HomeMy WebLinkAboutM004.0 - TRUSS LAYOUT 24" OC SPACING24" OC
SPACING
24" OC
SPACING
5-0-021-8-017-4-010-0-054-0-054-0-020-0-0 15-10-0
35-10-0
8-0-0 15-2-0 12-8-0
35-10-0
6-0-0E01
C01
C02
A01
A04
D02
D01
B01J08J05J04J01(10) A02(7) A02(3) A03(3) B02
(7) J07
(6) J06
(2) J03 (5) J02
1-4-0
2-0-0
1-8-0
IMPORTANT
THIS DRAWING IS FORFIELD PLACEMENT OF INDIVIDUAL
COMPONENTS ONLY, AND DOES NOT CONSTITUTE AN
ENGINEERED DOCUMENT.
NOTE
PROPER BEARING ANDBEARING DESIGNINCLUDING
ANCHORAGE, IS THERESPONSIBILITY OF THE BUILDING
DESIGNER, ARCHITECT AND /OR BUILDINGENGINEER. REFER
TO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUM
REQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS.
84 COMPONENTS DOES NOT ASSUME RESPONSIBILITYIN
THESE AREAS OF CONCERN.
BRACING
ERECTION, TEMPORARY, AND PERMANENT BRACING IS THE
RESPONSIBILITY OFTHE CONTRACTOR AND / OR BUILDING
DESIGNER. REFER TOINDIVIDUAL TRUSS DESIGNS FOR
ADDITIONAL BRACING REQUIREMENTS. REFER TO 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 84 COMPONENTS. PROPER INSTALLATION, AND
HANDLING OF COMPONENTS IS THE RESPONSIBILITY OF THE
ERECTING CONTRACTOR. 84 COMPONENTS MUSTBE
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 ONTHEJOB SITE. THESE
DOCUMENTS WILLALSO 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#:
2200136-2200136A
PO#:
Date: 1/24/2022
Drawn By: MM
Designed By: MM
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 2012
Wind Speed: 115 mph
On-Center Spacing: 24" U.N.O.
2353.78 SF
170.92 LF
161.7 LF
0 LF
0 LF
64.17 LF
ROOF DATA
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDING CONSTRUCTION.TG131SohoPickett PlaceCarmel, IndianaROOF TRUSS PLACEMENTPLAN2200136-2200136A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916
05/05/22