Plan Review Details - Permit 15020476
Plan Review Stops For Permit 15020476
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2015-05-21 Cont ID  
Sent By jwitmer Date 2015-05-21 Time 15:48 Rev Time 0.00
Received By jwitmer Date 2015-05-21 Time 05:58 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2015-05-19 Cont ID  
Sent By jwitmer Date 2015-05-19 Time 08:49 Rev Time 0.00
Received By jwitmer Date 2015-05-18 Time 11:30 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-03-13 Cont ID  
Sent By jwitmer Date 2015-03-13 Time 16:26 Rev Time 0.00
Received By jwitmer Date 2015-03-10 Time   Sent To  
Notes
2015-03-13 16:26:03 
 BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15020476
 ADD: 5851 45TH ST.
 CONT: WYNN BUILDERS
 TEL: (425)463-1473
 E-MAIL: [email protected]
  
 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: TUES. MARCH 10/ 2015
 ACTION: DENIED
  
 1) THIS BUILDING QUALIFIES FOR A RESIDENT INSPECTOR.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 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
  
 1A) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 1B) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE
 SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:
 [email protected]
  
 1C) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE
 PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND
 BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO
 SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR
 THE RESIDENT INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 1D) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTION LINE (561)805-6700 FOR IN PROGRESS
 INSPECTIONS FOR AUDITING OF THE JOBSITE INSPECTIONS.
  
 2) SHEET G101: HEADING DEFERRED SUBMITTALS LIST METAL
 BUILDING SYSTEM. THE DESIGNER OF RECORD HAS NOT
 INDICATED IF THIS IS TO INCLUDE ALL THE PRODUCT
 APPROVALS THAT DEAL WITH THE EXTERIOR ENVELOPE. MISSING
 PRODUCT APPROVALS ARE;
 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)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, METAL WALL SYSTEMS
 (D) ROOFING PRODUCTS AND ASSEMBLIES, METAL ROOF SYSTEMS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) ROOF TOP CURBS FOR A/C OR EXHAUST FANS
  
 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.
  
 3) SUPPORTING DOCUMENTS: ENGINEERING STRUCTURAL
 CALCULATIONS FOR DRY & WET EXPANSION. A DOCUMENT OF 44
 PAGES. PLEASE COMPLY WITH 61G15-23.002(2) FL. ADMIN.
 CODE. A COVER SHEET OR INDEX SHEET FOR ENGINEERING
 SPECIFICATIONS AND OR CALCULATIONS MAY BE USED AND THAT
 SHEET MUST BE SIGNED IN RESPONSIBLE CHARGE OF THE
 PRODUCTION & PREPARATION OF EACH SECTION OF THE
 ENGINEERING SPECIFICATION WITH SUFFICIENT INFORMATION
 ON THE COVER SHEET OR INDEX.
  
 4) SHEET S3.1 SHOWS THE EAST & WEST WALLS TO BE TILT
 WALL CONSTRUCTION TO A HEIGHT OF 15?-0?. SHEET S2.1
 SHOWS VARIOUS DETAILS FOR THE EAST AND WEST WALLS,
 EXAMPLE SECTION 1 AS STEEL CONSTRUCTION TO THE FLOOR
 DECK WHERE AS SHEET S 3.1 SHOWS TILT WALL.
  
 5) THE SAME ISSUE WITH SHEET S1.1 DETAIL # 5/ S2.2
 SHOWS A FUTURE LOADING DOCK WITH STEEL COLUMN
 CONSTRUCTION WHERE AS THIS IS TILT WALL CONSTRUCTION. A
 LOT OF THESE DETAILS DO NOT REFLECT THE JOBSITE
 CONDITIONS FOR TILT WALL CONSTRUCTION AND HOW THE
 VERTICAL STEEL FRAMING MEMBERS WILL ATTACH WITH PURLINS
 AND GIRTS AND HOW THE STEEL SKIN WILL ATTACH TO THE
 TILT WALL OR OVER LAP THE TILT WALL.
  
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, 107.2.4 EXTERIOR WALL ENVELOPE.
 CONSTRUCTION DOCUMENTS FOR ALL BUILDINGS SHALL DESCRIBE
 THE EXTERIOR WALL ENVELOPE IN SUFFICIENT DETAIL TO
 DETERMINE COMPLIANCE WITH THIS CODE. THE CONSTRUCTION
 DOCUMENTS SHALL PROVIDE DETAILS OF THE EXTERIOR WALL
 ENVELOPE AS REQUIRED, INCLUDING FLASHING, INTERSECTIONS
 WITH DISSIMILAR MATERIALS, CORNERS, END DETAILS,
 CONTROL JOINTS, INTERSECTIONS AT ROOF, EAVES OR
 PARAPETS, MEANS OF DRAINAGE, WATER-RESISTIVE MEMBRANE
 AND DETAILS AROUND OPENINGS. THE CONSTRUCTION DOCUMENTS
 SHALL INCLUDE MANUFACTURER?S
 INSTALLATION INSTRUCTIONS THAT PROVIDE SUPPORTING
 DOCUMENTATION THAT THE PROPOSED PENETRATION AND OPENING
 DETAILS DESCRIBED IN THE CONSTRUCTION DOCUMENTS
 MAINTAIN THE WEATHER RESISTANCE OF THE EXTERIOR WALL
 ENVELOPE. THE SUPPORTING DOCUMENTATION SHALL FULLY
 DESCRIBE THE EXTERIOR WALL SYSTEM WHICH WAS TESTED,
 WHERE APPLICABLE, AS WELL AS THE TEST PROCEDURE USED.
  
 6) THERE ARE NO PLANS THAT PROPOSE THE HORIZONTAL
 SPACING OF THE GIRTS & PURLINS, NOR IS THERE AND PLAN
 INFORMATION AS TO THE TYPE OF WALL AND ROOF PANELS TO
 BE APPLIED TO THIS BUILDING. THE ENGINEERING SHEET #4
 STATES THE PRESSURES DERIVED ARE FROM ASCE &-10 THE
 PRESSURES ARE EXTREMELY LOW OR THE DESIGNER OF RECORD
 IS USING EITHER AISI S210 OR AISI S100 FOR THE ROOF
 SYSTEM DESIGN AND EITHER AISI S211 OR AISI S100 FOR THE
 WALL SYSTEM DESIGN. THIS DESIGN PARAMETER IS EXTREMELY
 NARROW IN THE PRODUCT THAT CAN USE IT.
  
 THE EFFECTIVE WALL AND ROOF AREA FOR COMPONENTS AND
 CLADDING LOOKS LIKE THE SAME FORMULA WAS USED AS
 WHAT WOULD HAVE BEEN USED FOR THE MAIN WIND FORCE
 RESISTING SYSTEM. PLEASE REVIEW ASCE 7-10 TABLE 30.4-1
 STEPS TO DETERMINE COMPONENTS & CLADDING WIND LOADS FOR
 ENCLOSED AND PARTIALLY ENCLOSED LOW-RISE BUILDINGS.
 THERE ARE GOING TO BE DIFFERENT PRESSURES FOR ZONES
 1,2,3 4 & 5 ALSO DEPENDING ON THE TRIBUTARY AREA A DOOR
 OPENING OF 3X7=21 SQ FT. WHEN WE LOOK AT THE WALL AND
 ROOF PANELS DISTANCE BETWEEN PURLINS AND THE WIDTH OF
 THE PANEL WILL BE THE EFFECTIVE AREA. 2 FOOT WIDE PANEL
 AND PURLIN SPACING OF 3 FT WOULD END UP 6 SQ FT. OUR
 CHARTS THE LEAST OPENING WE LOOK AT IS 10 SQ FT. WE
 WILL NOT ONLY NEED THE PRODUCT APPROVALS BUT MAY
 REQUIRE THE ACTUAL ENGINEERING SHEETS OF WHEN THE WALL
 AND ROOF PANELS WERE TESTED AND TO WHAT STANDARD THEY
 WERE TESTED.
  
 7) 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 THE EXAMINATION OF THE DOCUMENTS BY THE BUILDING
 OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA
 AND DOCUMENTS: A FLOOR PLAN; SITE PLAN; FOUNDATION
 PLAN; FLOOR/ROOF FRAMING PLAN OR TRUSS LAYOUT; ALL
 FENESTRATION PENETRATIONS; FLASHING; AND ROUGH OPENING
 DIMENSIONS; AND ALL EXTERIOR ELEVATIONS:
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
  
 107.3.5.1.1 ( 8)STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 SOIL CONDITIONS/ANALYSIS
 TERMITE PROTECTION
 DESIGN LOADS
 WIND REQUIREMENTS
 BUILDING ENVELOPE
 STRUCTURAL CALCULATIONS
 FOUNDATION
 ELEVATIONS,
 WALL SYSTEMS
 ROOF SYSTEMS
  
 107.3.5.1.1 ( 9) MATERIALS SHALL BE REVIEWED AND SHALL
 AT A MINIMUM INCLUDE THE FOLLOWING:
 STEEL
 ALUMINUM
 CONCRETE
 PLASTIC
 MASONRY
 GYPSUM BOARD AND PLASTER
 ROOFING
 INSULATION
  
 8) BEFORE 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.
  
 9) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & 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 CANNOT 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 WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: (561) 805-6715
 FAX: (561)805-6676
 E-MAIL: [email protected]
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-03-10 Cont ID  
Sent By   Date 2015-03-10 Time   Rev Time  
Received By   Date 2015-03-10 Time 08:30 Sent To  
Notes
2015-05-15 10:07:01PERMIT WAS LOCKED PUT REVIEW COMMENTS IN REVIEW B STOP
 # 2. JW
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2015-05-04 Cont ID  
Sent By rlecky Date 2015-05-04 Time 14:13 Rev Time 0.00
Received By rlecky Date 2015-05-04 Time 13:54 Sent To  
Notes
2015-05-04 14:14:04A SEPERATE ELECTRIC PERMIT IS REQUIRED FOR THE SITE
 LIGHTING POLES. INCLUDE THE SPECIIFICATIONS AND WIND
 LOAD ENGINEERING FOR THE FIXTURES AND FOOTER.
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2015-03-31 Cont ID  
Sent By rlecky Date 2015-03-31 Time 13:18 Rev Time 0.00
Received By rlecky Date 2015-03-26 Time 14:00 Sent To  
Notes
2015-03-31 13:20:14A SEPERATE ELECTRIC PERMIT IS REQUIRED FOR THE SITE
 LIGHTING POLES. INCLUDE THE SPECIIFICATIONS AND WIND
 LOAD ENGINEERING FOR THE FIXTURES AND FOOTER.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2015-05-07 Cont ID  
Sent By cranford Date 2015-05-07 Time 13:30 Rev Time 0.00
Received By cranford Date 2015-05-07 Time 13:17 Sent To  
Notes
2015-05-07 13:30:02POTABLE WATER, SANITARY SEWER, AND STORMWATER REVIEWED
 UNDER E15040024
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2015-04-01 Cont ID  
Sent By cranford Date 2015-04-01 Time 15:16 Rev Time 0.00
Received By cranford Date 2015-04-01 Time 14:53 Sent To  
Notes
2015-04-01 15:16:02PUBLIC WORKS / ENGINEERING
  
 AN ENGINEERING DEVELOPMENT PERMIT APPLICATION IS
 REQUIRED FOR THIS PROJECT. THE ROUGH GRADING FOR THE
 SITE WAS PREVIOUSLY AUTHORIZED UNDER CITY ENGINEERING
 APPROVAL E13100015. TECHNICAL DETAILS OF THE WATER,
 SEWER, STORMWATER, TRAFFIC CIRCULATION, AND SOLID WASTE
 COLLECTION WILL BE REVIEWED AS PART PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL PROCESSES. THE
 ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS CAN
 BE DOWNLOADED AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 KELLY CRANFORD, PE
 CITY LAND DEVELOPMENT ENGINEER
 [email protected]
 561-494-1098 (OFFICE)
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2015-05-05 Cont ID  
Sent By wjolin Date 2015-05-05 Time 13:21 Rev Time 0.00
Received By wjolin Date 2015-05-05 Time 12:55 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-03-04 Cont ID  
Sent By wjolin Date 2015-03-04 Time 13:21 Rev Time 0.00
Received By wjolin Date 2015-02-26 Time 16:33 Sent To  
Notes
2015-03-04 10:37:335851 45TH STREET
 PERMIT #15020476
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 SHEET SD201: GUARDS, AT LEAST 42-INCHES TALL, SHALL BE
 PROVIDED AT THE OPEN SIDES OF MEANS OF EGRESS (STAIRS,
 MEZZANINE, ETC.) THAT EXCEED 30-INCHES ABOVE THE FLOOR.
 OPEN GUARDS SHALL PROHIBIT THE PASSAGE OF A 4-INCH
 DIAMETER SPHERE UP TO A HEIGHT OF 34-INCHES. THE
 TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND
 BOTTOM ELEMENT OF THE GUARDRAIL SHALL PROHIBIT THE
 PASSAGE OF A 6-INCH DIAMETER SPHERE.
  
 SHEET FA2.0: PLAN INDICATES DUCT SMOKE DETECTORS ARE
 NOT REQUIRED BY THE INTERNATIONAL MECHANICAL CODE;
 HOWEVER, THE STATE OF FLORIDA ENFORCES THE FLORIDA
 BUILDING AND FLORIDA MECHANICAL CODE 2010 EDITIONS.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-05-21 Cont ID  
Sent By jwitmer Date 2015-05-21 Time 15:52 Rev Time 0.00
Received By jwitmer Date 2015-05-19 Time 11:45 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-05-19 Cont ID  
Sent By cpuell Date 2015-05-19 Time 08:54 Rev Time 0.00
Received By cpuell Date 2015-04-24 Time 10:25 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-04-01 Cont ID  
Sent By cpuell Date 2015-04-01 Time 15:26 Rev Time 0.00
Received By cpuell Date 2015-02-19 Time 13:48 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2015-05-21 Cont ID  
Sent By jwitmer Date 2015-05-21 Time 15:44 Rev Time 0.00
Received By jwitmer Date 2015-05-21 Time 15:44 Sent To  
Notes
2015-05-21 15:48:18P. B. C. IMPACT FEES PAID UNDER FOUNDATION
 PERMIT:15040997
 PAID 5/13/2015
 $137,884.90
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2015-03-26 Cont ID  
Sent By jwitmer Date 2015-03-26 Time   Rev Time  
Received By jwitmer Date 2015-03-26 Time   Sent To  
Notes
2015-03-26 09:20:50IMPACT FEES
 BEFORE 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
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2015-03-23 Cont ID  
Sent By hmoser Date 2015-03-23 Time 13:02 Rev Time 0.00
Received By hmoser Date 2015-03-23 Time 12:26 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2015-05-12 Cont ID  
Sent By tklarge Date 2015-05-12 Time 13:06 Rev Time 0.00
Received By tklarge Date 2015-05-12 Time 13:06 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-03-14 Cont ID  
Sent By tklarge Date 2015-03-14 Time 05:28 Rev Time 0.00
Received By tklarge Date 2015-03-12 Time 05:39 Sent To  
Notes
2015-03-14 05:06:551) SUBMIT A SANITARY AND WATER RISER FOR REVIEW THAT
 CLEARLY REFLECTS THE SCOPE OF WORK TO BE DONE. WPB
 AMEND. TO 2010 FBC SEC. 107.3.5.1.3.
 2) SUBMIT A PIPNG DIAGRAM FOR THE RELOCATED COMPRESSOR.
 SHOW TYPE OF PIPING, ALL DROPS, VALVES, ETC.WPB AMEND.
 TO 2010 FBC SEC. 107.2.1.
 3) SHT. M-2,1, - SUBMIT A RISER DIAGRAM FOR THE
 CONDENSATE PIPING SYSTEM. SHOW THE TERMINATION POINT OF
 THE SYTEM. WPB AMEND. TO 2010 FBC SEC. 107.2.1.
 4) ALL HOSE BIBBS SHALL BE SEPARATELY VALVED PER THE
 2010 FPC SEC.606.2 (2).
 5) INDICATE THE SIZE OF THE ROOF GUTTER ON THE DOCK
 CANOPY. GUTTERS SHALL BE SIZED IN ACCORDANCE WITH TABLE
 1106.6 OF THE 2010 FPC.
 6) THE PLANS REFER TO GAS PIPING. SUBMIT A GAS PIPING
 RISER DIAGRAM FOR REVIEW.WPB AMEND. TO 2010 FBC SEC.
 107.2.1.
 7) SUBMIT A ROOF DRAINAGE PLAN SHOWING THE SQUARE
 FOOTAGE OF THE ROOF DRAINED BY EACH DOWNSPOUT. THE SIZE
 OF THE DOWNSPOUTS SHALL COMPLY WITH TABLE 1106.2 (2).
 8) SHOW THE TERMINATION POINT OF THE RAIN WATER SYSTEM.
 THE ENGINEERING PLANS APPEAR TO BE INCONCLUSIVE. THE
 LEADERS DISCHARGE TO THE CATCH BASINS AND FROM THERE
 INTO RCP BUT I CANNOT DETERMINE WHERE THE FINAL
 DISCHARGE POINT IS. I ASSUME THE RETENTION BASINS BUT
 IT IS NOT CLEAR ON THE ENGINEERING PLAMS. CLARIFY.
 9) IF THERE IS A PARAPET WALL THEN ONE-HALF OF THE AREA
 OF ANY VERTICAL WALL THAT DIVERTS RAINWATER TO THE ROOF
 SHALL BE ADDED TO THE PROJECTED ROOF AREA FOR INCLUSION
 IN CALCULATING THE REQUIRED SIZE OF THE VERTICAL
 CONDUCTORS, LEADERS AND HORIZONTAL STORM DRAINAGE
 PIPING. 2010 FPC SEC.1106.4.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2015-06-02 Cont ID  
Sent By skennedy Date 2015-06-02 Time 11:23 Rev Time 0.00
Received By skennedy Date 2015-05-26 Time 12:37 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2015-05-21 Cont ID  
Sent By dkittred Date 2015-05-21 Time 15:50 Rev Time 0.00
Received By dkittred Date 2015-05-21 Time 14:58 Sent To  
Notes
2015-05-21 15:51:55PLANNING AND ZONING COMMENTS:
  
 5/21/15
  
 1. PLANS INCLUDE LANDSCAPE BUFFER/FOUNDATION PLANTING
 ON NORTH SIDE OF BUILDING WHICH SHALL BE A MINIMUM OF 5
 FEET IN WIDTH EXCLUDING CURBING FROM THE MEASUREMENT.
  
 2. LANDSCAPING BUFFER/FOUNDATION PLANTING ALONG THE
 SOUTH SIDE OF THE BUILDING, PER ORIGINAL APPROVED SITE
 PLAN, SHALL BE INSTALLED AT THE TIME THE FINAL BUILDING
 EXPANSION IS CONSTRUCTED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 2015-05-05 Cont ID  
Sent By dkittred Date 2015-05-05 Time 14:42 Rev Time 0.00
Received By dkittred Date 2015-04-27 Time 15:27 Sent To  
Notes
2015-05-05 14:42:38PLANNING AND ZONING COMMENTS: ***FAILED***
  
 1. PLANS HAVE NOT BEEN UPDATED TO INCLUDE LANDSCAPE
 BUFFER AREAS ON THE NORTH AND SOUTH SIDE OF THE
 BUILDING. THESE AREAS ARE SHOWN AS PAVEMENT. I
 UNDERSTAND THAT PLANTINGS FOR THESE AREAS WILL BE
 ADDRESSED WITH A SEPARATE LANDSCAPE PERMIT, HOWEVER,
 CURBING WILL NEED TO BE INSTALLED AND SHOWN ON THE SITE
 PLAN SO NEW PAVEMENT DOES NOT HAVE TO BE DUG UP LATER
 WITH THE LANDSCAPE PLAN APPROVAL. LANDSCAPE BUFFER
 ALONG THE NORTH SIDE OF THE BUILDING WILL NEED TO BE
 INSTALLED WITH THE NORTHERN EXPANSION. SINCE THE
 BUILDING EXPANSION ON THE SOUTH ONLY INCLUDES A PARTIAL
 EXPANSION, THE LANDSCAPE BUFFER AREA CAN BE INSTALLED
 NOW OR LATER WITH THE FINAL BUILDING EXPANSION. IT IS
 RECOMMENDED THE SOUTHERN LANDSCAPE BUFFER AREA IS
 INSTALLED NOW SINCE ALL THE PARKING AND DRIVE AISLES
 WILL BE INSTALLED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2015-03-10 Cont ID  
Sent By dkittred Date 2015-03-03 Time 09:04 Rev Time 0.00
Received By dkittred Date 2015-02-25 Time 15:25 Sent To  
Notes
2015-03-03 12:47:45PLANNING AND ZONING COMMENTS: ***FAILED***
  
 3/3/15
  
 1 PROVIDE PROPERTY SURVEY.
  
 2. CHART OF CALCULATIONS NEEDS TO BE PROVIDED WITH
 UPDATED INFORMATION FOR OVERALL SQUARE FOOTAGE THE SITE
 HAS BEEN APPROVED FOR, AMOUNT OF SQUARE FOOTAGE BEING
 USED, AMOUNT OF SQUARE FOOTAGE REMAINING FOR FUTURE
 EXPANSION, NUMBER OF PARKING SPACES REQUIRED, NUMBER OF
 PARKING SPACES PROVIDED, AND CALCULATIONS FOR
 IMPERVIOUS, PERVIOUS, AND OPEN SPACE. INFORMATION IS
 REQUIRED TO DEMONSTRATE COMPLIANCE WITH APPROVED MASTER
 PLAN.
  
 3. PLEASE REVISE PHOTOMETRIC PLAN TO DEMONSTRATE
 COMPLIANCE WITH ZLDR SEC. 94-207(D)(8) - "ANY SOURCE OF
 ILLUMINATION LOCATED WITHIN A COMMERCIAL OR INDUSTRIAL
 PLANNED DEVELOPMENT DISTRICT SHALL NOT EXCEED ONE
 FOOTCANDLE AT OR BEYOND THE BOUNDARIES OF SUCH
 DEVELOPMENT."
  
 4. LIGHTPOLES MUST BE SETBACK A MINIMUM OF 5 FEET FROM
 THE PROPERTY LINE.
  
 5. STRIPING ON SHEET SD 201 SHOWS ROUNDED ENDS ON THE
 DOUBLE STRIPING WHICH IS NOT CONSISTENT WITH SHEETS C-8
 AND C-9 AND THE STANDARD CITY STRIPING DETAIL. PLEASE
 REVISE SHEETS SD 201 FOR COMPLIANCE WITH ZLDR SEC.
 94-485, STANDARD CITY STRIPING DETAIL.
  
 6. A SEPARATE LANDSCAPE PERMIT IS REQUIRED FOR THE
 PROPOSED LANDSCAPING. PLEASE REVIEW THE MASTER
 LANDSCAPE PLAN FOR THE SUBJECT PROPERTY. (IF YOU DO NOT
 HAVE A COPY YOU MAY CONTACT ME TO OBTAIN A COPY).
 ADDITIONAL TREES ARE REQUIRED IN THE LANDSCAPE ISLANDS
 AS WELL AS LANDSCAPE BUFFERS ALONG THE NORTH AND SOUTH
 SIDE IF THE BUILDING.
  
  
 GENERAL COMMMENTS:
  
 7. A TREE ALTERATION PERMIT REQUIRED THROUGH PLANNING
 AND ZONING FOR REMOVAL OR RELOCATION OF ANY TREES ON
 SITE: HTTP://WPB.ORG/PLANNING/WP-CONTENT/UPLOADS/SITES/
 37/2013/04/TREEALTERATIONPERMITREVISED03-12-09.PDF
  
 8. THE VALUE OF NEW CONSTRUCTION EXCEEDS $500,000.
 PURSUANT TO THE ART IN PUBLIC PLACES REGULATIONS (CODE
 OF ORDINANCES, CHAPTER 78, ARTICLE V) AN ART ASSESSMENT
 FOR THE PROJECT IS REQUIRED. PLEASE COMPLETE THE ART IN
 PUBLIC PLACES FORM AVAILABLE IN CONSTRUCTION SERVICES
 OR BY CONTACTING ME.
  
 9. PLEASE NOTE THAT THE CONDITIONS OF ORDINANCE NO.
 3394-01, APPROVING THE COSTCO COMMERCIAL PLANNED
 DEVELOPMENT REQUIRED A CONSTRAINED ROADWAYS AT A LOWER
 LEVEL OF SERVICE (CRALLS) FOR 45TH AND I-95 TO BE
 ADOPTED PRIOR TO PHASE II BEING CONSTRUCTED. STAFF HAS
 RESOLVED THIS ISSUE AND A LETTER WILL BE INCLUDED IN
 THE FILE FOR DOCUMENTATION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
  
2015-02-25 10:44:212/25/15


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