Plan Review Details - Permit 18101337
Plan Review Stops For Permit 18101337
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2019-02-19 Cont ID  
Sent By jduprey Date 2019-02-19 Time 16:04 Rev Time 0.00
Received By jduprey Date 2019-02-19 Time 16:03 Sent To  
Notes
2019-02-19 16:04:12PROVISO
  
 1. 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.
  
 2. PLEASE PROVIDE PRODUCT APPROVALS APPROVED BY THE
 DESIGNER OF RECORD FOR:
 (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
  
 107.3.4.1 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.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2019-02-13 Cont ID  
Sent By jduprey Date 2019-02-13 Time 09:21 Rev Time 0.00
Received By jduprey Date 2019-02-13 Time 09:21 Sent To  
Notes
2019-02-13 09:21:49PROVISO
  
 1. 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.
  
 2. PLEASE PROVIDE PRODUCT APPROVALS APPROVED BY THE
 DESIGNER OF RECORD FOR:
 (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
  
 107.3.4.1 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.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2019-01-24 Cont ID  
Sent By jduprey Date 2019-01-24 Time 15:31 Rev Time 0.00
Received By jduprey Date 2019-01-24 Time 09:47 Sent To  
Notes
2019-01-24 15:07:53PROVISO
  
 1. 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.
  
 2. PLEASE PROVIDE PRODUCT APPROVALS APPROVED BY THE
 DESIGNER OF RECORD FOR:
 (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
  
 107.3.4.1 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.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-12-18 Cont ID  
Sent By jwitmer Date 2018-12-18 Time 09:51 Rev Time 0.00
Received By jwitmer Date 2018-12-17 Time 06:51 Sent To  
Notes
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]
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2019-02-19 Cont ID  
Sent By jpearson Date 2019-02-19 Time 10:12 Rev Time 0.00
Received By jpearson Date 2019-02-19 Time 10:11 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2019-01-24 Cont ID  
Sent By jpearson Date 2019-01-24 Time 09:04 Rev Time 0.00
Received By jpearson Date 2019-01-24 Time 09:04 Sent To  
Notes
2019-01-24 09:07:19CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. NO ELECTRICAL ISSUES, CANNOT APPROVE AND STAMP PLAN
 UNTIL SIGNATURE ISSUES ARE RESOLVED. SEE SIGNATURE
 COMMENTS. WPB FBC 105.1
  
 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 THE PREVIOUSLY
 REVIEWED SHEETS. ONE COPY OF THE PREVIOUSLY REVIEWED
 SHEETS SHOULD REMAIN IN PACKAGE AND BE MARKED OLD
 SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2018-12-05 Cont ID  
Sent By jleahy Date 2018-12-05 Time 10:29 Rev Time 0.00
Received By jleahy Date 2018-12-05 Time 10:23 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status N Date 2019-01-24 Cont ID  
Sent By shill Date 2019-01-24 Time 17:53 Rev Time 0.00
Received By shill Date 2019-01-28 Time 17:53 Sent To  
Notes
2019-01-24 17:53:35PER MG (SEE AUDIT TRAIL)
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2018-12-21 Cont ID  
Sent By shill Date 2018-12-21 Time 18:33 Rev Time 0.00
Received By shill Date 2018-12-21 Time 18:33 Sent To  
Notes
2018-12-21 18:34:03CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE
  
 MAIN PHONE: (561) 822-1200
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2019-02-19 Cont ID  
Sent By scaldero Date 2019-02-19 Time 08:42 Rev Time 0.00
Received By scaldero Date 2019-02-19 Time 08:40 Sent To  
Notes
2019-02-19 08:42:57PERMIT #18101337
 FIRE REVIEW COMMENTS:
  
 1) THIS PERMIT IS FOR BUILDING D SHELL ONLY. SEPARATE
 PERMITS REQUIRED FOR THE BUILDOUT OF EACH TENANT SPACE.
  
 SUE ELLEN CALDERON
 ASST. FIRE MARSHAL
 WPBFD
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2019-01-17 Cont ID  
Sent By scaldero Date 2019-01-17 Time 14:36 Rev Time 0.00
Received By scaldero Date 2019-01-17 Time 14:12 Sent To  
Notes
2019-01-17 14:36:21PERMIT #18101337
 FIRE REVIEW COMMENTS:
  
 1) THIS PERMIT IS FOR BUILDING D SHELL ONLY. SEPARATE
 PERMITS REQUIRED FOR THE BUILDOUT OF EACH TENANT SPACE.
  
 SUE ELLEN CALDERON
 ASST. FIRE MARSHAL
 WPBFD
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2018-10-31 Cont ID  
Sent By scaldero Date 2018-10-31 Time 13:25 Rev Time 0.00
Received By scaldero Date 2018-10-31 Time 12:20 Sent To  
Notes
2018-10-31 13:25:07PERMITS # 18101337 & 18101338
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 FAILED COMMENTS:
  
 1) IT IS UNCLEAR WHICH TENANT SPACE IS 1831 PBL BLVD.
 AND WHICH ONE IS 1841 PBL BLVD. PLEASE PROPERLY
 IDENTIFY THE TENANT ADDRESSES.
  
 2) THERE ARE NO ENGINEERED CONSTRUCTION DOCUMENTS
 PROVIDED FOR TENANT 2. PLEASE VERIFY AND CONFIRM THAT
 ALL REQUIRED DETAILS UNDER F.A.C. 61G15 ARE PROVIDED
 FOR BOTH THE FIRE ALARM AND FIRE SPRINKLER DOCUMENTS.
  
 ENGINEERED FIRE ALARM AND FIRE SPRINKLER CONSTRUCTION
 DOCUMENTS ARE REQUIRED FOR A GENERAL BUILDING PERMIT.
 AFTER THE BUILDING PERMIT HAS BEEN ISSUED, THE
 SUBCONTRACTORS CAN THEN SUBMIT SHOP DRAWINGS
 (CONFORMING TO THE ENGINEERED CONSTRUCTION DOCUMENTS)
 FOR A SUB-PERMIT.
 PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
 FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 3) PER NFPA 241 SECTION 8.7.2.3, WHERE UNDERGROUND
 WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL
 BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO
 CONSTRUCTION WORK.
  
 4) SEPARATE PLANS AND PERMITS ARE REQUIRED FOR THE
 INSTALLATION OR MODIFICATION OF THE FIRE SPRINKLER
 SYSTEM AND/OR FIRE ALARM SYSTEM.
  
 5) SEPARATE PLANS AND PERMITS NEEDED FOR PRIVATE
 UNDERGROUND FIRE LINE AND FIRE HYDRANTS.
  
 6) A THOROUGH AND COMPLETE PLAN REVIEW CANNOT BE
 COMPLETED AT THIS TIME DUE TO LACK OF INFORMATION
 SUBMITTED ON THE PLANS. ADDITIONAL PLAN REVIEW COMMENTS
 MAY BE GENERATED DURING PLAN RESUBMISSION.
  
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2019-02-26 Cont ID  
Sent By shill Date 2019-02-26 Time 05:57 Rev Time 0.00
Received By shill Date 2019-02-14 Time 08:05 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2019-02-13 Cont ID  
Sent By shill Date 2019-02-13 Time 12:23 Rev Time 0.00
Received By shill Date 2019-02-08 Time 13:14 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-01-30 Cont ID  
Sent By lmarchan Date 2019-01-30 Time 15:11 Rev Time 0.00
Received By lmarchan Date 2019-01-16 Time 14:50 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-12-28 Cont ID  
Sent By gjohnson Date 2018-12-28 Time 09:12 Rev Time 0.00
Received By gjohnson Date 2018-10-30 Time 16:13 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2019-01-25 Cont ID  
Sent By lmarchan Date 2019-01-25 Time 09:51 Rev Time 0.00
Received By lmarchan Date 2019-01-23 Time 15:37 Sent To  
Notes
2019-01-25 09:52:19MU-2019-001313-0000 - $0.00 MONEY OWED
2019-01-23 15:37:401/23/19 EMAILED IMPACT FEE OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2018-12-26 Cont ID  
Sent By shill Date 2018-12-26 Time 11:03 Rev Time 0.00
Received By shill Date 2018-12-26 Time 11:03 Sent To  
Notes
2018-12-26 11:03:43PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECTDOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2018-12-18 Cont ID  
Sent By jwitmer Date 2018-12-18 Time 09:50 Rev Time 0.00
Received By jwitmer Date 2018-12-17 Time 06:52 Sent To  
Notes
2018-12-18 09:50:30BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. THE ACTUAL PERMIT SET OF PLANS MUST BE
 STAMPED BY THAT OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2019-02-19 Cont ID  
Sent By ccole Date 2019-02-19 Time 09:46 Rev Time 0.00
Received By ccole Date 2019-02-19 Time 09:46 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2019-01-24 Cont ID  
Sent By ccole Date 2019-01-24 Time 08:46 Rev Time 0.00
Received By ccole Date 2019-01-23 Time 16:50 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2018-12-13 Cont ID  
Sent By ccole Date 2018-12-13 Time 08:41 Rev Time 0.00
Received By ccole Date 2018-12-12 Time 17:18 Sent To  
Notes
2018-12-13 08:48:151ST REVIEW FBC-2017 MECHANICAL
 PERMIT #18101337
 12/13/18
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE AC LOAD CALCULATIONS ARE INCORRECTLY LISTING
 MIAMI AS THE PROJECT LOCATION- PLEASE CORRECT.
  
 2) SHEET M200: THE OUTSIDE AIR CALCULATIONS TABLE IS
 INCORRECTLY INDICATING "CORRIDOR' AS THE VENTILATION
 ZONE FOR RTU-3. PLEASE CHANGE THE ZONE TO READ TENANT
 2.
  
 3) M200: PROVIDE A CONDENSATE DISPOSAL PLAN FOR THE
 RTU-S PER SECTION 307.2 FBC M.
  
 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 2019-02-19 Cont ID  
Sent By gjohnson Date 2019-02-19 Time 13:49 Rev Time 0.00
Received By gjohnson Date 2019-02-19 Time 13:49 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2019-01-23 Cont ID  
Sent By gjohnson Date 2019-01-23 Time 17:32 Rev Time 0.00
Received By gjohnson Date 2019-01-23 Time 17:32 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2018-12-28 Cont ID  
Sent By gjohnson Date 2018-12-28 Time 07:32 Rev Time 0.00
Received By gjohnson Date 2018-12-27 Time 13:27 Sent To  
Notes
2018-12-28 09:11:471ST REVIEW:
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 PLUMBING COMMENTS:
  
 1. THE BRANCH DRAIN FOR THE WATER FOUNTAIN SHALL
 CONNECT TO THE BUILDING DRAIN DOWN STREAM OF THE
 BATHROOM GROUP. PER FBC PL 912.1
  
 2.PLEASE PLACE A NOTE ON THE PLAN A SEPARATE PERMIT IS
 REQUIRED FOR DEVICE BACKFLOW AT THE METER. CITY OF WEST
 PAL BEACH UTILITIES DEPT
  
 3. PROVIDE ROOF DRAIN CALCULATIONS TO SHOW COMPLIANCE
 WITH FBC PL 1106.2
  
 4. SHT. A-400 DETAIL #2 SHOWS THE GRAB BAR 36" MEASURED
 TO THE CENTER OF THE BAR THIS IS NOT CODE COMPLIANT,
 GRAB BARS SHALL BE 33 INCHES MINIMUM AND 36 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THETOP OF
 THE GRIPPING SURFACE. PER FBC ACC 609.4
  
 5. SHT. A-400 THE OUTLET OF THE TOILET PAPER DISPENSER
 SHALL BE 15 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE
 THE FINISH FLOOR. FBC ACC 604.7
  
 6.SHT. A-400 THERE ARE TWO DETAIL #2 PLEASE CLARIFY THE
 ONE LABEL ENLARGED RESTROOM PLAN IS TO CONGESTED PLEASE
 PROVIDE A DETAIL SHOW CLEARLY THE CLEAR FLOOR SPACE
 WITH DIMENSIONS FOR THE TOILET AND LAVATORY. PER FBC
 ACC 604.3.1, 606.2
  
 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 SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2019-02-19 Cont ID  
Sent By jduprey Date 2019-02-19 Time 16:49 Rev Time 0.00
Received By jduprey Date 2019-02-19 Time 16:49 Sent To  
Notes
2019-02-19 16:48:48BUILDING GOOD
2019-02-19 10:11:45ELECTRICAL SHEETS GOOD.
  
2019-02-19 09:47:19MECH SIGS GOOD.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2019-02-13 Cont ID  
Sent By shill Date 2019-02-13 Time 12:22 Rev Time 0.00
Received By shill Date 2019-02-13 Time 12:22 Sent To  
Notes
2019-02-13 12:23:12RESOLVE DIGITAL SIGNATURE ISSUES (REFER TO EMAILS);
 CONTACT ME IF YOU WISH TO DISCUSS
 561 805 6724
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2019-01-24 Cont ID  
Sent By jpearson Date 2019-01-24 Time 09:03 Rev Time 0.00
Received By jpearson Date 2019-01-24 Time 09:02 Sent To  
Notes
2019-01-24 09:02:54EACH SHEET OF PLAN IS REQUIRED TO BE SIGNED AND SEALED
 BY THE PERSON RESPONSIBLE FOR THE DESIGN. A DIGITAL
 PLAN REQUIRES A DIGITAL SIGNATURE WITH THE PROPER THIRD
 PARTY VERIFICATION. PROVIDE CORRECTION. WPB FBC 107.1;
 FS 471/481
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2018-12-21 Cont ID  
Sent By shill Date 2018-12-21 Time 18:34 Rev Time 0.00
Received By shill Date 2018-12-21 Time 18:34 Sent To  
Notes
2018-12-21 18:39:35SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 A SHEETS - NOT DIGITALLY SIGNED.
 S SHEETS - OK
 FMEP SHEETS DO NOT HAVE A TITLE BLOCK FOR THE ENGINEER
 FMEP ENGINEER SIGNATURE IS "INVALID" - THE DOCUMENET
 HAS BEEN ALTERED OR CORRUPTED SINCE THE SIGNATURE WAS
 APPLIED.
 E400 IS NOT DIGITALLY SIGNED
  
 CHECK ALL SHEETS.
  
Review Stop Z ZONING
Rev No 4 Status P Date 2019-02-25 Cont ID  
Sent By eschneid Date 2019-02-25 Time 18:14 Rev Time 0.50
Received By eschneid Date 2019-02-25 Time 16:50 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2019-02-12 Cont ID  
Sent By eschneid Date 2019-02-12 Time 17:51 Rev Time 0.50
Received By eschneid Date 2019-02-12 Time 17:36 Sent To  
Notes
2019-02-12 17:51:14SEPARATE PERMITS ARE REQUIRED FOR THE FOLLOWING:
  
 A. PARKING LOT RECONFIGURATION AND STRIPING.
 B. DUMPSTER ENCLOSURE.
 C. ATM
 D. BICYCLE RACK
 E. LANDSCAPE
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 2019-01-30 Cont ID  
Sent By eschneid Date 2019-01-30 Time 14:28 Rev Time 2.00
Received By eschneid Date 2019-01-29 Time 16:39 Sent To  
Notes
2019-01-30 14:32:21FAILED
  
 1) PROVIDE A PLAN SHOWING THE BUILDING SETBACK
 DIMENSION LINE(S) FROM THE BUILDING TO THE PROPERTY
 LINE SO THAT STAFF CAN VERIFY THAT THE BUILDING IS IN
 THE SAME LOCATION AS THE APPROVED SITE PLAN.
  
 2) DUE TO THE ROOFTOP MECHANICAL SIGHT LINES BEING
 CLOSE TO HAVING THE ROOF TOP UNITS NOT SCREENED
 (CHANGED VANTAGE POINTS WILL MAKE THEM EXTEND ABOVE THE
 PARAPETS), THE SOUTH, EAST AND WEST SIDES OF THE
 ROOFTOP UNITS MUST BE PAINTED IN THE SKY PATTERN.
  
 3) SEPARATE PERMITS ARE REQUIRED FOR THE FOLLOWING:
  
 A. PARKING LOT RECONFIGURATION AND STRIPING.
 B. DUMPSTER ENCLOSURE.
 C. ATM
 D. BICYCLE RACK
 E. LANDSCAPE
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2018-11-26 Cont ID  
Sent By eschneid Date 2018-11-26 Time 14:40 Rev Time 0.50
Received By eschneid Date 2018-11-26 Time 14:40 Sent To  
Notes
2018-11-26 14:40:17FAILED
  
 1) PLEASE EXPLAIN WHY YOU HAVE TURNED IN TWO SEPARATE
 PERMITS (18101337 & 18101338) FOR ONE BUILDING SHELL,
 WITH PARTIAL INTERIOR BUILD OUTS, AS IF EACH TENANT
 SPACE IS A SEPARATE BUILDING. IF YOU ARE MOVING FORWARD
 WITH THIS SPLITTING OF PERMITS, YOU NEED TO CLEARLY
 MARK OUT THE PORTION OF THE BUILDING (TO INCLUDE ROOF
 TOP MECHANICAL, ELEVATIONS, STOREFRONT, ETC.) THAT IS
 NOT COVERED UNDER THIS SPECIFIC PERMIT.
  
 2) SEPARATE PERMITS ARE REQUIRED FOR:
  
 A. DUMPSTER ENCLOSURE.
 B. LANDSCAPE.
 C. PARKING LOT CHANGES.
 D. AWNINGS.
  
 3) PROVIDE VERIFICATION THAT THE PROPOSED ROOFTOP
 MECHANICAL EQUIPMENT IS SCREENED IN ACCORDANCE WITH THE
 PALM BEACH OUTLETS DESIGN GUIDELINES.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]


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