HomeMy WebLinkAboutM004.0(6) UndesignedM01M03 EJ04
EJ03M08
C
J
01 UndesignedUndesigned (6) M02
(4) M04 (5) M05 (3) M06 (3) M07(9) M09 A01MG01
C
J
02 EJ01B06
B04
C01 A03B01V01V02V03 (8) A02
(3) EJ02(12) B02 (4) B05(4) B0335-10-0
13-11-8 21-10-8
4-0-8 12-9-0 5-1-011-011-011-060-0-019-10-010-0
23-1-06-0-0 10-3-03-1-013-8-03-1-011-0
11-0
11-0
11-0
11-0
35-10-0
14-2-021-8-0
3-8-09-4-0 5-9-8 2-10-8 2-7-811-0 11-011-011-0 11-0 60-0-06-0-0 44-0-01-6-0
8-6-010-0-039-1-84-10-8 11-0
11-0
11-0
11-0
IMPORTANT
THISDRAWINGISFORFIELD PLACEMENT OF INDIVIDUAL
COMPONENTSONLY, AND DOESNOT CONSTITUTE AN
ENGINEERED DOCUMENT.
NOTE
PROPER BEARINGANDBEARINGDESIGNINCLUDING
ANCHORAGE, ISTHERESPONSIBILITY OF THE BUILDING
DESIGNER, ARCHITECT AND / OR BUILDINGENGINEER. REFER
TO INDIVIDUAL TRUSSDESIGNSFOR REACTIONS, MINIMUM
REQUIRED BEARINGSIZE, UPLIFT, AND ADDITIONAL LOADS.
84 COMPONENTSDOESNOT ASSUME RESPONSIBILITYIN
THESE AREASOF CONCERN.
BRACING
ERECTION, TEMPORARY, AND PERMANENT BRACINGISTHE
RESPONSIBILITY OFTHE CONTRACTOR AND/ OR BUILDING
DESIGNER. REFER TO INDIVIDUAL TRUSSDESIGNSFOR
ADDITIONAL BRACINGREQUIREMENTS. REFER TO BCSI-B1
SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTS
ASSOCIATION COMMENTARY, AND RECOMMENDATIONSFOR
HANDLING, INSTALLING&BRACINGMETALPLATE CONNECTED
WOOD TRUSSES. www.sbcindustry.com
INSTALLATION
DO NOT CUT, DRILL, OR ALTER TRUSSES. ANYQUESTIONS
CALL 84COMPONENTS. PROPER INSTALLATION, AND
HANDLINGOF COMPONENTSISTHE RESPONSIBILITY OFTHE
ERECTINGCONTRACTOR. 84COMPONENTSMUST BE
NOTIFIED OF ANY PROBLEMS, AND AFFORDED THE
OPPORTUNITY TO REVIEW, AND MAKE NECESSARY
CORRECTIONS, OR NO BACKCHARGESWILL BE ACCEPTED
ORAPPROVED.
WARNING
WARNINGS, AND INSTRUCTIONSFOR ERECTION
OFCOMPONENTSARE INCLUDEDIN THEDELIVERY PACKAGE.
KEEP THISINFORMATION ON THEJOB SITE. THESE
DOCUMENTSWILL ALSO BE NEEDED FORJOB SITE
INSPECTION. MISUSE AND IMPROPER INSTALLATION OF
COMPONENTSMAYRESULT IN FAILURE, BODILY INJURY, LOSS
OF PROPERTY, AND / ORLIFE.
RoofArea:
Overhang Length:
Eave Length:
HipLength:
ValleyLength:
Ridge Length:
SHEETNUMBER:
SCALE: NTS
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.
2037.46 SF
239.72 LF
117.13 LF
14.57 LF
15.71 LF
72.79 LF
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.6987 Pickett PlaceCarmel, Indiana 46033ROOF TRUSS PLACEMENTPLAN26073-26073A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916
10/06/21