HomeMy WebLinkAboutM004.0Truss Connector Total List
Manuf Product Qty
MiTek HUS26 7
USP RT7A* 120
C01
A01
E02
E01B01B03 D04M02 M02M03M02V17V12V07V06V05V04V03V02V01V14V18
V15
V11
V08
V16
V13
V10(2) C02(10) A02(6) A03 (9) A04 (2) M01(7) B02
(2) D01 (2) D02 (3) D03
(7) M03
(6) M04
30-4-0
15-8-0 14-8-0
11-0 11-011-0 86-8-01-4-05-0-0 23-6-8 17-9-8 12-0-0 21-6-0 5-6-011-0
11-0
11-0
11-0
11-0
11-0
30-4-0
10-4-0 20-0-0
11-011-011-0IMPORTANT
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.
5874.63 SF
273.55 LF
398.84 LF
2.75 LF
241.67 LF
253.06 LF
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.DURHAMCarmel, Indiana 46033ROOF TRUSS PLACEMENTPLAN25941-25941A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916
10/05/21