Plan Review Details - Permit 14080744
Plan Review Stops For Permit 14080744
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2014-09-25 Cont ID  
Sent By shill Date 2014-09-25 Time 17:10 Rev Time 0.00
Received By shill Date 2014-09-25 Time 17:10 Sent To  
Notes
2014-09-25 17:11:02SUBMITTED UNDER PERMIT 14050863
  
 APPROVED WITH PROVISO UNDER 14050863:
  
 ****PROVISO****
 ****ISSUED AT CONTRACTOR'S RISK****
 ****REVISION REQUIRED PRIOR TO FIRST INSPECTION****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FS 471, SEE THE LETTER WRITTEN BY DOUG KUBOSH AND
 SIGNED AND SEALED BY CHRISTOPHER PLY DATED 9/17/2014.
 DOUG KOBOSH, GENERAL MANAGER OF ALLIANCE COMPOSITES, IS
 NOT LICENSED TO PRACTICE ENGINEERING. THE LETTER SHOULD
 BE WRITTEN BY THE ENGINEER, NOT AN UNLICENSED
 INDIVIDUAL. IF THIS INDIVIDUAL IS LICENSED, IT IS NOT
 CLEAR WHY HE DID NOT SIGN AND SEAL THE LETTER AND
 CALCS.
  
 SEE FLORIDA ADMINISTRATIVE CODE 61G15 23.002, TITLE
 BLOCK REQUIREMENTS. IS THE ENGINEER PRACTICING
 ENGINEERING THROUGH ALLIANCE COMPOSITES INCORPORATED,
 AND THIS NAME AND ADDRESS SERVE AS A TITLE BLOCK? IF HE
 IS, AN ENGINEERING BUSINESS NUMBER IS REQUIRED; REVISE
 TO INCLUDE THE CERTIFICATE OF AUTHORIZATION.
  
 IF THE ENGINEER IS NOT PRACTICING ENGINEERING THROUGH
 ALLIANCE COMPOSITES INCORPORATED AND THIS IS NOT HIS
 TITLE BLOCK, PROVIDE A TITLE BLOCK ON THE REVISED
 LETTER.
  
 LETTER STATES THAT THE DESIGN IS BASED ON TYPE 2 SOIL
 CONDITIONS. IT IS NOT CLEAR WHAT SOILS CLASSIFICATION
 METHOD WRITER IS REFERRING TO. ENGINEER IS TO REVIEW
 SOILS REPORT AND REFER TO SOILS REPORT IN THE LETTER.
  
 THE LETTER STATES THAT CALCULATIONS INDICATE COMPLIANCE
 WITH FBC 2010 AND ASCE 7 10.
  
 CALCULATIONS FOR POLE TYPE B2 STATE THAT CALCS ARE
 BASED ON ASCE 7 10 AND THAT RESULT IS TEST LOAD.
 REGARDING THE CALCULATIONS, IT IS UNCLEAR HOW TEST LOAD
 CORRELATES WITH THE SPEC FOR THE POLE, OR HOW THIS
 SHOWS THAT THE PROPOSED POLE WILL RESIST THE DESIGN
 WIND LOADS. CALCS DO NOT PROVIDE A CONCLUSION.
  
 STRESS CALCS (TENON OR SIDE ARM MOUNT), WIND FORCE ON
 POLE AND WIND FORCE ON LUMINAIRE, DATED 10/27/09 BUT
 SEALED 9/5/2014 ARE IN ACCORDANCE WITH AASHTO 2009. SEE
 DEC STATEMENT, CANNOT USE THIS EXEMPTION FOR LIGHT
 POLES ON PRIVATE PROPERTY (DOT ONLY).
  
 POLE SPECIFICATIONS TYPE B2 DECLARES 180MPH BUT CALCS
 USE 142.3MPH. NEITHER STATE ULTIMATE OR ASD AS REQUIRED
 BY FBC 1603.4.1. HEIGHT ON 2ND PAGE IS SHOWN AS 30FT
 BUT TEST HEIGHT IS 29 FT; POLE TYPE C IS 20FT BUT TEST
 HT = 14FT. CALCS INCLUDE AN IMPORTANCE FACTOR OF .77
 BUT FIRST PAGE STATES IT COMPLIES WITH 180 MPH DESIGN
 CRITERIA. EXPOSURE CLASSIFICATION NOT INCLUDED. SEE FBC
 1603.1.4 REGARDING WIND DESIGN INFORMATION REQUIRED.
  
 POLE TYPE B2 WAS USED AS AN EXAMPLE. THE OTHER THREE
 POLES HAVE SIMILAR ISSUES WITH THE CALCULATIONS. SPECS
 FOR THE LIGHT FIXTURES WERE NOT PROVIDED.
  
 REVISE THE LETTER AND CALCULATIONS AND SUBMIT AS A
 REVISION ALONG WITH THE LIGHT FIXTURE SPECS. THIS IS
 ISSUED AT CONTRACTOR'S RISK.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-08-21 Cont ID  
Sent By shill Date 2014-08-21 Time 15:26 Rev Time 0.00
Received By shill Date 2014-08-21 Time 15:26 Sent To  
Notes
2014-08-21 16:39:47****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. IN THE FUTURE, IF PLANS ARE PROVIDED FOR REFERENCE,
 PLEASE WRITE "FOR REFERENCE ONLY" ON THEM. IN THIS
 CASE, THE PLANS WERE ROUTED TO ZONING AND ELECTRICAL AS
 I THOUGHT THAT THIS WAS A REVISION. THIS RESULTED IN A
 DELAY IN PLAN REVIEW.
  
 2. REGARDING THE WIND LOAD CALCULATIONS PREPARED BY
 CHRISTOPHER G. PLY, PE:
  
 SEE FBC 1609.1.1. WIND LOADS SHALL BE DETERMINED IN
 ACCORDANCE WITH ASCE 7-10. EXCEPTION 7 IS FOR DESIGNS
 USING AASHTO LTS-4 FOR HIGHWAY LUMINARIES (PUBLIC RIGHT
 OF WAY). THIS IS NOT A HIGHWAY LUMINARY; THIS IS
 LOCATED ON PRIVATE PROPERTY. SEE THE DECLARATORY
 STATEMENT DS2013-104 ISSUED BY THE STATE OF FLORIDA:
  
 HTTPS://FLORIDABUILDING.ORG/BC/BC_LST.ASPX
  
 HTTPS://FLORIDABUILDING.ORG/UPLOAD/FBC/CODEID_7095_215C
 _DS2013-104--FINAL_ORDER--MILTON_ENGINEERING_CONSULTANT
 S.PDF
  
 3. TITLE BLOCK INFORMATION REQUIRED BY FAC61G15-23.002
 REQUIRED ON EACH SHEET.
  
 4. THE CALCULATIONS SUBMITTED GIVE THE ASSUMED WEIGHT
 OF THE LUMINAIRE AS 0. PLEASE EXPLAIN AS THE LIGHT
 POLES APPEAR TO HAVE FIXTURES, SEE SHEET LABELED "SITE
 LIGHTING PHOTOMETRIC."
  
 5. PROVIDE CALCULATIONS FOR THE FIXTURES, FBC 1609.
 FOUR DIFFERENT LUMINAIRES ARE SHOWN.
  
 6. SOME PORTIONS OF THE CALCULATIONS ARE NOT ENTIRELY
 CLEAR. FOR INSTANCE, SECOND PAGE, "BENDING MOMENT OF
 LUMINAIARE = 0 FT LBS." ITEM (D), DEFLECTION TEST
 FORCE, INCLUDES A FORMULA BUT NO ACTUAL CALCULATION. IF
 THE FORMULA IS PROVIDED IN A DIFFERENT AREA THAN THE
 ACTUAL CALCULATION, PLEASE LABEL THE CALCS. FOR THE
 VARIOUS CALCUATIONS, THERE IS NO CONCLUSION OR
 INDICATION AS TO WHAT WOULD BE CONSIDERED COMPLIANT. AS
 CALCULATIONS NEED TO BE REDONE IN ACCORDANCE WITH ASCE
 7-10, CALCS HAVE NOT BEEN REVIEWED IN DEPTH. PLEASE
 ENSURE THAT CALCULATIONS SUBMITTED ARE CLEAR AS TO
 PURPOSE AND INTENT.
  
 7. NO INFORMATION REGARDING SOILS BEARING REQUIREMENT
 WAS INCLUDED. PLEASE INCLUDE THIS INFORMATION AS WELL
 AS A COPY OF THE SOILS REPORT. ENGINEER TO ACKNOWLEDGE
 REVIEW OF THE SOILS INVESTIGATION REPORT (SHOP DRAWING
 REVIEW STAMP OR REFER TO REPORT IN CALCULATIONS), FBC
 1803.5.
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-08-21 Cont ID  
Sent By shill Date 2014-08-21 Time 16:39 Rev Time 0.00
Received By shill Date 2014-08-21 Time 15:26 Sent To  
Notes
***NONE***


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