Plan Review Notes
Plan Review Notes For Permit 01110988
Permit Number 01110988
Review Stop R
Sequence Number 4
Notes
Date Text
2002-04-01 00:00:00SUBMITTAL CHECKLIST:
 1-PROVIDE SITE SPECIFIC ENGINEERING
 INFORMATION. USE ATTACHED SAMPLE,WHICH
 NEEDS TO BE SIGNED, SEALED & DATED BY
 THE MANUFACTURER'S ENGINEER AND BY THE
 ARCHITECT OF RECORD AS WELL. (DON'T
 FORGET TO INCLUDE ENGINEER'S AND
 ARCHITECT INFORMATION AS REQUIRED BY
 CHAPTER 471/481 OF FLORIDA STATUTES
 WHEN SUBMITTING DOCUMENTS FOR PUBLIC
 RECORDS.
 **NOTE: STOREFRONT PRODUCT APPROVAL
 SUBMITTED DOESN'T INCLUDE BUTT GLAZING.
 GLASS IS SUPPORTED ON MULLIONS.
 2-PROFESSIONAL OF RECORD TO PROVIDE 2X
 STRUCTURAL BUCK DETAIL FOR ENTRY DOORS
 AND STOREFRONT SYSTEM (SEE PRODUCT
 APPROVALS).
 3-TRUSS DRAWINGS:
 A)ALL TRUSS DRAWINGS TO BE REVIEWED BY
 PROFESSIONAL OF RECORD PRIOR TO SUB-
 MITTAL. USE STANDARD REVIEW STAMP.
 B)TRUSS LAYOUT: REVISE/UPDATE DESIGN
 CRITERIA. ASCE 7-95 FOR 140MPH OR SBC
 1997 FOR 110MPH.
 C)UPDATE GENERAL TRUSS DETAILS & ENG'R
 TO SIGN, SEAL AND THEM AS REQUIRED BY
 CHAPTER 471 OF FLORIDA STATUTES.
 SEE REVIEWED SET FOR COMMENTS AND
 PROVIDE LEGIBLE DRAWINGS.
 D)REVISE ENGINEERED TRUSS DRAWINGS:
 DESIGN CRITERIA TO BE ASCE 7-95 140MPH
 OR SBC 1997 110MPH NOT SFBC.
 (NOTE: MUST BE SPECIFIC WITH EDITION
 OF CODE. EG: SBC 1997 OR ASCE 7-95)
 E)ARCHITECT REVISE /UPDATE TRUSS ANCHOR
 SCHEDULE. CLARIFY WHICH USP CATALOGUE
 WAS USED. I WAS UNABLE TO FIND ETA
 CONNECTORS IN THE USP 2001 CATALOGUE.
 ALSO, WHEN REVIEWING ENGINEERED TRUSS
 CHECK THAT CONNECTORS SPECIFIED WILL
 RESIST THE UPLIFT LOADS CALCULATED AND
 THEY WILL BE APPROPRIATE TO INSTALL
 ACCORDING TO THE TRUSS PROFILE.
 EG: SEE PROFILE OF TRUSS H10 AND
 CONNECTOR SPECIFIED. CONNECTOR WAS
 DESIGNED TO GO AROUND TRUSS TOP CHORD.
 HOW IS THIS ACHIEVED AT THE END SIDE
 OF TRUSS WHERE HEEL IS VERY HIGH?
  
  
 NOTE:
 STAMPED DRAWINGS AND PRODUCT APPROVALS
 ARE THE ONES THAT ARE APPROVED.


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