Plan Review Notes
Plan Review Notes For Permit 17121030
Permit Number 17121030
Review Stop B
Sequence Number 2
Notes
Date Text
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]
  


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