HomeMy WebLinkAboutLEG31-LKLI_TRUSS LAYOUTSTruss Connector Total List
Manuf Product Qty
HUS26 17
JL24 8
JUS24 2
USP JUS26 1
One RT7A87
USP Two RT7A 1
EGE01
BGE02
BT02
BGE01AGE01DGR04M2DGR05DGR01
DGR02
AGE02AT05AT05 DGR03 M1J02J02GR01
J03V1
V3
V5
V7
V9
V11
V13
V4
V6
V8
V10
V12
V14
V16 V15V2PBEPB3PB3PB1PBTwo RT7A
JUS24JUS24
JL24 JUS44JUS44 JUS26BT01(7)CT01(3)AT02(2) AT04(4) AT01(2) AT03(2)
PB2(8) PB2(12)
AT07(5)AT06(3)
J01(5)
HUS26
HUS26
JL24
13' 2" 7' 3" 6' 6" 21' 0"52' 1"47' 11"
14' 0" 17' 11" 16' 0"66' 6"2' 0"2' 0"
2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 11" 2' 0" 2' 0" 25' 6"11' 7" 2' 6"15' 11" 2' 0"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"
IMPORTANT
THIS DRAWING IS FORFIELD PLACEMENT OF INDIVIDUAL
COMPONENTS ONLY, AND DOES NOT CONSTITUTE AN
ENGINEERED DOCUMENT.
NOTE
PROPER BEARING ANDBEARING DESIGN INCLUDING
ANCHORAGE, ISTHERESPONSIBILITY 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 RESPONSIBILITYIN
THESE AREAS OF CONCERN.
BRACING
ERECTION, TEMPORARY, AND PERMANENT BRACING IS THE
RESPONSIBILITY OFTHECONTRACTOR AND / OR BUILDING
DESIGNER. REFER TOINDIVIDUAL TRUSS DESIGNS FOR
ADDITIONAL BRACING REQUIREMENTS. REFERTO BCSI-B1
SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTS
ASSOCIATION COMMENTARY, AND RECOMMENDATIONS FOR
HANDLING, INSTALLING &BRACING METALPLATECONNECTED
WOOD TRUSSES. www.sbcindustry.com
INSTALLATION
DO NOT CUT, DRILL, OR ALTER TRUSSES. ANYQUESTIONS
CALL 84COMPONENTS. PROPER INSTALLATION, AND
HANDLING OF COMPONENTS IS THE RESPONSIBILITY OF THE
ERECTING CONTRACTOR. 84COMPONENTS MUST BE
NOTIFIED OF ANYPROBLEMS, AND AFFORDED THE
OPPORTUNITY TO REVIEW, AND MAKENECESSARY
CORRECTIONS, ORNO BACKCHARGES WILL BE ACCEPTED
ORAPPROVED.
WARNING
WARNINGS, AND INSTRUCTIONS FORERECTION
OFCOMPONENTS ARE INCLUDEDIN THE DELIVERY PACKAGE.
KEEP THIS INFORMATION ON THEJOB SITE. THESE
DOCUMENTSWILLALSO BENEEDEDFORJOB SITE
INSPECTION. MISUSE AND IMPROPER INSTALLATION OF
COMPONENTS MAYRESULT IN FAILURE, BODILY INJURY, LOSS
OFPROPERTY, AND / ORLIFE.
RoofArea:
Overhang Length:
Eave Length:
HipLength:
ValleyLength:
Ridge Length:
SHEETNUMBER:
R1.1
RoofTruss
Placement Plan
SCALE: NTS
Job#: 1901366
PO#:
Date: 5/18/2019
Drawn By:
Designed By:
Checked By:
ROOF LOADS:
TCLL: 25.000 lb/ft²
TCDL: 10.000 lb/ft²
BCLL: 0.000 lb/ft²
BCDL:10.000 lb/ft²
Building Code: IBC2015
Wind Speed: 115.0 mph
On-Center Spacing: 24" U.N.O.
3594.28 SF
92.37 LF
186.15 LF
0 LF
91.21 LF
0 LF
ROOF DATA
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.LakelandLakeland16303 Brigham LaneCarmel, INROOF TRUSS PLACEMENTPLAN19013661850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916
PLANDATE_05/13/19_SHEET NO-1
05/18/20
Adam Schriner