Plan Review Notes
Plan Review Notes For Permit 18101337
Permit Number 18101337
Review Stop B
Sequence Number 1
Notes
Date Text
2018-12-18 09:51:542017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 18101337
 ADD: 1831 PALM BEACH LAKES BLVD.
 CONT: TBD/ TO BE DETERMINED
 TEL: ??????? / KARI NEVILLE
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
  
 1ST REVIEW
 DATE: MON. DEC.
 ACTION: DENIED
  
  
 SHELL BUILDING COMMENTS:
  
 1) THERE APPEARS TO BE CONFUSION AS TO WHAT THIS PERMIT
 APPLICATION AND PLANS ARE FOR. PLEASE NOTE THE
 APPLICATION INDICATES GROUND UP CONSTRUCTION OF TENANT
 BUILDING. THIS DESCRIPTION WOULD MAKE IT SOUND A SINGLE
 TENANT, WHEREAS THE LIFE SAFETY PLAN 003-LS01 INDICATES
 (2) TENANTS. PLEASE ALSO NOTE THE PLAN HEADER STATES
 MARKETPLACE AT THE OUTLETS BUILDING D SHELL. PLEASE
 NOTE ONE SET OF PLANS CAN BE SUBMITTED AND 3 PERMIT
 APPLICATIONS, 1 PERMIT APPLICATION FOR THE SHELL, AND 2
 PERMIT APPLICATIONS FOR EACH OF THE PROPOSED TENANT
 BUILD OUTS. WE NEED THIS FOR PERMIT TRACKING. IF AN
 EARLY START SHELL/ FOUNDATION PERMIT IS REQUESTED, WE
 CAN ISSUE THE SHELL WITH THE TENANT FIT UPS FOLLOWING
 AFTER, EACH TENANT FIT UP THEN COULD BE ISSUED
 SEPARATELY. THIS IS HOW PHASE 1 AND PHASE 2 OF THE
 OUTLET MALL WAS ISSUED. 107.2.1.2. ADDITIONAL
 INFORMATION IS REQUIRED.
  
 2) SHEET 004-A100 SITE PLAN. PLEASE NOTE THERE IS NO
 PROPERTY LINES OR ASSUMED PROPERTY LINES DESIGNATING
 WHERE AN ASSUMED PROPERTY LINE WOULD BE ASSUMED FOR
 COMPLIANCE WITH 2017 FBC-B TABLE 602 FIRE RESISTANCE
 RATING OF EXTERIOR WALLS BASED ON FIRE SEPARATION
 DISTANCE AND TABLE 705.8 MAXIMUM ALLOWABLE WINDOW
 OPENINGS VERSES FIRE SEPARATION DISTANCE AND DEGREE OF
 OPENING PROTECTION.
  
 3) SHEET 004-A100 SITE PLAN. WITHOUT THE KNOWLEDGE OF
 AN ASSUMED PROPERTY LINE FOR PARKING SPACES COMPLIANCE
 WITH THE 2017 FBC-ACCESSIBILITY CODE TABLE 208.2.
  
 4) THE PERMIT APPLICATION SUBMITTED 18101338 IS ALSO
 FOR THE SAME WORK WITH A DIFFERENT DOLLAR AMOUNT.
 PLEASE PROVIDE WHAT VALUE IS FOR THE SHELL BUILDING IS
 AND THE VALUE OF EACH TENANT SPACE SO THE BUILDINGS
 DOLLAR VALUE CAN BE DETERMINED, SHOW THE DOLLAR AMOUNT
 TO BE DEDUCTED FOR FIRE SPRINKLER AND FIRE ALARM
 PERMITS. 2017 WEST PALM BEACH ADMINISTRATIVE CODE
 109.3* BUILDING PERMIT VALUATION.
  
 5) SHEET 028-S000. GENERAL NOTES. FOUNDATIONS) NOTE # 1
 INDICATES THE FOUNDATION DESIGN WAS BASED ON THE
 GEOTECHNICAL REPORT BY ARDAMAN & ASSOCIATES, INC. DATED
 JUNE 28, 2016. PLEASE SUBMIT EITHER DIGITAL REPORT WITH
 AN ELECTRONIC SIGNATURE OR 1 PAPER REPORT WITH AN
 ORIGINAL SIGNATURE, DATE AND SEAL.
 61G15-23.002 ENGINEER SEAL SIGNATURE AND DATE SHALL BE
 AFFIXED, (PAPER).
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS.
  
 6A) SHEET 028-S000. GENERAL NOTES. A PORTION OF THE
 WIND DESIGN LOADS ARE GIVEN UNDER GN-DESIGN LOADS. WHAT
 IS MISSING IS THE MEAN ROOF HEIGHT SO THE COMPONENTS
 AND CLADDING VULT PRESSURES AT THIS TIME ARE ONLY
 ASSUMPTIONS, THEY CANNOT BE VERIFIED UNTIL THE MEAN
 ROOF HEIGHT IS GIVEN WITH MULTIPLIERS. ) A HEIGHT AND
 EXPOSURE ADJUSTMENT COEFFICIENT, * SHALL BE DETERMINED
 FROM TABLE 1609.7.2. ASCE 7-10.
 NOTE ON SHEET 042-S601 THE WIND DIAGRAM NOTE # 6 DOES
 GIVE THE MEAN ROOF HEIGHT OF 18 FEET AND THE ROOF ZONES
 1,2 & 3VULT PRESSURES ARE GIVEN, THE VALUES ARE GIVEN
 FOR 10 SQ. FT. TRIBUTARY AREA, HAVE BEEN VERIFIED/
 CORRECT.
  
 6B) SHEET 028-S000. GENERAL NOTES. A PORTION OF THE
 WIND DESIGN LOADS ARE GIVEN UNDER GN-DESIGN LOADS. THE
 COMPONENTS AND CLADDING PRESSURES STATE THEY ARE GIVEN
 IN VULT SINCE THEY NEED TO BE MULTIPLIED BY 0.6 FOR THE
 SERVICE LOADS. PLEASE CONVERT SO THE PRESSURES CAN BE
 VERIFIED, ALL PRODUCT APPROVALS ARE IN VASD. 1609.3.1
 WIND SPEED CONVERSION VULT TO VASD.
  
 7) 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 ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (G) EXTERIOR PRE-ENGINEERED A/C STANDS
  
 7A) 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..
  
 7B) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 7C) 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF
 THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 7D) 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.
 7E) 2017 FBC-ACCESSIBILITY CODE. 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.
  
 7F) EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL
 FOR THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE
 MANUFACTURERS INSTALLATION BROCHURE PROVIDING
 COMPLIANCE WITH 2014 FBC-B SECTIONS;
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.3 STRUCTURAL DESIGN.
 1408.4 WEATHER RESISTANCE.
 1408.4.1 EIFS WITH DRAINAGE.
 408.4.1.1 WATER-RESISTIVE BARRIER.
 1408.5 INSTALLATION. EFIS MANUFACTURES INSTRUCTIONS.
  
 7G) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY
 ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES
 FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL
 LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE SHEET AS CALCULATED IN
 COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 7H) THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE
 REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE
 FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW)
 OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND,
 THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS,
 WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES,
 ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE
 STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL
 IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT.
  
 8) THE STRUCTURAL SHEET 029-S001 INDICATES A STRUCTURAL
 STEEL BUILDING. ON THIS SHEET THERE ARE 35 NOTES
 DEALING WITH STEEL CONNECTIONS EITHER BOLTED OR WELDED
 CONNECTIONS. THE CITY OF WEST PALM BEACH WILL INSPECT
 ALL ASPECTS OF THE BUILDING STRUCTURE WITH THE
 EXCEPTION OF THE BOLTED AND WELDED CONNECTIONS. PLEASE
 HAVE A 3RD PARTY FLORIDA PROFESSIONAL ENGINEER DO THE
 INSPECTIONS ON ALL OF THE BOLTED AND WELDED CONNECTIONS
 AND HAVE THE SIGNED AND SEALED AFFIDAVIT ON THE JOBSITE
 AT THE TIME OF THE FRAMING INSPECTION. PLEASE ADD NOTE
 ON THIS SHEET REQUIRING A 3RD PARTY FLORIDA
 PROFESSIONAL ENGINEER TO COMPLETE THE INSPECTIONS FOR
 BOLTED AND WELDED CONNECTIONS.
 2017 FBC-B 2204.1 WELDING
 2017 FBC-B 2204.2 BOLTING.
  
 9) SHEETS A320 THROUGH A328 ALL HAVE COMMON KEY NOTES
 ON EACH PAGE:
  
 9A) NOTES 18, 19, 27, 29, AND 31 ON ALL THE ABOVE
 LISTED SHEETS REFER TO 5/8 INCH EXTERIOR PLYWOOD
 SHEATHING. ONLY NOTE 28 INDICATES THE EXTERIOR OF THE
 BUILDING IS TO HAVE 5/8 INCH FIRE RETARDANT TREATED
 PLYWOOD. PLEASE REVIEW THE 2017 FBC-B 603 COMBUSTIBLE
 MATERIAL IN TYPES I AND II CONSTRUCTION
 603.1 ALLOWABLE MATERIALS.
 (1.) FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN:
 1.2. NONBEARING EXTERIOR WALLS WHERE
 FIRE-RESISTANCE-RATED CONSTRUCTION IS NOT REQUIRED.
 PLEASE UPDATE PLANS TO SHOW FIRE-RETARDANT TREATED
 PLYWOOD.
  
 9B) NOTES 27, 29, & 31 ALL INDICATE A MORTAR BED AND
 LATH. PLEASE PROVIDE ADDITIONAL INFORMATION ON THE TYPE
 OF WIRE LATH THAT IS TO BE INSTALLED ON THE EXTERIOR OF
 THE BUILDING. FBC-B TABLE 2507.2 ASTM C 847
 TYPE OF LATH, DIAMOND MESH, FLAT RIB, 3/8 INCH RIB AND
 WEIGHT, LB. / YD2.
  
 9C) NOTES 27, 29, & 31 ALL INDICATE A MORTAR BED AND
 LATH. PLEASE PROVIDE ADDITIONAL INFORMATION ON THE TYPE
 OF WATER-RESISTIVE BARRIER AND COMPLIANCE WITH 2017
 FBC-B NOTES 27, 29, & 31 ALL INDICATE A MORTAR BED AND
 LATH. PLEASE PROVIDE ADDITIONAL INFORMATION ON THE
 TYPE. EXCEPTION: WHERE THE WATER-RESISTIVE BARRIER THAT
 IS APPLIED OVER WOOD-BASED SHEATHING HAS A WATER
 RESISTANCE EQUAL TO OR GREATER THAN THAT OF A
 WATER-RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE
 II AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING,
 SUBSTANTIALLY NONWATER-ABSORBING LAYER OR DRAINAGE
 SPACE.
  
 10) SHEETS 009-A300, 024-A800 & 052-P211. ROOF
 DRAINAGE. (SHEET P211 STORM PLAN).
  
 10A) PLEASE NOTE NONE OF THE STATED ABOVE SHEETS
 PROVIDE COMPLIANCE WITH THE 2017 FBC-B/ P CODES. PLEASE
 SHOW COMPLIANCE WITH:
 1503.4 ROOF DRAINAGE. UNLESS ROOFS ARE SLOPED TO DRAIN
 OVER ROOF EDGES, DESIGN AND INSTALLATION OF ROOF
 DRAINAGE SYSTEMS SHALL COMPLY WITH SECTION 1503 AND THE
 FLORIDA BUILDING CODE, PLUMBING, CHAPTER 11. THERE IS
 NO DETERMINATION FOR THE 100-YEAR HOURLY RAINFALL RATE
 INDICATED IN FIGURE 1106.1 OR ON OTHER RAINFALL RATES
 DETERMINED FROM APPROVED LOCAL WEATHER DATA.
  
 10B) THERE IS NO SQUARE FOOT AREA OF ROOF PLUS ? OF THE
 HEIGHT OF THE PARAPET AND HOW MANY SQUARE FEET ARE TO
 BE APPLIED TO WHICH SCUPPER AND EMERGENCY OVERFLOW
 SCUPPER. 107.2.1.2. FBC-B 1503.4 ROOF DRAINAGE. UNLESS
 ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, DESIGN AND
 INSTALLATION OF ROOF DRAINAGE SYSTEMS SHALL COMPLY WITH
 SECTION 1503 AND THE FLORIDA BUILDING CODE, PLUMBING,
 CHAPTER 11.
  
 10C) THE PLANS DO NOT PROVIDE THE SIZE OF THE SCUPPER
 NOR THE SECONDARY/ EMERGENCY OVERFLOW SCUPPERS.
 [P]1503.4 ROOF DRAINAGE. UNLESS ROOFS ARE SLOPED TO
 DRAIN OVER ROOF EDGES, DESIGN AND INSTALLATION OF ROOF
 DRAINAGE SYSTEMS SHALL COMPLY WITH SECTION 1503 AND THE
 FLORIDA BUILDING CODE, PLUMBING, CHAPTER 11.
  
 10D) THE PLANS DO NOT PROVIDE THE MINIMUM SIZE FOR THE
 EMERGENCY OVERFLOW SCUPPERS SHOW COMPLIANCE WITH: 2017
 FBC-B 1503.4.2.1 OVERFLOW SCUPPERS. AN OVERFLOW SCUPPER
 SHALL BE SIZED IN ACCORDANCE WITH THE FLORIDA BUILDING
 CODE, PLUMBING.
  
 11) BEFORE THE SHELL BUILDING CAN HAVE THE PERMIT
 ISSUED, THE PLANS WILL NEED TO GO 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.
  
 12) DIGITAL PLANS. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET OR
 SPECIFICATION PAGE WHERE THE CHANGES CAN BE FOUND WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
  
 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, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
 PERMIT FOR TENANT BUILD OUT 1,
 4,000 SQUARE FEET, OCCUPANCY CLASSIFICATION MERCANTILE.
  
 1) SHEET 020-ENLARGED RESTROOM PLAN THE ENTRY DOORS
 INTO THE RESTROOMS NEITHER DOOR HAS A DIMENSION ON THE
 INTERIOR OF THE DOOR TO THE FINISH WALL, IT IS
 DIFFICULT TO KNOW THAT COMPLIANCE WITH THE 2017
 ACCESSIBILITY CODE SECTION . 404.2.4 MANEUVERING
 CLEARANCES. DOORS. MINIMUM MANEUVERING CLEARANCES AT
 DOORS AND GATES SHALL COMPLY WITH 404.2.4. MANEUVERING
 CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY
 AND THE REQUIRED LATCH SIDE FOR SIDE CLEARANCE. FIGURE
 404.2.4.1 (A).
 2) SHEET 020-ENLARGED RESTROOM PLAN RESTROOM
 ELEVATIONS. PLEASE REVIEW THE HEIGHT REQUIREMENTS FOR
 THE WATER CLOSET GRAB BARS. 2017FBC-ACCESSIBILITY CODE
 SECTION 609.4 POSITION OF GRAB BARS. GRAB BARS SHALL BE
 INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM
 AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED
 TO THE TOP OF THE GRIPPING SURFACE, NOT CENTERLINE.
 PLEASE NOTE THE TOILET GRAB BAR IN THE TYPICAL
 ACCESSIBLE DETAILS IS SHOWN CORRECTLY, DISCREPANCY IN
 THE PLANS.
 3) SHEET 020-ENLARGED RESTROOM PLAN RESTROOM
 ELEVATIONS. PLEASE REVIEW ON THE MIRROR WHERE THE
 MIRROR IS MEASURED FROM AND COMPLIANCE. 603.3 MIRRORS.
 2017 FBC-ACCESSIBILITY CODE. MIRRORS LOCATED ABOVE
 LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE
 BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES (1015
 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. MIRRORS
 NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE
 INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING
 SURFACE 35 INCHES (890 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND. PLEASE NOTE THE MIRROR IN THE TYPICAL
 ACCESSIBLE DETAILS IS SHOWN CORRECTLY, DISCREPANCY IN
 THE PLANS.
 4) THE SHEET 003-LS01 LIFE SAFETY PLAN SHOWS TWO MEANS
 OF EGRESS BUT THE PLAN DOES NOT INDICATE THAT THE GRADE
 IS LEVEL OR NO MORE THAN ? INCH LOWER THAN FINISH
 FLOOR.
 2017 ACCESS. CODE 206.4.1 PUBLIC ENTRANCES. IN ADDITION
 TO ENTRANCES REQUIRED BY 206.4.2 THROUGH 206.4.9, AT
 LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL COMPLY
 WITH 404. 2017 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).
 5) AS THIS PERMIT IS FOR A TENANT BUILD OUT OF A
 MERCANTILE TENANT THERE ARE NO PLANS SUBMITTED SHOWING
 COMPLIANCE FOR CHECKOUT COUNTERS AND ACCESSIBILITY.
 5A) 902.1 .WORK SURFACES SHALL COMPLY WITH 902.2 AND
 902.3. ADVISORY 902.1 GENERAL. EXAMPLES OF WORK
 SURFACES INCLUDE WRITING SURFACES, STUDY CARRELS,
 STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER
 TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON
 COUNTERS.
 5A)(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.
 5A))(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.
 5A)(3) . 2017 ACCESS. CODE 904.3.3 CHECK WRITING
 SURFACES. WHERE PROVIDED, CHECK WRITING SURFACES SHALL
 COMPLY WITH 902.3. 902.3HEIGHT.
 THE TOPS OF WORK SURFACES SHALL BE 28 INCHES (710 MM)
 MINIMUM AND 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
 5A)(4) 904.4 SALES AND SERVICE COUNTERS. SALES COUNTERS
 AND SERVICE COUNTERS SHALL COMPLY WITH 904.4.1 OR
 904.4.2. THE ACCESSIBLE PORTION OF THE COUNTER TOP
 SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE
 COUNTER TOP.
 6) DIGITAL REVIEWS. 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, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
 PERMIT FOR TENANT BUILDOUT 2
 2,000 SQUARE FEET/ BUSINESS OCCUPANCY
  
 1A) PLEASE NOTE THE TENANT SPACE # 2 IS 2,000 SQ. FT.
 AND A PROPOSED BUSINESS OCCUPANCY. PLEASE NOTE THAT FOR
 BUSINESS, MERCANTILE AND ASSEMBLY OCCUPANCIES BOTH EXIT
 DOORS WILL REQUIRE 2 MEANS OF EGRESS BECAUSE THE COMMON
 PATH OF TRAVEL IS EXCEEDED, 75 FEET. TABLE 1006.2.1 OF
 THE 2017 FBC-B. PLEASE SHOW 2 ACCESSIBLE MEANS OF
 EGRESS. 2017 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.
  
 1B) THE SHEET 003-LS01 LIFE SAFETY PLAN SHOWS TWO MEANS
 OF EGRESS BUT THE PLAN DOES NOT INDICATE THAT THE GRADE
 IS LEVEL OR NO MORE THAN ? INCH LOWER THAN FINISH
 FLOOR.
 2017 FBC-ACCESSIBILITY CODE. 403.2 FLOOR OR GROUND
 SURFACE. FLOOR OR GROUND SURFACES SHALL COMPLY WITH
 302.
  
 2017 ACCESS. CODE. 303.2 VERTICAL. CHANGES IN LEVEL OF
 1/4 INCH (6.4 MM) HIGH MAXIMUM SHALL BE PERMITTED TO BE
 VERTICAL. FIGURE 303.2
  
 2017 ACCESS. CODE. VERTICAL CHANGE IN LEVEL. 303.3
 BEVELED. CHANGES IN LEVEL BETWEEN 1/4 INCH (6.4 MM)
 HIGH MINIMUM AND 1/2 INCH (13 MM) HIGH MAXIMUM SHALL BE
 BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.
  
 2A) PLEASE NOTE WITHIN THIS TENANT SPACE THERE IS NO
 PLUMBING FOR THE FUTURE RESTROOM OR RESTROOMS NOR FOR
 THE DRINKING FOUNTAIN PER 2017 FBC-B TABLE 2901.2.1.
 OCCUPANCY BUSINESS.
  
 2B) NO TOILET FACILITIES OR FUTURE TOILET FACILITIES
 ARE SHOWN FOR THE BUSINESS OCCUPANCY LOCATION OF TOILET
 FACILITIES IN OPEN MALLS. 2017 FBC-B 2902.3.3 LOCATION
 OF TOILET FACILITIES IN MALLS. IN MALL BUILDINGS, THE
 REQUIRED FACILITIES SHALL BE BASED ON TOTAL SQUARE
 FOOTAGE (M2) WITHIN A COVERED MALL BUILDING OR WITHIN
 THE PERIMETER LINE OF AN OPEN MALL BUILDING, AND
 FACILITIES SHALL BE INSTALLED IN EACH INDIVIDUAL STORE
 OR IN A CENTRAL TOILET AREA LOCATED IN ACCORDANCE WITH
 THIS SECTION. THE MAXIMUM DISTANCE OF TRAVEL TO CENTRAL
 TOILET FACILITIES IN MALL BUILDINGS SHALL BE MEASURED
 FROM THE MAIN ENTRANCE OF ANY STORE OR TENANT SPACE. IN
 MALL BUILDINGS, WHERE EMPLOYEES? TOILET FACILITIES ARE
 NOT PROVIDED IN THE INDIVIDUAL STORE, THE MAXIMUM
 DISTANCE OF TRAVEL SHALL BE MEASURED FROM THE
 EMPLOYEES? WORK AREA OF THE STORE OR TENANT SPACE.
  
 3) AS THIS PERMIT IS FOR A TENANT BUILD OUT OF A
 BUSINESS TENANT THERE ARE NO PLANS SUBMITTED SHOWING
 COMPLIANCE FOR CHECK WRITING COUNTERS AND
 ACCESSIBILITY.
  
 3A) 902.1 .WORK SURFACES SHALL COMPLY WITH 902.2 AND
 902.3. ADVISORY 902.1 GENERAL. EXAMPLES OF WORK
 SURFACES INCLUDE WRITING SURFACES, STUDY CARRELS,
 STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER
 TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON
 COUNTERS.
  
 3A)(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.
  
 3A))(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.
  
 3A)(3) . 2017 ACCESS. CODE 904.3.3 CHECK WRITING
 SURFACES. WHERE PROVIDED, CHECK WRITING SURFACES SHALL
 COMPLY WITH 902.3. 902.3HEIGHT.
  
 THE TOPS OF WORK SURFACES SHALL BE 28 INCHES (710 MM)
 MINIMUM AND 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
  
 3A)(4) 904.4 SALES AND SERVICE COUNTERS. SALES COUNTERS
 AND SERVICE COUNTERS SHALL COMPLY WITH 904.4.1 OR
 904.4.2. THE ACCESSIBLE PORTION OF THE COUNTER TOP
 SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE
 COUNTER TOP.
  
 4) DIGITAL REVIEWS. 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, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  


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