HomeMy WebLinkAboutM004.024" OC
SPACING
24" OC
SPACING
24" OC
SPACING
24" OC
SPACING
Truss Connector Total List
ManufProduct Qty
USP HJC261
USP HUS264
USP RT7A*100
Hatch Legend
2' STEP CLG
5-00-00 21-08-00 17-04-00 10-00-00
54-00-00
54-00-00
20-00-00 15-10-00
35-10-00
8-00-00 15-02-00 12-08-00
LAY3
LAY3
LAY2
LAY1
HA01
HA02
HA03
HA04
A03
C02
C01
B01
B02
J05 () HUS26
CJ01
J01
J02
J03
J01
J02
J03
M08
M01
MJ01
MJ02
MJ03
MJ01
MJ02
MJ03
J06 J06
HB01
HB02
CJ02
CJ02
M06
M03
D01
V01
V02
HUS26
HJC26
(4) A01 (3) A02 (7) A01
(3) B03
(2) J04
(7) M07
(6) M02
(4) J07
(2) M05
(5) M04
11-04-00
6-04-00
2-00-00
2-00-00
2-00-00
2-00-00
4-00-00
IMPORTANT
THIS DRAWINGIS FOR FIELD PLACEMENT OF INDIVIDUAL
COMPONENTS ONLY,AND DOES NOT CONSTITUTE AN
ENGINEERED DOCUMENT.
NOTE
PROPER BEARINGANDBEARINGDESIGN INCLUDING
ANCHORAGE,IS THE RESPONSIBILITY 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 RESPONSIBILITY IN
THESE AREAS OF CONCERN.
BRACING
ERECTION,TEMPORARY,AND PERMANENT BRACINGIS THE
RESPONSIBILITY OF THE CONTRACTOR AND /OR BUILDING
DESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNS FOR
ADDITIONAL BRACINGREQUIREMENTS. REFER TO BCSI-B1
SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTS
ASSOCIATION COMMENTARY,AND RECOMMENDATIONS FOR
HANDLING,INSTALLING&BRACINGMETALPLATECONNECTED
WOOD TRUSSES. www.sbcindustry.com
INSTALLATION
DO NOT CUT,DRILL,OR ALTER TRUSSES. ANY QUESTIONS
CALL 84 COMPONENTS. PROPER INSTALLATION,AND
HANDLINGOFCOMPONENTS IS THE RESPONSIBILITY OF THE
ERECTINGCONTRACTOR.84 COMPONENTS MUST BE
NOTIFIED OF ANY PROBLEMS,AND AFFORDED THE
OPPORTUNITY TO REVIEW,AND MAKE NECESSARY
CORRECTIONS,OR NO BACK CHARGES WILL BE ACCEPTED
OR APPROVED.
WARNING
WARNINGS,AND INSTRUCTIONS FOR ERECTION
OF COMPONENTS ARE INCLUDED IN THE DELIVERY PACKAGE.
KEEP THIS INFORMATION ON THE JOB SITE. THESE
DOCUMENTS WILL ALSO BE NEEDED FOR JOB SITE
INSPECTION. MISUSE AND IMPROPER INSTALLATION OF
COMPONENTS MAY RESULT IN FAILURE,BODILY INJURY,LOSS
OF PROPERTY,AND /OR LIFE.
RoofArea:
Overhang Length:
Eave Length:
HipLength:
ValleyLength:
Ridge Length:
SHEETNUMBER:
R1.1
RoofTruss
PlacementPlan
SCALE: NTS
Job#: 003031
PO#:
Date: 4/13/2021
Drawn By: DS
Designed By: DS
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.
2314.97SF
209.83 LF
110.89 LF
62.64 LF
14.07LF
46.14 LF
ROOF DATA
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.
TG91
6979 PICKETT PLACE
CARMEL , IN
ROOF TRUSS PLACEMENTPLAN
003031
1850 N Graham Road
Franklin, Indiana 46131
Office:(317) 346-4274
Fax: (317) 346-0916
05/03/21