Plan Review Details - Permit 18101173
Plan Review Stops For Permit 18101173
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2019-07-19 Cont ID  
Sent By shill Date 2019-07-19 Time 06:07 Rev Time 0.00
Received By shill Date 2019-07-19 Time 06:07 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2019-05-16 Cont ID  
Sent By shill Date 2019-05-16 Time 08:59 Rev Time 0.00
Received By shill Date 2019-05-14 Time 06:16 Sent To  
Notes
2019-05-16 09:03:41****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 1. FBC B 1011.5.2, 1011.9, 11" MINIMUM TREADS REQUIRED
 AT THE 12" WALKLINE, 8 3/4" IS SHOWN IN DETAIL
 B-A3.0.1.
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-12-19 Cont ID  
Sent By jwitmer Date 2018-12-19 Time 15:32 Rev Time 0.00
Received By jwitmer Date 2018-12-18 Time 12:44 Sent To  
Notes
2018-12-19 15:31:172017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 18101173
 ADD: 1100 NORTHPOINT PARKWAY/ COMMON AREAS
 CONT: LAR CONSTRUCTION INC.
 TEL: 561-853-6608
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. DEC. 19/ 2018
 ACTION: DENIED
  
 1) PLEASE NOTE THE SUBMITTED DESIGN CALCULATIONS FOR
 THE HOGAN STAIR THE COVERSHEET DOES HAVE A TABLE OF
 CONTENTS ON THE COVERSHEET AND THE DOCUMENT IS SIGNED
 AND SEALED, BUT THE DOCUMENT HAS BEEN SCANNED INTO THE
 FILE FOLDER. IF THIS WAS AN ORIGINAL PAPER DOCUMENT AND
 ORIGINAL SIGNATURE AND SEAL NOT A SCANNED IN COPY OR IF
 THE SIGNATURE WAS AN ELECTRONIC SIGNATURE THEN WE COULD
 ACCEPT IT. IF A PAPER DOCUMENT SIGNED AND SEALED IS
 SUBMITTED WE ONLY NEED ONE.
  
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS.
  
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
 OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
 ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 2) SHEET 02-ALS.1.1 & 03-ALS.1.2:
  
 2A) APPLICABLE CODES: PLEASE UPDATE CODES, THE 5TH
 EDITION OF THE FBC ENDED DEC. 30/2017. DEC. 31/2018 THE
 6TH EDITION OR THE 2017 FBC WAS ADOPTED STATEWIDE.
  
 2B) THE MINIMUM BUILDING TYPE OF CONSTRUCTION IS NOT
 GIVEN.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 3. MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED
 (SEE SECTION 503).
  
 2C) UNDER THE HEADING, APPLICABLE CODES THE OCCUPANT
 LOAD FOR THE 1ST AND 2ND FLOORS IS ROLLED DOWN, THEY
 SHOULD ALWAYS BE ROLLED UP TO THE NEXT WHOLE PERSON,
 THERE ARE NEVER PORTIONS OF AN OCCUPANT. 2017 FBC-B
 TABLE 1004.1.2/ AND 2015 IBC CODE COMMENTARY, EXAMPLE
 4660/15= 310.66 THEY ROUND UP TO 311.
  
 2D) SINCE THE OCCUPANT LOAD UNDER OCCUPANT LOAD NEEDS
 TO BE ROUNDED UP THEN THE OCCUPANT LOAD UNDER MEANS OF
 EGRESS ALSO NEEDS TO SHOW THE INCREASE IN THE OCCUPANT
 LOAD. 2017 FBC-B TABLE 1004.1.2/ AND 2015 IBC CODE
 COMMENTARY, EXAMPLE 4660/15= 310.66 THEY ROUND UP TO
 311.
  
 2E) UNDER THE HEADING COMMON PATH OF TRAVEL THE PLANS
 INDICATE 100 FEET COMMON PATH OF TRAVEL FOR BUSINESS
 OCCUPANCY IN AN UNSPRINKLERED BUILDING. PLEASE CORRECT
 THE COMMON PATH OF TRAVEL, PLEASE REVIEW THE 2017 FBC-B
 TABLE 1006.2.1 BUSINESS OCCUPANCY, BUILDING WITHOUT
 SPRINKLERS AND OCCUPANT LOADS > THAN 30 = 75 FEET
 MAXIMUM COMMON PATH OF TRAVEL.
  
 2F) OCCUPANT FINISHES, FBC TABLE 803.9 PLEASE UPDATE TO
 THE 2017 FBC-B TABLE 803.11.
  
 2G) UPDATE: OCCUPANT FINISHES, 2017 FBC-B TABLE 803.11.
 A-2 OCC. UNSPRINKLERED IN EXIT AND EXIT ACCESS
 CORRIDORS MATERIAL CLASS A.
  
 2H) PLEASE UPDATE PLANS CODE SECTION FOR TRAVEL
 DISTANCE. UNDER THE 2017 FBC-B TRAVEL DISTANCES ARE
 FOUND UNDER TABLE 1017.2 OF THE 2017 FBC-B.
  
 3A) SHEET 08-A3.0.1 STAIR DESIGN, THE DESIGN
 PROFESSIONAL DOES NOT GIVE ANY LIVE LOAD DESIGN
 PARAMETERS FOR THE STAIRWAY NOR THE GUARDRAIL/ HANDRAIL
 SYSTEM PER THE 2017 FBC-B TABLE 1607.1.30 FOR THE
 STAIRS AND SECTION 1607.8.1 FOR HANDRAILS AND
 GUARDRAILS.
  
 3B) THE SUBMITTED HOGAN STAIR DESIGN CALCULATION DOES
 NOT SHOW THE DESIGN PROFESSIONALS SHOP DRAWING STAMP OF
 REVIEW AND APPROVAL. FL 61G1-23.015 (2) THE ARCHITECT
 IS RESPONSIBLE FOR SUPERVISING AND REVIEWING ALL
 PROJECT DATA, REPORTS, SHOP DRAWINGS ETC...
  
 4) SHEET 2-SS-PLAN 1-30-18(1):
 4A) THIS PLAN INDICATES IT IS FOR THE CIRCULAR STEEL &
 GLASS STAIRCASE. THE DESIGN CRITERIA AND LOADS GIVEN
 ARE FOR ROOF DESIGN LODS:
 TOTAL DEAD LOAD: 50 PSF
 LIVE LOADS: 40 PSF
  
 PLEASE NOTE THERE IS NO DESIGN CRITERIA FOR STAIR LIVE
 LOADS OR HANDRAIL/ GUARDRAIL SYSTEMS. THE 2017 FBC-B
 TABLE 1607.1.30 FOR THE STAIRS AND SECTION 1607.8.1 FOR
 HANDRAILS AND GUARDRAILS.
  
 4B) THERE ARE 3 DETAILS OF THE TEMPERED GLASS HANDRAIL.
 NONE OF THESE DETAILS PROVIDE COMPLIANCE WITH THESE
 SECTIONS OF THE 20171FBC-B:
 1014.2 HEIGHT OF THE HANDRAIL
 1014.3 HAND GRASPABILITY
 1014.4 CONTINUITY
 1014.6 HANDRAIL EXTENSIONS.
 1015.3 HEIGHT OF GUARDS.
 1607.8.1 LOADS ON HANDRAILS & GUARDS
 2407.1GLASS IN HANDRAILS AND GUARDS
 2407.1.1. LOADS
 2407.1.2 SUPPORTS.
  
 5) 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 OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2019-05-07 Cont ID  
Sent By jleahy Date 2019-05-07 Time 08:07 Rev Time 0.00
Received By jleahy Date 2019-05-07 Time 08:07 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2018-12-05 Cont ID  
Sent By jleahy Date 2018-12-05 Time 10:53 Rev Time 0.00
Received By jleahy Date 2018-12-05 Time 10:53 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2019-07-05 Cont ID  
Sent By pleduc Date 2019-07-05 Time   Rev Time 0.00
Received By pleduc Date 2019-07-05 Time 15:50 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2019-04-24 Cont ID  
Sent By scaldero Date 2019-04-24 Time 13:11 Rev Time 0.00
Received By scaldero Date 2019-04-24 Time 13:07 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2018-11-01 Cont ID  
Sent By scaldero Date 2018-11-01 Time 10:29 Rev Time 0.00
Received By scaldero Date 2018-11-01 Time 10:13 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2019-07-19 Cont ID  
Sent By shill Date 2019-07-19 Time 06:08 Rev Time 0.00
Received By shill Date 2019-07-02 Time 15:05 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-05-16 Cont ID  
Sent By shill Date 2019-05-16 Time 09:27 Rev Time 0.00
Received By shill Date 2019-04-19 Time 09:36 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-12-28 Cont ID  
Sent By gjohnson Date 2018-12-28 Time 16:00 Rev Time 0.00
Received By gjohnson Date 2018-10-31 Time 13:52 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2018-12-19 Cont ID  
Sent By jwitmer Date 2018-12-19 Time 15:31 Rev Time 0.00
Received By jwitmer Date 2018-12-19 Time 15:31 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2019-05-07 Cont ID  
Sent By ccole Date 2019-05-07 Time 14:04 Rev Time 0.00
Received By ccole Date 2019-05-07 Time 13:56 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2018-12-17 Cont ID  
Sent By ccole Date 2018-12-17 Time 08:51 Rev Time 0.00
Received By ccole Date 2018-12-17 Time 08:51 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2019-05-03 Cont ID  
Sent By gjohnson Date 2019-05-03 Time 12:35 Rev Time 0.00
Received By gjohnson Date 2019-05-03 Time 12:35 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2018-12-28 Cont ID  
Sent By gjohnson Date 2018-12-28 Time 15:57 Rev Time 0.00
Received By gjohnson Date 2018-12-28 Time 15:57 Sent To  
Notes
2018-12-28 15:57:411ST REVIEW:
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 PLUMBING COMMENTS:
  
 1. SHT. AD1.1 THE DEMOLITION PLAN IS SHOWING A HANDICAP
 ACCESSIBLE TOILET STALL IN EACH BATHROOM THE NEW PLAN
 SHOWS TWO STANDARD TOILET STALLS IN THE SAME LOCATION
 THE LEVEL OF ACCESSIBILITY CANNOT BE REDUCED, YOU SHALL
 NOT DEMOLISH 4 ACCESSIBLE STALLS AND REPLACE THEM WITH
 2 UNISEX, SEPARATE ACCESSIBLE FACILITIES ARE REQUIRED.
 PER FBC ACC 202.3.1 AND FBC PL 403.2
  
 2. PLEASE PROVIDE DETAILS WITH THE HEIGHT DIMENSIONS
 AND CLEAR FLOOR SPACE FOR THE ACCESSIBLE BATHROOM
 FIXTURES SHALL COMPLY WITH FBC ACC 604.2, 604.3.1,
 604.4, 604.5.1, 604.5.2, 604.7, 603, 606 AND 609.4
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2019-07-19 Cont ID  
Sent By shill Date 2019-07-19 Time 06:08 Rev Time 0.00
Received By shill Date 2019-07-19 Time 06:08 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2019-05-16 Cont ID  
Sent By shill Date 2019-05-16 Time 09:27 Rev Time 0.00
Received By shill Date 2019-05-16 Time 09:27 Sent To  
Notes
2019-05-16 09:27:22DIGITAL SIGNATURES OK - NEW SHEETS SUBMITTED 2ND CYCLE
 REQUIRE VERIFICATION
  
  
2019-05-07 08:10:56ELECTRIC OK JLEAHY
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2019-01-12 Cont ID  
Sent By shill Date 2019-01-12 Time 13:54 Rev Time 0.00
Received By shill Date 2019-01-12 Time 13:54 Sent To  
Notes
2019-01-12 13:55:29DIGITAL SIGNATURES OK - NEW SHEETS SUBMITTED 2ND CYCLE
 REQUIRE VERIFICATION
  
2018-12-28 16:03:35DIG SIG ON PLUMBING SHT OK 12/28/18 GPJ


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