Plan Review Details - Project Z16020010
Plan Review Stops For Project Z16020010
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 03-09-2016 Cont ID  
Sent By rbrown Date 03-09-2016 Time 12:23 Rev Time 0.00
Received By tward Date 03-28-2017 Time 12:15 Sent To  
Notes
2016-03-09 12:34:26DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR PERMITTING.
  
 2. SHEET A1.01 DOES NOT SHOW HOW PEOPLE EVACUATING THE
 BUILDING VIA THE EAST STAIR WILL GET FROM THE STAIR TO
 THE STREET WITHOUT TRAVERSING THE PARKING GARAGE. EXIT
 DISCHARGE SHALL COMPLY WITH SECTION 1027 OF FLORIDA
 BUILDING CODE,
  
 3. THE MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES
 PROVIDED SHALL BE IN ACCORDANCE WITH FAIR HOUSING ACT
 AND SECTION 208.2 OF FLORIDA ACCESSIBILITY CODE. SHEET
 A0.01 STATES THAT 8 ACCESSIBLE SPACES WILL BE PROVIDED,
 BUT ONLY LEVELS 2 AND 3 ARE SHOWN TO HAVE TWO
 ACCESSIBLE SPACES EACH ON SHEET A1.02.
  
 4. THERE IS NO ACCESSBLE ROUTE SHOWN FROM THE
 ACCESSIBLE PARKING SPACES TO THE BUILDING
 ENTRANCE/ELEVATORS. PER SECTION 208.3 OF FLORIDA
 ACCESSIBILITY CODE, ACCESSIBLE PARKING SPACES ARE TO BE
 LOCATED ON THE SHORTEST POSSIBLE ROUTE OF TRAVEL FROM
 ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE FOR EACH
 BUILDING. THE DESIGN OF ACCESSIBLE PARKING SPACES SHALL
 COMPLY WITH SECTION 502 OF FLORIDA ACCESSIBILITY CODE
  
 5. PER SECTION 208.2.4 OF FLORIDA ACCESSIBILITY CODE,
 ONE IN EVERY SIX ACCESSIBLE SPACES (AT LEAST ONE) IN A
 PARKING STRUCTURE, SHALL BE ?VAN ACCESSIBLE? AND
 DESIGNED IN ACCORDANCE WITH SECTION OF 502 OF FLORIDA
 ACCESSIBILITY CODE (VERTICAL CLEARANCE NOT LESS THAN 98
 INCHES AT SPACE AND VEHICULAR ACCESS ROUTE)
  
 6. WHEN ACCESSIBLE ROUTES ARE SHOWN, PLEASE NOTE THAT
 ACCESSIBLE PARKING SPACE ACCESS AISLES SHALL BE LOCATED
 SO THAT THE USER IS NOT COMPELLED TO WALK OR WHEEL
 BEHIND ANOTHER PARKED VEHICLE OR IN THE TRAVEL LANE.
 THE ACCESS AISLES SHALL ALSO COMPLY WITH THE OTHER
 PROVISIONS OF SECTION OF 502.3 OF FLORIDA ACCESSIBILITY
 CODE.
  
 7. WHEN SUBMITTED FOR BUILDING PERMIT, THE PLANS SHALL
 SHOW THAT THE TYPE OF CONSTRUCTION FOR THE BUILDINGS
 WILL BE IN ACCORDANCE WITH THE HEIGHT, AREA AND
 OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE FLORIDA
 BUILDING CODE
  
 8. WHEN SUBMITTED FOR BUILDING PERMIT, COMPLIANCE WITH
 ALL BUILDING SEPARATION, PERCENTAGE OF OPENINGS AND
 OPENING PROTECTIVE REQUIREMENTS OF CHAPTERS 6 AND 7 OF
 THE FLORIDA BUILDING CODE SHALL BE VERIFIED.
  
 9. ENCLOSED PARKING GARAGES. IF THE PARKING GARAGE DOES
 NOT HAVE WALL OPENINGS, OR SUFFICIENT WALL OPENINGS TO
 MEET THE DEFINITION OF AN OPEN PARKING GARAGE, IT WILL
 BE CONSIDERED AN ENCLOSED PARKING GARAGE AND MUST HAVE
 EXHAUST SYSTEMS. THE EXHAUST SYSTEMS SHALL BE DESIGNED
 TO MINIMIZE NOISE LEVELS USING INLINE FAN SILENCERS OR
 OTHER APPROVED METHODS.
  
 10. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, SWIMMING POOLS AND SPAS, GAS SYSTEMS,
 GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND
 OTHER FIRE SUPPRESSION SYSTEMS, GREASE INTERCEPTORS,
 SITE LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC.
  
 11. EACH SEPARATE BUILDING SHALL HAVE A SEPARATE
 ADDRESS. FOR STREET ADDRESSING, CONTACT MICHAEL ORIO,
 GIS SUPPORT SPECIALIST, AT (561) 494 1080, OR BY EMAIL:
 [email protected]
  
 11. THIS PROJECT WILL BE SUBJECT TO ART IN PUBLIC
 PLACES (AIPP) ASSESSMENT. FOR ADVICE ON THE PROVISION
 OF PUBLIC ARTWORK IN LIEU OF THE AIPP ASSESSMENT,
 CONTACT SYBILLE WELTER, ART IN PUBLIC PLACES
 COORDINATOR, AT (561) 822-1521, OR BY EMAIL:
 [email protected]
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 03-16-2017 Cont ID  
Sent By mkhan Date 03-16-2017 Time 08:14 Rev Time 0.00
Received By mkhan Date 03-16-2017 Time 08:14 Sent To  
Notes
2017-03-16 09:28:24CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
  
 PROJECT NAME: BANYAN RESIDENTIAL - 550 BANYAN BLVD. -
 Z16020010
  
 DATE: MARCH 16, 2017
  
 AFTER A REVIEWING THE REVISED PLANS AND THE RESPONSE TO
 THE PREVIOUS PPRC COMMENTS (RECEIVED ON 2/14/2017), IT
 APPEARS THAT SOME OF THE COMMENTS HAVE BEEN SATISFIED
 AND SOME ARE ACKNOWLEDGED OR NOTED AS: 'TO BE ADDRESSED
 DURING THE FINAL DESIGN AND /OR ENGINEERING APPROVAL
 PHASE'. HOWEVER, THESE ACKNOWLEDGED COMMENTS ALONG WITH
 THE FOLLOWING ITEMS ARE EXPECTED TO BE ADDRESSED DURING
 'ENGINEERING DEVELOPMENT APPLICATION' PHASE PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL:
  
 1. ESTIMATED PEAK HOUR DEMAND FOR WATER AND SEWER ARE
 GIVEN WITH THE RESPONSE LETTER OF 11/2/2016. DURING THE
 'ENGINEERING DEVELOPMENT APPROVAL APPLICATION' PHASE,
 SUBMISSION OF SIGNED & SEALED ENGINEER/MEP WATER AND
 SANITARY SEWER DETAIL CALCULATIONS (AVERAGE AND PEAK
 WITH PEAKING FACTOR) WILL BE REQUIRED AS WELL AS FIRE
 DEMAND FOR THE PROPOSED DEVELOPMENT. ALSO WILL BE
 REQUIRED DETAIL CALCULATIONS TO VALIDATE METER SIZE
 SELECTION; DOMESTIC WATER SERVICE PIPE AND FIRE LINE
 SIZING. SHOW THESE CALCULATIONS ON THE UTILITY PLAN
 SHEET AS WELL;
  
 7. IT IS STATED THAT SIMMONS & WHITE TO ADDRESS TRAFFIC
 RELATED CONCERNS FOR WHICH APPROVAL NEED TO BE OBTAINED
 FROM CITY'S TRANSPORTATION ENGINEER. CONTACT UYEN DANG,
 P.E., AT EMAIL ADDRESS: [email protected] AND PHONE: (561)
 494-1087;
  
 8. CONFIGURATION OF PROPOSED 6-INCH WATER SERVICE LINE
 TO THE BUILDING AND RPZ SHOWN ON THE 'LANDSCAPE PLAN -
 SHEET LP-1' DOES NOT MATCH THAT SHOWN ON THE 'WATER &
 SEWER PLAN - SHEET 4 OF 5'. PLEASE REVISE;
  
 12. DRAINAGE CALCULATIONS IS REVIEWED BY CITY'S
 STORMWATER ENGINEER TRACY WARD AND COMMENTS ARE
 PROVIDED SEPARATELY UNDER STORMWATER REVIEWS;
  
 13. PROPOSED EGRESS OPTION TO BANYAN BLVD NEED TO BE
 APPROVED BY CITY'S TRANSPORTATION ENGINEER;
  
 17. DRAINAGE CALCULATIONS IS REVIEWED BY CITY'S
 STORMWATER ENGINEER TRACY WARD AND COMMENTS ARE
 PROVIDED SEPARATELY UNDER STORMWATER REVIEWS;
  
 FOLLOWING NEW COMMENTS APPLIES TO THE REVISED TO WATER
 AND SANITARY SEWER PLANS AS WELL AS SANITATION/GARBAGE
 COLLECTION:
  
 1. FOR SANITATION/GARBAGE COLLECTION CONTACT THE CITY'S
 PUBLIC WORKS DEPARTMENT. FINAL APPROVED SITE PLANS NEED
 TO SHOW PROPOSED SANITATION COLLECTION PLANS AND
 DETAILS; AND WILL NEED APPROVAL FROM PETER BIENIEK,
 PUBLIC WORKS DIRECTOR;
  
 2. SHOW EXISTING FIRE HYDRANT NEAREST TO THE SITE. A
 FIRE HYDRANT FLOW TEST DATA FROM EXISTING FIRE HYDRANT
 WILL BE REQUIRED PART OF THE PLAN SUBMITTAL;
  
 3. ALL PROPOSED FIRE DEPARTMENT CONNECTIONS SHALL BE
 WITHIN 150 FEET OF A FIRE HYDRANT AND SHALL BE WITHIN
 AN EASEMENT WITHIN THE PROPERTY. LANDSCAPE PLAN SHALL
 SHOW LOCATIONS OF ALL WATER METERS, VALVES, CLEAN-OUTS,
 LIGHT POLES, ETC. ROOT BARRIERS MAY BE REQUIRED WHERE
 PLANTINGS ARE NEAR UNDERGROUND STORMWATER, SANITARY, OR
 POTABLE WATER LINES.
  
 4. PLACEMENT OF THE PROPOSED METER, BACKFLOW PREVENTER,
 DCDA ETC. SHALL BE INSTALLED PER THE CITY'S STANDARD
 DETAILS. THEY SHALL NOT BE INSIDE THE BUILDING
 ENCLOSURE. WATER METER SHOULD BE WITHIN THE
 RIGHT-OF-WAY OR INSIDE AN 'UTILITY EASEMENT' JUST
 INSIDE THE PROPERTY NEAR THE RIGHT-OF-WAY AND
 ACCESSIBLE;
  
 5. IN THE FINAL PLANS, SHOW CONFLICT INFORMATION
 (BOTTOM AND TOP OF CROSSING PIPES) AT THE CONFLICT
 POINTS OF ALL WATER, STORM AND SANITARY SEWER PIPES AS
 WELL AS OTHER FRANCHISE UTILITIES. EXISTING UTILITIES
 WITHIN THE PROPOSED SANITARY SEWER LATERAL ARE TO BE
 VERIFIED VIA SOFTDIGS AND PROVIDE ALL UTILITY CROSSING
 INFORMATION;
  
 6. IN THE FINAL PLANS, SHOW DIRECTION OF FLOW FOR THE
 EXISTING SANITARY SEWER. SHOW INVERT AT CONNECTION
 POINTS AND INCLUDE A PROFILE FOR THE PROPOSED SERVICE
 LATERAL WITH GROUND ELEVATIONS ABOVE THE PIPE;
  
 7. IN THE REVISED PLANS PROPOSED MANHOLE MH#2 IS SHOWN
 TO BE PRIVATE AND CITY'S 'POINT-OF-SERVICE' AT THE SAME
 TIME. CITY'S 'POINT-OF-SERVICE' SHALL BE MH#1 I.E.
 WITHIN THE RIGHT-OF-WAY AND NOT INSIDE PRIVATE
 PROPERTY;
  
 8. IN THE FINAL PLANS, SHOW PROFILE FOR PROPOSED
 SANITARY SEWER WITH GROUND ELEVATIONS ABOVE THE PIPE;
  
 9. THERE ARE EXISTING WATER METER AND CONNECTIONS FOR
 THE SITE ON BANYAN BLVD. EXISTING WATER SERVICE
 CONNECTIONS/WATER METERS SERVING THE PROPERTY, IF NOT
 USED, ARE TO BE CUT AND CAPPED AT THE MAIN.
 DE-ACTIVATED/INACTIVE PIPELINES LARGER THAN 2-INCH
 DIAMETER WILL BE REMOVED. PLEASE LABEL PIPE SIZE AND
 MATERIAL AND ADD NOTES TO THE UTILITY PLANS
 ACCORDINGLY;
  
 10. EXISTING SEWER SERVICE CONNECTIONS SERVING THE
 PROPERTY, IF NOT USED, ARE TO BE CUT AND CAPPED AT THE
 MAIN;
  
 11. EXISTING SANITARY SEWER MH TO BE REHABBED PER
 CITY'S REQUIREMENTS;
  
 12. FOR THE FINAL UTILITY PLANS, INCLUDE A NOTE THAT:
 AS OF DECEMBER 20, 2015 THE CITY OF WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE." FOR MORE INFORMATION REFER TO THE LINK BELOW:
  
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
 13. SUBMITTAL OF MAINTENANCE OF TRAFFIC (MOT) FOR WORK
 WITHIN THE RIGHT-OF-WAY WILL BE REQUIRED AT THE
 PRE-CONSTRUCTION MEETING.
  
 MOSTAQUE KHAN, P.E.
 LAND DEVELOPMENT ENGINEER
 [email protected]
 561-494-1124 (OFFICE)
  
  
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 03-08-2016 Cont ID  
Sent By cranford Date 03-08-2016 Time 16:05 Rev Time 0.00
Received By cranford Date   Time   Sent To  
Notes
2016-03-08 16:05:53CITY OF WEST PALM BEACH
 PUBLIC WORKS DEPARTMENT
  
 THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT
 APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL.
  
 1. PLEASE SUBMIT ESTIMATES FOR THE PEAK POTABLE WATER
 DEMAND, SANITARY SEWER FLOW, AND SOLID WASTE COLLECTION
 YARDAGE.
  
 2. A MAINTENANCE AGREEMENT WILL BE REQUIRED FOR THE
 NON-STANDARD ELEMENTS (TREES AND TREE GRATES; PAVERS,
 ETC.) PROPOSED WITHIN CITY RIGHT-OF-WAY.
  
 3. PLEASE PROVIDE AN AUTOTURN ANALYSIS DEMONSTRATING
 THE SOLID WASTE COLLECTION VEHICLE CAN ACCESS THE
 PROPOSED DUMPSTER/COMPACTOR LOCATIONS. THE TRASH
 DUMPSTER/COMPACTORS MUST LOCATED IN AREAS EASILY
 SERVICED BY THE CITY SANITATION EQUIPMENT AND MANPOWER
 PER SECTION 74-35(A)(5) OF THE CODE OF ORDINANCES. IF A
 ROLL-OFF COMPACTOR IS PROPOSED, PLEASE PROVIDE A LETTER
 FROM THE PRIVATE PROVIDER VERIFYING THAT THEY CAN
 PROVIDE SERVICE WITH THE CONFIGURATION SHOWN ON THE
 PLANS.
  
 4. DETAILS SHEETS WILL NEED TO UTILIZE STANDARD CITY OF
 WEST PALM BEACH DETAILS, WHICH MAY BE DOWNLOADED AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 5. PRELIMINARY, UPDATED FEMA FLOOD INSURANCE MAPS ARE
 AVAILABLE AT HTTP://WWW.CO.PALM-BEACH.FL.US/NEWSROOM/08
 14/08-26-14-FLOOD_MAPS.HTM. PLEASE REVIEW THE MAPS AND
 VERIFY THAT THE NEW MAPS WILL NOT IMPACT THE PROPOSED
 PROJECT.
  
 6. PLEASE SHOW THE SIGHT TRIANGLES ON THE GROUND FLOOR
 LANDSCAPING PLAN FOR THE INTERSECTIONS AND VEHICULAR
 EXITS. (SECTION 94-305E, CODE OF ORDINANCES)
  
 7. A TRAFFIC STUDY WILL BE REQUIRED FOR THIS PROJECT
 SHOWING HOW THE PROPOSED DEVELOPMENT WILL AFFECT THE
 TRAFFIC VOLUME AND SURROUNDING LOCAL ROADWAYS. INCLUDE
 TRAFFIC ACCIDENT DATA FOR AFFECTED STREET CORRIDORS.
 ESTIMATE INCREASED OR DECREASED POTENTIAL. SAFETY
 IMPROVEMENTS SHALL BE RECOMMENDED WHERE NECESSARY.
 PLEASE SCHEDULE A MEETING WITH THE CITY TRAFFIC
 ENGINEER (BRIAN COLLINS) TO DETERMINE THE SCOPE OF THE
 REQUIRED STUDY.
  
 8. PLEASE REVISE THE LANDSCAPE PLAN TO SHOW LOCATIONS
 OF ALL WATER METERS, VALVES, CLEAN-OUTS, LIGHT POLES,
 ETC. ROOT BARRIERS MAY BE REQUIRED WHERE PLANTINGS ARE
 NEAR UNDERGROUND STORMWATER, SANITARY, OR POTABLE WATER
 LINES.
  
 9. THE AVAILABLE WATER PRESSURE IN THIS PORTION OF THE
 CITY MAY NOT BE ACCEPTABLE AT ELEVATIONS HIGHER THAN
 THE 2ND FLOOR. WE RECOMMEND A LONG-TERM PRESSURE STUDY
 BE PERFORMED PRIOR TO FINALIZATION OF THE UTILITY
 DESIGN.
  
 10. PLEASE COORDINATE WITH THE CITY ENGINEERING STAFF
 FOR THE PROPOSED UTILITY TIE IN LOCATIONS. THE AGE AND
 CONDITION OF THE EXISTING PIPES MAY NOT BE ADEQUATE FOR
 THE PROPOSED CONNECTIONS.
  
 11. INDICATE MILLING AND RESURFACING LIMITS AROUND
 TRENCH CUTS ON CITY STREETS.
  
 12. EACH BUILDING SHOULD HAVE ITS PROPORTIONATE SHARE
 OF STORM WATER TREATMENT AND PEAK FLOW ATTENUATION.
 PLEASE ALSO SHOW THE LOCATIONS OF ROOF DRAINS AND
 INDICATE WHERE THE DISCHARGE WILL BE DIRECTED. RUNOFF
 VELOCITY AND VOLUME SHOULD NOT EXCEED EXISTING
 CONDITIONS.
  
 13. PLEASE PROVIDE A TURN-AROUND AT THE EASTERN END OF
 THE ALLEY. THE ALLEY IS UTILIZED BY DELIVERY AND
 SERVICE VEHICLES (INCLUDING CITY SANITATION TRUCKS) AND
 THEY ARE UNABLE TO BACK DOWN THE LENGTH OF THE ALLEY.
  
 14. PLEASE PROVIDE VEHICULAR LIGHTING ALONG BANYAN
 PROVIDING A MINIMUM OF 1.5 FT-CANDLES.
  
 15. ADDITIONAL RIGHT-OF-WAY ALONG BANYAN WILL NEED TO
 BE DEDICATED TO THE CITY.
  
 16. CALL OUT CITY UTILITIES INSTEAD OF PBCWUD ON THE
 ROOT BARRIER DETAIL.
  
 17. NO DRAINAGE CALCULATIONS WERE PROVIDED. NOTE THE
 SFWMD EXFILTRATION TRENCH EQUATION IS NOT APPLICABLE
 FOR THE DESIGN CONDITIONS OF THE TRENCH LAYOUT.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING DIVISION OF THE PUBLIC
 WORKS DEPARTMENT. THE ENGINEERING DEVELOPMENT APPROVAL
 APPLICATION FORMS CAN BE DOWNLOADED AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 2. SOLID WASTE YARDAGE WILL NEED TO BE VERIFIED AS PART
 OF THE FINAL DESIGN TO VERIFY THAT THE DESIGN INCLUDES
 APPROPRIATE NUMBER AND SIZE OF TRASH BINS.
 3. A SEPARATE SUBMITTAL WILL BE REQUIRED TO THE
 ENGINEERING DIVISION OF THE PUBLIC WORKS DEPARTMENT FOR
 REPLAT APPROVAL. PLEASE CONTACT VINCE NOEL AT
 [email protected] TO GET A COPY OF THE PLAT APPLICATION.
 FINAL PLAT APPROVAL WILL BE BASED ON THE APPROVED SITE
 PLAN.
  
 KELLY CRANFORD, P.E.
 CAPITAL IMPROVEMENT PLAN MANAGER
 [email protected]
 561-494-1098 (OFFICE)
  
 VINCE NOEL, PSM
 CITY SURVEYOR / REAL ESTATE SUPERVISOR
 [email protected]
 561-494-1096
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 561-494-1120
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 03-03-2017 Cont ID  
Sent By pleduc Date 03-03-2017 Time   Rev Time 0.00
Received By pleduc Date 03-03-2017 Time 15:13 Sent To  
Notes
2017-03-03 15:18:343RD REVIEW RESPONSE
  
 AFTER A REVIEW OF THE PPRC RESPONSE DATED FEBRUARY 14,
 2017, FROM JON E. SCHMIDT AND ASSOCIATES, TO ANA MARIA
 APONTE, CITY URBAN DESIGNER, THE PREVIOUSLY SUBMITTED
 FIRE PREVENTION BUREAU COMMENTS HAVE BEEN ADDRESSED.
  
 THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT DOES
 NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING PLANS AT
 THE APPROPRIATE TIME AND IN ACCORDANCE WITH THE
 REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 12-08-2016 Cont ID  
Sent By pleduc Date 12-08-2016 Time   Rev Time 0.00
Received By pleduc Date 12-08-2016 Time 16:56 Sent To  
Notes
2016-12-08 16:58:292ND REVIEW RESPONSE
  
 AFTER A REVIEW OF THE PPRC RESPONSE DATED NOVEMBER 2,
 2016, FROM JON E. SCHMIDT AND ASSOCIATES, TO ANA MARIA
 APONTE, URBAN PLANNER, THE PREVIOUSLY SUBMITTED FIRE
 PREVENTION BUREAU COMMENTS HAVE BEEN ADDRESSED.
  
 THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT DOES
 NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING PLANS AT
 THE APPROPRIATE TIME AND IN ACCORDANCE WITH THE
 REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 02-25-2016 Cont ID  
Sent By pleduc Date 02-25-2016 Time   Rev Time 0.00
Received By pleduc Date 02-25-2016 Time 11:02 Sent To  
Notes
2016-02-25 11:01:19THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE RESCUE.
  
 THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
 DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
 ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
 ARE SUBMITTED FOR PERMIT.
  
 THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
 PROPOSED PROJECT.
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
 PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
 TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
 ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
 ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
 AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
 WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.
  
 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
 REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
 ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.
  
 5. THE CONSTRUCTION OF THE BUILDING SHALL COMPLY WITH
 THE 5TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
 INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.
  
 6. ALL PARKING STRUCTURES SHALL COMPLY WITH NFPA 88A,
 PARKING STRUCTURES AND NFPA 101, THE LIFE SAFETY CODE,
 INCLUDING MORE SPECIFICALLY, CHAPTER 42 STORAGE
 OCCUPANCIES (PARKING STRUCTURES)
  
 7. A NFPA 13 COMPLAINT FIRE SPRINKLER SYSTEM AND NFPA
 14 COMPLIANT WET STANDPIPE SYSTEM ARE REQUIRED FOR THIS
 STRUCTURE. TEMPORARY STANDPIPES ARE REQUIRED WHEN THE
 BUILDING REACHES THREE LEVELS OR THIRTY FEET WHILE
 BEING CONSTRUCTED. SEPARATE SHOP DRAWINGS, ARE REQUIRED
 TO BE SUBMITTED, REVIEWED AND APPROVED BY THE FIRE
 PREVENTION BUREAU PRIOR TO ANY INSTALLATION.
  
 HIGH RISES SHALL HAVE TWO SEPARATE SOURCES OF WATER
 SUPPLY.
  
 PER NFPA 14 SECTION 7.12.2, HIGH-RISE BUILDINGS SHALL
 HAVE AT LEAST TWO REMOTELY LOCATED FIRE DEPARTMENT
 CONNECTIONS FOR EACH ZONE.
  
 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.
 FOR THE PROPOSED FIRE PUMP(S) , WHAT IS(ARE) THE
 PRIMARY AND SECONDARY POWER SOURCES?
  
 8. A CLASS ?A? NFPA 72 COMPLIANT MONITORED FIRE ALARM
 SYSTEM IS REQUIRED FOR THIS STRUCTURE. SEPARATE SHOP
 DRAWINGS, ARE REQUIRED TO BE SUBMITTED, REVIEWED AND
 APPROVED BY THE FIRE PREVENTION BUREAU PRIOR TO ANY
 INSTALLATION.
  
 9. ALL ELEVATORS SHALL BE EQUIPPED WITH A REGION 7
 KEYWAY SYSTEM.
  
 ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE FIGHTER?S
 EMERGENCY OPERATIONS REQUIREMENTS OF ASME A17.1/CSA
 B44, SAFETY CODE FOR ELEVATORS.
  
 ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN
 WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL
 LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET
 MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE PASSENGER
 ELEVATOR THAT IS OPERATIONAL AND WILL ACCOMMODATE AN
 AMBULANCE STRETCHER 76 INCHES LONG AND 24 INCHES WIDE
 IN THE HORIZONTAL POSITION.
  
 10. COMPLETE LIFE SAFETY PLANS FOR EACH OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 DISTANCES, COMMON PATHS OF TRAVEL, DEAD-END CORRIDORS,
 EXIT SIGNS, EMERGENCY LIGHTING, EXITS LEADING TO A
 PUBLIC WAY, FIRE EXTINGUISHER LOCATIONS, AND ALL FIRE
 SAFETY FEATURES AND EQUIPMENT.
  
 11. ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED
 ON THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF
 FIRE PREVENTION.
  
 ALL NEW FIRE HYDRANTS AND FDC?S PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLOSELY COORDINATED WITH THE
 BUREAU OF FIRE PREVENTION. PROPOSED FIRE HYDRANTS AND
 FDC?S SHOULD BE LOCATED ON THE SAME SIDE OF THE STREET
 OR ACCESS ROADWAY TO ALLOW FREE ACCESS FOR OTHER
 ARRIVING EMERGENCY VEHICLES.
  
 12. COMMAND ROOM
  
 THE FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 1,
 CHAPTER 11, BUILDING SERVICES; 11.9 AND SHALL CONTAIN
 THE FOLLOWING FEATURES:
  
 A. SHALL BE A MINIMUM OF 200 FT SQUARED WITH A MINIMUM
 DIMENSION OF 10 FT.
 B. THE FIRE DEPARTMENT COMMUNICATIONS SYSTEM.
 C. A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED
 ACCESS TO THE PUBLIC TELEPHONE SYSTEM
 D. SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL
 FLOOR PLAN AND DETAILING THE BUILDING CORE, MEANS OF
 EGRESS, FIRE PROTECTION SYSTEMS, FIRE-FIGHTING
 EQUIPMENT AND FIRE DEPARTMENT ACCESS AND THE LOCATION
 OF FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE
 BARRIERS AND SMOKE PARTITIONS
 E. A WORK TABLE.
 F. IF APPLICABLE, A HAZARDOUS MATERIAL MANAGEMENT PLAN
 FOR THE BUILDING.
 G. THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM
 CONTROL UNIT.
 H. ANNUNCIATOR UNIT VISUALLY INDICATING THE LOCATION OF
 THE ELEVATORS AND WHETHER THEY ARE OPERATIONAL
 I. STATUS INDICATORS AND CONTROLS FOR AIR DISTRIBUTION
 SYSTEMS.
 J. CONTROLS FOR UNLOCKING STAIRWAY DOORS SIMULTANEOUSLY
 K. SPRINKLER VALVE AND WATER FLOW DETECTOR DISPLAY
 PANELS
 L. EMERGENCY AND STANDBY POWER STATUS INDICATORS
 M. FIRE PUMP STATUS INDICATORS
 N. GENERATOR SUPERVISION DEVICES AND MANUAL START AND
 TRANSFER FEATURES.
 O. PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED
 BY OTHER SECTIONS OF THIS CODE
 P. CONTROLS REQUIRED FOR SMOKE CONTROL
 Q. ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME
 A17.1.
 R. ELEVATOR EMERGENCY OR STANDBY POWER SELECTOR
 SWITCH(ES), WHERE EMERGENCY OR STANDBY POWER IS
 PROVIDED
  
 13. RADIO
  
 NFPA 1, CHAPTER 11, BUILDING SERVICES; 11.10 TWO-WAY
 RADIO ENHANCEMENT SERVICES.
  
 11.10.1 IN ALL NEW AND EXISTING BUILDINGS, MINIMUM
 RADIO SIGNAL STRENGTH FOR FIRE DEPARTMENT
 COMMUNICATIONS SHALL BE MAINTAINED AT A LEVEL
 DETERMINED BY THE AHJ.
  
 MAINTAIN A MINIMUM RADIO SIGNAL STRENGTH OF 102.0 DBM
 FOR THE RADIO SYSTEM USED BY WEST PALM BEACH FIRE
 RESCUE. IF THE MINIMUM CANNOT BE MAINTAINED, A
 BI-DIRECTIONAL AMPLIFIED SYSTEM SHALL BE INSTALLED WITH
 A MINIMUM 2-HOUR RUN TIME BATTERY BACK-UP.
  
 14. KNOX-BOX KEY SYSTEM SHALL BE REQUIRED FOR THIS
 BUILDING.
  
 ANY GATES SHALL BE PROVIDED WITH KNOX KEY ACCESS LOCKS,
 PADLOCKS AND/OR SWITCHES FOR 24 HOUR EMERGENCY ACCESS.
  
 15. THE SMOKE CONTROL SYSTEM SHALL COMPLY WITH NFPA
 101, CHAPTER 9, BUILDING SERVICE AND FIRE PROTECTION
 EQUIPMENT, INCLUDING:
  
 THE SMOKE CONTROL SYSTEMS SHALL BE INSTALLED,
 INSPECTED, TESTED, AND MAINTAINED IN ACCORDANCE WITH
 NFPA 92, STANDARD FOR SMOKE CONTROL SYSTEMS; NFPA 204,
 STANDARD FOR SMOKE AND HEAT VENTING; OR NATIONALLY
 RECOGNIZED STANDARDS, ENGINEERING GUIDES, OR
 RECOMMENDED PRACTICES, AS APPROVED BY THE AUTHORITY
 HAVING JURISDICTION.
  
 THE ENGINEER OF RECORD SHALL CLEARLY IDENTIFY THE
 INTENT OF THE SYSTEM, THE DESIGN METHOD USED, THE
 APPROPRIATENESS OF THE METHOD USED, AND THE REQUIRED
 MEANS OF INSPECTING, TESTING, AND MAINTAINING THE
 SYSTEM.
  
 ACCEPTANCE TESTING SHALL BE PERFORMED BY A SPECIAL
 INSPECTOR IN ACCORDANCE WITH SECTION 9.9.
  
 16. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 17. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
 PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
 THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 3 Status P Date 03-21-2017 Cont ID  
Sent By rcaranci Date 03-21-2017 Time 10:41 Rev Time 0.00
Received By rcaranci Date 03-21-2017 Time 10:41 Sent To  
Notes
2017-03-21 10:41:34FROM: RAY CARANCI, LANDSCAPE PLANNER
 PROJECT: BANYAN RESIDENTIAL MICRO UNITS Z16020010
 MARCH 21, 2016
  
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 COMMENTS 1. THROUGH 5 PREVIOUSLY SATISFIED.
  
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES AND RIGHT OF WAY LANDSCAPING AND
 IRRIGATION APPROVED WITH THIS PETITION.
  
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop L LANDSCAPING
Rev No 2 Status P Date 12-16-2016 Cont ID  
Sent By rcaranci Date 12-16-2016 Time 16:49 Rev Time 0.00
Received By rcaranci Date 12-16-2016 Time 16:41 Sent To  
Notes
2016-12-16 16:49:56FROM: RAY CARANCI, LANDSCAPE PLANNER
 PROJECT: BANYAN RESIDENTIAL MICRO UNITS Z16020010
 DECEMBER 16, 2016
  
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. SATISFIED. PLEASE REVISE THE OPEN SPACE DIAGRAM AND
 CALCULATIONS FOR THE REQUIRED 3% PUBLIC OPEN SPACE ON
 SHEET A-1.02 TO MEET THE REQUIREMENTS FOR ONE OF THE
 PUBLIC OPEN SPACE CATEGORIES IN SECTION 94-109 TABLE
 IV-7. SELECTED CATEGORY MUST MEET THE DEFINITION FOUND
 IN SECTION 94-109, AND HAVE A LANDSCAPE PLAN PROVIDED.
  
 2. SATISFIED. PLEASE CORRECT THE FOLLOWING CALCULATIONS
 FOR TREE CANOPY BY SPECIES PER SECTION 94-109 TABLE
 IV-8: TYPE 2 MEDIUM TREE MUST BE 10 FEET IN HEIGHT;
 TIBOUCHINA LISTED AS 100 SQ FT, SHOULD BE TYPE 3 AT 150
 SQ FT.
  
 3. SATISFIED. PLEASE USE THE WATER NEEDS CATEGORY FOR
 EACH SPECIES ON THE PLANT LIST FROM THE SFWMD WATERWISE
 GUIDE TO SHOW COMPLIANCE WITH THE FLORIDA FRIENDLY
 LANDSCAPE CHART SECTION 94-446 (G).
  
 4. SATISFIED. PLEASE PROVIDE A TREE SURVEY AND TREE
 DISPOSITION PLAN INDICATING WHETHER THE EXISTING SABAL
 PALMS ADJACENT TO THE PARKING GARAGE WILL BE RELOCATED
 OR REMOVED.
  
 5. SATISFIED. STREET TREES MUST BE 14 FEET MINIMUM.
 PLEASE REVISE.
  
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES AND RIGHT OF WAY LANDSCAPING AND
 IRRIGATION APPROVED WITH THIS PETITION.
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.THE
 APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE RESPONSIBLE
 FOR THE MAINTENANCE OF THE ROAD RIGHT OF WAY
 LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 03-07-2016 Cont ID  
Sent By rcaranci Date 03-07-2016 Time 16:07 Rev Time 0.00
Received By rcaranci Date 03-07-2016 Time 16:07 Sent To  
Notes
2016-03-07 16:07:41FROM: RAY CARANCI, LANDSCAPE PLANNER
 PROJECT: BANYAN RESIDENTIAL MICRO UNITS Z16020010
  
  
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. PLEASE REVISE THE OPEN SPACE DIAGRAM AND
 CALCULATIONS FOR THE REQUIRED 3% PUBLIC OPEN SPACE ON
 SHEET A-1.02 TO MEET THE REQUIREMENTS FOR ONE OF THE
 PUBLIC OPEN SPACE CATEGORIES IN SECTION 94-109 TABLE
 IV-7. SELECTED CATEGORY MUST MEET THE DEFINITION FOUND
 IN SECTION 94-109, AND HAVE A LANDSCAPE PLAN PROVIDED.
  
 2. PLEASE CORRECT THE FOLLOWING CALCULATIONS FOR TREE
 CANOPY BY SPECIES PER SECTION 94-109 TABLE IV-8: TYPE 2
 MEDIUM TREE MUST BE 10 FEET IN HEIGHT; TIBOUCHINA
 LISTED AS 100 SQ FT, SHOULD BE TYPE 3 AT 150 SQ FT.
  
 3. PLEASE USE THE WATER NEEDS CATEGORY FOR EACH SPECIES
 ON THE PLANT LIST FROM THE SFWMD WATERWISE GUIDE TO
 SHOW COMPLIANCE WITH THE FLORIDA FRIENDLY LANDSCAPE
 CHART SECTION 94-446 (G).
  
 4. PLEASE PROVIDE A TREE SURVEY AND TREE DISPOSITION
 PLAN INDICATING WHETHER THE EXISTING SABAL PALMS
 ADJACENT TO THE PARKING GARAGE WILL BE RELOCATED OR
 REMOVED.
  
 5. STREET TREES MUST BE 14 FEET MINIMUM. PLEASE REVISE.
  
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
 2. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 STREET TREES AND RIGHT OF WAY LANDSCAPING AND
 IRRIGATION APPROVED WITH THIS PETITION.
 3. THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD RIGHT OF
 WAY LANDSCAPING AND IRRIGATION. THIS WILL BE THROUGH A
 SEPARATE MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 03-28-2017 Cont ID  
Sent By tward Date 03-28-2017 Time 12:15 Rev Time 0.00
Received By tward Date 03-28-2017 Time 12:15 Sent To  
Notes
2017-03-28 12:15:32THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT
 APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT HTTP://
 WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER
 MITS-APPLICATIONS
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. PRELIMINARY, UPDATED FEMA FLOOD INSURANCE MAPS ARE
 AVAILABLE AT
 HTTP://MAPS.CO.PALM-BEACH.FL.US/GIS/FLOODZONES.ASPX?.
 PLEASE REVIEW THE MAPS AND VERIFY THAT THE NEW MAPS
 WILL NOT IMPACT THE PROPOSED PROJECT.
  
 2. THE FREEBOARD REQUIREMENT FOR STRUCTURES IN A
 SPECIAL FLOOD HAZARD AREA IS ONE FOOT ABOVE BASE FLOOD
 ELEVATION. THE CITY IS CONSIDERING INCREASING THE
 FREEBOARD TO TWO FEET IN THE SPECIAL FLOOD HAZARD
 AREAS.
  
 3. SHOW PIPE INVERTS ON THE FINAL PLANS.
  
 4. PREFERRED CONNECTION OF THE PROPOSED STORM DRAINS IS
 TO THE EXISTING STORM DRAINS IN BANYAN BLVD.
  
 5. PROVIDE A DETAIL OF HOW THE WEIR WILL ATTACH TO THE
 WALLS FOR THE OUTLET PIPE IN THE CORNER OF THE
 STRUCTURE.
  
 6. INDICATE HOW ROOF RUNOFF AND GROUND SURFACE RUNOFF
 WILL BE ROUTED TO THE DRAINAGE SYSTEM.
  
 7. SHOW THE PROPOSED BANYAN BLVD RIGHT-OF-WAY LINE
 (BACK OF EXISTING SIDEWALK?) ON THE SITE PLAN AND
 ENGINEERING PLANS.
  
 8. LANDSCAPE PLANS SHOW BOLLARDS AT EACH END OF THE
 CROSS-BLOCK PASSAGE. HOW WILL THESE AFFECT THE TRUCK
 TRAFFIC EXPECTED IIN THE ALLEY?
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop Z ZONING
Rev No 3 Status F Date 05-30-2017 Cont ID  
Sent By aaponte Date 05-30-2017 Time 12:05 Rev Time 0.00
Received By aaponte Date   Time   Sent To  
Notes
2017-05-30 12:06:11SITE AREA= 54,842SF
 2.75 FAR = 150,815.6SF
 TDRS .5 FAR = 27,421SF
  
 TOTAL ALLOWED = 178,237SF ( SHEET A0.01 HAS THE TDRS AT
 27,429SF- MINOR CORRECTION NEEDED)
  
 - PLEASE CLEARLY INDICATE THE PROPERTY LINE IN ALL THE
 FLOOR PLANS, SITE PLAN.
 - PLEASE LABEL THE SPACES ARE NOT COUNTED AS FAR
 (TRASH, FLP VAULT ETC)
 - IN SHEET A1.01 THERE IS A NOTE ON BANYAN INDICATING A
 CANOPY OVERHANG, BUT I DO NOT SEE THAT IN ANY OF THE
 ELEVATIONS THOUGH IT IS SHOWN IN THE SECTIONS. IS THAT
 A CONTINUOUS CANOPY ALONG THE ENTIRE BUILDING FRONTAGE?
 THERE IS AN ADDITIONAL CANOPY AT THE BUILDING ENTRANCE
 INDICATED IN THE FACADE. PLEASE CLARIFY.
 - THERE IS ALSO A COLUMN ON THE NORTHEAST SIDE OF THE
 EAST LOBBY THAT IS ENCROACHING INTO THE MINIMUM
 SETBACK. IT DOES NOT SEEM TO MATCH WITH THE UPPER
 LEVELS.
 - VEHICULAR CURB CUT CAN BE REDUCED TO 10 FEET EACH
 TRAVEL LANE.
 - PLEASE INDICATE THAT THE SIDEWALK WILL CONTINUE AT
 THE SAME LEVEL ACROSS THE DRIVEWAY.
 - PLEASE PROVIDE ADDITIONAL DETAILS ON THE 1ST FLOOR
 FACADE. IS THERE ANY KICK PLATE PROPOSED? WHAT MATERIAL
 ARE THE ROUND COLUMNS? PLEASE PROVIDE PICTURES OF THE
 PROPOSED NATURAL WOOD PANELING AND BRING SAMPLE TO THE
 MEETING.
 - IS THERE ANY CONSIDERATION TO PROVIDE A MORE
 PEDESTRIAN FRIENDLY SCALE ALONG THE FRONTAGE? THE GLASS
 STOREFRONT IS 18 FEET IN HEIGHT, AND THE CANOPY IS AT
 THE SAME HEIGHT. CAN THE FIRST FLOOR BE SMALLER OR THE
 CANOPY LOWERED? CONSIDERING THERE ARE NOT EVEN
 COMMERCIAL USES IN THE FIRST FLOOR THE 18 FEET
 STOREFRONT SEEMS A LOT.
 - DO YOU HAVE ANY RENDERING OF THE NEW PASSAGE WAY? I
 THINK THAT CAN BE NICE TO SHOW, THE ENHANCEMENT OF THE
 PUBLIC REALM WITH THE NEW CONNECTION WITH CLEMATIS AND
 THE PROPOSED SHARED OFFICE SPACE.
 - IS THERE REALLY A NEED TO HAVE THE MECHANICAL
 SCREENING AS ONE ADDITIONAL FLOOR? OR CAN IT BE
 MODIFIED SIMILAR TO WHAT WAS DONE FOR CLEMATIS PLACE?
 - PLEASE ADJUST THE PARKING TABLE TO REFLECT PROPOSED
 CODE CHANGE, AND INDICATE BIKE PARKING AND SHARED
 PARKING SPACES.
 - PLEASE LIST ALL THE UNITS IN THE UNIT TABLE SO WE CAN
 HAVE THE INFORMATION FOR EACH UNIT IN ADDITION TO THE
 AVERAGE.
Review Stop Z ZONING
Rev No 2 Status F Date 12-09-2016 Cont ID  
Sent By aaponte Date 12-09-2016 Time 14:25 Rev Time 0.00
Received By aaponte Date 11-07-2016 Time 14:25 Sent To  
Notes
2016-12-09 14:25:111. NOT SATISFIED- PROPOSED PROJECT DOES NOT COMPLY WITH
 THE MINIMUM SIZE OF A DWELLING UNIT OR THE CUMULATIVE
 AVERAGE SIZE OF A DWELLING UNIT AS PRESCRIBED BY SEC
 94-109.
 2. SATISFIED- PLEASE CORRECT CALCULATIONS FOR ACTIVE
 USES ALONG BANYAN BOULEVARD. PARKING ENTRANCES,
 MECHANICAL SPACES AND STORAGE ARE NOT CONSIDERED ACTIVE
 USES (SHEET A0.01).
 3. SATISFIED - PROPOSED PUBLIC OPEN SPACE DOES NOT
 COMPLY WITH THE MINIMUM DIMENSIONS FOR A POS (ONE SIDE
 NO MORE THAN 5 TIMES THE OTHER SIDE).
 4. NOT SATISFIED, PARKING RAMPS SHALL NOT EXCEED 6%
 SLOPE- PLEASE INDICATE THE PARKING RAMP PROPOSED SLOPE
 (SEC 94-111 (Q)(2) ? NON-PARKING RAMP SLOPE HIGHER THAN
 14% REQUIRES A BREAK-OVER TRANSITION).
 5. SATISFIED -A 20' SIDE SETBACK IS REQUIRED ABOVE THE
 5TH STORY.
 6. NOT SATISFIED, PLEASE PROVIDE INFORMATION TO CONFIRM
 THAT NO PORTION OF ANY FACADE GREATER THAN 20% OF THE
 ENTIRE FACADE ELEVATION IS ABSENT OFF FENESTRATION AND
 ABSENT OF A PLANAR BREAK OF AT LEAST TWO FEET IN DEPTH.
 PLEASE EXPLAIN THE ARCHITECTURAL TREATMENT PROVIDED FOR
 THE PARKING GARAGE ELEVATION TO DETERMINE IF THAT
 COMPLIES WITH BLANK WALL REGULATIONS- BLANK WALLS ARE
 NOT PERMITTED.
 7. SATISFIED- PROPOSED CONVENIENCE STORE WILL NOT BE
 ALLOWED TO SALE ALCOHOL (BEER, WINE OR HARD LIQUOR).
 8. SATISFIED- PLEASE INDICATE THE TREATMENT OF THE
 GARAGE ROOFTOP THAT WILL NOT BE UTILIZED FOR ROOF
 GARDEN.
 9. NOT SATISFIED, PLEASE PROVIDE A DESIGNED DETAIL TO
 SHOW THE SIDEWALK LEVEL MAINTAINED AT THE DRIVEWAY. DO
 NOT USE WPB DETAIL GD-7- DRIVEWAY SHALL BE MAINTAINED
 AT THE ADJACENT SIDEWALK LEVEL.
 10. NOT SATISFIED, AUTO TURN NOT INCLUDED IN SET
 SUBMITTED. FURTHER DISCUSSION WITH SANITATION
 DEPARTMENT NEEDED- PLEASE INDICATE HOW IS THE GARBAGE
 PICK-UP OPERATION (CIRCULATION, STAGING, PRIVATE OR
 PUBLIC). PLEASE PROVIDE AUTO TURN FOR THE LOADING
 AREAS.
 11. NOT SATISFIED, VARIANCE REQUEST MENTIONED ON
 RESPONSE LETTER. PLEASE NOTE THAT PLANAR BREAK SHALL
 OCCUR FOR THE ENTIRE HEIGHT OF THE PODIUM- PLEASE
 PROVIDE INFORMATION TO CONFIRM COMPLIANCE WITH PLANAR
 BREAK REGULATIONS.
 12. SATISFIED- PLEASE PROVIDE INFORMATION TO CONFIRM
 COMPLIANCE WITH TRANSPARENCY REGULATIONS.
 NEW COMMENTS BASED ON 11/7/16 SUBMITTAL:
 13. DRIVE AISLE SHALL BE MINIMUM 24' IN WIDTH WHEN 90
 DEGREE PARKING IS PROVIDED.
 14. PLEASE PROVIDE ADDITIONAL INFORMATION FOR THE
 TREATMENT OF THE FIRST FLOOR, INCLUDE MATERIALS. SOME
 CONCERN ABOUT THE EXCESIVE GLASS AS SOME OF THE USES
 ARE NOT CONDUCIVE TO SUCH AMOUNT OF TRANSPARENCY (YOGA
 ROOM OR SCREENING ROOM).
 15. PLEASE PROVIDE MORE DETAILS ON FACADE, CROSS
 SECTION OF FACADE TO DEMONSTRATE THE DEPTH OF THE
 WINDOWS INDICATED ON THE RENDERINGS, THE MATERIALS
 PROPOSED ETC. ARE THE STAIRS AT THE SW CORNER OF
 BUILDING PROPOSED TO HAVE THE SAME TREATMENT OF A
 RESIDENTIAL UNIT?
 16. BUILDING EXCEEDS MAXIMUM BUILDING FOOTPRINT ON 4TH
 FLOOR (MAX ALLOWED=60%; PROPOSED 79%)
 17. MINIMUM SETBACK AREA (16') CANNOT BE ENCLOSED AS A
 PRIVATE PATIO.
 18. BACK FLOW PREVENTORS SHALL BE SCREENED FROM STREET.
 19. PLEASE PROVIDE A HARDSCAPE DRAWINGS WITH DETAIL ON
 PROPOSED MATERIALS, LIGHTING PLAN AND ANY OTHER STREET
 FURNITURE PROPOSED.
 20. PLEASE PROVIDE A TABLE WITH THE SIZE OF EACH UNIT
 AND THE AVERAGE FOR BUILDING.
 21. PLEASE PROVIDE INFORMATION TO CONFIRM COMPLIANCE
 WITH BICYCLE PARKING REGULATION (1/15 REQUIRED SPACES).
 22. FLOOR PLANS FOR LEVEL 10 AND 12 ARE MISSING FROM
 SUBMITTED SET.
 23. STAFF RECOMMENDS THE BUIDLING TO RESPOND TO THE
 SMALLER SCALE OF CLEMATIS STREET WITH SOME STEP DOWN AT
 THE SW CORNER OF THE BUILDING.
 24. THE PROPOSED USES ON THE FIRST FLOOR RESULT IN A
 SINGLE ENTRANCE TO THE BUIDLING. STAFF SUGGESTS THE
 INTRODUCTION OF ADDITIONAL ACTIVE USES AT GROUND LEVEL
 TO CONTRIBUTE TO THE PEDESTRIAN ENVIRONMENT AND
 ACTIVITY (MORE ENTRANCES).
 ADDITIONAL COMMENTS:
 1. NOT SATISFIED -PROJECT IS UTILIZING THE TDR PROGRAM,
 THEREFORE DAC SPECIAL REVIEW WILL BE REQUIRED.
 2. NOT SATISFIED - SURVEY SHALL INCLUDE MEASUREMENTS OF
 THE EXISTING SIDEWALKS, AND ROW INCLUDING SIDEWALK
 ACROSS THE STREET AND FACE OF BUILDINGS.
 3. SATISFIED - THE SITE PLAN DRAWING SHALL INCLUDE THE
 ADJACENT BUILDINGS AND STREET, INCLUDING THE BUILDINGS
 ACROSS THE STREET , AND SHOW THE PROJECT INSERTED IN
 THE CONTEXT.
 4. SATISFIED - PLEASE PROVIDE ELECTRONIC DRAWINGS (DXF
 OR CADD) TO ALLOW THE MEASUREMENT OF THE FAR AREA
 INDICATED IN SHEET A0.06.
 5. SATISFIED- PLEASE INCLUDE PROPERTY LINES AND SETBACK
 LINES IN ALL FLOOR PLANS AND ELEVATIONS.
 6. SATISFIED- PLEASE PROVIDE COLORED ELEVATIONS (ALL
 FACADES) WITH CALL OUT MATERIALS AND REFERENCE PICTURES
 OF PROPOSED MATERIALS (INDICATE SCALE). FACADES SHALL
 INCLUDE ADJACENT BUILDINGS TO SHOW THE PROJECT IN ITS
 CONTEXT.
 7. SATISFIED- RENDERINGS SHALL BE AN ACCURATE
 REFLECTION OF THE SURROUNDING AREA, ACCOUNTING FOR
 EXISTING STREET DIMENSIONS AND SURROUNDING BUILDINGS.
 8. SATISFIED - FIRST FLOOR PLAN SHALL INDICATE THE
 LOCATION OF PROPOSED DOORS AND WINDOWS.
Review Stop Z ZONING
Rev No 1 Status F Date 03-08-2016 Cont ID  
Sent By aaponte Date 03-08-2016 Time 11:39 Rev Time 0.00
Received By aaponte Date 03-08-2016 Time 11:39 Sent To  
Notes
2016-03-08 12:00:061. PROPOSED PROJECT DOES NOT COMPLY WITH THE MINIMUM
 SIZE OF A DWELLING UNIT OR THE CUMULATIVE AVERAGE SIZE
 OF A DWELLING UNIT AS PRESCRIBED BY SEC 94-109.
 2. PLEASE CORRECT CALCULATIONS FOR ACTIVE USES ALONG
 BANYAN BOULEVARD. PARKING ENTRANCES, MECHANICAL SPACES
 AND STORAGE ARE NOT CONSIDERED ACTIVE USES (SHEET
 A0.01).
 3. PROPOSED PUBLIC OPEN SPACE DOES NOT COMPLY WITH THE
 MINIMUM DIMENSIONS FOR A POS (ONE SIDE NO MORE THAN 5
 TIMES THE OTHER SIDE).
 4. PLEASE INDICATE THE PARKING RAMP PROPOSED SLOPE (SEC
 94-111 (Q)(2) ? NON-PARKING RAMP SLOPE HIGHER THAN 14%
 REQUIRES A BREAK-OVER TRANSITION).
 5. A 20? SIDE SETBACK IS REQUIRED ABOVE THE 5TH STORY.
 6. BLANK WALLS ARE NOT PERMITTED.
 7. PROPOSED CONVENIENCE STORE WILL NOT BE ALLOWED TO
 SALE ALCOHOL (BEER, WINE OR HARD LIQUOR).
 8. PLEASE INDICATE THE TREATMENT OF THE GARAGE ROOFTOP
 THAT WILL NOT BE UTILIZED FOR ROOF GARDEN.
 9. DRIVEWAY SHALL BE MAINTAINED AT THE ADJACENT
 SIDEWALK LEVEL.
 10. PLEASE INDICATE HOW IS THE GARBAGE PICK-UP
 OPERATION (CIRCULATION, STAGING, PRIVATE OR PUBLIC).
 PLEASE PROVIDE AUTO TURN FOR THE LOADING AREAS.
 11. PLEASE PROVIDE INFORMATION TO CONFIRM COMPLIANCE
 WITH PLANAR BREAK REGULATIONS.
 12. PLEASE PROVIDE INFORMATION TO CONFIRM COMPLIANCE
 WITH TRANSPARENCY REGULATIONS.
  
 ADDITIONAL COMMENTS:
 1. PROJECT IS UTILIZING THE TDR PROGRAM, THEREFORE DAC
 SPECIAL REVIEW WILL BE REQUIRED.
 2. SURVEY SHALL INCLUDE MEASUREMENTS OF THE EXISTING
 SIDEWALKS, AND ROW INCLUDING SIDEWALK ACROSS THE STREET
 AND FACE OF BUILDINGS.
 3. THE SITE PLAN DRAWING SHALL INCLUDE THE ADJACENT
 BUILDINGS AND STREET, INCLUDING THE BUILDINGS ACROSS
 THE STREET , AND SHOW THE PROJECT INSERTED IN THE
 CONTEXT.
 4. PLEASE PROVIDE ELECTRONIC DRAWINGS (DXF OR CADD) TO
 ALLOW THE MEASUREMENT OF THE FAR AREA INDICATED IN
 SHEET A0.06.
 5. PLEASE INCLUDE PROPERTY LINES AND SETBACK LINES IN
 ALL FLOOR PLANS AND ELEVATIONS.
 6. PLEASE PROVIDE COLORED ELEVATIONS (ALL FACADES) WITH
 CALL OUT MATERIALS AND REFERENCE PICTURES OF PROPOSED
 MATERIALS (INDICATE SCALE). FACADES SHALL INCLUDE
 ADJACENT BUILDINGS TO SHOW THE PROJECT IN ITS CONTEXT.
 7. RENDERINGS SHALL BE AN ACCURATE REFLECTION OF THE
 SURROUNDING AREA, ACCOUNTING FOR EXISTING STREET
 DIMENSIONS AND SURROUNDING BUILDINGS.
 8. FIRST FLOOR PLAN SHALL INDICATE THE LOCATION OF
 PROPOSED DOORS AND WINDOWS.
  
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