Plan Review Notes
Plan Review Notes For Permit 01121251
Permit Number 01121251
Review Stop R
Sequence Number 4
Notes
Date Text
2002-04-10 00:00:00TRUSS DRAWINGS CHECKLIST:
 1-ARCHITECT TO REVIEW ALL TRUSS DRAWINGS
 AFTER CORRECTIONS ARE DONE.
 2-TRUSS LAYOUT: A)ENGINEER TO PROVIDE
 HIS INFORMATION AND SIGN, SEAL AND DATE
 AS REQUIRED BY CHAPTER 471 FL. STATUTES
 WHEN SUBMITTING DWGS FOR PUBLIC RECORDS
 B)REVISE LOADING CRITERIA. SEE THE
 STRUCTURAL DRAWINGS.
 C)FIN. ROOFIS CEMENT TILE NOT SHINGLES
 D)SPECIFY CODE USED.
 3-ENGINEERED TRUSSES:
 A)REVISE LOADING SEE STRUCTURAL DRAWINGS
 B)CLEARLY SPECIFY CODE USED. SBC 1997
 FOR 110MPH OR ASCE 7-95 FOR 140MPH.
 NOT SBCCI 1999.
 C)TRUSS ENGINEER TO PROVIDE DRAWINGS W/
 ORIGINAL SIGNATURE. CHAPTER 471 FL. ST.
 4-ARCHITECT'S ANCHOR SCHEDULE:
 A)THERE IS NOT RT24 ANCHOR ON USP
 CATALOGUE. IS THIS A CUSTOM MADE
 CONNECTOR?. PROVIDE SPECIFICATIONS AND
 ENGINEERED CALCULATIONS.
 B)PROVIDE CONNECTORS TO RESIST UPLIFT
 LOADS CALCULATED ON THE ENGINEERED
 TRUSSES H1A, H1B, H2A, FG4 AND ALL
 OTHERS WHERE UPLIFT LOADS EXCEEDS THE
 CONNECTOR CAPACITY. SEE ENGINEER' DWGS
 D)SPECIFY CONNECTORS FOR TRUSSES HG3A
 AND FG4. SEE ENGINEERED TRUSSES.


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