Plan Review Notes
Plan Review Notes For Permit 15030508
Permit Number 15030508
Review Stop B
Sequence Number 1
Notes
Date Text
2015-03-25 15:27:31PROVISO
 REVISION REQUIRED PRIOR TO FIRST INSPECTION
 ISSUED AT CONTRACTOR'S RISK
  
 1. DOCUMENTS PREPARED BY AN ENGINEER AND SUBMITTED FOR
 PUBLIC RECORD ARE TO BE SIGNED, SEALED, DATED ORIGINALS
 FS471 (CALCS PREPARED BY DENNIS PATRICK, PE). ONE SHEET
 IS A PHOTOCOPY (POLE DRAWING, SEE COMMENT #2). ONE SET
 OF CALCS IS NOT SIGNED AND DATED.
  
 2. THE SHEET LABELED "ALEXANDER LOFTS WEST PALM BEACH,
 FL VEF04.8SPL POLE WITH TENON ASSEMBLY" LACKS A TITLE
 BLOCK FOR THE ENGINEER, SEE FS471 AND
 FAC61G15-23.002(3)(A) AND IS REQUIRED TO BE A SIGNED,
 SEALED, DATED ORIGINAL.
  
 3. THE INDEX SHEET SHOULD, ACCORDING TO
 FAC61G15-23.002(B), INCLUDE "SUFFICIENT INFORMATION ON
 INDEX SHEET SO THAT THE USER WILL BE AWARE OF EACH
 PORTION OF THE SPECIFICATIONS OR CALCULATIONS FOR WHICH
 EACH PROFESSIONAL ENGINEER IS RESPONSIBLE." INDEX SHEET
 HAS "SHEETS 1 -9" AS METHOD OF IDENTIFYING THE SHEETS
 WITH NO DESCRIPTION.
  
 FIRST PAGE IS LABELED "SHEET 1A OF 9." THE NEXT SHEETS
 ARE LABELED "PAGE 1 OF 8," "PAGE 2 OF 8," ETC. THE LAST
 PAGE IS MARKED "SHEET 9/9." IT IS SUGGESTED THAT THE
 PAGES BE MARKED "1 OF 9," "2 OF 9," ETC. THIS CAN BE
 WRITTEN/ADDED ON TO EACH SHEET IN ADDITION TO OTHER
 PAGE NUMBERS WHICH MAY BE ON THE PAGE AS LONG AS
 INTENTION IS CLEAR.
  
 IT IS SUGGESTED THAT THE INDEX SHEET BE REVISED TO
 INCLUDE AN IDENTIFICATION OF THE DOCUMENTS. FOR
 INSTANCE:
  
 SHEET 1/9: AMERON CATALOG #VEF04.8SPL 15', LIGHT POLE
 SPECIFICATION
 SHEETS 2/9 THROUGH 8/9: STRUCTURAL ANALYSIS FOR ROUND
 FLUTED PRESTRESSED CONCRETE ELECTROLIER, DATED
 11/11/2014
  
 ETC.
  
 THE COMMENT REGARDING INDEX SHEET HAS BEEN MADE IN THE
 PAST FOR THIS ENGINEER. ALTHOUGH I HAVE NEVER SPOKEN
 WITH THE ENGINEER, I WAS TOLD THAT HE DIDN'T UNDERSTAND
 THE COMMENT. IF THE COMMENT IS STILL NOT CLEAR, PLEASE
 CALL ME TO DISCUSS. ANOTHER FORMAT CAN BE USED PROVIDED
 THAT THERE IS "SUFFICIENT INFORMATION ON INDEX SHEET SO
 THAT THE USER WILL BE AWARE OF EACH PORTION OF THE
 SPECIFICATIONS OR CALCULATIONS FOR WHICH EACH
 PROFESSIONAL ENGINEER IS RESPONSIBLE."
  
 4. THE STATEMENT THAT "AASHTO 150MPH WIND ZONE
 CORRESPONDS TO 2010 FBC 193 MPH WIND ZONE OF THE FBC
 2010" NEEDS FURTHER CLARIFICATION.
  
 FBC 2010 USES ASCE7-10 WHICH DOES NOT ALLOW A .77
 FACTOR ; THIS REDUCTION (USED IN AASHTO/ASCE7-05) IS
 BUILT INTO THE WIND SPEED MAP. PLEASE REVISE THE
 ULTIMATE (FBC 2010) WIND SPEED TO CORRELATE WITH 150MPH
 WITH .77 REDUCTION. IT APPEARS THAT CALCS COMPLY EVEN
 AFTER THIS IS CORRECTED. IF ENGINEER DISAGREES, PLEASE
 HAVE HIM CALL OR EMAIL TO EXPLAIN.
  
 5. DELEGATED ENGINEERING IS TO BE REVIEWED BY ENGINEER
 OF RECORD, FAC61G15-23.
  
  
  


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