Plan Review Details - Permit 15090610
Plan Review Stops For Permit 15090610
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2016-03-03 Cont ID  
Sent By jwitmer Date 2016-03-03 Time 06:45 Rev Time 0.00
Received By jwitmer Date 2016-03-03 Time 05:54 Sent To  
Notes
2016-03-03 06:47:11BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15090610
 ADD: 222 LAKEVIEW AVE. NEW PORT COCHERE AND DRIVEWAY
 CONT: KAUFMAN LYNN CONSTRUCTION
 TEL: (561)465-9496 / JAMES FOX
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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.
  
 4TH REVIEW
 DATE: THURS. MARCH 3/2016
 ACTION: BUILDING PROVISO
  
 1) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
 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.
  
 DEFERRED SUBMITTAL. SHOP DRAWINGS. THE A1-302 SHEET
 DETAIL # 3 INDICATES THE USE OF TRANSLUCENT HORIZONTAL
 GLAZING COVER, PLEASE SHOW HOW THE GLAZING IS TO BE
 ANCHORED, TYPE OF GLAZING THICKNESS OF GLAZING AND
 COMPLIANCE WITH 2014 FBC-B 2405.2 ALLOWABLE GLAZING
 MATERIALS AND LIMITATIONS FOR SLOPED GLAZING.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-01-05 Cont ID  
Sent By   Date 2016-01-05 Time   Rev Time 0.00
Received By   Date 2016-01-05 Time   Sent To  
Notes
2016-01-05 14:23:41BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15090610
 ADD: 222 LAKEVIEW AVE. NEW PORT COCHERE AND DRIVEWAY
 CONT: KAUFMAN LYNN CONSTRUCTION
 TEL: (561)465-9496 / JAMES FOX
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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.
  
 3RD REVIEW
 DATE: TUES. JAN. 05/2016
 ACTION: DENIED
  
 1) A THRESHOLD INSPECTOR WILL BE REQUIRED FOR THIS
 PROJECT SINCE THERE ARE COMPONENTS OF THE PORT COCHERE
 THAT ALSO SUPPORT THE HIGH RISE BUILDING.
  
 THRESHOLD BUILDING FL S. S. 553.71(7) ?THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 1A) COMPLIED. 109.3.6.1 THRESHOLD INSPECTION PLAN.
  
 1B)COMPLIED. THRESHOLD INSPECTOR FORMS COMPLETE.
  
 1C) COMPLIED. THRESHOLD BLDG., REQUIRED STATEMENT.
  
 1D) COMPLIED. FOR THE SPECIAL INSPECTOR PLEASE PROVIDE
 A RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS
 PROJECTS.
  
 1E) COMPLIED. THE CONTRACTOR WILL PRODUCE A JOB SUMMARY
 OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 1F) ******* 3RD REQUEST*********. NOTE FOR PAPER PLANS
 3 SETS OF DOCUMENTS ARE REQUIRED. ONLY 2 SETS
 SUBMITTED.
 1G) PROVISO: PLEASE CALL THE CITY OF WEST PALM BEACH?S
 AUTOMATED TELEPHONE INSPECTIONS LINE (561) 805-6700)
 FOR ALL BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 2) COMPLIED. SOILS REPORT
  
 3) IN TALKING WITH ANA MARIA APONTE THE VALET SERVICE
 THAT WAS IN THE PARKING GAGARE IS BEING MOVED TO THE
 FRONT ENTRY, THIS AREA IS A DROP OFF ZONE, WHY ELSE IS
 THIS DRIVEWAY BEING BUILT. 2ND REQUEST. SHEET A103
 SHOWS THE NEW CONSTRUCTION OF A PORT COCHERE CUT
 SECTIONS 1 & 2 OF A103 THE FLOOR PLAN SHOWS A PARTIAL
 ACCESSIBLE ENTRANCE. NOTE # 8 ON SHEET A103 INDICATES
 THIS AREA IS A VALET DROP OFF AREA.
  
 3A)SHEET A103 NOTE # 8 INDICATES THIS PORT COCHERE HAS
 A VALET DROP OFF AREA, PLEASE SHOW COMPLIANCE WITH 2014
 FBC-ACCESSIBILITY CODE 503.1- 503.5.
 503.3.1 WIDTH.
 503.3.2 LENGTH
 503.3.3 MARKING
 503.3.4 FLOOR & GROUND SURFACES
 503.3.5 VERTICAL CLEARANCES
  
 4) COMPLIED.
  
 5) DEFERRED SUBMITTAL: SHOP DRAWINGS.
 THE A1-302 SHEET DETAIL # 3 INDICATES THE USE OF
 TRANSLUCENT HORIZONTAL GLAZING COVER, PLEASE SHOW HOW
 THE GLAZING IS TO BE ANCHORED, TYPE OF GLAZING
 THICKNESS OF GLAZING AND COMPLIANCE WITH 2014 FBC-B
 2405.2 ALLOWABLE GLAZING MATERIALS AND LIMITATIONS FOR
 SLOPED GLAZING.
  
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-12-08 Cont ID  
Sent By jwitmer Date 2015-12-08 Time 11:15 Rev Time 0.00
Received By jwitmer Date 2015-12-08 Time 11:14 Sent To  
Notes
2015-12-08 11:14:58BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15090610
 ADD: 222 LAKEVIEW AVE. NEW PORT COCHERE AND DRIVEWAY
 CONT: KAUFMAN LYNN CONSTRUCTION
 TEL: (561)465-9496 / JAMES FOX
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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.
  
 2ND REVIEW
 DATE: TUES. DEC. 08/2015
 ACTION: DENIED
  
 1) A THRESHOLD INSPECTOR WILL BE REQUIRED FOR THIS
 PROJECT SINCE THERE ARE COMPONENTS OF THE PORT COCHERE
 THAT ALSO SUPPORT THE HIGH RISE BUILDING.
  
 THRESHOLD BUILDING FL S. S. 553.71(7) ?THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 1A) COMPLIED. 109.3.6.1 THRESHOLD INSPECTION PLAN.
  
 1B)COMPLIED. THRESHOLD INSPECTOR FORMS COMPLETE.
  
 1C) COMPLIED. THRESHOLD BLDG., REQUIRED STATEMENT.
  
 1D) COMPLIED. FOR THE SPECIAL INSPECTOR PLEASE PROVIDE
 A RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS
 PROJECTS.
  
 1E) COMPLIED. THE CONTRACTOR WILL PRODUCE A JOB SUMMARY
 OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 1F) 2ND REQUEST. NOTE FOR PAPER PLANS 3 SETS OF
 DOCUMENTS ARE REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT
 ISSUANCE, PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE
 PERMIT BEING ISSUED, THE PERMIT LIBRARIAN WILL THEN
 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 THRESHOLD INSPECTOR, THE
 OTHER FOR THE MEP INSPECTORS OTHER PLANS YOU WISH TO
 PRINT MAYBE IN BLACK & WHITE..
  
 1G) PROVISO: PLEASE CALL THE CITY OF WEST PALM BEACH?S
 AUTOMATED TELEPHONE INSPECTIONS LINE (561) 805-6700)
 FOR ALL BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 2) 2ND REQUEST. ONMJ RESPONSE TO BE PROVIDED BY OWNER
 UNDER SEPARATE COVER. NO SOILS REPORT WAS SUBMITTED.
 HAS THERE BEEN A SOILS STUDY COMPLETED OR A SOIL
 ENGINEER INVOLVED FOR THE SIZING OF THE HELICAL PILE
 AND THE LOADS TO BE IMPOSED? FBC-B 1803.5.2
 QUESTIONABLE SOILS.
  
 3) 2ND REQUEST. SHEET A103 SHOWS THE NEW CONSTRUCTION
 OF A PORT COCHERE CUT SECTIONS 1 & 2 OF A103 THE FLOOR
 PLAN SHOWS A PARTIAL ACCESSIBLE ENTRANCE. NOTE # 8 ON
 SHEET A103 INDICATES THIS AREA IS A VALET DROP OFF
 AREA.
  
 3A)SHEET A103 NOTE # 8 INDICATES THIS PORT COCHERE HAS
 A VALET DROP OFF AREA, PLEASE SHOW COMPLIANCE WITH 2014
 FBC-ACCESSIBILITY CODE 503.1- 503.5.
 503.3.1 WIDTH.
 503.3.2 LENGTH
 503.3.3 MARKING
 503.3.4 FLOOR & GROUND SURFACES
 503.3.5 VERTICAL CLEARANCES
  
 3B-D) COMPLIED. ACCESSIBLE ROUTE AT ENTRY.
  
 4) SHEET S-1:
  
 4A) COMPLIED. THE SIZE OF THE FOUNDATION PILE CAPS
 DETERMINED.
  
 4B) COMPLIED. THE NEW C-1 COLUMNS COLUMN, THE STRENGTH
 OF THE CONCRETE, RE-BAR SIZE & AMOUNT OF
 REBARS.
  
 4C-F) COMPLIED.
  
 5) DEFERRED SUBMITTAL: SHOP DRAWINGS.
 THE A1-302 SHEET DETAIL # 3 INDICATES THE USE OF
 TRANSLUCENT HORIZONTAL GLAZING COVER, PLEASE SHOW HOW
 THE GLAZING IS TO BE ANCHORED, TYPE OF GLAZING
 THICKNESS OF GLAZING AND COMPLIANCE WITH 2014 FBC-B
 2405.2 ALLOWABLE GLAZING MATERIALS AND LIMITATIONS FOR
 SLOPED GLAZING.
  
 6) 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-09-30 Cont ID  
Sent By jwitmer Date 2015-09-30 Time 16:20 Rev Time  
Received By jwitmer Date 2015-09-30 Time 11:58 Sent To  
Notes
2015-09-30 12:28:50BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15090610
 ADD: 222 LAKEVIEW AVE. NEW PORT COCHERE AND DRIVEWAY
 CONT: KAUFMAN LYNN CONSTRUCTION
 TEL: (561)465-9496 / JAMES FOX
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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: WED. STEP. 30/2015
 ACTION: DENIED
  
  
 1) A THRESHOLD INSPECTOR WILL BE REQUIRED FOR THIS
 PROJECT SINCE THERE ARE COMPONENTS OF THE PORT COCHERE
 THAT ALSO SUPPORT THE HIGH RISE BUILDING.
  
 THRESHOLD BUILDING FL S. S. 553.71(7) ?THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 1A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
 AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
 PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 1B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL
 INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER
 INFORMATION BEFORE THE PERMIT MAY BE ISSUED.
  
 1C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 1D) FOR THE SPECIAL 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]
  
 1E) 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]
  
 1F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,
 PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING
 ISSUED, THE PERMIT LIBRARIAN WILL THEN 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 THRESHOLD INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE
 IN BLACK & WHITE..
  
 1G) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL
 BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 2) HAS THERE BEEN A SOILS STUDY COMPLETED OR A SOILD
 ENGINEER INVOLVED FOR THE SIZING OF THE HELICAL PILE
 AND THE LOADS TO BE IMPOSED? FBC-B 1803.5.2
 QUESTIONABLE SOILS.
  
 3) SHEET A103 SHOWS THE NEW CONSTRUCTION OF A PORT
 COCHERE CUT SECTIONS 1 & 2 OF A302OF THE ROOF
 FRAMING,THERE ARE NO DETAILS SHOWING AN ACCESSIBLE
 ENTRANCE. NOTE # 8 ON SHEET A103 INDICATES THIS AREA IS
 A VALET DROP OFF AREA.
  
 3A)SHEET A103 NOTE # 8 INDICATES THIS PORT COCHERE HAS
 A VALET DROP OFF AREA, PLEASE SHOW COMPLIANCE WITH 2014
 FBC-ACCESSIBILITY CODE
 503.1- 503.5.
  
 3B) HERE IS NO FLOOR PLAN OF THIS AREA SHOWING THE
 DROPPED ACCESSIBLE CURB AND THE ACCESSIBLE ROUTE TO
 ENTER THE BUILDING FROM UNDER THE PORT COCHERE. PLEASE
 SHOW COMPLIANCE WITH 2014 FBC-ACCESSIBLITY CODE 206.2.1
 SITE ARRIVAL POINTS. AT LEAST ONE ACCESSIBLE ROUTE
 SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE
 PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES;
 PUBLIC STREETS AND SIDEWALKS; AND PUBLIC TRANSPORTATION
 STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE
 THEY SERVE.
  
 3C) WITH THE NEW PORTCO THERE IS NO PLANS PROVIDING
 CHANGE IN GRADE FOR THE DROP OFF AREA TO THE INTERIOR
 FINISH FLOOR AND COMPLIANCE WITH 2014 FBC-ACCESSIBILITY
 CODE 402.2 COMPONENTS. ACCESSIBLE ROUTES SHALL CONSIST
 OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING
 SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20,
 DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES,
 ELEVATORS, AND PLATFORM LIFTS. ALL COMPONENTS OF AN
 ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE
 REQUIREMENTS OF CHAPTER 4 AND 208.3.1. SHEET S.1 HAS A
 4 STEP RISER ON GRADE BUT THERE IS NO SECTION SHOWING
 WHERE THIS STAIR IS TO BE CAST IN PLACE? 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 3D) A THOROUGH REVIEW OF THE ACCESSIBILITY COMPONENTS
 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.
  
 4) SHEET S-1:
  
 4A) THE SIZE OF THE FOUNDATION PILE CAPS CAN NOT BE
 DETERMINED. THE DIMENSIONED SIDE THE LENGTH IS 15 FT.
 ON THE SHORT SIDE THE PLANS SHOW EQUAL DISTANCE. THE
 PLANS INDICATE THEY ARE EXISITNG GRADE BEAMS. IF
 EXISITNG HOW ARE THE HELICAL PILE TO BE PLACED 2'-3 "
 WITHIN THE EXISTING PILE CAP?
 DISCREPANCY IN PLANS, ADDITIONAL INFORMATION IS
 REQUIRED. 107.2.1.3.
  
 4B) THE NEW C-1 COLUMNS DO NOT PROVIDE THE SIZE OF THE
 COLUMN, THE STRENGTH OF THE CONCRETE, RE-BAR SIZE NOR
 THE AMOUNT OF REBARSONLY WHAT IS DEPICTED. THE SIZE OF
 HOOPS ARE NOT PROVIDED NOR WHAT SIZE REBAR THE HOOPS
 ARE TO BE MADE OF NOR HOW CLOSE TOGETHER THE HOOPS ARE
 TO BE SPACED.
 AGAIN THERE IS INSEFFECIENT INFORMATION TO DO A REVIEW.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 4C) WHERE THE 4 COLUMNS ARE BEING REMOVED AND THE NEW
 COLUMNS BEING POURED BACK IN PLACE SHEET AD101 SHOWS 4
 DOUBLE COLUMNS BEING REMOVED, WILL ANY OF THE EXISTING
 COLUMN STEEL FROM THE TOP OF THE COLUMN BE REUSED FOR
 THE TIEING IN OF THE NEW VERTICAL REBAR? OR WILL ALL
 NEW STEEL BE DOWELED INTO THE EXISTING BEAM? THE FOUR
 NEW COLUMNS WILL HAVE ACCENTRIC LOADING AND HOW WILL
 THESE LOADS BE CARRIED INTO THE EXISTING BEAM AND
 EXISITNG PILE CAP?
  
 4E) ADDITIONAL INFORMATION IS REQUIRED. SHEET S2 DETAIL
 # 4. THE VIEW OF THE SIDE OF THE COLUMN SHOWS 4 BOLTS,
 THE PLANS INDICATE THERE IS TO BE 20 1 3/8 INCH A449
 FASTENERS IN 4 ROWS, OR 5 FASTENERS PER ROW. WITHOUT
 THE COLUMN SIZE, PLACEMENT OF REBAR IS UNKNOWN ON WHAT
 CENTERS ARE THESE FASTENERS, UNKNOWN. THERE IS NO WAY
 OF COMPLIANCE WITH ACI 315-99.
  
 4F) 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.
  
 5) THE A1-302 SHEET DETAIL # 3 INDICATES THE USE OF
 TRANSLUCENT HORIZONTAL GLAZING COVER, PLEASE SHOW HOW
 THE GLAZING IS TO BE ANCHORED, TYPE OF GLAZING
 THICKNESS OF GLAZING AND COMPLIANCE WITH 2014 FBC-B
 2405.2 ALLOWABLE GLAZING MATERIALS AND LIMITATIONS FOR
 SLOPED GLAZING.
  
 6) 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 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 2015-10-13 Cont ID  
Sent By skennedy Date 2015-10-13 Time 15:59 Rev Time 0.00
Received By skennedy Date 2015-10-13 Time 15:59 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2016-03-03 Cont ID  
Sent By Mgonzale Date 2016-03-03 Time   Rev Time 1.00
Received By mgonzale Date 2016-03-03 Time   Sent To I
Notes
2016-03-03 09:31:06PASSED WITH PROVISOS:
  
 #1 IT IS RECOMMENDED THAT WHERE SEVERE GRADE BREAK
 AREAS ARE FOUND AND EXCEED THE MAXIMUM PERCENTAGE
 SLOPE, AREAS BE STRIPED OR IDENTIFIED SO THAT VEHICLES
 CAN DELINEATE DRIVEABLE PATH. IT IS RECOMMENDED THAT
 THERMOPLASTIC BE USED.
  
 #2 DETACTABLE WARNING SURFACE MAY BE REQUIRED IN AREAS
 WHERE PEDESTRIANS ARE WALKING UNTO VEHICULAR PATH(S)
  
 #3 IT IS UNDERSTOOD THAT PEDESTRIAN CROSSWALKS WILL BE
 LAID AS FLAT AS POSSIBLE (2% SLOPE VERTICALLY)
  
 #4 ENGINEER-OF-RECORD WILL INSPECT AND CERTIFY CIVIL
 CONSTRUCTION INCLUDING ROW IMPROVEMENTS TO THE CITY OF
 WEST PALM BEACH,
  
 #5 A ROW PERMIT WILL BE REQUIRED BY THE CONTRACTOR
 DOING IMPROVEMENTS IN THE ROW. THIS WILL REQUIRE MOT
 FOR PEDESTRIANS AND TRAFFIC.
  
 #6 ALL ROW IMPROVEMENTS INCLUDING IMPACT OF CONTRUCTION
 AND RELOCATION OF CITY UTILITIES, IRRIGATION, STREET
 LIGTHING, ETC WILL BE AT DEVELOPER'S/OWNER EXPENSE AND
 NOT CITY OF WEST PALM BEACH.
  
 #7 NOTIFY YOUR LOCAL ONE CALL CENTER BY CALLING 811 OR
 MAKING AN ONLINE REQUEST 2-3 DAYS BEFORE WORK BEGINS.
 BE SURE TO CHECK OUR STATE MAP TO FIND OUT HOW FAR IN
 ADVANCE YOU NEED TO CALL.
 HTTP://CALL811.COM/BEFORE-YOU-DIG/HOW-811-WORKS
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 IMPORTANT MESSAGE: 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
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2015-10-14 Cont ID  
Sent By cranford Date 2015-10-14 Time 09:38 Rev Time 0.00
Received By cranford Date 2015-10-14 Time 09:30 Sent To  
Notes
2015-10-14 09:38:431. BROKEN PAVEMENT OR OTHER DEBRIS SHALL BE REMOVED
 FROM THE SITE AS SOON AS PRACTICAL. EXCAVATED MATERIAL
 OR DEMOLITION DEBRIS SHALL NOT BE STORED IN
 RIGHT-OF-WAY OR EASEMENT DURING CONSTRUCTION.
  
 2. CONTRACTORS, SUBCONTRACTORS AND PERSONS HOLDING
 PERMITS TO PERFORM LAND DISTURBING CONSTRUCTION OR LAND
 DEVELOPMENT ACTIVITIES, AND THE LANDOWNERS OF
 CONSTRUCTION SITES SHALL CAUSE THE CONSTRUCTION SITE TO
 BE MAINTAINED IN A NEAT AND ORDERLY CONDITION THAT IS
 FREE FROM ANY DEBRIS, GARBAGE, JUNK, USED OR DISCARDED
 CONSTRUCTION MATERIALS, TRASH OR ANY OTHER FOREIGN
 SUBSTANCE PRODUCED AS A RESULT OF THE LAND DISTURBING
 CONSTRUCTION OR LAND DEVELOPMENT ACTIVITIES, OTHER THAN
 DEBRIS, GARBAGE, JUNK, TRASH OR OTHER FOREIGN SUBSTANCE
 DEPOSITED INTO AND CONTAINED WITHIN A TRASH RECEPTACLE
 OR TRASH DUMPSTER.
  
 3. ALL CONSTRUCTION WASTE AND DEBRIS FROM NEW
 CONSTRUCTION OR MAJOR ALTERATION OR REPAIR SHALL BE
 KEPT IN AN ENCLOSED CONTAINER TO MINIMIZE DEBRIS FROM
 LITTERING ADJACENT PROPERTIES AND PUBLIC RIGHTS-OF-WAY.
 THE PERMITTEE, CONTRACTOR OR LANDOWNER SHALL CAUSE SUCH
 WASTE OR DEBRIS TO BE REMOVED WEEKLY IN ACCORDANCE WITH
 SECTION 74-2 OF THE CITY OF WEST PALM BEACH CODE OF
 ORDINANCES.
  
 4. ALL MUD OR DEBRIS SHALL BE CONTINUALLY REMOVED FROM
 THE PUBLIC SIDEWALKS AND STREETS.
  
 5. CONTRACTORS, SUBCONTRACTORS, PERSONS HOLDING PERMITS
 TO PERFORM LAND DISTURBING CONSTRUCTION AND LAND
 DEVELOPMENT ACTIVITIES AND THE LANDOWNERS OF
 CONSTRUCTION SITES SHALL, AT THE DIRECTION OF THE
 ENGINEERING SERVICES DIRECTOR OR DESIGNEE, EITHER
 REPAIR, OR REIMBURSE THE CITY FOR ITS COSTS INCURRED TO
 REPAIR, ANY DAMAGE TO ANY PUBLIC RIGHT-OF-WAY THAT IS
 CAUSED BY ANY CONSTRUCTION VEHICLE INVOLVED IN THE LAND
 DISTURBING CONSTRUCTION OR LAND DEVELOPMENT ACTIVITIES.
  
 6. OVER SPRAY FROM WATER FEATURE SHALL NOT REACH THE
 PUBLIC SIDEWALK.
  
 KELLY CRANFORD, P.E.
 CAPITAL IMPROVEMENT PLAN MANAGER
 PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2016-03-03 Cont ID  
Sent By skennedy Date 2016-03-03 Time 09:05 Rev Time 0.00
Received By skennedy Date 2016-03-03 Time 09:05 Sent To  
Notes
2016-03-03 09:06:39RE-STAMPED, REVIEW BY P LEDUC.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2015-12-22 Cont ID  
Sent By pleduc Date 2015-12-22 Time   Rev Time 0.00
Received By pleduc Date 2015-12-22 Time 12:19 Sent To  
Notes
2015-12-22 12:22:24THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 SHEET A1 - 106, THE PROPOSED FIRE SPRINKLER WORK SHALL
 BE SUBMITTED FOR REVIEW UNDER SEPARATE SHOP DRAWINGS.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-09-16 Cont ID  
Sent By pleduc Date 2015-09-16 Time   Rev Time 0.00
Received By pleduc Date 2015-09-16 Time 12:34 Sent To  
Notes
2015-09-16 13:34:28THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 SHEET A1 - 106, THE PROPOSED FIRE SPRINKLER WORK SHALL
 BE SUBMITTED FOR REVIEW UNDER SEPARATE SHOP DRAWINGS.
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-03-03 Cont ID  
Sent By skennedy Date 2016-03-03 Time 09:07 Rev Time 0.00
Received By skennedy Date 2016-02-24 Time 16:44 Sent To  
Notes
2016-02-24 16:44:57C02
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-01-25 Cont ID  
Sent By shill Date 2016-01-25 Time 08:00 Rev Time 0.00
Received By shill Date 2015-12-17 Time 10:53 Sent To  
Notes
2015-12-18 10:54:37C06
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-12-08 Cont ID  
Sent By jwitmer Date 2015-12-08 Time 11:15 Rev Time 0.00
Received By jwitmer Date 2015-11-10 Time 09:27 Sent To Z
Notes
2015-12-04 13:42:14TO JIM WITMER.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-10-14 Cont ID  
Sent By cranford Date 2015-10-14 Time 09:39 Rev Time 0.00
Received By cranford Date 2015-09-15 Time 14:04 Sent To  
Notes
2015-09-15 14:04:54C18
Review Stop Z ZONING
Rev No 4 Status P Date 2016-03-01 Cont ID  
Sent By aaponte Date 2016-03-01 Time 13:39 Rev Time 0.00
Received By aaponte Date 2016-03-01 Time 13:39 Sent To  
Notes
2016-03-01 13:40:01STAFF RECOMMENDS CHANGING PROPOSE MEDJOOL DATE PALMS
 FOR ROYAL PALMS TO MAINTAIN CONSISTENCY ALONG THE
 STREET FRONTAGE.
  
Review Stop Z ZONING
Rev No 3 Status F Date 2016-01-20 Cont ID  
Sent By aaponte Date 2016-01-20 Time 11:29 Rev Time 0.00
Received By aaponte Date 2016-01-20 Time 11:29 Sent To  
Notes
2016-01-20 11:33:011. GRADE ELEVATIONS INDICATE A BIG DIFFERENCE FROM
 SIDEWALK TO DROP-OFF AREA. PLEASE PROVIDE A CENTERLINE
 PROFILE OF DRIVEWAY.
 2. CONTACT THE ENGINEERING DEPARTMENT TO DISCUSS THE
 PROPOSED DROP-OFF AREA CONSTRUCTION AS IT AFFECTS THE
 ROW.
 3. INDICATE FLOW ARROWS FOR DRAINAGE.
 4. PROVIDE CIVIL DRAWINGS FOR THE DROP-OFF SITE WORK.
 5. PLEASE INDICATE THE ACCESSIBLE ROUTE TO THE MAIN
 ENTRANCE FROM THE SIDEWALK.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-8221439
Review Stop Z ZONING
Rev No 2 Status F Date 2015-12-04 Cont ID  
Sent By jwitmer Date 2015-12-08 Time 11:15 Rev Time 0.00
Received By aaponte Date 2015-12-04 Time 13:35 Sent To  
Notes
2015-12-04 13:35:48NONE OF THE COMMENTS FROM THE FIRST REVIEW HAVE BEEN
 ADDRESSED. SEE BELOW:
 1. EXISTING ROYAL PALM ON LAKEVIEW AVENUE SHALL NOT BE
 REMOVED.
 2.PLEASE PROVIDE CIVIL DRAWINGS INDICATING THE GRADE
 ELEVATIONS FOR THE NEW DROP-OFF AREA. SIDEWALK LEVEL
 SHALL BE MAINTAINED AS EXIST.
 3. LA DRAWINGS DO NOT MATCH ARCHITECTURAL DRAWINGS.
 PLEASE ADJUST.
 4. A NEW STRIP OF TRACHELOSPERMUM ASIATICUM SHALL BE
 PLANTED BETWEEN THE DROP-OFF AND THE SIDEWALK TO SCREEN
 THE CARS.
 5. A LANDSCAPE MAINTENANCE AGREEMENT WILL BE NECESSARY
 BETWEEN THE CITY AND THE PROPERTY OWNER FOR THE
 MAINTENANCE OF ALL THE PROPOSED LANDSCAPE.
 6. PROPOSED SIGNAGE SHALL BE SEPARATED FROM THIS PERMIT
 AND SUBMITTED AS A SEPARATE PERMIT.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
Review Stop Z ZONING
Rev No 1 Status F Date 2015-09-29 Cont ID  
Sent By aaponte Date 2015-09-29 Time 11:49 Rev Time 0.00
Received By aaponte Date 2015-09-29 Time 11:48 Sent To  
Notes
2015-09-29 12:07:151. EXISTING ROYAL PALM ON LAKEVIEW AVENUE SHALL NOT BE
 REMOVED.
 2.PLEASE PROVIDE CIVIL DRAWINGS INDICATING THE GRADE
 ELEVATIONS FOR THE NEW DROP-OFF AREA. SIDEWALK LEVEL
 SHALL BE MAINTAINED AS EXIST.
 3. LA DRAWINGS DO NOT MATCH ARCHITECTURAL DRAWINGS.
 PLEASE ADJUST.
 4. A NEW STRIP OF TRACHELOSPERMUM ASIATICUM SHALL BE
 PLANTED BETWEEN THE DROP-OFF AND THE SIDEWALK TO SCREEN
 THE CARS.
 5. A LANDSCAPE MAINTENANCE AGREEMENT WILL BE NECESSARY
 BETWEEN THE CITY AND THE PROPERTY OWNER FOR THE
 MAINTENANCE OF ALL THE PROPOSED LANDSCAPE.
 6. PROPOSED SIGNAGE SHALL BE SEPARATED FROM THIS PERMIT
 AND SUBMITTED AS A SEPARATE PERMIT.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
2015-09-18 11:39:579/18/15


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved