Plan Review Details - Permit 14030855
Plan Review Stops For Permit 14030855
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2014-04-14 Cont ID  
Sent By jwitmer Date 2014-04-14 Time 12:46 Rev Time 0.00
Received By jwitmer Date 2014-04-11 Time 18:58 Sent To  
Notes
2014-04-14 12:46:22BUILDING PROVISO:
 TEST PITS -CONFIRMATORY GEOTECHNICAL ENGINEERING STUDY.
 REVIEWED STUDY DATED APRIL 11/2014 TSF PROJECT
 711-14-117.
 SIGNED AND SEALED ORIGINALS BEFORE FIRST INSPECTION.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-04-01 Cont ID  
Sent By jwitmer Date 2014-04-01 Time 06:15 Rev Time 0.00
Received By jwitmer Date 2014-03-31 Time 17:01 Sent To  
Notes
2014-04-01 06:15:11BUILDING PLAN REVIEW
 PERMIT: 14030855
 ADD: 2101 OKEECHOBEE BLVD
 CONT: HEDRICK BROTHERS
 TEL: (561)689-8880
  
 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.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE:MON-TUESDAY MARCH 31/ APRIL 1/ 2014
 ACTION: DENIED
  
 1) SOILS REPORT BY TIERRA SOURH FLORIDA ARE COPIES,
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
 DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.
 FL ADMIN CODE 61G15-23.002 ENGINEERS/ EFFECTIVE DATE
 05/06/2009
  
 2) WITHIN THE FOUNDATION SET OF PLANS SHEET S-0.1
 HEADING 31000 FOUNDATION. SEE THE FOLLOWING REPORTFOR
 COMPLETE GEOTECHNICAL RECOMMENDATIONS AND INSTALATION
 PREOCEDURES:
 REPORT # 7111-13-202
 PREPARED BY TIERRA SOUTH FLORIDA, INC
 DATED AUGUST 16, 2013
 THIS REPORT SHALL BE CONSIDERED PART OF THE CONTRACT
 DOCUMENTS FOUNDATION-DESIGN IS BASED ONA A SOIL BEARING
 PRESSURE OF 3000 PSF.
  
 IN THE REPORT # 7111-13-202 PREPARED BY TIERRA SOUTH
 FLORIDA PAGE 1 UNDER THE HEADING 1.0 EXECUTIVE SUMMARY
 WE RECOMMEND TEST PITS BE PREFORMED IN THE BUILDING
 AREAS TO ASSESS THE EXTENT OF ORGANICS (MUCKS).
  
 THERE WAS NO SUBMSSTION INDICATING COMPLIANCE WITH THE
 RECOMMEND TEST PITS BE PREFORMED IN THE BUILDING AREAS
 TO ASSESS THE EXTENT OF ORGANICS (MUCKS). 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.
  
 3) THE PLANS INDICATE THIS PROJECT BE TILT WALL
 REQUIRING A RESIDENT INSPECTOR. THREE (3) SETS OF ALL
 PLANS AND SUBMITTALS. 2010 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION, 2010 EDITION 110.3.9 OTHER INSPECTIONS
 SERVICES. THE BUILDING OFFICIAL MAY MAKE, OR CAUSE TO
 BE MADE BY OTHERS, THE INSPECTIONS REQUIRED BY SECTION
 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS OF
 RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION (TILT WALL)
  
 SUCH INSPECTORS SHALL BE ADEQUATELY PRESENT AT TIMES
 WORK IS UNDERWAY ON THE STRUCTURAL ELEMENTS OF THE
 BUILDING. SUCH INSPECTORS SHALL BE A REGISTERED
 ARCHITECT, OR ENGINEER, OR A
 PERSON LICENSED UNDER CHAPTER 468, PART XII, FLORIDA
 STATUTES. SUCH INSPECTORS SHALL SUBMIT WEEKLY PROGRESS
 REPORTS INCLUDING THE DAILY INSPECTIONS TO THE BUILDING
 OFFICIAL, AND INCLUDING A
 CODE COMPLIANCE OPINION OF THE RESIDENT INSPECTOR. AT
 THE COMPLETION OF THE CONSTRUCTION WORK OR PROJECT,
 SUCH INSPECTORS SHALL SUBMIT A CERTIFICATE OF
 COMPLIANCE TO THE BUILDING OFFICIAL, STATING THAT THE
 WORK WAS DONE IN COMPLIANCE WITH THIS CODE AND IN
 ACCORDANCE WITH THE PERMITTED DRAWING. FINAL INSPECTION
 SHALL BE MADE BY THE BUILDING OFFICIAL BEFORE A
 CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLETION
 IS ISSUED; AND CONFIRMATION INSPECTIONS MAY BE MADE AT
 ANY TIME TO MONITOR ACTIVITIES AND RESIDENT INSPECTORS.
  
 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.
  
 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 2014-03-26 Cont ID  
Sent By albarran Date 2014-03-26 Time 17:14 Rev Time 0.00
Received By albarran Date 2014-03-26 Time 16:30 Sent To  
Notes
2014-03-26 17:16:20THE SCOPE OF THIS PERMIT IS LIMITED ONLY TO THE
 FOUNDATION. THEREFORE ALL THAT WAS APPROVED AT THIS
 TIME WAS THE RUNNING OF EMPTY CONDUIT UNDER THE BLDG
 SLAB AND/OR GROUNDS.
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2014-04-14 Cont ID  
Sent By MGONZALE Date 2014-04-14 Time   Rev Time 1.00
Received By mgonzale Date 2014-04-14 Time   Sent To ENG
Notes
2014-04-14 12:46:54ENG PLANS SUBMITTED DIRECTLY TO ENGINEERING
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2014-03-31 Cont ID  
Sent By scaldero Date 2014-03-31 Time 11:57 Rev Time 0.00
Received By scaldero Date 2014-03-31 Time 11:56 Sent To  
Notes
2014-03-31 11:57:34APPROVED FOR FOUNDATION ONLY.
 EXISTING AND PROPOSED FIRE HYDRANTS MUST BE ACTIVE AND
 IN PLACE PRIOR TO WALLS GOING UP.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-04-14 Cont ID  
Sent By jwitmer Date 2014-04-14 Time 13:08 Rev Time 0.00
Received By jwitmer Date 2014-03-20 Time 19:06 Sent To  
Notes
2014-03-20 19:08:40***EXPEDITED***
 C26
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2014-04-11 Cont ID  
Sent By jwitmer Date 2014-04-11 Time 18:44 Rev Time 0.00
Received By jwitmer Date 2014-04-11 Time 18:44 Sent To  
Notes
2014-04-11 18:48:25SEE ATTACHED E-MAIL PBC IMPACT FEE OFFICE, WILLIE
 SWOOPE WILL ALLOW THE IMPACT FEES TO BE PAID ON THE
 BUILDING PERMIT.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2014-03-31 Cont ID  
Sent By jwitmer Date 2014-03-31 Time 17:16 Rev Time 0.00
Received By jwitmer Date 2014-03-31 Time 17:16 Sent To  
Notes
2014-03-31 17:16:38BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. 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 CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop P PLUMBING
Rev No 2 Status P Date 2014-04-15 Cont ID  
Sent By jwitmer Date 2014-04-15 Time 08:52 Rev Time 0.00
Received By jwitmer Date 2014-04-15 Time 08:52 Sent To  
Notes
2014-04-15 08:53:07NOTE GREASE AND OIL INTERCEPTORS REVIEWED UNDER A
 SEPARATE PERMIT.
Review Stop P PLUMBING
Rev No 1 Status N Date 2014-04-01 Cont ID  
Sent By jwitmer Date 2014-04-01 Time 06:19 Rev Time 0.00
Received By jwitmer Date 2014-03-31 Time 17:16 Sent To  
Notes
2014-04-01 06:19:08NO PLUMBING SHEETS WERE SUBMITTED FOR THE FOUNDATION
 PERMIT.
 PLUMBING PROVISO:
 2010 FBC-P 305.5 PIPES THROUGH OR UNDER FOOTINGS OR
 FOUNDATION WALLS. ANY PIPE THAT PASSES UNDER A FOOTING
 OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A
 RELIEVING ARCH, OR A PIPE SLEEVE PIPE SHALL BE BUILT
 INTO THE FOUNDATION WALL. THE SLEEVE SHALL BE TWO PIPE
 SIZES GREATER THAN THE PIPE PASSING THROUGH THE WALL.
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop Z ZONING
Rev No 2 Status P Date 2014-04-04 Cont ID  
Sent By eschneid Date 2014-04-04 Time 10:34 Rev Time 0.50
Received By eschneid Date 2014-04-04 Time 10:34 Sent To  
Notes
2014-04-04 10:45:01PROVISO:
  
 THE FINAL SITE PLAN SHALL BE APPROVED PRIOR TO THE
 APPROVAL OF THE BUILDING PERMIT FOR THE BUILDING.
Review Stop Z ZONING
Rev No 1 Status F Date 2014-03-28 Cont ID  
Sent By eschneid Date 2014-03-28 Time 16:39 Rev Time 0.50
Received By eschneid Date 2014-03-28 Time 16:39 Sent To  
Notes
2014-03-28 16:48:41FAILED
  
 1) THE SURVEY SHOWS AN FPL EASEMENT (ORB 1490, PG 461)
 LOCATED UNDERNEATH THE NORTH HALF OF THE PROPOSED
 BUILDING (SERVICE AND PARKING GARAGE). VERIFICATION
 THAT THIS EASEMENT HAS BEEN ABANDONED SHALL BE PROVIDED
 TO THE PLANNING DIVISION PRIOR TO THE CITY ISSUING
 BUILDING PERMITS FOR STRUCTURES, INCLUDING A FOUNDATION
 PERMIT, OVER THE EASEMENT.
  
 2) THE SITE PLAN HAS NOT YET BEEN APPROVED THROUGH THE
 MINOR AMENDMENT PROCESS BY ZONING. WHILE THE SITE PLAN
 HAS NOT YET BEEN APPROVED, THE BUILDINGS ARE IN THE
 SAME LOCATIONS AS SHOWN ON THE SITE PLAN. THE
 OUTSTANDING COMMENTS, OTHER THAN THE EASEMENT COMMENT
 ABOVE, ARE NOT ANTICIPATED TO AFFECT THE PLACEMENT OF
 THE BUILDINGS.
  
 3) A CONSTRUCTION SITE SECURITY PLAN SHALL BE SUBMITTED
 TO OFFICER CARSILLO, CRIME PREVENTION OFFICER AND
 APPROVED PRIOR TO THE ISSUANCE OF THE PERMIT. PLEASE
 SEE STANDARDS BELOW:
  
 * KEY CONTROL FOR THE VEHICLES
 * ALARM/CAMERA; PARTS AREA, TOOL STORAGE, KEY AREA,
 ENTRY/EXITS, FUEL AREA, SALES AREA, CAR LOT
  
 PRIOR TO ISSUANCE OF THE FIRST BUILDING PERMIT, THE
 APPLICANT SHALL PREPARE A CONSTRUCTION SITE SECURITY
 AND MANAGEMENT PLAN FOR APPROVAL BY THE CITY OF WEST
 PALM BEACH POLICE DEPARTMENT CPTED OFFICIAL.
 A. AFTER SITE CLEARING AND PLACEMENT OF CONSTRUCTION
 TRAILERS, THE DEVELOPER/PROJECT MANAGER SHALL INSTITUTE
 SECURITY MEASURES TO REDUCE OR ELIMINATE OPPORTUNITIES
 FOR THEFT. THE MANAGEMENT PLAN SHALL INCLUDE, BUT NOT
 BE LIMITED TO, TEMPORARY LIGHTING, SECURITY PERSONNEL,
 VEHICLE BARRIERS, CONSTRUCTION/VISITOR PASS,
 REDUCE/MINIMIZE ENTRY/EXIT POINTS, ENCOURAGE
 SUBCONTRACTORS TO SECURE MACHINERY, TOOLS AT END OF
 WORK DAY, FENCING WITH SCREENING AND OR ANY OTHER
 MEASURE DEEMED APPROPRIATE TO PROVIDE A SAFE AND SECURE
 WORKING ENVIRONMENT.
 B. THE SECURITY MANAGEMENT PLAN SHALL BE MAINTAINED
 THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT.
 NON-COMPLIANCE WITH THE APPROVED PLAN SHALL RESULT IN A
 STOP-WORK ORDER FOR THE ENTIRE PLANNED UNIT
 DEVELOPMENT.
 C. PROPERTY SHALL BE POST ?NO TRESPASSING? SIGNS EVERY
 500 FEET AROUND THE PERIMETER OF THE SITE.
  
  
 A. PARKING LOT LIGHTING SHALL USE 20 -25 FOOT POLES.
 FULL CUT OFF STYLE
 B. LANDSCAPING SHALL NOT OBSTRUCT VIEW OF WINDOWS,
 BUILDING ADDRESS NUMBERS, LIGHTING AND WALKWAYS.
 LANDSCAPING SHALL BE MAINTAINED AT 3 FEET OR LESS.
 TREES SHALL BE INSTALLED SO AS NOT TO CONFLICT WITH THE
 LIGHTING SYSTEM. LOWER CANOPY LIMBS ON TREES SHALL BE
 MAINTAINED AT 8 FEET OR HIGHER
 C. TIMER CLOCK OR PHOTOCELL SENSOR-ENGAGED LIGHTING FOR
 ABOVE OR NEAR ENTRYWAYS TO BUILDINGS FOR DUSK TO DAWN
 OPERATION SHALL BE PROVIDED.
 D. ENTRANCE SIGN LIGHTING SHALL BE PROVIDED. DIRECTORY
 SHOULD BE AT ALL ENTRANCES WITH LIGHTING
 E. BUILDING LIGHTING (NON-GLARE) SHALL BE AROUND
 PERIMETER ON ALL SIDE.
 F. NUMERICAL ADDRESS: ILLUMINATION FOR NIGHTTIME
 VISIBILITY IS REQUIRED. ADDRESS SHOULD BE PLACED UNDER
 A LIGHT FIXTURE OR BE BACK LIT. BI-DIRECTIONAL
 VISIBILITY FROM THE ROADWAY IS REQUIRED. NUMBERS OF
 CONTRASTING COLORS SHOULD BE USED.
 G. EXTERIOR DOORS SHALL ALL BE EQUIPPED WITH SECURITY
 HINGES AND SHALL BE REINFORCED WITH CASE HARDENED
 STRIKE PLATES. CASE HARDENED DEADBOLT LOCKS SHALL BE
 PROVIDED ON ALL EXTERIOR DOORS WITH A MINIMUM (1) INCH
 THROW OR MECHANICAL INTERLOCK.
 H. GLASS PERIMETER DOORS SHALL BE EQUIPPED WITH CASE
 HARDENED GUARD RINGS TO PROTECT THE MORTISE LOCK
 CYLINDER.
 I. EXITING DOORS SHALL BE EQUIPPED WITH 180-DEGREE
 PEEPHOLE/ SECURITY VIEWER.
 J. BUILDING ARCHITECTURE SHALL ALLOW FOR ENHANCED
 NATURAL SURVEILLANCE OF ALL PARKING LOTS AND PROVIDE A
 SENSE OF SECURITY TO PATRONS AND VISITORS.
 K. DRIVE-THRU LANES SHALL HAVE ONE WAY SIGNAGE STATING
 SAME.
 L. CROSSWALKS SHALL BE RAISED AND DELINEATED BY USING
 CONTRASTING PAVER BLOCKS AS OPPOSED TO SURFACE
 STRIPING.
 M. ALL BUILDINGS SHALL BE PRE-WIRED FOR CLOSED-CIRCUIT
 TELEVISION (CCTV) AND ALARM SYSTEMS.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
2014-03-28 09:54:473/28/14


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