Plan Review Details - Project Z15010034
Plan Review Stops For Project Z15010034
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 02-11-2015 Cont ID  
Sent By rbrown Date 02-11-2015 Time 11:47 Rev Time 0.00
Received By rbrown Date 02-11-2015 Time 11:47 Sent To  
Notes
2015-02-11 11:50:44DEVELOPMENT 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. WHEN SUBMITTED FOR PERMIT, THE PLANS SHALL SHOW AT
 LEAST ONE ACCESSIBLE ROUTE, COMPLYING WITH SECTIONS
 206.2 AND 402.2 OF FLORIDA ACCESSIBILITY CODE, FROM THE
 PUBLIC RIGHT-OF-WAY TO ALL ACCESSIBLE BUILDING OR
 FACILITY ENTRANCES.
  
 3. THE ADDITION TO THE EXISTING BUILDING IS COVERED BY
 CHAPTER 10 OF THE FLORIDA EXISTING BUILDING CODE. THE
 HEIGHT AND/OR AREA INCREASE DUE TO THE PROPOSED
 ADDITION SHALL NOT INCREASE THE TOTAL BUILDING HEIGHT
 AND/OR AREA BEYOND THAT ALLOWED UNDER THE APPLICABLE
 PROVISIONS OF CHAPTER 5 OF THE FLORIDA BUILDING CODE
 FOR THE TYPE OF CONSTRUCTION USED.
  
 4. ALL APPLICABLE PERMITS AND SUB-PERMITS MUST BE
 OBTAINED BEFORE COMMENCING THE WORK. SEPARATE PERMITS,
 PLANS AND FEES, ARE REQUIRED FOR 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.
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status P Date 04-06-2015 Cont ID  
Sent By cranford Date 04-06-2015 Time 15:07 Rev Time 0.00
Received By cranford Date 04-06-2015 Time 15:07 Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 02-04-2015 Cont ID  
Sent By cranford Date 02-04-2015 Time 08:56 Rev Time 0.00
Received By cranford Date 02-03-2015 Time 13:25 Sent To  
Notes
2015-02-03 14:19:49PUBLIC WORKS DEPT.
  
 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/
  
 1) PLEASE SUBMIT A COPY OF THE ALTA/ACSM SURVEY WHICH
 HAS BEEN SIGNED/SEALED BY PROFESSIONAL SURVEY & MAPPER
 (PSM).
  
 2) PLEASE PROVIDE AN UPDATED PHOTOMETRIC PLAN
 DEMONSTRATING THE PROPOSED DESIGN MEETS THE
 REQUIREMENTS OF CITY ORDINANCE 94-309 AND 94-113.
  
 3) PLEASE PROVIDE A TRAFFIC IMPACT STUDY SHOWING HOW
 THE NEW SITE CONFIGURATION AND NEW USES WILL EFFECT THE
 TRAFFIC ON SURROUNDING LOCAL ROADWAYS. ALSO PROVIDE
 CALCULATIONS SUPPORTING THE QUEING LENGTH FOR THE BANK
 DRIVE THROUGH.
  
 4) PLEASE PROVIDE UPDATED POTABLE WATER DEMAND,
 SANITARY PEAK FLOW, AND SOLID WASTE YARDAGE ESTIMATES.
 AS PART OF THE FINAL DESIGN, THE SOLID WASTE YARDAGE
 CALCULATIONS WILL NEED TO BE SUBMITTED SHOWING THAT THE
 APPROPRIATE NUMBER AND SIZE OF TRASH BINS ARE PROVIDED
 ON THE SITE.
  
 5) PLEASE SHOW HOW THE PROPOSED EXIT FROM THE BANK
 DRIVE THROUGH INTO THE PARKING GARAGE WILL TIE INTO THE
 PARKING GARAGE TRAFFIC CIRCULATION.
  
 6) MODIFICATIONS WITHIN THE RIGHT-OF-WAY ALONG
 OKEECHOBEE AND LAKEVIEW REQUIRE FDOT APPROVAL.
  
 7) SHOW WHERE THE GREASE TRAP WILL BE LOCATED FOR THE
 PROPOSED RESTAURANT.
  
 8) THE DRIVEWAY ENTRANCE ALONG CHASE AVENUE MUST COMPLY
 WITH CITY STANDARD DETAIL GC-7. HTTP://WPB.ORG/ENGINEER
 ING/ENGINEERING-SERVICES/ENGINEERING-STANDARDS/
  
 9) PLEASE CLARIFY WHERE THE TREES WILL BE LOCATED ON
 SHEET A-103. IT APPEARS THAT PALM TREES ARE PROPOSED TO
 BE PLANTED WITHIN THE SIDEWALK.
  
 THE FOLLOWING WILL NEED BE ADDRESSED IN THE ENGINEERING
 DEVELOPMENT APPLICATION
  
 A1) WHAT IS THE CONDITION OF THE EXFILTRATION TRENCH,
 WHICH WAS DESIGNED TO PROVIDE WATER QUALITY TREATMENT
 AND STORM ATTENUATION FOR THIS SITE? PLEASE PROVIDE AN
 INSPECTION REPORT SIGNED AND SEALED BY A PROFESSIONAL
 ENGINEER. EXFILTRATION TRENCHES TYPICALLY REQUIRE
 REPLACEMENT EVERY 10 TO 15 YEARS. THE TRENCHES ON THIS
 SITE WERE FIRST INSTALLED IN THE LATE 1980'S AND IT MAY
 BE DUE FOR REPLACEMENT.
  
 A2) IS THE EXISTING EXFILTRATION TRENCH ABLE TO
 ACCOMODATE THE ROOF RUNOFF FROM THE PROPOSED NEW
 CONSTRUCTION? PLEASE SHOW WHERE THE ROOF DRAINS WILL
 DISCHARGE AND THAT THE VELOCITY OF THE ROOF DRAINAGE
 WILL NOT ADVERSELY EFFECT THE EFFICIENCY OF THE TRENCH.
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 02-04-2015 Cont ID  
Sent By pleduc Date 02-04-2015 Time   Rev Time 0.00
Received By pleduc Date 02-04-2015 Time 14:03 Sent To  
Notes
2015-02-04 15:12:44THE 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.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. 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.
  
 4. INSUFFICIENT DETAIL IS SHOWN TO ACCURATELY PROVIDE
 COMMENTS TO THE FIRE PREVENTION REQUIREMENTS OF EACH
 PROPOSED OCCUPANCY.
  
 5. EACH PROPOSED OCCUPANCY SHALL COMPLY WITH THE
 REQUIREMENTS OF THE 2012 EDITION OF THE FLORIDA FIRE
 PREVENTION CODE AND ALL ASSOCIATED APPLICABLE CODES AND
 STANDARDS.
  
 6. A FIRE ALARM AND FIRE SPRINKLER SYSTEM SHALL BE
 REQUIRED FOR EACH PROPOSED OCCUPANCY UNLESS SUFFICIENT
 AND APPROVED CODE INFORMATION IS PROVIDED TO THE
 CONTRARY. THE LIFE SAFETY SYSTEMS SHALL REMAIN FULLY
 FUNCTIONAL DURING ALL CONSTRUCTION ACTIVITIES.
  
 7. A LIFE SAFETY PLAN FOR EACH PROPOSED OCCUPANCY SHALL
 BE PROVIDED AT THE TIME OF BUILDING PLAN SUBMITTAL. THE
 PLAN SHALL SHOW THE PROPOSED OCCUPANY LOAD, COMMON
 PATHS OF TRAVEL, FIRE WALL LOCATIONS, RATED CORRIDORS,
 EXIT PATHS, EXITS LEADING TO A PUBLIC WAY, EMERGENCY
 LIGHTS, AND FIRE EXTINGUISHER LOCATIONS. THE EXISTING
 BUILDING EXIT CAPACITY SHALL BE INCLUDED IN THE
 PROPOSED OCCUPANCY CALCULATION WHERE APPLICABLE.
  
 8. FIRE SPRINKLER PROTECTION SHALL BE REQUIRED FOR THE
 PROTECTION OF THE PROPOSED PORTE COCHERE.
  
Review Stop L LANDSCAPING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 02-03-2015 Cont ID  
Sent By cranford Date 02-03-2015 Time 13:26 Rev Time 0.00
Received By cranford Date 02-03-2015 Time 13:25 Sent To  
Notes
2015-02-03 13:26:11PLEASE SEE ENG - PPRC - ENGINEERING COMMENTS.
Review Stop STORM STORMWATER
Rev No 1 Status F Date 02-03-2015 Cont ID  
Sent By cranford Date 02-03-2015 Time 13:26 Rev Time 0.00
Received By cranford Date 02-03-2015 Time 13:26 Sent To  
Notes
2015-02-03 13:26:34PLEASE SEE ENG - PPRC - ENGINEERING COMMENTS.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 02-03-2015 Cont ID  
Sent By cranford Date 02-03-2015 Time 13:27 Rev Time 0.00
Received By cranford Date 02-03-2015 Time 13:26 Sent To  
Notes
2015-02-03 13:26:58PLEASE SEE ENG - PPRC - ENGINEERING COMMENTS.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 02-03-2015 Cont ID  
Sent By cranford Date 02-03-2015 Time 13:27 Rev Time 0.00
Received By cranford Date 02-03-2015 Time 13:27 Sent To  
Notes
2015-02-03 13:27:26PLEASE SEE ENG - PPRC - ENGINEERING COMMENTS.
Review Stop Z ZONING
Rev No 1 Status F Date 02-11-2015 Cont ID  
Sent By aaponte Date 02-11-2015 Time 12:37 Rev Time 0.00
Received By aaponte Date 02-11-2015 Time 10:55 Sent To  
Notes
2015-02-11 11:44:461- PLEASE PROVIDE INFORMATION REGARDING THE TOTAL
 SQUARE FOOTAGE IN THE BUILDING. ORIGINAL APPROVAL BY
 ORD. 1938-86 ALLOWS 290,241SF FOR THE OFFICE BUILDING.
 PLEASE INDICATE IF THE PROPOSED ADDITION IS STILL
 WITHIN THE APPROVED AREA. TOTAL GROSS BUILDING AREA
 SHALL NOT EXCEED THE MAXIMUM ALLOWED BY THE CURRENT
 DMP, IF NOT APPROVED UNDER THE ORIGINAL PD.
 2- PLEASE PROVIDE DETAILED DRAWINGS ON THE PROPOSED
 RESTAURANT ADDITION.
 3- EXISTING AND PROPOSED CURB CUTS EXCEED MAXIMUM CURB
 CUT WIDTH ALLOWED IN THE DMP AREA. PLEASE STUDY THE
 POSSIBILITY TO REDUCE EXISTING PARKING ENTRANCE AND
 EXITS.
 4- PROPOSED PASSENGER DROP OFF SHALL COMPLY WITH DMP
 STANDARDS (FIGURE IV-22).
 5- SIDEWALK AT THE PASSENGER DROP OFF AREA SHALL BE
 MAINTAINED AT THE SAME LEVEL.
 6- PLEASE CALCULATE THE TOTAL AMOUNT OF OPEN SPACE
 PROVIDED BY THE ORIGINAL PROJECT IN COMPARISON WITH
 PROPOSED DESIGN. DRIVE THRU AND NEW RESTAURANT ARE
 REMOVING A BIG PERCENTAGE OF THE ORIGINAL OPEN SPACE.
 7- PROPOSED PLAZA DESIGN IS NOT PERCEIVED AS A PUBLIC
 SPACE.
 8- PLEASE IDENTIFY ALL THE LANDSCAPE TO BE REMOVED FOR
 THE CONSTRUCTION OF THE DRIVE THRU, AND THE REPLACEMENT
 PLAN.
 9- PLEASE IDENTIFY IF ANY OF THE ROYAL PALMS ON CHASE
 AVE WILL NEED TO BE REMOVED, AND THE PROPOSED
 RELOCATION PLAN.
 10- MONUMENT SIGNS ARE NOT ALLOWED WITHIN THE DMP AREA.
 11- TO FURTHER ACTIVATE THE OKEECHOBEE FRONTAGE, STAFF
 SUGGESTS DISCUSSING WITH FDOT THE POSSIBILITY TO HAVE
 ON-STREET PARKING ALONG THE BUILDING FRONTAGE ON
 OKEECHOBEE BOULEVARD.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
  
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