HomeMy WebLinkAboutM004.0Truss Connector Total List
ManufProduct Qty
USP HUS2621
USP RT7A*100
Hatch Legend
2' STEP CLG
23-05-00 10-03-00 15-00-00 11-04-00
60-00-00
8-00-00 21-08-00 30-04-00
60-00-00
2-10-00 12-08-00 20-04-00
35-10-00
10-04-00 17-08-00 7-10-00
35-10-00
A01
(12) HUS26
(9) HUS26
A04
B01
B03
D01
D03
F01
F02
E01
E02
J01
J01
J06
J03
C01
V01
V02
V03
V04
V05
V06
V01
V02
V03
V04
2 PLY
2 PLY
(3) A02 (9) A03
(5) B02
(2) D02
(6) J02
(5) J05
(8) J04
(3) C02
14-04-08
4-09-00
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.
84COMPONENTS 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 84COMPONENTS. PROPER INSTALLATION,AND
HANDLINGOF COMPONENTS IS THE RESPONSIBILITY OF THE
ERECTINGCONTRACTOR.84COMPONENTS 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#: 24245
PO#:
Date: 4/15/2021
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.
2283.31 SF
118.33 LF
227LF
0 LF
73.74LF
83.38 LF
ROOF DATA
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.
TG168
14279 LARSON DR
CARMEL ,IN
ROOF TRUSS PLACEMENTPLAN
24245
1850 N Graham Road
Franklin, Indiana 46131
Office:(317) 346-4274
Fax: (317) 346-0916
05/05/21