HomeMy WebLinkAboutM004.0 24" OC SPACING24" OC
SPACING
24" OC
SPACING
Truss Connector Total List
Manuf Product Qty
USP HUS26 13
USP RT7A*100
Hatch Legend
STEP CLG
E1 E2 E3E4
E5 E6
E7 E8
E9E10 47-00-00 7-00-0054-00-0010-03-00 23-01-00 20-08-0054-00-0021-08-00 14-02-00
35-10-00
16-02-08 19-07-08
35-10-00
E11 E12
E13 E14
E15 E16E17
E18E19E20 E21E22 E23E24
B01 (5) HUS26 B04 (8) HUS26B05 A01A03J08 C01C03 J07J06D01 J01J01J04V04V05V01V02V03V07 V06 (5) B02 (2) B02 (4) B02(13) B03 (8) A02
(9) J09
(2) C02
(4) J02 (2) J02(4) J03
(6) J05
8-10-08 11-07-0017-08-00 17-10-0017-09-08
2-10-00 6-00-00 3-03-08IMPORTANT
THIS DRAWINGIS FORFIELD PLACEMENT OF INDIVIDUAL
COMPONENTS ONLY,AND DOES NOT CONSTITUTE AN
ENGINEERED DOCUMENT.
NOTE
PROPER BEARINGANDBEARINGDESIGNINCLUDING
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 TOINDIVIDUAL TRUSS DESIGNS FOR
ADDITIONAL BRACINGREQUIREMENTS. REFERTO 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 MUSTBE
NOTIFIED OF ANY PROBLEMS,AND AFFORDED THE
OPPORTUNITY TO REVIEW,AND MAKE NECESSARY
CORRECTIONS, ORNO BACKCHARGES WILL BE ACCEPTED
ORAPPROVED.
WARNING
WARNINGS, AND INSTRUCTIONS FORERECTION
OF COMPONENTS ARE INCLUDED IN THE DELIVERY PACKAGE.
KEEP THIS INFORMATION ONTHEJOB SITE. THESE
DOCUMENTS WILLALSOBENEEDEDFORJOB 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#: 23748-23748A
PO#:
Date: 3/8/2021
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.
2115.63 SF
244.38 LF
124.72 LF
0 LF
43.99 LF
93.17 LF
ROOF DATA
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.TG15814276 WILLBUR RDCARMEL,INROOF TRUSS PLACEMENTPLAN23748-23748A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916
03/26/21