HomeMy WebLinkAboutALB22 Roof Truss Placement22 HUS26 HANGERS:
C01GE
C01
C01
E01GE
E01B01GEB01B01B01B01B01 B02B02B02B02B02B02B02B01B01B01B03B03B03B03B03D01GE
D01
D01
D02
A01GEA01A01A01A01A01A01A01A01A01A01G01GE
G02
G02
G02
G02
G01
V1V2V3V4V5V1V6
V7
V8
V9
V10
V11
V12
V13
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V16
V17
CP1CP1CP1CP1CP1CP1CP1CP1CP1CP1CP16-00-00 5-00-00 33-08-08 6-00-0050-08-089-00-00 35-08-08 6-00-0050-08-0814-03-08 10-04-08 14-02-08 21-00-08
59-11-00
11-07-08 19-06-00 28-09-08
59-11-00
6-00-0012-00-00IMPORTANT
THIS DRAWING IS FOR FIELD PLACEMENT OF INDIVIDUAL
COMPONENTS ONLY,AND DOES NOT CONSTITUTE AN
ENGINEERED DOCUMENT.
NOTE
PROPER BEARING AND BEARING DESIGN INCLUDING
ANCHORAGE,IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER, ARCHITECT AND /OR BUILDING ENGINEER. REFER
TO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUM
REQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS.
84COMPONENTS DOES NOT ASSUME RESPONSIBILITY IN
THESE AREAS OF CONCERN.
BRACING
ERECTION,TEMPORARY,AND PERMANENT BRACING IS THE
RESPONSIBILITY OF THE CONTRACTOR AND /OR BUILDING
DESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNS FOR
ADDITIONAL BRACING REQUIREMENTS. REFER TO BCSI-B1
SUMMARY SHEET. THE STRUCTURAL BUILDING COMPONENTS
ASSOCIATION COMMENTARY,AND RECOMMENDATIONS FOR
HANDLING, INSTALLING &BRACING METAL PLATE CONNECTED
WOOD TRUSSES. www.sbcindustry.com
INSTALLATION
DO NOT CUT,DRILL,OR ALTER TRUSSES. ANY QUESTIONS
CALL 84 COMPONENTS. PROPER INSTALLATION, AND
HANDLING OF COMPONENTS IS THE RESPONSIBILITY OF THE
ERECTING CONTRACTOR. 84 COMPONENTS MUST BE
NOTIFIED OF ANY PROBLEMS,AND AFFORDED THE
OPPORTUNITY TO REVIEW,AND MAKE NECESSARY
CORRECTIONS, OR NO BACK CHARGES WILL BE ACCEPTED
OR APPROVED.
WARNING
WARNINGS, AND INSTRUCTIONS FOR ERECTION
OF COMPONENTS ARE INCLUDED IN THE DELIVERY PACKAGE.
KEEP THIS INFORMATION ON THE JOB SITE. THESE
DOCUMENTS WILL ALSO BE NEEDED FOR JOB SITE
INSPECTION. MISUSE AND IMPROPER INSTALLATION OF
COMPONENTS MAY RESULT IN FAILURE,BODILY INJURY,LOSS
OF PROPERTY,AND /OR LIFE.
RoofArea:
Overhang Length:
Eave Length:
HipLength:
ValleyLength:
Ridge Length:
SHEETNUMBER:
R1.1
RoofTruss
Placement Plan
SCALE: NTS
Job#:
PO#:
Date: 2/6/2020
Drawn By: KLD
Designed By: KLD
Checked By:
ROOF LOADS:
TCLL: 20.0 lb/ft²
TCDL: 10.0 lb/ft²
BCLL: 0.0 lb/ft²
BCDL:10.0 lb/ft²
Building Code: IRC 2009
Wind Speed: 90 mph
On-Center Spacing: 24" U.N.O.
3226 SF
80.58 LF
242.07 LF
0 LF
123.32 LF
116.42 LF
ROOF DATA
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDING CONSTRUCTION.LANGDON 'B' BASE, ,ROOF TRUSS PLACEMENTPLANOffice:Fax:09/04/20