Plan Review Details - Permit 14080956
Plan Review Stops For Permit 14080956
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-09-23 Cont ID  
Sent By jwitmer Date 2014-09-23 Time 10:28 Rev Time 0.00
Received By jwitmer Date 2014-09-19 Time 15:44 Sent To  
Notes
2014-09-23 07:06:29BUILDING PLAN REVIEW
 PERMIT: 14080956
 ADD: 4201 GEORGIA AVE
 CONT: JOHN ROSSI
 TEL: (561)659-5505
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE: TUES. SEPT. 23/2014
 ACTION: DENIED
  
 DESCRIPTION OF WORK: NEW CONSTRUCTION THE BUILDING OF 2
 BUILDINGS ONE A PHARMACY, THE SECOND A WAREHOUSE.
  
 1) PLEASE SUBMIT A PERMIT APPLICATION FOR BOTH
 BUILDINGS FOR RECORD KEEPING PURPOSES. CALLING IN
 INSPECTIONS WILL BE DIFFICULT AS WELL AS WHEN TIME TO
 PRINT CERTIFICATES OF OCCUPANCY, WE CAN NOT PRINT TWO
 CERTIFICATE OF OCCUPANCIES UNDER ONE PERMIT FOR TWO
 DIFFERENT OCCUPANCIES.PLEASE SPLIT THE VALUE OF EACH
 BUILDING ACCORDINGLY AND WE WILL ASSESS THE PERMIT FEES
 FOR EACH BUILDING FOR PLANS REVIEW & INSPECTIONS.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1.4 THE BUILDING
 OFFICIAL MAY ESTABLISH THROUGH DEPARTMENTAL POLICY,
 OTHER STANDARDS FOR PLANS AND SPECIFICATIONS, IN ORDER
 TO PROVIDE CONFORMITY TO ITS RECORD RETENTION PROGRAM.
 THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM SIZE,
 SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO
 RECORDS MANAGEMENT.
  
 2) 2010 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE
 CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL
 IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO
 THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
 OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED. 1803.6
 REPORTING. WHERE GEOTECHNICAL INVESTIGATIONS ARE
 REQUIRED, A WRITTEN REPORT OF THE INVESTIGATIONS SHALL
 BE SUBMITTED TO THE BUILDING OFFICIAL BY THE OWNER OR
 AUTHORIZED AGENT AT THE TIME OF PERMIT APPLICATION.
  
 3) PROVIDE ENERGY CALCULATIONS. 103.3 EXAMINATION OF
 DOCUMENTS. THE CODE OFFICIAL SHALL EXAMINE OR CAUSE TO
 BE EXAMINED THE ACCOMPANYING CONSTRUCTION DOCUMENTS AND
 SHALL ASCERTAIN WHETHER THE CONSTRUCTION INDICATED AND
 DESCRIBED IS IN ACCORDANCE WITH THE REQUIREMENTS OF
 THIS CODE AND OTHER PERTINENT LAWS OR ORDINANCES.
  
 103.2.2 DETAILS REQUIRED. CONSTRUCTION DOCUMENTS SHALL
 BE DRAWN TO SCALE UPON SUITABLE MATERIAL. CONSTRUCTION
 DOCUMENTS SHALL BE OF SUFFICIENT CLARITY TO INDICATE
 THE LOCATION, NATURE AND EXTENT OF THE WORK PROPOSED,
 AND SHOW IN SUFFICIENT DETAIL PERTINENT DATA AND
 FEATURES OF THE BUILDING, SYSTEMS AND EQUIPMENT AS
 HEREIN GOVERNED. DETAILS SHALL INCLUDE, BUT ARE NOT
 LIMITED TO, AS APPLICABLE, INSULATION MATERIALS AND
 THEIR R-VALUES; FENESTRATION U-FACTORS AND SHGCS;
 AREA-WEIGHTED U-FACTOR AND SHGC CALCULATIONS;
 MECHANICAL SYSTEM DESIGN CRITERIA; MECHANICAL AND
 SERVICE WATER HEATING SYSTEM AND EQUIPMENT TYPES, SIZES
 AND EFFICIENCIES; ECONOMIZER DESCRIPTION; EQUIPMENT AND
 SYSTEMS CONTROLS; FAN MOTOR HORSEPOWER (HP) AND
 CONTROLS; DUCT SEALING, DUCT AND PIPE INSULATION AND
 LOCATION; LIGHTING FIXTURE SCHEDULE WITH WATTAGE AND
 CONTROL NARRATIVE; AND AIR SEALING DETAILS.
  
 4) PRODUCT APPROVALS NOTE IF THEY ARE FOR BOTH
 BUILDINGS OR IF FOR A PARTICULAR BUILDING WHICH
 BUILDING, SINCE THE PLANS AND PRODUCT APPROVALS ARE
 SUBMITTED AS ONE PACKAGE. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 5) BOTH BUILDINGS THE PRESSURES ARE IN VULT, PLEASE
 ALSO SHOW VASD SINCE THE PRODUCT APPROVALS ARE TESTED
 IN VASD. 2010 FBC-B 1609.3.1 WIND SPEED CONVERSION.
 WHEN REQUIRED, ULTIMATE DESIGN WIND SPEEDS OF FIGURE
 1609A, B AND C SHALL BE CONVERTED TO NOMINAL DESIGN
 WIND SPEEDS, VASD, USING TABLE 1609.3.1 OR EQUATION
 16-32. PRODUCT APPROVALS NOT REVIEWED, PRESSURES NOT IN
 VASD.
  
 6) MISSING: 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.41 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31)
 SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT
 WILL REQUIRE PRODUCT APPROVALS:
 (31) (D) ROOFING PRODUCTS AND ASSEMBLIES ONLY PAGE
 13-0129.16 WAS SUBMITTED/ NOTE WILL REQUIRE ENHANCED
 FASTENING, LIMITATION #7.
 (G) PRE-ENGINEERED A/C STANDS
  
 7) PLEASE PROVIDE WIND DESIGN FOR A/C CONDENSOR
 SCREENING AND FRAME, AND ATTACHMENT TO STRUCTURE,
 MWFRS. 2010 EITHER 3105.4.2.1 OR 3105.4.2.2.
  
 8) SHEET A-3. PLEASE PROVIDE COMPLIANCE WITH THE 2010
 FBC-B 1509.6 EQUIPMENT AND APPLIANCES ON ROOFS OR
 ELEVATED STRUCTURES.
 WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE
 INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT
 EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE
 PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE
 EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO
 THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH
 ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS
 GREATER THAN 30 INCHES (762 MM) HIGH OR WALKING ON
 ROOFS HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN
 12 UNITS HORIZONTAL (33-PERCENT SLOPE).
 PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED
 ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN 6
 INCHES (152 MM) DEEP.
 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
 PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
 WITHSTANDING 100 POUNDS
 PER SQUARE FOOT.
 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE
 REQUIRED ACCESS SHALL BE NOT L
 LESS THAN 24 INCHES (610 MM) WIDE AND SHALL HAVE
 RAILINGS AS REQUIRED FOR SERVICE PLATFORMS.
  
 NEW PHARMACY BUILDING:
  
 9) LIFE SAFETY SHEET LS-1 PLEASE REVIEW THE 2010 FBC-B
 TABLE 1004.1.1 FOR 1ST FLOOR MERCANTILE OCCUPANT LOAD
 IS 30 SQ FT / OCCUPANT GROSS.
  
 10) SHEET A3 PLEASE PROVIDE MANUFACTURERS SPEC FOR
 ALUMINUM SUN SCREENS, AND THE INSTALATION AND ANCHORING
 TO STRUCTURE. 2010 FBC-B 1609. / 3105.5.1 LOADS. RIGID
 AWNINGS AND CANOPY SHUTTERS SHALL BE DESIGNED TO RESIST
 THE LOADS SET FORTH IN CHAPTER 16 OF THIS CODE EXCEPT
 THAT STRUCTURES OR PARTS THEREOF WHICH ARE INTENDED TO
 BE REMOVED OR REPOSITIONED DURING PERIODS OF HIGH WIND
 VELOCITY SHALL BE DESIGNED IN THEIR OPEN OR EXTENDED
 POSITION TO DESIGN PRESSURES BASED ON A BASIC WIND
 SPEED OF MINIMUM 115 MPH, 3-SECOND WIND GUST WITH
 APPLICABLE SHAPE FACTORS AND TO RESIST NOT LESS THAN 10
 PSF (478 PA) ROOF LIVE LOAD.
  
 11) NEITHER SHEET A3 NOR A5 SHOW THE ACTUAL HEIGHT AND
 LOCATION IN RELATION TO THE FINISH ROOF LEVEL 2010
 FBC-B 1503.4.2.
  
 12) PLEASE ALSO SHOW COMPLIANCE WITH 1503.4.2.1
 OVERFLOW SCUPPERS BEING BETWEEN 2 TO 4 INCHES ABOVE THE
 FINISH ROOF LINE.
  
 13) SHEET A5 DOES NOT SHOW THE EXTERIOR WALL INSULATION
 ABOVE THE CEILING, PLEASE SHOW COMPLIANCE WITH 2010
 FBC-ENERGY 502.3.5.2 UNVENTED DROPPED CEILING CAVITIES.
 WHERE UNVENTED DROPPED CEILING CAVITIES OCCUR OVER
 CONDITIONED SPACES THAT DO NOT HAVE AN AIR BARRIER
 BETWEEN THE CONDITIONED AND UNCONDITIONED SPACE (SUCH
 AS T-BAR CEILINGS), THEY SHALL BE COMPLETELY SEALED
 FROM THE EXTERIOR ENVIRONMENT (AT THE ROOF PLANE) AND
 ADJACENT SPACES BY A CONTINUOUS AIR BARRIER THAT IS
 ALSO SEALED TO THE AIR BARRIER OF THE WALLS. IN THAT
 CASE, THE ROOF ASSEMBLY SHALL CONSTITUTE BOTH THE UPPER
 THERMAL ENVELOPE AND PRESSURE ENVELOPE OF THE BUILDING.
  
 14) SHEET AS ALSO SHOWS ICYENE SPRAY INSULATION OF THE
 BOTTOM OF THE ROOF DECK. PLEASE PROVIDE THE
 MANUFACTURERS TEST REPORT AND COMPLIANCE WITH: 2010
 FBC-B 2603.4.1.6 ATTICS AND CRAWL SPACES.
 WITHIN AN ATTIC OR CRAWL SPACE WHERE ENTRY IS MADE ONLY
 FOR SERVICE OF UTILITIES, FOAM PLASTIC INSULATION SHALL
 BE PROTECTED AGAINST IGNITION BY 11/2-INCH-THICK (38
 MM) MINERAL FIBER INSULATION; 1/4-INCH-THICK (6.4 MM)
 WOOD STRUCTURAL PANEL, PARTICLEBOARD OR HARDBOARD;
 3/8-INCH (9.5 MM) GYPSUM WALLBOARD, CORROSION-RESISTANT
 STEEL HAVING A BASE METAL THICKNESS OF 0.016 INCH (0.4
 MM) OR OTHER APPROVED MATERIAL INSTALLED IN SUCH A
 MANNER THAT THE FOAM PLASTIC INSULATION IS NOT EXPOSED.
 THE PROTECTIVE COVERING SHALL BE CONSISTENT WITH THE
 REQUIREMENTS FOR THE TYPE OF CONSTRUCTION.
  
 WAREHOUSE
  
 15) SHEET A3 SHOWS THE OFFICE WALLS TO BE INSULATED, A
 CUT SECTION LABELED A-A/A-6 SHOWS THESE WALLS NOT GOING
 FULL HEIGHT, NO INSULATION IS SHOWN IN THE FRAME WALLS,
 NOR THE CEILING JOIST CEILING OR EXTERIOR WALL. THIS
 DETAIL LACKS THE TYPE OF FRAMING, IF THE CEILING JOIST
 ARE GOING TO HAVE LIVE LOADS ABOVE THE OFFICE SPACE
 (MEZZANINE LEVEL). IF SO WHAT WILL THE DESIGN CRITERIA
 BE 125 LIGHT OR 250 HEAVY 2010 FBC-B 1607.1.
 107.2.1.3 ADDITIONAL DATA. THE BUILDING OFFICIAL MAY
 REQUIRE DETAILS, COMPUTATIONS, STRESS DIAGRAMS, AND
 OTHER DATA NECESSARY TO DESCRIBE THE CONSTRUCTION OR
 INSTALLATION AND THE BASIS OF CALCULATIONS.
  
 16) PLEASE TAKE NOTE THE PLANS DO NOT INDICATE WHERE
 THE INSULATION WILL BE LOCATED IN REGUARDS TO THE
 CEILING JOIST. 2010 FBC-B ENERGY 502.2.1.2 CEILING
 INSULATION.
  
 SHEET A4 PLEASE PROVIDE MANUFACTURERS SPEC FOR ALUMINUM
 SUN SCREENS, AND THE INSTALATION AND ANCHORING TO
 STRUCTURE. 2010 FBC-B 1609. / 3105.5.1 LOADS. RIGID
 AWNINGS AND CANOPY SHUTTERS SHALL BE DESIGNED TO RESIST
 THE LOADS SET FORTH IN CHAPTER 16 OF THIS CODE EXCEPT
 THAT STRUCTURES OR PARTS THEREOF WHICH ARE INTENDED TO
 BE REMOVED OR REPOSITIONED DURING PERIODS OF HIGH WIND
 VELOCITY SHALL BE DESIGNED IN THEIR OPEN OR EXTENDED
 POSITION TO DESIGN PRESSURES BASED ON A BASIC WIND
 SPEED OF MINIMUM 115 MPH, 3-SECOND WIND GUST WITH
 APPLICABLE SHAPE FACTORS AND TO RESIST NOT LESS THAN 10
 PSF (478 PA) ROOF LIVE LOAD.
  
 17) SHEET A-6 SHOWS ICYENE SPRAY INSULATION OF THE
 BOTTOM OF THE ROOF DECK. PLEASE PROVIDE THE
 MANUFACTURERS TEST REPORT AND COMPLIANCE WITH: 2010
 FBC-B 2603.4.1.6 ATTICS AND CRAWL SPACES.
 WITHIN AN ATTIC OR CRAWL SPACE WHERE ENTRY IS MADE ONLY
 FOR SERVICE OF UTILITIES, FOAM PLASTIC INSULATION SHALL
 BE PROTECTED AGAINST IGNITION BY 11/2-INCH-THICK (38
 MM) MINERAL FIBER INSULATION; 1/4-INCH-THICK (6.4 MM)
 WOOD STRUCTURAL PANEL, PARTICLEBOARD OR HARDBOARD;
 3/8-INCH (9.5 MM) GYPSUM WALLBOARD, CORROSION-RESISTANT
 STEEL HAVING A BASE METAL THICKNESS OF 0.016 INCH (0.4
 MM) OR OTHER APPROVED MATERIAL INSTALLED IN SUCH A
 MANNER THAT THE FOAM PLASTIC INSULATION IS NOT EXPOSED.
 THE PROTECTIVE COVERING SHALL BE CONSISTENT WITH THE
 REQUIREMENTS FOR THE TYPE OF CONSTRUCTION.
 INSULATION INSTALLED ON A SUSPENDED CEILING WITH
 REMOVABLE CEILING TILES SHALL NOT BE CONSIDERED PART OF
 THE MINIMUM THERMAL RESISTANCE OF THE ROOF INSULATION
 UNLESS THE ROOF/CEILING CAVITY IS SEALED FROM THE
 EXTERIOR ENVIRONMENT.
  
 18) SHEET A-3. PLEASE PROVIDE COMPLIANCE WITH THE 2010
 FBC-B 1509.6 EQUIPMENT AND APPLIANCES ON ROOFS OR
 ELEVATED STRUCTURES.
 WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE
 INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT
 EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE
 PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE
 EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO
 THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH
 ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS
 GREATER THAN 30 INCHES (762 MM) HIGH OR WALKING ON
 ROOFS HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN
 12 UNITS HORIZONTAL (33-PERCENT SLOPE).
 PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED
 ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN 6
 INCHES (152 MM) DEEP.
 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
 PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
 WITHSTANDING 100 POUNDS
 PER SQUARE FOOT.
 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE
 REQUIRED ACCESS SHALL BE NOT L
 LESS THAN 24 INCHES (610 MM) WIDE AND SHALL HAVE
 RAILINGS AS REQUIRED FOR SERVICE PLATFORMS.
  
 19) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2014-09-18 Cont ID  
Sent By dhayes Date 2014-09-18 Time 15:30 Rev Time 0.00
Received By dhayes Date 2014-09-18 Time 14:45 Sent To  
Notes
2014-09-18 15:30:16DATE: 9/18/2014
 PROJECT: ROSSI ENTERPRISES
 PERMIT#: 14080956
 CODE: 2008 EDITION OF THE NEC
 2010 EDITION OF THE FBC
 2010 WPB AMENDMENTS TO THE FBC, CHAPTER 1,
 ADMINISTRATION, 2012 FBC SUPPLEMENTS.
  
 1ST ELECTRICAL PLAN REVIEW
 ACTION: PROVISO
  
 1) SEPARATE PERMIT APPLICATIONS ACCOMPANIED BY
 MANUFACTURERS EQUIPMENT SUBMITTALS, REQUIRED FOR SITE
 LIGHTING, GENERATOR, AND SIGNAGE.
  
 2) WIND LOAD CALCULATIONS ARE REQUIRED TO INCLUDE THE
 INSTALLATION OF THE LUMINAIRE. FBC 1609.1
  
 3) IF THE GENERATOR OPTION IS TAKEN, SIGNAGE SHALL BE
 INSTALLED AS REQUIRED BY NEC 702.8
  
 DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421,
 561-805-6717 OR [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2014-09-05 Cont ID  
Sent By cranford Date 2014-09-05 Time 14:31 Rev Time 0.50
Received By cranford Date 2014-09-05 Time 14:20 Sent To P
Notes
2014-09-05 14:30:54PLEASE DEMONSTRATE THAT THE FOLLOWING CONDITIONS OF
 INFORMAL SITE PLAN APPROVAL HAVE BEEN MET:
 1.C. APPLY FOR AND RECORD THE UNITY OF TITLE
 1.D. DEMONSTRATE THE WORK PROPOSED WITHIN THE EXISTING
 EASEMENTS IS ACCEPTABLE TO THE EASEMENT HOLDER(S)
  
 ALTHOUGH THE CITY'S PROJECT AT THIS INTERSECTION IS
 PLANNED TO BEGIN CONSTRUCTION WITHIN THE NEXT YEAR, THE
 SCHEDULE MAY NOT COINCIDE WITH THE DEVELOPMENT OF THIS
 PARCEL. WHAT CONTINGENCY PLANS HAVE BEEN MADE IN THE
 EVENT CONSTRUCTION OF THIS PARCEL PROCEEDS BEFORE THE
 CITY'S PLANNED UTILITY CONSTRUCTION AND INTERSECTION
 IMPROVEMENTS?
  
 THE DRIVEWAY ON GEORGIA AVENUE IS CENTERED ON TWO
 EXISTING POWER POLES. HAVE THE OWNERS OF THE POLES BEEN
 CONTACTED TO DETERMINE IF THE POLES CAN BE RELOCATED?
  
 THERE IS ALSO AN EXISTING ABOVE GROUND VALVE LOCATED
 JUST SOUTH OF THE DRIVEWAY. WILL THIS VALVE BE REMOVED
 OR RELOCATED? IF THE LINE IS GOING TO BE ABANDONED,
 PLEASE INDICATE THAT THE LINE WILL BE REMOVED.
  
 PLEASE REVISE THE SIDEWALK-DRIVEWAY CROSSINGS TO
 INCLUDE DETECTABLE WARNINGS THAT MEET FLORIDA
 ACCESSIBILITY CODE AND ADA GUIDELINES.
  
 THE PLANS SHOW AN EXISTING OVERHEAD UTILITY LINE
 CROSSING OVER THE PROPOSED NORTHERN BUILDING
 (PHARMACY). IS THE OVERHEAD LINE NOT IN AN EXISTING
 EASEMENT? PLEASE VERIFY THAT THE VERTICAL CLEARANCE IS
 SUFFICIENT FOR CONSTRUCTION OF THE BUILDING.
  
 PLEASE SHOW THE LOCATIONS OF THE BACKFLOW PREVENTERS
 FOR THE PROPOSED WATER SERVICES. IF ANY OF THE
 BUILDINGS ARE PROPOSED TO BE SPRINKLED, PLEASE SHOW THE
 LOCATION OF THE FIRE LINES.
  
 ARE THE SANITARY SERVICE LINES PROPOSED TO TIE INTO
 EXISTING LATERALS OR ARE NEW CONNECTIONS PROPOSED?
 PLEASE NOTE THAT THE PIPE SIZE BETWEEN THE MAIN LINE
 AND THE WYE SHOULD BE A MINIMUM SIZE OF 6-INCHES IN
 DIAMETER.
  
 ENGINEERING DEPARTMENT APPLICATION E1407002 MUST BE
 APPROVED PRIOR TO START OF CONSTRUCTION.
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2014-08-28 Cont ID  
Sent By pleduc Date 2014-08-28 Time   Rev Time 0.00
Received By pleduc Date 2014-08-26 Time 12:08 Sent To  
Notes
2014-08-28 08:36:54THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 NOTICE IS REQUIRED FOR STRUCTURES WITH LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION. ANY COMMERCIAL, INDUSTRIAL, OR
 ANY MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR
 MORE WHICH USES HORIZONTAL OR VERTICAL LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED
 WITH AN APPROVED SYMBOL. THE APPROVED SYMBOL SHALL BE
 PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY
 DOOR.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-09-25 Cont ID  
Sent By skennedy Date 2014-09-25 Time 14:14 Rev Time 0.00
Received By skennedy Date 2014-08-25 Time 15:44 Sent To  
Notes
2014-08-25 15:41:13C10
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status P Date 2014-09-19 Cont ID  
Sent By jwitmer Date 2014-09-19 Time 15:42 Rev Time 0.00
Received By jwitmer Date 2014-09-19 Time 15:44 Sent To  
Notes
2014-09-19 15:44:21IMPACT FEE ASSESSMENT:
 MU-2014-014841-0000
 RECEIPT NO. 2014-0806-107
 #2,750.59
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2014-09-25 Cont ID  
Sent By rbergsma Date 2014-09-25 Time   Rev Time 1.00
Received By rbergsma Date 2014-09-25 Time   Sent To  
Notes
2014-09-25 09:05:38 
 AREAS NOT ADDRESSED IN THESE PLANS ARE ENERGY, MAKE UP
 AIR (PHARMACY).
 INDICATED ON THE SCHEDULES IS 1 EF, M-1 SHOWS 3.
 SEPERATE THE EQUIPTMENT SCHEDULES, OCCUPANCY LOADS AND
 ENERGY CALCS FOR THE 2 BUILDINGS
 S-4 INDICATES 3 CONDENSERS ON THE PHARMACY AND 2
 AIRHANDLERS INSIDE.
 THIS MAY NOT BE A COMPLETE LIST OF ITEMS MISSING OR
 INCORRECT.
 CORRECT AND RESUBMIT
Review Stop P PLUMBING
Rev No 1 Status F Date 2014-09-17 Cont ID  
Sent By tklarge Date 2014-09-17 Time 13:21 Rev Time 0.00
Received By tklarge Date 2014-09-16 Time 11:05 Sent To  
Notes
2014-09-17 12:17:58PHARMACY-
 1) SUBMIT THE CORRECT OCCUPANT LOAD FOR THE PHARMACY.
 THE OCCUPANT LOAD SHALL BE CALCULATED PER TABLE
 1004.1.1 OF THE 2010 FBC WHICH IS 30 SQ. FT. PER PERSON
 GROSS FOR MERCANTILE.
 2) SEPARATE SANITARY FACILITIES ARE REQUIRED FOR MALES
 AND FEMALES IN ACCORDANCE WITH TABLE 403.1 OF THE 2010
 FLORIDA PLUMBING CODE AND SEC.403.2.
 3) THE DRINKING FOUNTAINS APPEAR TO IMPEDE THE MEANS OF
 EGRESS BY PROJECTING INTO THE REQUIRED WIDTH OF THE
 COMMON PATH OF EGRESS TRAVEL PER THE 2010 FBC
 SEC.1003.3.3.
 4) PROVIDE DETAILS AS TO THE TYPE OF WORK WHICH WILL BE
 DONE IN THE "STERILIZATION" AREA.
 5) SIZE ALL SECTIONS OF THE SANITARY RISER.WPB ADMIN.
 AMEND. TO 2010 FBC SEC.107.2.1.
 6) SUBMIT A WATER RISER FOR REVIEW.WPB AMEND. TO 2010
 FBC SEC. 107.3.5.1.3.
 7) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 AUTOCLAVE AND THE TANKLESS WATER HEATER.
 8) SHOW THE MOUNTING HEIGHTS OF THE TOILET PAPER
 DISPENSER, SANITARY NAPKIN RECEPTACLE AND THE PAPER
 TOWEL DISPENSER/RECEPTACLE. COMPLY W/ 2010 FL.
 ACCESSIBILITY CODE SEC. 308.
 9) CLEANOUTS ARE REQUIRED IN THE BASE OF ALL STACKS ON
 THE SANITARY RISER. 2010 FPC SEC. 708.3.4.
 10) SHT. C-1 SHOWS AN 1 1/4" WATER SERVICE TO THE
 BUILDING AND SHT. P-1 SHOWS 1 ". CLARIFY.
 11) SUBMIT STORM DRAINAGE CALCULATIONS FOR THE PHARMACY
 ROOF. ONE-HALF OF THE AREA OF THE PARAPET WALL SHALL
 ALSO BE INCLUDED IN THE CALCULATIONS PER THE 2010 FPC
 SEC. 1106.4.
 12) THE DRINKING FOUNTAINS ARE NOT SHOWN ON THE
 SANITARY RISER. WPB ADMIN. AMEND. TO 2010 FBC
 SEC.107.2.1.
 13) THE SIZING OF THE SCUPPERS SHALL COMPLY WITH TABLE
 1106.7 OF THE 2010 FPC.
  
 WAREHOUSE-
 1) SHOW THE DIMENSION OF THE SHOWER (LXW) ON THE FLOOR
 PLAN. THE SHOWER SHALL BE A MIN. OF 30 INCHES IN WIDTH
 AND A MIN. OF 900 SQ. INCHES PER SEC.417.4.
 2) SHOW THE CORRECT OCCUPANT LOAD FOR THE WAREHOUSE.
 THE OCCUPANT LOAD SHALL BE CALCULATED PER TABLE
 1004.1.1 OF THE 2010 FBC WHICH IS 300 SQ. FT.PER PERSON
 GROSS FOR STORAGE.
 3) THE DOOR ON BATHROOM #107 CANNOT SWING INTO THE
 CLEAR FLOOR SPACE FOR ANY FIXTURE PER THE 2010 FL.
 ACCESS. CODE SEC. 603.2.3.
 4) SUBMIT A WATER RISER FOR REVIEW.WPB AMEND. TO 2010
 FBC SEC. 107.3.5.1.3.
 5) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 TANKLESS WATER HEATER.
 6) SHOW THE MOUNTING HEIGHTS OF THE TOILET PAPER
 DISPENSER, SANITARY NAPKIN RECEPTACLE AND THE PAPER
 TOWEL DISPENSER/RECEPTACLE. COMPLY W/ 2010 FL.
 ACCESSIBILITY CODE SEC. 308.
 7) SHT. C-1 SHOWS AN 1 1/4" WATER SERVICE TO THE
 BUILDING AND SHT. P-1 SHOWS 1 ". CLARIFY.
 8) CLEANOUTS ARE REQUIRED IN THE BASE OF ALL STACKS ON
 THE SANITARY RISER. 2010 FPC SEC. 708.3.4.
 9) SUBMIT STORM DRAINAGE CALCULATIONS FOR THE WAREHOUSE
 ROOF. ONE-HALF OF THE AREA OF THE PARAPET WALL SHALL
 ALSO BE INCLUDED IN THE CALCULATIONS PER THE 2010 FPC
 SEC. 1106.4.
 10)THE SIZING OF THE SCUPPERS SHALL COMPLY WITH TABLE
 1106.7 OF THE 2010 FPC.
 11) SHT. P-1 REFERS TO GAS PIPING. SUBMIT A GAS RISER
 FOR REVIEW OR DELETE THE NOT IF IT IS NOT APPLICABLE.
 12) SHOW THE LOCATION OF THE TANKLESS WATER HEATER ON
 THE PLAN.
 13) SHOW THE LOCATION AND SUBMIT SPECS ON THE WATER
 FILTRATION SYSTEM. WHAT TYPE OF SYSTEM IS IT, UNDER THE
 SINK? CLARIFY.
 14) SHT. P-1 SHOWS THE CONDENSATE LINE MARKED AS 1/2"
 H. CLARIFY.
 15) SUBMIT DETAIL ON DRYWELL.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 2014-09-12 Cont ID  
Sent By jroach Date 2014-09-12 Time 10:03 Rev Time 0.00
Received By jroach Date 2014-09-12 Time 10:03 Sent To  
Notes
2014-09-12 10:04:08ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 09.12.2014
 PERMIT NO.: 14080956
 ADDRESS: 4201 GEORGIA AVENUE
 CONTRACTOR/CONTACT: JOHN ROSSI
 TELEPHONE NO.: 561.659.5505
 SCOPE OF REVIEW: NEW WAREHOUSE AND NEW RETAIL/PHARMACY
 BUILDINGS.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. A CONSTRUCTION SITE SECURITY AND MANAGEMENT PLAN
 SHALL BE REVIEWED AND APPROVED BY THE CITY OF WEST PALM
 BEACH POLICE DEPARTMENT ? CRIME PREVENTION UNIT. A COPY
 OF THE MANAGEMENT PLAN AND APPROVAL LETTER FROM THE
 CRIME PREVENTION UNIT SHALL BE PROVIDED TO THE
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION.
  
 2. THE CITY OF WEST PALM BEACH POLICE DEPARTMENT ?
 CRIME PREVENTION UNIT SHALL REVIEW AND APPROVE ALL
 CONSTRUCTION DRAWINGS TO ENSURE THEY ADHERENCE TO
 GENERALLY-ACCEPTED CRIME PREVENTION THROUGH
 ENVIRONMENTAL DESIGN (CPTED) PRINCIPLES. A LETTER FROM
 THE CRIME PREVENTION UNIT INDICATING THAT SUCH PLANS
 HAVE BEEN REVIEWED AND APPROVED SHALL BE PROVIDED TO
 THE DEVELOPMENT SERVICES DEPARTMENT ? PLANNING
 DIVISION.
  
 3. A UNITY OF TITLE SHALL BE RECORDED IN THE PUBLIC
 RECORDS OF PALM BEACH COUNTY, FLORIDA. APPLICATIONS FOR
 A UNITY OF TITLE SHALL BE OBTAINED FROM AND SUBMITTED
 TO VINCE NOEL, CITY SURVEYOR, AT 561.494.1096 OR VIA
 EMAIL AT [email protected].
  
 4. A RIGHT-OF-WAY PERMIT SHALL BE OBTAINED FROM THE
 CITY?S ENGINEERING SERVICES DEPARTMENT FOR ALL WORK
 PROPOSED WITHIN THE RIGHT-OF-WAY.
  
 5. THE TWO (2) NORTHERNMOST CROSS-HATCHED AREAS
 PROPOSED ON GEORGIA AVENUE, SHALL BE ANGLED IN A
 NORTHWEST TO SOUTHEAST DIRECTION.
  
 6. ONE OF THE FOLLOWING SHALL OCCUR:
  
  I. THE UTILITY EASEMENTS SHOWN ON THE SURVEY SHALL BE
 ABANDONED IF THEY ARE NO LONGER NEEDED; OR
  
  II. AN EASEMENT CONSENT SHALL BE OBTAINED FROM ALL
 UTILITY COMPANIES INDICATING THAT THEY HAVE NO
 OBJECTION TO THE IMPROVEMENTS BEING LOCATED WITHIN
 THEIR EASEMENT(S); OR
  
  III. THE PROPOSED IMPROVEMENTS (SPECIFICALLY THE
 LANDSCAPING) SHALL BE SHIFTED AND LOCATED OUTSIDE OF
 THE EASEMENTS.
  
 7. A SEPARATE LANDSCAPE PERMIT APPLICATION SHALL BE
 SUBMITTED. THE APPLICATION SHALL BE SUBMITTED WITH TWO
 (2) SETS OF SIGNED/SEALED LANDSCAPE PLANS AND A
 CERTIFIED COST ESTIMATE (LABOR + MATERIALS).
  
 8. PHOTOMETRIC PLAN SHALL BE PROVIDED. LIGHTING LEVELS
 SHALL NOT EXCEED 0.5 FOOTCANDLES WHEN MEASURED IN A
 RESIDENTIAL ZONING DISTRICT (TO THE WEST).
  
 9. ARE SEPARATE BUILDING PERMITS BEING OBTAINED FOR
 EACH BUILDING? OR ARE THEY ALL BEING CONSTRUCTED UNDER
 ONE (1) BUILDING PERMIT? PLEASE VERIFY WITH THE
 BUILDING DIVISION.
  
 10. SEPARATE ADDRESSES MAY BE REQUIRED FOR EACH
 BUILDING. PLEASE CONTACT SCOTT ALEF AT 561.494.1094 OR
 VIA EMAIL AT [email protected] REGARDING OBTAINING
 ADDRESSES.
  
 11. ALL SIGNAGE SHALL BE DONE UNDER A SEPARATE PERMIT.
  
 12. A SEPARATE PERMIT SHALL BE OBTAINED FOR THE
 LANDSCAPE IRRIGATION.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1448
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.WPB.ORG
  
2014-08-26 13:35:378/26/14


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