HomeMy WebLinkAboutM004.0Truss Connector Total List
Manuf Product Qty
USP HUS26 19
USP RT7A*100
24" OC
SPACING
24" OC
SPACING
24" OC SPACING24" OC
SPACING
Hatch Legend
2' STEP CLG
6-00-00 20-08-00 33-00-0059-08-0013-02-00 35-02-00 11-04-0059-08-0019-10-00 10-07-00 5-05-00
35-10-00
7-10-00 17-08-00 10-04-00
35-10-00
A01(11) HUS26
(8) HUS26
A03A05A07E01
B01
B03
D01
D03
C01J01J04M01V01
V02
V03
V04
V05
V06
V07
V01
V02
V03
V04
V05
V06
(7) A02 (2) A04 (2) A06
(2) E02(3) B02(2) D02(3) C02 (4) J02(8) J05 (5) M02
IMPORTANT
THIS DRAWINGIS FOR FIELD PLACEMENT OF INDIVIDUAL
COMPONENTS ONLY,AND DOES NOT CONSTITUTE AN
ENGINEERED DOCUMENT.
NOTE
PROPER BEARINGAND BEARINGDESIGN 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
HANDLINGOF COMPONENTS IS THE RESPONSIBILITY OF THE
ERECTINGCONTRACTOR. 84 COMPONENTS MUST BE
NOTIFIED OF ANYPROBLEMS, AND AFFORDED THE
OPPORTUNITY TO REVIEW,AND MAKE NECESSARY
CORRECTIONS, ORNO BACKCHARGES WILL BE ACCEPTED
ORAPPROVED.
WARNING
WARNINGS,AND INSTRUCTIONS FOR ERECTION
OF COMPONENTS ARE INCLUDED IN THE DELIVERY PACKAGE.
KEEP THIS INFORMATION ONTHEJOB SITE. THESE
DOCUMENTS WILL ALSO BE NEEDED FOR JOB SITE
INSPECTION. MISUSE AND IMPROPER INSTALLATION OF
COMPONENTS MAY RESULT IN FAILURE,BODILY INJURY,LOSS
OFPROPERTY, AND / ORLIFE.
RoofArea:
Overhang Length:
Eave Length:
HipLength:
ValleyLength:
Ridge Length:
SHEETNUMBER:
R1.1
RoofTruss
Placement Plan
SCALE: NTS
Job#: 23745-23745A
PO#:
Date: 3/10/2021
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.
2316.3 SF
114.18 LF
204.41 LF
0 LF
80.04 LF
89.4 LF
ROOF DATA
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.TG15914280 WILBURCARMEL,INROOF TRUSS PLACEMENTPLAN23745-23745A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916
03/26/21