HomeMy WebLinkAboutM004.024" OC
SPACING
24" OC SPACING24" OC
SPACING
24" OC SPACINGTruss Connector Total List
Manuf Product Qty
USP HJC26 1
USP HUS26 19
USP JUS24 3
USP RT7A* 100
(2)SBP4(2)SBP413-2-035-2-011-4-059-8-06-0-020-8-033-0-059-8-05-5-0 10-7-0 19-10-0
35-10-0
10-4-0 17-8-0 7-10-0
35-10-0
LAY2
LAY2A01A03A05(8) HUS26
(11) HUS26 A07LAY1
H01
CJ01J01J02J01
J02
J06C01 (2) JUS24B01
B03M01 M04H02
MJ06
MJ07
CJ03H03CJ02C
J0
2
MJ01
MJ02
MJ03
MJ04
MJ01
MJ02
MJ03
MJ04
V14V15V01
V02
V03
V04
V05
V06
V07
V08
V09
V10
V11
V12
V13 HJC26JUS243 PLY
(2) A02 (2) A04
(7) A06
(3) J04
(2) C02(3) C03(2) MJ05(2) J03
(2) J03(2) B02(5) M02
(8) M03
(2) J08(2) J07 5-11-86-0-0
IMPORTANT
THIS DRAWINGIS FORFIELD PLACEMENT OF INDIVIDUAL
COMPONENTS ONLY, AND DOES NOT CONSTITUTE AN
ENGINEERED DOCUMENT.
NOTE
PROPER BEARINGANDBEARINGDESIGNINCLUDING
ANCHORAGE, ISTHERESPONSIBILITY OF THE BUILDING
DESIGNER, ARCHITECT AND / OR BUILDINGENGINEER. REFER
TO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUM
REQUIRED BEARINGSIZE, UPLIFT, AND ADDITIONAL LOADS.
84 COMPONENTS DOES NOT ASSUME RESPONSIBILITYIN
THESE AREAS OF CONCERN.
BRACING
ERECTION, TEMPORARY, AND PERMANENT BRACINGIS THE
RESPONSIBILITY OFTHE CONTRACTOR AND/ OR BUILDING
DESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNSFOR
ADDITIONAL BRACINGREQUIREMENTS. REFER TO BCSI-B1
SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTS
ASSOCIATION COMMENTARY, AND RECOMMENDATIONS FOR
HANDLING, INSTALLING&BRACINGMETALPLATE CONNECTED
WOOD TRUSSES. www.sbcindustry.com
INSTALLATION
DO NOT CUT, DRILL, OR ALTER TRUSSES. ANYQUESTIONS
CALL 84 COMPONENTS. PROPER INSTALLATION, AND
HANDLINGOF COMPONENTS IS THE RESPONSIBILITY OFTHE
ERECTINGCONTRACTOR. 84 COMPONENTS MUST BE
NOTIFIED OF ANY PROBLEMS, AND AFFORDED THE
OPPORTUNITY TO REVIEW, ANDMAKE NECESSARY
CORRECTIONS, OR NO BACKCHARGES WILL BE ACCEPTED
ORAPPROVED.
WARNING
WARNINGS, AND INSTRUCTIONS FOR ERECTION
OFCOMPONENTS ARE INCLUDEDINTHEDELIVERY PACKAGE.
KEEP THIS INFORMATIONON THEJOB SITE. THESE
DOCUMENTS WILL ALSO BE NEEDED FORJOB SITE
INSPECTION. MISUSE AND IMPROPER INSTALLATION OF
COMPONENTS MAYRESULT 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.
2339.22 SF
179.5 LF
151.22 LF
69.63 LF
90 LF
73.75 LF
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.MarinCARMEL, INROOF TRUSS PLACEMENTPLAN2201512-2201512A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916
08/23/22