HomeMy WebLinkAboutM004.0Truss Connector Total List
Manuf Product Qty
USP HUS26 14
USP RT7A*100
Hatch Legend
2' STEP CLG
53-08-00 6-00-00
59-08-00
6-00-00 11-01-08 21-10-08 20-08-00
59-08-00
10-07-00 11-01-00 14-02-00
35-10-00
16-02-08 19-07-08
35-10-00
D01
D02
(7) HUS26
A02
(7) HUS26
A05
B01
B03
J01
J04
C01
C02
C03
A01
J05
V03
V02
V01 V01
V02
V03
(8) A02 (9) A03 (2) A04 (5) A02
(9) B02
(8) J02 (9) J03
(5) J06
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
Placement Plan
SCALE: NTS
Job#: 24299
PO#:
Date: 4/22/2021
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.
2089.72 SF
175.92 LF
116.08 LF
0 LF
52.77 LF
96.62 LF
ROOF DATA
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.
TG92
6971 PICKETT PL
CARMEL,IN
ROOF TRUSS PLACEMENTPLAN
24299
1850 N Graham Road
Franklin, Indiana 46131
Office:(317) 346-4274
Fax: (317) 346-0916
05/03/21