Plan Review Details - Permit 15080551
Plan Review Stops For Permit 15080551
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-01-13 Cont ID  
Sent By jwitmer Date 2016-01-13 Time 14:54 Rev Time 0.00
Received By jwitmer Date 2016-01-13 Time 14:54 Sent To  
Notes
2016-01-13 14:53:47BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15080551
 ADD: 600 OKEECHOBEE BLVD.
 CONT: COASTAL CONSTRUCTION
 TEL: (561)659-5819
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 2ND REVIEW
 DATE: WED. JAN. 13/ 2016
 ACTION: DENIED
  
 NOTICE!!!!!!!!!!!!! CHAPTER 553.80(2)(B) FLORIDA
 STATUTES STATES THAT A LOCAL GOVERNMENT SHALL IMPOSE A
 FEE OF FOUR TIMES THE FEE FOR PLAN REVIEW, IF PLANS ARE
 REJECTED (3) OR MORE TIMES FOR REPEATED FAILURE TO
 CORRECT A CODE VIOLATION.
  
 THE DESIGN PROFESSIONAL FOR THE PROJECT IS TO RESPOND
 TO ALL COMMENTS THAT ARE UNDER THEIR DESIGN, NOT THE
 CONTRACTOR. THE CONTRACTOR PROVIDED THE RESPONSE SHEET
 INDICATING ALL OF THE WIND DESIGN CRITERIA (SHEET
 S).00) IS ON THE MASTER PERMIT AND SUBMITTED PRINTED
 COPIES OF PLANS DIGITAL PLANS THAT WERE STAMPED WITH A
 CITY REVISION STAMP.
  
 THIS IS A STAND ALONE PERMIT AND ALL THE REQUIRED
 DESIGN CRITERIA NEEDS TO BE PART OF THIS PERMIT. IT IS
 NOT A REVISION THAT WOULD HAVE HAD THE DESIGN CRITERIA
 INCLUDED IN THE ORIGINAL REVIEWED DOCUMENTS.
  
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
 DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.
 FL ADMIN CODE 61G16.003 ARCHITECTS
 FL ADMIN CODE 61G15-23.002 ENGINEERS
  
 1) 2ND REQUEST. DWG N. -16
 1A) THERE IS NO WIND DESIGN FOR THIS 10 FT. HIGH CMU
 SCREEN WALL.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCERESISTING SYSTEM OF THE
 STRUCTURE:
 1.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 1.2. RISK CATEGORY.
  
 1.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 1.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 1.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF
 (KN/M2).
  
 2) 2ND REQUEST. DWG NO.: SSK -16.RESPONSE INDICATES THE
 DESIGN DETAILS ARE PROVIDED. NOT A REVISION BUT A STAND
 ALONE PERMIT. THE VERTICAL REBARS IS ASSUMED TO BE #5 ,
 NOT CLEAR, THERE IS 6 HORIZONTAL BARS RUNNING PARELLEL
 IN THE BOTTOM OF THE FOOTER WITH VERTICAL UPTURNED LAP
 BARS. THE PLANS DO NOT PROVIDE THE BAR SIZE OF THE LAP
 BARS THAT EXTEND FROM THE FOOTER, NOR THE VERTICAL
 RE-INFORING BARS, NOR DOES THE PLAN PROVIDE AT WHAT
 SPACING THESE BARS ARE CENTER TO CENTER. ONLY MATCH VT
 REIN IN SIZE & SPACING?
 PLEASE NOTE THE FOLLOWING DESIGN CRITERIA, 2014 FBC-B:
 1807.2.3 SAFETY FACTOR. RETAINING WALLS SHALL BE
 DESIGNED TO RESIST THE LATERAL ACTION OF SOIL TO
 PRODUCE SLIDING AND OVERTURNING WITH A MINIMUM SAFETY
 FACTOR OF 1.5 IN EACH CASE. THE LOAD COMBINATIONS OF
 SECTION 1605 SHALL NOT APPLY TO THIS REQUIREMENT.
 INSTEAD, DESIGN SHALL BE BASED ON 0.7 TIMES NOMINAL
 EARTHQUAKE LOADS, 1.0 TIMES OTHER NOMINAL LOADS, AND
 INVESTIGATION WITH ONE OR MORE OF THE VARIABLE LOADS
 SET TO ZERO. THE SAFETY FACTOR AGAINST LATERAL SLIDING
 SHALL BE TAKEN AS THE AVAILABLE SOIL RESISTANCE AT THE
 BASE OF THE RETAINING WALL FOUNDATION DIVIDED BY THE
 NET LATERAL FORCE APPLIED TO THE RETAINING WALL.
 EXCEPTION: WHERE EARTHQUAKE LOADS ARE INCLUDED, THE
 MINIMUM SAFETY FACTOR FOR RETAINING WALL SLIDING AND
 OVERTURNING SHALL BE 1.1.
  
 1807.2.4 REINFORCED MASONRY RETAINING WALLS. VERTICAL
 REINFORCEMENT FOR MASONRY RETAINING WALLS SHALL COMPLY
 WITH TABLE 1807.2.4 OR SHALL BE DESIGNED IN ACCORDANCE
 WITH TMS 402/ACI 530/ASCE 5. MASONRY SHALL BE FULLY
 GROUTED WITH A MINIMUM F"M OF 1,500 PSI (10 343 KPA).
 MORTAR FOR MASONRY SHALL BE TYPE M OR S AND LAID IN
 RUNNING BOND. THE SPECIFIED LOCATION OF THE
 REINFORCEMENT SHALL EQUAL OR EXCEED THE EFFECTIVE DEPTH
 DISTANCE, D, NOTED IN TABLE 1807.2.4 AND SHALL BE
 MEASURED FROM THE EXPOSED SIDE OF THE WALL TO THE
 CENTER OF THE VERTICAL REINFORCEMENT. FOOTINGS FOR
 REINFORCED MASONRY RETAINING WALLS SHALL BE DESIGNED IN
 ACCORDANCE WITH ACI 318.
  
 3) COMPLIED. NEW DRAWING DO NOT SHOW WATERPROOFING.
  
 4) SHEET LS101_LD INDICATES THIS IS A LEVEL III SITE
 PLAN REVIEW LOADING DOCK REVISION. LANDSCAPE PLANS ARE
 COPIES NOT SIGNED NOR SEALED BY ANY DESIGN
 PROFESSIONAL. PLANS, SPECIFICATIONS, REPORTS OR OTHER
 DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND BEING
 FILED FOR PUBLIC RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED TO THE
 DOCUMENT. FL ADMIN CODE 61G16.003 ARCHITECTS
  
 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.
  
 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 2015-09-09 Cont ID  
Sent By jwitmer Date 2015-09-09 Time 07:57 Rev Time  
Received By jwitmer Date 2015-09-09 Time 07:30 Sent To  
Notes
2015-09-09 07:57:51BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15080551
 ADD: 600 OKEECHOBEE BLVD.
 CONT: COASTAL CONSTRUCTION
 TEL: (561)659-5819
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 1ST REVIEW
 DATE: WED. SEPT. 09/2015
 ACTION: DENIED
  
 1) SHEET LS 503_LD
 1A) THERE IS NO WIND DESIGN FOR THIS 10 FT. HIGH CMU
 SCREEN WALL.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCERESISTING SYSTEM OF THE
 STRUCTURE:
 1.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 1.2. RISK CATEGORY.
  
 1.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 1.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 1.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF
 (KN/M2).
  
 2) SHEET LS 503_LD NOTE # 1 INDICATES WALL & FOOTING
 WALL DESIGN ENGINEERED BY OTHERS, NO STRUCTURAL SHEETS
 WERE SUBMITTED UNDER THIS
 REVIEW. PLEASE NOTE THE FOLLOWING DESIGN CRITERIA, 2014
 FBC-B:
  
 1807.2.3 SAFETY FACTOR. RETAINING WALLS SHALL BE
 DESIGNED TO RESIST THE LATERAL ACTION OF SOIL TO
 PRODUCE SLIDING AND OVERTURNING WITH A MINIMUM SAFETY
 FACTOR OF 1.5 IN EACH CASE. THE LOAD COMBINATIONS OF
 SECTION 1605 SHALL NOT APPLY TO THIS REQUIREMENT.
 INSTEAD, DESIGN SHALL BE BASED ON 0.7 TIMES NOMINAL
 EARTHQUAKE LOADS, 1.0 TIMES OTHER NOMINAL LOADS, AND
 INVESTIGATION WITH ONE OR MORE OF THE VARIABLE LOADS
 SET TO ZERO. THE SAFETY FACTOR AGAINST LATERAL SLIDING
 SHALL BE TAKEN AS THE AVAILABLE SOIL RESISTANCE AT THE
 BASE OF THE RETAINING WALL FOUNDATION DIVIDED BY THE
 NET LATERAL FORCE APPLIED TO THE RETAINING WALL.
 EXCEPTION: WHERE EARTHQUAKE LOADS ARE INCLUDED, THE
 MINIMUM SAFETY FACTOR FOR RETAINING WALL SLIDING AND
 OVERTURNING SHALL BE 1.1.
  
 1807.2.4 REINFORCED MASONRY RETAINING WALLS. VERTICAL
 REINFORCEMENT FOR MASONRY RETAINING WALLS SHALL COMPLY
 WITH TABLE 1807.2.4 OR SHALL BE DESIGNED IN ACCORDANCE
 WITH TMS 402/ACI 530/ASCE 5. MASONRY SHALL BE FULLY
 GROUTED WITH A MINIMUM F"M OF 1,500 PSI (10 343 KPA).
 MORTAR FOR MASONRY SHALL BE TYPE M OR S AND LAID IN
 RUNNING BOND. THE SPECIFIED LOCATION OF THE
 REINFORCEMENT SHALL EQUAL OR EXCEED THE EFFECTIVE DEPTH
 DISTANCE, D, NOTED IN TABLE 1807.2.4 AND SHALL BE
 MEASURED FROM THE EXPOSED SIDE OF THE WALL TO THE
 CENTER OF THE VERTICAL REINFORCEMENT. FOOTINGS FOR
 REINFORCED MASONRY RETAINING WALLS SHALL BE DESIGNED IN
 ACCORDANCE WITH ACI 318.
  
 3) SHEET LS 503_LD NOTE # 2 INDICATES THE USE OF COLD
 APPLIED WATERPROOFING MEMBRANE TO WALL BELOW GRADE.
 2014 FBC-B 1805.3.2 WALLS.
  
 4) 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 I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-01-13 Cont ID  
Sent By jwitmer Date 2016-01-13 Time 14:53 Rev Time 0.00
Received By jwitmer Date 2015-12-04 Time 10:23 Sent To Z
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-09-09 Cont ID  
Sent By jwitmer Date 2015-09-09 Time 07:58 Rev Time 0.00
Received By jwitmer Date 2015-08-14 Time 15:12 Sent To  
Notes
2015-08-14 15:12:59ZONING INBOX
Review Stop Z ZONING
Rev No 2 Status F Date 2015-12-31 Cont ID  
Sent By jwitmer Date 2016-01-13 Time 14:53 Rev Time 0.50
Received By eschneid Date 2015-12-31 Time 16:13 Sent To B
Notes
2015-12-31 16:23:47FAILED
  
 1) THE MOST RECENT VERSION OF SHEET LS101, REVISED
 NOVEMBER 5, 2015 THAT WAS SUBMITTED WITH THE MINOR
 AMENDMENT, WAS NOT NOT SUBMITTED WITH THIS APPLICATION.
  
 2) SHEET LS503, INCLUDED WITH THIS APPLICATION SHOWS A
 SIX (6) FOOT HIGH WALL THAT DOES NOT MATCH THE ENGINEER
 STAMPED DRAWING AT TEN FEET IN HEIGHT. SHEET LS503
 SHALL BE REVISED TO SHOW THE PROPOSED WALL AND
 SURROUNDING CONDITIONS.
  
 3) THE SIDEWALK SOUTH OF THE WALL SHALL BE ILLUMINATED
 FOR SAFETY. THIS MAY REQUIRE MOUNTING LIGHTING TO THE
 WALL.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2015-08-27 Cont ID  
Sent By eschneid Date 2015-08-27 Time 14:16 Rev Time 0.50
Received By eschneid Date 2015-08-27 Time 14:16 Sent To B
Notes
2015-08-27 14:23:34FAILED
  
 1) THE WALL LOCATION IS NOT SHOWN ON AN APPROVED MINOR
 PLANNED DEVELOPMENT AMENDMENT.
  
 2) THE WALL MAY ONLY BE FOUR (4) FEET TALL AT THE ENTRY
 TO THE CONVENTION CENTER. PLEASE NOTE - THE PERMIT
 CALLS OUT A 10 FOOT HIGH WALL, YET THE PLANS SHOW A SIX
 (6) FOOT HIGH WALL.
  
 3) THERE IS NOT SUFFICIENT DEPTH (1.5 FEET) TO PLANT A
 HEDGE ON THE CONVENTION CENTER SIDE OF THE WALL
 ADJACENT TO THE SIDEWALK TO PROVIDE THE REQUIRED
 PERIMETER BUFFER HEDGE.
  
 4) PLEASE CONSIDER A HEDGE AT THIS LOCATION USING ONE
 OF THE FOLLOWING TO PROVIDE A TALL AND NARROW BUFFER:
  
 BRUSH CHERRY -SYZYGIUM PANICULATUM
 JAMAICAN CAPER
 PODOCARPUS
 SIMPSON STOPPER
 SPANISH STOPPER -EUGENIA FOETIDA
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  


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