, BOILER, FLUE VENTS, REFRIGERATION,
 APPLIANCES ETC.
  
 I) WORKING CLEARANCES FOR EQUIPMENT AND ACCESS FOR
 SERVICE AND REPLACEMENT.
  
 J) EQUIPMENT ANCHORING DETAILS
  
 K) WIND LOAD ENGINEERING FOR ALL EXTERIOR MOUNTED
 APPLIANCES AND EQUIPMENT.
  
 L) OUTDOOR AIR INLET AND EXHAUST OUTLET LOCATIONS,
 CLEARANCES AND OPENING PROTECTIONS.
  
 2) ADVISORY: SEPARATE PERMITS ARE REQUIRED FOR KITCHEN
 HOODS, FIRE SUPPRESSION, AND WALK-IN COOLERS AND
 FREEZERS. PLEASE PLACE NOTES ON THE PLAN ACCORDINGLY.
  
 3) SHEET M-1: SHOW THE LOCATION OF THE BOILER AND
 SUBMIT MANUFACTURER'S SPECIFICATIONS PER SECTION 631
 FBC-14 FUEL GAS.THE NEW COMBUSTION AIR OPENING APPEARS
 TO BE LOCATED BY THE BREW TANKS, THE BOILER IS NOT
 SHOWN AND THERE IS NO EQUIPMENT SCHEDULE PROVIDED,
 PLEASE NOTE THAT THE BOILER MAY BE REQUIRED TO BE IN A
 FIRE-RATED ROOM PER TABLE 509 FBC-14 BUILDING.
  
 4) M-1: PROVIDE A VENTING PLAN FOR THE BOILER
 INDICATING THE TYPE AND SIZE OF FLUE PIPE, LENGTH OF
 THE VENT RUN, TERMINATION HEIGHT ABOVE THE ROOF, AND
 CLEARANCE DISTANCES TO GRAVITY AND MECHANICAL AIR
 INTAKES- SECTION 503 FBC-14 FUEL GAS
  
 5) M-1: SUBMIT MANUFACTURER SPECIFICATIONS FOR THE
 POWER FLAME EQUIPMENT BURNERS AND INDICATE WHAT
 FUNCTION THEY ARE PERFORMING IN THE BREWING PROCESS.
 BECASUE THESE BURNERS ARE ATTACHED TO TANKS, PLEASE
 PROVIDE THE WORKING PRESSURE OF THE TANKS, AND NOTE
 THAT PRESSURE VESSELS EXCEEDING 15 PSI SHALL BE IN
 ACCORDANCE WITH THE ASME BOILER AND PRESURE VESSEL
 CODE-
  
 SECTION 1003.1 FBC-14 MECHANICAL.
  
 6) M-1: INDICATE HOW COMBUSTION AIR IS BEING PROVIDED
 TO THE POWER FLAME UNITS AND PROVIDE CALCULATIONS PER
 SECTION 304 FBC-14 FUEL GAS.
  
 7) M-1: PROVIDE A VENTING PLAN FOR THE EQUIPMENT
 BURNERS INDICATING THE TYPE AND SIZE OF VENT PIPE,
 LENGTH OF THE VENT RUN, TERMINATION HEIGHT ABOVE THE
 ROOF OR FROM GRADE, AND CLEARANCE DISTANCES TO GRAVITY
 AND MECHANICAL AIR INTAKES- SECTION 503 FBC-14 FUEL
 GAS.
  
 8) M-1: PROVIDE A FLORIDA PRODUCT APPROVAL OR
 MIAMI-DADE NOA FOR THE NEW BOILER COMBUSTION AIR
 OPENING- RULE 9N-03 FLORIDA ADMINISTRATIVE CODE. REFER
 TO SECTIIO N 304.6.2 AND PROVIDE A NOTE OR ELEVATION
 DRAWING TO INDICATE THE LOCATION OF THE COMBUSTION AIR
 OPENING.
  
  
 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 2018-01-29 Cont ID  
Sent By ccole Date 2018-01-29 Time 08:11 Rev Time 0.00
Received By ccole Date 2018-01-29 Time 07:22 Sent To  
Notes
2018-01-29 08:36:311ST REVIEW FBC-2014 MECHANICAL & EXISTING BUILDING
 CODES, WPB AMENDMENTS TO THE FBC.
 PERMIT #17121030
 1/29/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET CS: THE ARCHITECT OF RECORD HAS PROVIDED
 CONFUSING INFORMATION ON THE PLANS REGARDING THE
 PERMITTING OF THE MECHANICAL WORK ON THE PROJECT. THE
 ARCHITECT STATES THAT MEP SHEETS ARE ATTACHED BUT THEN
 HAS A NOTE STATING "UNDER SEPARATE PERMIT". THAT NOTE
 APPEARS TO BE IN CONFLICT WITH THE SCOPE OF WORK NOTES
 WHICH INDICATE NEW DUCTWORK AND RELOCATION OF
  
 DUCTWORK. CURRENTLY NO MECHANICAL PLANS OR
 SPECIFICATIONS HAVE BEEN SUBMITTED FOR REVIEW.
  
 REFER TO SECTION 107.3.5.1.4 AND REVIEW THE MINIMUM
 MECHANICAL PLAN REVIEW CRITERIA REQUIRED FOR
 PERMITTING. PERTAINING TO THE PROPOSED PROJECT PLEASE
 PROVIDE COMPLETE MECHANICAL PLANS UNDER THIS PERMIT, OR
 SEPARATE PERMIT, INCLUDING BUT NOT LIMITED TO:
  
 A) DUCT LAYOUT DRAWINGS THAT SHOW ALL NEW AND RELOCATED
 DUCTS, DIFFUSERS, GRILLS, FIRE DAMPERS, DUCT SMOKE
 DETECTORS ETC.
  
 B) AIR DEVICE SCHEDULE
  
 C) DUCT HANGING, CONNECTION, AND SUPPORT DETAILS
  
 B) MINIMUM VENTILATION CALCULATIONS FOR ALL ROOMS AND
 SPACES
  
 D) MINIMUM VENTILATION CALCULATIONS FOR EXHAUST SYSTEMS
  
 E) COOLING AND HEATING LOAD CALCULATIONS FOR ALL NEW AC
 SYSTEMS
  
 F) COMBUSTION AIR CALCULATIONS FOR ALL GAS-FIRED
 EQUIPMENT
  
 G) EQUIPMENT SCHEDULES AND CUT SHEETS FOR THE BREW
 TANKS, CHILLER, BOILER, FLUE VENTS, REFRIGERATION,
 APPLIANCES ETC.
  
 H) CHILLER WATER AND STEAM PIPING LAYOUT PLANS AND
 SPECIFICATIONS.
  
 I) WORKING CLEARANCES FOR EQUIPMENT AND ACCESS FOR
 SERVICE AND REPLACEMENT.
  
 J) EQUIPMENT ANCHORING DETAILS
  
 K) WIND LOAD ENGINEERING FOR ALL EXTERIOR MOUNTED
 APPLIANCES AND EQUIPMENT.
  
 L) OUTDOOR AIR INLET AND EXHAUST OUTLET LOCATIONS,
 CLEARANCES AND OPENING PROTECTIONS.
  
 2) ADVISORY: SEPARATE PERMITS ARE REQUIRED FOR KITCHEN
 HOODS, FIRE SUPPRESSION, AND WALK-IN COOLERS AND
 FREEZERS.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2019-01-16 Cont ID  
Sent By tklarge Date 2019-01-16 Time 09:33 Rev Time 0.00
Received By tklarge Date 2019-01-10 Time 12:34 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2018-10-29 Cont ID  
Sent By tklarge Date 2018-10-29 Time 10:48 Rev Time 0.00
Received By tklarge Date 2018-10-29 Time 09:08 Sent To  
Notes
2018-10-29 10:39:151) THE CHANNEL DRAIN SHALL BE EQUIPPED WITH A TRAP
 PRIMER. 2014 FBC-PLUMBING SEC.1002.4.
 2) SHT. A7.1 - ELEVATION "B" - THE TOILET PAPER
 DISPENSER SHALL BE LOCATED 7-9 INCHES TO THE CENTERLINE
 OF THE DISPENSER. 2014 FBC-ACCESS. SEC.604.7.
 3) SHT. A7.1 - ELEVATIONS A & B - THE HEIGHT OF THE
 GRAB BARS SHALL BE MEASURED TO THE TOP OF THE GRIPPING
 SURFACE. 2014 FBC-ACCESS. SEC. 609.4.
 4) THE MIRROR SHALL BE INSTALLED WITH THE BOTTOM EDGE
 OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND. 2014 FBC-ACCESS SEC. 603.3.
 5) SHT. P.5 - HOW IS THE HAND SINK ON THE 2ND FLOOR
 BEING VENTED? THE SANITARY RISER SHOWS IT AS AN "S"
 TRAP. CLARIFY.
 6) THE DRAIN FOR THE HAND SINK AND FLOOR SINK ON THE
 2ND FLOOR AND THE SINK ON THE FIRST FLOOR MUST CONNECT
 TO THE 1ST FLOOR HORIZONTAL DRAIN DOWNSTREAM OF THE
 BATHROOM GROUP. 2014 FBC-PLUMBING SEC.912.1.
 7) REMOVE ALL THE OLD PLUMBING SHEETS FROM THE PLAN
 SETS.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2018-02-06 Cont ID  
Sent By gjohnson Date 2018-02-06 Time 14:44 Rev Time 0.00
Received By gjohnson Date 2018-02-02 Time 11:11 Sent To  
Notes
2018-02-06 15:50:381ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. THE FIXTURES IN THE NEW BAR AREA SHOULD NOT BE
 CONNECTED TO THE GREASE WASTE UNLESS FOOD PREP OR
 COOKING IS BEING DONE IN THIS AREA. FIXTURES THAT DON'T
 PRODUCE GREASY WASTE SHALL NOT DISCHARGE TO GREASE
 INTERCEPTOR, OR PROVIDE SIZING CALCULATIONS WITH NEW
 GREASE WASTE LOAD. PER FBC PL 1003.3.1
  
 2. THE NEW HAND SINK ON SECOND LEVEL SHALL BE PROVIDED
 WITH HOT WATER. PER FBC PL 607.1
  
 3. THE FLOOR DRAIN ON THE SECOND LEVEL IS SHOWN AS 3"
 ON THE ISOMETRIC DRAWING THE BRANCH DRAIN CONNECTED TO
 IT IS SHOWN AS 2" A PIPE CAN NOT DECREASE IN SIZE IN
 THE DIRECTION OF FLOW.PER FBC PL 704.2
  
 4. A TRAP PRIMER IS REQUIRED ON THE FLOOR DRAINS . PER
 FBC PL 1002.4
  
 5. PLEASE PROVIDE A RISER DIAGRAM FOR ALL PROCESS
 PIPING FOR BREWING. PER WPB AMEND TO FBC
 107.3.5.1.3(13)
  
 6. PROVIDE MANUFACTURE SPECIFICATIONS FOR THE BREWING
 EQUIPMENT. PER WPB AMEND TO FBC 107.2.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status N Date 2018-11-05 Cont ID  
Sent By jwitmer Date 2018-11-05 Time 13:37 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 5 Status P Date 2019-02-05 Cont ID  
Sent By elevesqu Date 2019-02-05 Time 15:20 Rev Time 0.00
Received By elevesqu Date 2019-02-05 Time 15:20 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status F Date 2019-01-28 Cont ID  
Sent By elevesqu Date 2019-01-28 Time 14:36 Rev Time 0.00
Received By elevesqu Date 2019-01-28 Time 14:32 Sent To B
Notes
2019-01-28 14:36:43IF RAMP IS NOT PROPOSED, IT NEEDS TO BE REMOVED FROM
 LIFE SAFETY PLANS SHEET A1.0 AS THIS IS THE SHEET
 REVIEWED BY FIRE DEPARTMENT AND BUILDING DEPARTMENT
  
 IF RAMP IS NOT PROPOSED, IT NEEDS TO BE REMOVED FROM
 ELEVATIONS SHEET A6.0
  
 PLEASE ENSURE ALL OTHER PLANS ARE CONSISTENT.
  
 LIZ LEVESQUE, URBAN DESIGN PLANNER
 561 422 1426
 [email protected]
Review Stop Z ZONING
Rev No 3 Status F Date 2019-01-22 Cont ID  
Sent By elevesqu Date 2019-01-22 Time 14:59 Rev Time 0.00
Received By elevesqu Date 2019-01-22 Time 14:58 Sent To  
Notes
2019-01-22 14:59:32RAMP TO DOOR ENTRANCE CANNOT BE LOCATED IN THE ROW-
 PLEASE LOCATE INSIDE.
  
 PLEASE MAKE NOTE: NEW DOORS TO MATCH MULLION PATTERN OF
 EXISTING ADJACENT DOORS TO EXTENT POSSIBLE.
  
 LIZ LEVESQUE, URBAN DESIGN PLANNER
 561 822 1426
 [email protected]
Review Stop Z ZONING
Rev No 2 Status P Date 2018-10-22 Cont ID  
Sent By elevesqu Date 2018-10-19 Time 09:51 Rev Time 0.00
Received By elevesqu Date 2018-10-19 Time 09:51 Sent To  
Notes
2018-10-22 11:06:39PROVISO: OUTDOOR SEATING TO BE REVIEWED THROUGH
 SEPARATE PERMIT.
  
 LIZ LEVESQUE, URBAN DESIGN PLANNER
 561 822 1426
 [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2018-02-08 Cont ID  
Sent By AA Date 2018-02-08 Time 13:44 Rev Time 0.00
Received By aaponte Date 2018-02-08 Time 13:44 Sent To  
Notes
2018-02-08 13:53:171. NEW WALL ON NARCISSUS AVE SHALL NOT HAVE A FOOT REST
 ATTACHED TO IT (EXTERIOR).
 2. PACKAGE SALES ARE NOT PERMITTED AT THIS LOCATION.


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