Plan Review Details - Permit 16080215
Plan Review Stops For Permit 16080215
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-11-05 Cont ID  
Sent By   Date 2016-11-05 Time   Rev Time 0.00
Received By   Date 2016-11-05 Time 07:45 Sent To  
Notes
2016-11-05 08:53:12BUILDING PLAN REVIEW
 NORTON MUSEUM
 W. P. B. PERMIT: 16080215 FOUNDATION & STRUCTURAL
 PERMIT/ NO COMPONENTS & CLADDING
 W. P. B. PERMIT: 16050912 BUILDING PERMIT
 ADD: 1451 S. OLIVE AVE.
 CONT: GILBANE
 TEL: 561-236-7052
 E-MAIL: [email protected] MICHAEL IZZO
 E-MAIL: [email protected] MICHAEL J BEAUMIER
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 3RD REVIEW
 DATE: SAT. NOV. 05 / 2016
 ACTION: PASSED
  
 1) PROVISO: DEFERRED SUBMITTAL. 107.3.4.2. THE
 UNDERPINNING OF THE EXISTING STRUCTURE, 2014 FBC-B
 3307.1. CONTRACTOR TO CHOOSE A SYSTEM AND MATERIALS.
 SHOP DRAWINGS TO BE REVIEWED BY THE ENGINEER OF RECORD
 BEFORE SUBMITTAL TO THE BUILDING DEPARTMENT.
  
 2) PROVISO: DEFERRED SUBMITTAL. 107.3.4.2. RESPONSE THE
 STAIRS AND TIERED SEATING ARE SITE FORMED USING EPS
 FORMWORK, WILL NEED TO SHOW COMPLIANCE WITH 2014 FBC-B
 2603.4.1.1. SHOP DRAWINGS TO BE REVIEWED BY THE
 ENGINEER OF RECORD BEFORE SUBMITTAL TO THE BUILDING
 DEPARTMENT.
  
 3) PROVISO . SPACING OF BAR JOIST VERSES THE SPAN AND
 GAUGE OF ROOF DECKING. SHEET 0276_S0002 STEEL ROOF
 DECK. THE STEEL DECK SHALL BE OF THE DEPTH AND GAGE
 SHOWN ON THE STRUCTURAL DRAWINGS. PLEASE PROVIDE WHERE
 COMPLIANCE WITH 2014 FBC-B 2211.5 ROOF SYSTEM DESIGN.
 RESPONSE DECK GAUGE IS CALLED OUT ON THE PLAN NOTE ON
 SHEET S125.7 AND 125.8 AND IS ADEQUATE FOR GRAVITY AND
 SHEAR LOADING FOR THE BEAM SPACING PROVIDED IN
 ACCORDANCE WITH 2014 FBC-B 2211.5.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-10-28 Cont ID  
Sent By jwitmer Date 2016-10-28 Time 10:21 Rev Time 0.00
Received By jwitmer Date 2016-10-27 Time 16:55 Sent To  
Notes
2016-10-28 10:21:10BUILDING PLAN REVIEW
 NORTON MUSEUM
 W. P. B. PERMIT: 16080215 FOUNDATION & STRUCTURAL
 PERMIT
 W. P. B. PERMIT: 16050912 BUILDING PERMIT
 ADD: 1451 S. OLIVE AVE.
 CONT: GILBANE
 TEL: 561-236-7052
 E-MAIL: [email protected] MICHAEL IZZO
 E-MAIL: [email protected] MICHAEL J BEAUMIER
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: FRI. OCT. 28 / 2016
 ACTION: DENIED
  
 NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B) WITH RESPECT
 TO EVALUATION OF DESIGN PROFESSIONALS? DOCUMENTS, IF A
 LOCAL GOVERNMENT FINDS IT NECESSARY, IN ORDER TO
 ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING CODE AND
 ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS REQUIRED BY
 THE CODE THREE OR MORE TIMES FOR FAILURE TO CORRECT A
 CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY NOTED IN
 EACH REJECTION, INCLUDING, BUT NOT LIMITED TO, EGRESS,
 FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
 1) 2ND REQUEST. SEMI-COMPLIED, THE OCCUPANT LOAD IS NOT
 GIVEN PER FLOOR NOR THE TOTAL OCCUPANT LOAD FOR THE
 BUILDING. ONLY THE 1ST FLOOR LIFE SAFETY PLAN IS
 PROVIDED.
 1ST ROUND COMMENTS. PLEASE PROVIDE A ARCHITECTURAL
 SHEET OR LIFE SAFETY SHEET THAT PROVIDES THE CODE
 ANALYSIS OF THE BUILDING.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5. MINIMUM PLAN REVIEW CRITERIA
 107.3.5.1. COMMERCIAL BUILDINGS
 107.3.5.1.1. BUILDING
 OCCUPANCY TYPES AND SQUARE FOOTAGE OF BUILDING PER
 FLOOR.
 TYPE OF CONSTRUCTION
 AREA INCREASES TAKEN FOR FRONTAGE AND FIRE SPRINKLERS
 FIRE RESISTANCE RATING OF STRUCTURAL MEMBERS
 LIFE SAFETY FLOOR PLAN / OCCUPANT LOADS
  
 2) COMPLIED. INDEX SHEET SUBMITTED
  
 3) F.S. THRESHOLD BUILDING FL S. S. 553.71(7) THRESHOLD
 BUILDING".
  
 4) 2ND REQUEST. RESPONSE INDICATES THE ORIGINAL REPORT
 WAS SUBMITTED BY HAND TO WEST PALM BEACH IS SIGNED AND
 SEALED. THERE IS NO SUCH DOCUMENT IN THE FOLDER
 CONTAINING THE ORIGINAL PERMIT APPLICATION FOR EITHER
 THE BUILDING PERMIT (16050912) NOR THE FOUNDATION/
 STRUCTURAL (16080215)!!!!!!!!!
  
 1ST ROUND COMMENTS. SHEET 0277_S003 HEADING FOUNDATIONS
 INDICATES THERE WAS A GEOTECHNICAL REPORT COMPLETED BY
 ARDAMAN 12/16/2014. THE SUBMITTED REPORT DOES NOT HAVE
 AN ELECTRONIC SIGNATURE AND SEAL. NOTE WHEN SUBMITTED
 ELECTRONICALLY THE SOILS ENGINEER WILL NEED TO SUBMIT
 UNDER AN ELECTRONIC SEAL PER 61G15-23.005 PROCEDURES
 FOR SIGNING AND SEALING ELECTRONICALLY TRANSMITTED
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 (ELECTRONIC SEALS).
 OTHERWISE ONE PAPER ORIGINAL SIGNED AND SEALED DOCUMENT
 WILL BE RETAINED AND SCANNED INTO THE SYSTEM.
  
 5A) 2ND ROUND COMMENTS. THE WIND DESK-TOP STUDY FINAL
 REPORT FROM EWDI 12/17/2015 AGAIN IS NOT ELECTRONICALLY
 SIGNED AND SEALED NOR AN ORIGINAL PAPER SIGNED AND
 SEALED DOCUMENT. REVIEW CANNOT TAKE PLACE.
  
 1ST ROUND COMMENTS. COMMENT # 17 FROM THE ORIGINAL
 BUILDING PERMIT (16050912) DEALT WITH WIND PRESSURES
 FOR THE BUILDING. THE RESPONSE INDICATES THERE WERE
 SITE SPECIFIC WIND TUNNEL TEST THAT WERE COMPLETED. THE
 WIND TUNNEL TEST IS AN EXCEPTION TO SECTION 1609.1.1
 WHEN THE TEST WAS IN ACCORDANCE WITH CHAPTER 31 OF ASCE
 7. THIS REVIEW NO SUCH DOCUMENTS WERE SUBMITTED
 ELECTRONICALLY (SHEET 0284_S010 WIND STUDY REPORT FROM
 WIND DESK-TOP STUDY REPORT FROM EWDI 12/17/2015). A
 SIGNED AND SEALED PAPER ORIGINAL CAN BE SUBMITTED ON
 THE NEXT REVIEW. THE CITY WILL THEN SCAN IN THE
 DOCUMENT FOR RECORD RETENTION.
  
 5B) . THE WIND DESK-TOP STUDY FINAL REPORT FROM EWDI
 12/17/2015 AGAIN IS NOT ELECTRONICALLY SIGNED AND
 SEALED NOR AN ORIGINAL PAPER SIGNED AND SEALED
 DOCUMENT. REVIEW CANNOT TAKE PLACE.
  
 1ST ROUND COMMENT. COMMENT # 17 FROM THE ORIGINAL
 BUILDING PERMIT (16050912) DEALT WITH WIND PRESSURES
 FOR THE BUILDING. THE RESPONSE INDICATES THERE WERE
 SITE SPECIFIC WIND TUNNEL TEST THAT WERE COMPLETED.
 SHEETS S008, S009,& S010 ALL PROVIDE THE POSITIVE AND
 NEGATIVE PRESSURES FOR ALL OPENINGS BUT THE PRESSURES
 CANNOT BE VALIDATED SINCE THE WIND STUDY REPORT FROM
 WIND DESK-TOP STUDY REPORT FROM EWDI 12/17/2015 HAS NOT
 BEEN SUBMITTED FOR REVIEW. 2014 FBC-B 1603.1.4 WIND
 DESIGN DATA. THE WIND TUNNEL TEST IS AN EXCEPTION TO
 SECTION 1609.1.1 WHEN THE TEST WAS IN ACCORDANCE WITH
 CHAPTER 31 OF ASCE 7.
  
 5C) 2ND ROUND OF COMMENTS INDICATES SEE SHEETS A221
 THROUGH A224, BUILDING ELEVATIONS. PLEASE NOTE THESE
 SHEETS ONLY IDENTIFY THE OPENING NOT THE SIZE OF THE
 OPENINGS. THE INDEX INDICATES SHEETS A-808 THROUGH
 A-810 HAVE THE CURTAIN WALL SCHEDULE.
  
 1ST ROUND COMMENTS. UNDER THE STRUCTURE ONLY PERMIT THE
 PRESSURES ARE GIVEN FOR THE EXTERIOR OPENINGS BUR THERE
 ARE NEITHER SIZES WIDTH AND HEIGHT OF THE WINDOWS,
 DOORS, ROOF OPENINGS FOR MECHANICAL EQUIPMENT NOR
 SKYLIGHTS OPENINGS IN THE ROOF. HEADER AND SILL HEIGHTS
 FOR WINDOWS AND DOORS ARE ALSO AN UNKNOWN?
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS.
 107.3.5.1.1 COMMERCIAL BUILDING
 BUILDING ENVELOPE
 WALL SYSTEMS
  
 5D) 2ND ROUND OF COMMENTS. THERE WAS NO RESPONSE ON THE
 1ST ROUND COMMENTS LEFT BLANK.
 1ST ROUND COMMENTS. THE STRUCTURE AND FOUNDATION ONLY
 PERMIT DOES NOT INDICATE IF THE CONTRACTOR IS ALSO
 INCLUDING THE EXTERIOR COMPONENTS AND CLADDING TO BE
 ABLE TO SEAL OUT WIND AND RAIN SINCE THE PRESSURES ARE
 PROVIDED FOR THE WINDOWS AND DOORS? ARE EXTERIOR BLOCK
 WALLS AND COLUMNS AND BEAMS TO BE INCLUDED?
  
 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 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/ MULLIONS.
  
 (B) WINDOWS/ MULLIONS FOR ALL PRODUCTS WITH GLAZING,
 PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF
 GLAZING, MULLION INFORMATION IF REQUIRED, ATTACHMENTS
 AND ASSOCIATE PRESSURES FOR EACH OPENING SIZE.
  
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
  
 (D) ROOFING PRODUCTS AND ASSEMBLIES. FOR ALL ROOFING
 PRODUCTS PLEASE IDENTIFY ALL ROOFING SUB-SYSTEMS AND
 THEIR ASSOCIATED PRESSURES FOR ROOF ZONE # 1. REVIEW
 THE PRODUCT APPROVAL LIMITATIONS, IF ENHANCED FASTENING
 IS ALLOWED FOR ROOF ZONES 2 & 3. FASTENER DENSITIES
 SHALL BE INCREASED FOR BOTH INSULATION & THE BASE SHEET
 AS CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION
 STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT.
  
 (F) SKYLIGHTS
  
 (G) PRE-ENGINEERED A/C STANDS
  
 5E) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
 5F) FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
  
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS
 1013.6 MECHANICAL EQUIPMENT.
 GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT,
 FANS, ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT
 REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF
 A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH
 EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762
 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD
 SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A
 SPHERE 21 INCHES (533 MM) IN DIAMETER. THE GUARD SHALL
 EXTEND NOT LESS THAN 30 INCHES (762 MM) BEYOND EACH END
 OF SUCH APPLIANCE, EQUIPMENT, FAN OR COMPONENT.
  
 6) COMPLIED. THE SOILS REPORT BY ARDAMAN & ASSOCIATES.
  
 7)2ND ROUND OF COMMENTS. PLEASE PROVIDE THE MAIN FINISH
 FLOOR ELEVATION IN NGVD 29, FROM THAT POINT THE
 BUILDING CAN START AT 0.00 FT.
 1ST ROUND COMMENT. THE SHEET 0285_S120.7 SHOWS AN
 ELEVATION CHANGE IN THE FINISH FLOOR LEVELS BUT THE
 PLANS DO NOT PROVIDE AT WHAT ELEVATION EACH FLOOR LEVEL
 WILL BE. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 8) PROVISO: DEFERRED SUBMITTAL. 107.3.4.2. THE
 UNDERPINNING OF THE EXISTING STRUCTURE, 2014 FBC-B
 3307.1. CONTRACTOR TO CHOOSE A SYSTEM AND MATERIALS.
 SHOP DRAWINGS TO BE REVIEWED BY THE ENGINEER OF RECORD
 BEFORE SUBMITTAL TO THE BUILDING DEPARTMENT.
  
 9) PROVISO: DEFERRED SUBMITTAL. 107.3.4.2. RESPONSE THE
 STAIRS AND TIERED SEATING ARE SITE FORMED USING EPS
 FORMWORK, WILL NEED TO SHOW COMPLIANCE WITH 2014 FBC-B
 2603.4.1.1. SHOP DRAWINGS TO BE REVIEWED BY THE
 ENGINEER OF RECORD BEFORE SUBMITTAL TO THE BUILDING
 DEPARTMENT.
  
 10)2ND REQUEST. SPACING OF BAR JOIST VERSES THE SPAN
 AND GAUGE OF ROOF DECKING. SHEET 0276_S0002 STEEL ROOF
 DECK. THE STEEL DECK SHALL BE OF THE DEPTH AND GAGE
 SHOWN ON THE STRUCTURAL DRAWINGS. PLEASE PROVIDE WHERE
 COMPLIANCE WITH 2014 FBC-B 2211.5 ROOF SYSTEM DESIGN.
  
 1ST ROUND COMMENTS. SHEETS 0295_S124.7 THRU 0298_S125.8
 EACH OF THE SHEETS INDICATE THEY ARE TO 1/8 INCH EQUALS
 A FOOT BUT THERE IS NO SCALE OR MEASUREMENTS ON THESE
 SHEETS TO BE ABLE TO SEE WHAT THE CENTER TO CENTER
 SPACING OF THE FRAMING MEMBERS ARE? THE SPACING OF THE
 FRAMING MEMBERS FOUND ON SHEET 0295_S124.7 BETWEEN GRID
 LINES 1.1 & 1.2 AND BETWEEN 2 & 3 IS QUITE A BIT LARGER
 THAN FOUND ON THE OTHER FRAMING SHEETS. DEPENDING ON
 THE TYPE OF ROOF DECK AND ROOFING MATERIAL SELECTED THE
 SPAN LIMITATION MAY BE MAXED OUT IN THE ROOFING DECK AS
 WELL AS THE ROOFING PRODUCT APPROVAL THAT NORMALLY
 COMES IN AT A LATER DATE. 107. 2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 11) 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-09-07 Cont ID  
Sent By jwitmer Date 2016-09-07 Time 11:56 Rev Time 0.00
Received By jwitmer Date 2016-09-06 Time 10:49 Sent To  
Notes
2016-09-07 11:56:09BUILDING PLAN REVIEW
 NORTON MUSEUM
 W. P. B. PERMIT: 16080215 FOUNDATION & STRUCTURAL
 PERMIT
 W. P. B. PERMIT: 16050912 BUILDING PERMIT
 ADD: 1451 S. OLIVE AVE.
 CONT: GILBANE
 TEL: 561-236-7052
 E-MAIL: [email protected] MICHAEL IZZO
 E-MAIL: [email protected] MICHAEL J BEAUMIER
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: TUES-WED. SEPT. 6-7TH / 2016
 ACTION: DENIED
  
 1) PLEASE PROVIDE A ARCHITECTURAL SHEET OR LIFE SAFETY
 SHEET THAT PROVIDES THE CODE ANALYSIS OF THE BUILDING.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5. MINIMUM PLAN REVIEW CRITERIA
 107.3.5.1. COMMERCIAL BUILDINGS
 107.3.5.1.1. BUILDING
 OCCUPANCY TYPES AND SQUARE FOOTAGE OF BUILDING PER
 FLOOR.
 TYPE OF CONSTRUCTION
 AREA INCREASES TAKEN FOR FRONTAGE AND FIRE SPRINKLERS
 FIRE RESISTANCE RATING OF STRUCTURAL MEMBERS
 LIFE SAFETY FLOOR PLAN / OCCUPANT LOADS
  
 2) PLEASE PROVIDE AN UPDATED INDEX OF THE STRUCTURAL
 PAGES NOT FOUND ON THE ORIGINAL BUILDING PERMIT
 (16050912). 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 3) PLEASE BE AWARE THIS SCOPE OF WORK REQUIRES A
 THRESHOLD INSPECTOR, SEE F.S. 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.
  
 3A)SEMI-COMPLIED. THE WRITTEN INSPECTION PLAN IS
 WRITTEN BY THE ENGINEER OF RECORD. THE SUBMITTED PLAN
 DID NOT HAVE A DIGITAL SIGNATURE. THIS DOCUMENT IS ALSO
 MULTIPLE PAGES AND WOULD NEED TO IDENTIFY HOW MANY
 PAGES ARE WITHIN THE DOCUMENT.
 61G15-23.002(2) FL. ADMIN. CODE. A COVER SHEET OR INDEX
 SHEET FOR ENGINEERING SPECIFICATIONS 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 LISTING HOW MANY PAGES ARE
 COVERED UNDER THE COVER SHEET OR INDEX SHEET. .
  
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS.
 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.
  
 3B) COMPLIED. THRESHOLD INSPECTOR FORMS: WPB AMENDMENT
 109.3.6.2 W.P.B. CONSTRUCTION SERVICES
  
 3C) 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.
  
 3D) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES,
 PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT
 AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING
 INSTALLATION SHALL BE SUPERVISED, INSPECTED AND
 CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 3D) COMPLIED. FOR THE SPECIAL INSPECTOR PROVIDED A
 RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT.
  
 3E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 3F) NOTICE: 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..
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD
 BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING SPECIAL INSPECTORS.
  
 3G)NOTICE: PLEASE CALL THE CITY OF WEST PALM BEACHS
 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.
  
 3H) NOTICE. 109.3.6 THRESHOLD BUILDINGS, OPERATING
 GUIDELINES FOR THRESHOLD INSPECTORS #26. ASSURE THAT
 THE DESIGNER HAS REQUIRED ON THE PLANS OR
 SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING
 PENETRATIONS, FOR WALLS AND CEILINGS.
  
 4) SHEET 0277_S003 HEADING FOUNDATIONS INDICATES THERE
 WAS A GEOTECHNICAL REPORT COMPLETED BY ARDAMAN
 12/16/2014. THE SUBMITTED REPORT DOES NOT HAVE AN
 ELECTRONIC SIGNATURE AND SEAL. NOTE WHEN SUBMITTED
 ELECTRONICALLY THE SOILS ENGINEER WILL NEED TO SUBMIT
 UNDER AN ELECTRONIC SEAL PER 61G15-23.005 PROCEDURES
 FOR SIGNING AND SEALING ELECTRONICALLY TRANSMITTED
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 (ELECTRONIC SEALS).
 OTHERWISE ONE PAPER ORIGINAL SIGNED AND SEALED DOCUMENT
 WILL BE RETAINED AND SCANNED INTO THE SYSTEM.
  
 5A) COMMENT # 17 FROM THE ORIGINAL BUILDING PERMIT
 (16050912) DEALT WITH WIND PRESSURES FOR THE BUILDING.
 THE RESPONSE INDICATES THERE WERE SITE SPECIFIC WIND
 TUNNEL TEST THAT WERE COMPLETED. THE WIND TUNNEL TEST
 IS AN EXCEPTION TO SECTION 1609.1.1 WHEN THE TEST WAS
 IN ACCORDANCE WITH CHAPTER 31 OF ASCE 7. THIS REVIEW NO
 SUCH DOCUMENTS WERE SUBMITTED ELECTRONICALLY (SHEET
 0284_S010 WIND STUDY REPORT FROM WIND DESK-TOP STUDY
 REPORT FROM EWDI 12/17/2015). A SIGNED AND SEALED PAPER
 ORIGINAL CAN BE SUBMITTED ON THE NEXT REVIEW. THE CITY
 WILL THEN SCAN IN THE DOCUMENT FOR RECORD RETENTION.
  
 5B) COMMENT # 17 FROM THE ORIGINAL BUILDING PERMIT
 (16050912) DEALT WITH WIND PRESSURES FOR THE BUILDING.
 THE RESPONSE INDICATES THERE WERE SITE SPECIFIC WIND
 TUNNEL TEST THAT WERE COMPLETED. SHEETS S008, S009,&
 S010 ALL PROVIDE THE POSITIVE AND NEGATIVE PRESSURES
 FOR ALL OPENINGS BUT THE PRESSURES CA NOT BE VALIDATED
 SINCE THE WIND STUDY REPORT FROM WIND DESK-TOP STUDY
 REPORT FROM EWDI 12/17/2015 HAS NOT BEEN SUBMITTED FOR
 REVIEW. 2014 FBC-B 1603.1.4 WIND DESIGN DATA. THE WIND
 TUNNEL TEST IS AN EXCEPTION TO SECTION 1609.1.1 WHEN
 THE TEST WAS IN ACCORDANCE WITH CHAPTER 31 OF ASCE 7.
  
 5C) UNDER THE STRUCTURE ONLY PERMIT THE PRESSURES ARE
 GIVEN FOR THE EXTERIOR OPENINGS BUR THERE ARE NEITHER
 SIZES WIDTH AND HEIGHT OF THE WINDOWS, DOORS, ROOF
 OPENINGS FOR MECHANICAL EQUIPMENT NOR SKYLIGHTS
 OPENINGS IN THE ROOF. HEADER AND SILL HEIGHTS FOR
 WINDOWS AND DOORS ARE ALSO AN UNKNOWN?
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS.
 107.3.5.1.1 COMMERCIAL BUILDING
 BUILDING ENVELOPE
 WALL SYSTEMS
  
 5D) THE STRUCTURE AND FOUNDATION ONLY PERMIT DOES NOT
 INDICATE IF THE CONTRACTOR IS ALSO INCLUDING THE
 EXTERIOR COMPONENTS AND CLADDING TO BE ABLE TO SEAL OUT
 WIND AND RAIN SINCE THE PRESSURES ARE PROVIDED FOR THE
 WINDOWS AND DOORS? ARE EXTERIOR BLOCK WALLS AND COLUMNS
 AND BEAMS TO BE INCLUDED?
  
 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 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/ MULLIONS.
  
 (B) WINDOWS/ MULLIONS FOR ALL PRODUCTS WITH GLAZING,
 PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF
 GLAZING, MULLION INFORMATION IF REQUIRED, ATTACHMENTS
 AND ASSOCIATE PRESSURES FOR EACH OPENING SIZE.
  
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
  
 (D) ROOFING PRODUCTS AND ASSEMBLIES. FOR ALL ROOFING
 PRODUCTS PLEASE IDENTIFY ALL ROOFING SUB-SYSTEMS AND
 THEIR ASSOCIATED PRESSURES FOR ROOF ZONE # 1. REVIEW
 THE PRODUCT APPROVAL LIMITATIONS, IF ENHANCED FASTENING
 IS ALLOWED FOR ROOF ZONES 2 & 3. FASTENER DENSITIES
 SHALL BE INCREASED FOR BOTH INSULATION & THE BASE SHEET
 AS CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION
 STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT.
  
 (F) SKYLIGHTS
  
 (G) PRE-ENGINEERED A/C STANDS
  
 5E) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
 5F) FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
  
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS
 1013.6 MECHANICAL EQUIPMENT.
 GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT,
 FANS, ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT
 REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF
 A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH
 EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762
 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD
 SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A
 SPHERE 21 INCHES (533 MM) IN DIAMETER. THE GUARD SHALL
 EXTEND NOT LESS THAN 30 INCHES (762 MM) BEYOND EACH END
 OF SUCH APPLIANCE, EQUIPMENT, FAN OR COMPONENT.
  
 6) THE SOILS REPORT BY ARDAMAN & ASSOCIATES ON PAGE 3OF
 19 RECOMMENDS THE USE OF 18 INCH DIAMETER AUGER CAST
 PILE ATTACHED TO GRADE BEAMS IN THE NORTHWEST CORNER OF
 THE BUILDING. SHEET 285_A120.7 IS THE NORTHWEST CORNER
 OF THE BUILDING THE FOUNDATION PLANS. IT APPEARS THE
 RECOMMENDATION OF THE SOILS ENGINEER WAS NOT TAKEN
 SINCE THE PLANS DO NOT SHOW AUGER-CAST PILE AND GRADE
 BEAMS. FOR THE LOADS TO BE SUPPORTED BY THE SPREAD
 FOUNDATIONS THE SOILS REPORT WILL NEED AN ADDENDUM
 PROVIDING WHAT THE MINIMUM SAFE BEARING VALUE WILL BE
 FOR THE SOIL PER SQUARE FOOT AND THE MINIMUM WIDTHS FOR
 THE VARIOUS FOUNDATIONS FOR THE GRAVITY LOADS TO BE
 RESISTED. FBC-B 1803.5.2 QUESTIONABLE SOILS.
  
 7) THE SHEET 0285_S120.7 SHOWS A ELEVATION CHANGE IN
 THE FINISH FLOOR LEVELS BUT THE PLANS DO NOT PROVIDE AT
 WHAT ELEVATION EACH FLOOR LEVEL WILL BE. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 8) SHEET 0285_S120.7 DETAIL # 20 INDICATES THE EXISTING
 WALL AND FOUNDATION ARE GOING TO REQUIRE UNDER PINNING
 BUT THE PLANS DO NOT INDICATE HOW THE UNDER PINNING IS
 TO OCCUR. THE SECOND ISSUE IS THE DETAIL AS SHOWN DOES
 NOT HAVE THE MATERIALS USED FOR UNDER PINNING CENTERED
 ON THE FOUNDATION THAT WILL CREATE A ECCENTRIC LOADING
 ? HOW WILL THE SOILS ON THE BACKSIDE OF THE
 UNDERPINNING BE STABILIZED TO NOT ALLOW CAVE INS DURING
 THE UNDERPINNING PROCESS? THE SOILS REPORT SECTION
 5.3.3 REFERS TO VARIOUS PROCESSES THAT COULD BE USED IN
 THIS TYPE SITUATION. FBC-B 3307.1 PROTECTION REQUIRED.
  
 9) SHEET 0285_S120.7 DETAIL #17 SHOWS A DETAIL OF THE
 DROPPED FLOOR SECTION BUT THE DETAIL DOES NOT INDICATE
 THE STAIRS AND TIERED SEATING. 107.2.1.3. ADDITIONAL
 INFORMATION REQUIRED.
  
 10) SHEETS 0295_S124.7 THRU 0298_S125.8 EACH OF THE
 SHEETS INDICATE THEY ARE TO 1/8 INCH EQUALS A FOOT BUT
 THERE IS NO SCALE OR MEASUREMENTS ON THESE SHEETS TO BE
 ABLE TO SEE WHAT THE CENTER TO CENTER SPACING OF THE
 FRAMING MEMBERS ARE? THE SPACING OF THE FRAMING MEMBERS
 FOUND ON SHEET 0295_S124.7 BETWEEN GRID LINES 1.1 & 1.2
 AND BETWEEN 2 & 3 IS QUITE A BIT LARGER THAN FOUND ON
 THE OTHER FRAMING SHEETS. DEPENDING ON THE TYPE OF ROOF
 DECK AND ROOFING MATERIAL SELECTED THE SPAN LIMITATION
 MAY BE MAXED OUT IN THE ROOFING DECK AS WELL AS THE
 ROOFING PRODUCT APPROVAL THAT NORMALLY COMES IN AT A
 LATER DATE. 107. 2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 11) 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 2 Status N Date 2016-11-01 Cont ID  
Sent By albarran Date 2016-10-24 Time 13:48 Rev Time 0.00
Received By vperez Date 2016-11-01 Time 15:39 Sent To  
Notes
2016-11-01 15:42:33GROUNDING REQUIREMENTS OF FOUDATION FOR EXPANSION
 PROJECT NOT REQUIRED (NOT A SEPERATE STUCTURE). SPOKE
 TO EOR AND CLARIFIED WITH HIM PREVIOUS COMMENTS.
2016-10-24 13:49:52THE ITEMS PREVIOUSLY REQUESTED FROM THE DESIGN
 PROFESSIONAL HAVE NOT BEEN PROVIDED. I SENT THE
 CONTRACTOR ON RECORD AN EMAIL ADVISING THEM OF THIS.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-08-30 Cont ID  
Sent By albarran Date 2016-08-30 Time 15:20 Rev Time 0.00
Received By albarran Date 2016-08-30 Time 15:13 Sent To  
Notes
2016-08-30 15:23:01THOUGH THE SCOPE OF WORK AS DESCRIBED ON THIS PERMIT IS
 FOR STRUCTURAL AND FOUNDATION, YOU SHALL PROVIDE A SITE
 PLAN INDICATION THE LOCATION OF THE PROPOSED ELECTRICAL
 UTILITY SERVICE TO DETERMINE AND INSPECT THE LOCATION
 FOR ALL FOUNDATION GROUNDING OF THE ELECTRICAL SERVICE.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2016-09-23 Cont ID  
Sent By skennedy Date 2016-09-23 Time 12:26 Rev Time 0.00
Received By skennedy Date 2016-09-23 Time 12:26 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-10-13 Cont ID  
Sent By pleduc Date 2016-10-13 Time   Rev Time 0.00
Received By pleduc Date 2016-10-11 Time 16:57 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2016-08-24 Cont ID  
Sent By pleduc Date 2016-08-24 Time   Rev Time 0.00
Received By pleduc Date 2016-08-22 Time 15:16 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-11-05 Cont ID  
Sent By   Date 2016-11-05 Time   Rev Time 0.00
Received By lmarchan Date 2016-11-03 Time 08:08 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-11-03 Cont ID  
Sent By skennedy Date 2016-11-03 Time 15:34 Rev Time 0.00
Received By skennedy Date 2016-10-05 Time 10:06 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-09-27 Cont ID  
Sent By lmarchan Date 2016-09-27 Time 14:31 Rev Time 0.00
Received By lmarchan Date 2016-08-18 Time 13:39 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2016-11-05 Cont ID  
Sent By jwitmer Date 2016-11-05 Time 08:02 Rev Time 0.00
Received By jwitmer Date 2016-11-05 Time 07:45 Sent To  
Notes
2016-11-05 08:02:4011/05/2016
 PALM BEACH COUNTY IMPACT FEE OFFICE
 RECEIPT NO. 2016-1018-70
 MU-2016-024353-0000
 FEES: $3,805.74
2016-11-04 11:04:01IMPACT FEES ROUTED TO JWITMER
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2016-10-28 Cont ID  
Sent By jwitmer Date 2016-10-28 Time 10:21 Rev Time 0.00
Received By jwitmer Date 2016-10-28 Time 10:21 Sent To  
Notes
2016-10-28 10:21:53BEFORE 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 IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-09-07 Cont ID  
Sent By jwitmer Date 2016-09-07 Time 11:56 Rev Time 0.00
Received By jwitmer Date 2016-09-06 Time 10:50 Sent To  
Notes
2016-09-07 11:56:39BEFORE 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 1 Status N Date 2016-09-23 Cont ID  
Sent By tklarge Date 2016-09-23 Time 11:52 Rev Time 0.00
Received By tklarge Date 2016-09-22 Time 05:10 Sent To  
Notes
2016-09-23 11:53:25THERE IS NO PLUMBING BEING INSTALLED UNDER THIS
 FOUNDATION PERMIT.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2016-11-05 Cont ID  
Sent By jwitmer Date 2016-11-05 Time 08:55 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2016-10-28 10:23:57SIGNATURES, MISSING ON THE SOILS REPORT & WIND TUNNEL
 TESTING. 61G15-23.005 PROCEDURES FOR SIGNING AND
 SEALING ELECTRONICALLY TRANSMITTED PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS (ELECTRONIC
 SEALS). J. W.
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status P Date 2016-10-27 Cont ID  
Sent By jwitmer Date 2016-10-27 Time 16:53 Rev Time 0.00
Received By jwitmer Date 2016-10-27 Time 15:56 Sent To  
Notes
***NONE***
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2016-09-07 Cont ID  
Sent By jwitmer Date 2016-09-07 Time   Rev Time 0.00
Received By jwitmer Date 2016-09-06 Time   Sent To  
Notes
2016-10-27 16:53:30BUILDING PLAN REVIEW
 NORTON MUSEUM
 W. P. B. PERMIT: 16080215 FOUNDATION & STRUCTURAL
 PERMIT
 W. P. B. PERMIT: 16050912 BUILDING PERMIT
 ADD: 1451 S. OLIVE AVE.
 CONT: GILBANE
 TEL: 561-236-7052
 E-MAIL: [email protected] MICHAEL IZZO
 E-MAIL: [email protected] MICHAEL J BEAUMIER
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: TUES-WED. SEPT. 6-7TH / 2016
 ACTION: DENIED
  
 1)A)SEMI-COMPLIED. THE WRITTEN INSPECTION PLAN IS
 WRITTEN BY THE ENGINEER OF RECORD. THE SUBMITTED PLAN
 DID NOT HAVE A DIGITAL SIGNATURE. THIS DOCUMENT IS ALSO
 MULTIPLE PAGES AND WOULD NEED TO IDENTIFY HOW MANY
 PAGES ARE WITHIN THE DOCUMENT.
 61G15-23.002(2) FL. ADMIN. CODE. A COVER SHEET OR INDEX
 SHEET FOR ENGINEERING SPECIFICATIONS 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 LISTING HOW MANY PAGES ARE
 COVERED UNDER THE COVER SHEET OR INDEX SHEET. .
  
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS.
 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) COMPLIED. THRESHOLD INSPECTOR FORMS: WPB AMENDMENT
 109.3.6.2 W.P.B. CONSTRUCTION SERVICES
  
 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) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES,
 PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT
 AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING
 INSTALLATION SHALL BE SUPERVISED, INSPECTED AND
 CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 1D) COMPLIED. FOR THE SPECIAL INSPECTOR PROVIDED A
 RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT.
  
 1E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 1F) NOTICE: 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..
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD
 BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING SPECIAL INSPECTORS.
  
 1G)NOTICE: PLEASE CALL THE CITY OF WEST PALM BEACHS
 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.
  
 1H) NOTICE. 109.3.6 THRESHOLD BUILDINGS, OPERATING
 GUIDELINES FOR THRESHOLD INSPECTORS #26. ASSURE THAT
 THE DESIGNER HAS REQUIRED ON THE PLANS OR
 SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING
 PENETRATIONS, FOR WALLS AND CEILINGS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop Z ZONING
Rev No 2 Status P Date 2016-11-03 Cont ID  
Sent By jroach Date 2016-11-03 Time 14:39 Rev Time 0.00
Received By jroach Date 2016-11-03 Time 14:39 Sent To  
Notes
2016-11-03 14:40:14PROVISO
  
 THIS REVIEW (PERMIT #16080215) IS FOR STRUCTURAL REVIEW
 ONLY AND SHALL NOT BE CONSIDERED AS APPROVAL OF ANY
 SITE IMPROVEMENTS.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, PRINCIPAL
 PLANNER, AT [email protected] OR (561) 822-1448.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2016-09-27 Cont ID  
Sent By jroach Date 2016-09-27 Time 14:22 Rev Time 0.00
Received By jroach Date 2016-09-27 Time 14:22 Sent To  
Notes
2016-09-27 14:28:28ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 09.27.2016
 PERMIT NO.: 16080215
 ADDRESS: 1451 S OLIVE AVENUE
 CONTRACTOR/CONTACT: MICHAEL IZZO
 TELEPHONE NO.:
 SCOPE OF REVIEW: NORTON MUSEUM EXPANSION
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY EXISTING
 TREES, A TREE ALTERATION PERMIT SHALL BE OBTAINED FROM
 THE DEVELOPMENT SERVICES DEPARTMENT ? PLANNING
 DIVISION.
  
 2. A SITE PLAN SHALL BE PROVIDED SHOWING THE LOCATION
 OF THE PROPOSED STRUCTURAL IMPROVEMENTS. BE SURE THE
 PLAN PROVIDES ALL REQUIRED INFORMATION, INCLUDING BUT
 NOT LIMITED TO:
  
  A. DATE, NORTH ARROW, AND A GRAPHIC SCALE.
  
  B. VICINITY MAP SHOWING THE PROPERTY IN RELATION TO
 THE SURROUNDING AREA.
  
  C. LOCATION OF THE PROPERTY LINE, RIGHT-OF-WAY,
 PROPOSED/EXISTING EASEMENTS, WATER COURSES AND OTHER
 ESSENTIAL FEATURES.
  
  D. STREETS, DRIVEWAYS, INTERSECTIONS, CURBS CUTS AND
 TURNING LANES ADJACENT TO OR ACROSS FROM THE SUBJECT
 PROPERTY.
  
  E. THE OUTLINES OF ALL BUILDINGS SHOWING THEIR
 PROPOSED USES, SETBACKS, DIMENSIONS, FLOOR AREA, NUMBER
 OF STORIES, HEIGHT AND POINTS OF ACCESS.
  
  F. SUPPLY A DATA TABLE IN THE FOLLOWING FORMAT:
  
  A. EXISTING/PROPOSED LAND USE AND ZONING.
  
  B. TOTAL ACRES OF THE PROJECT.
  
  C. TOTAL GROSS BUILDING SQUARE FOOTAGE.
  
  D. PERCENT OF OPEN SPACE, LANDSCAPING, BUILDING
 COVERAGE & IMPERMEABLE SURFACE.
  
  E. ACRES AND PERCENT OF WATER BODIES.
  
  G. PARKING COMPUTATIONS (PARKING REQUIRED, PROVIDED,
 ETC.)
  
  H. FLOOR AREA RATIO (FAR).
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  


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