Plan Review Notes
Plan Review Notes For Permit 14080744
Permit Number 14080744
Review Stop B
Sequence Number 1
Notes
Date Text
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.
  
  
  
  


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