HomeMy WebLinkAboutM004.0Truss Connector Total List
Manuf Product Qty
USP HUS26 21
USP JUS24 4
USP THD26-2 1
THDHQ26-2 1
USP RT7A* 120ME01ME02ME02DE01E01
EE01
GE01
G01
CE01AE01 (3) HUS26 AG01(9) HUS26
(9) HUS26
CG01
EG01(4) JUS24BE01 FE01F01M02M03M04MG01CJ01M01V1A
V1B
V1C
V1D
V1E
V1F V2BV2CV2DV3A V3BV3CV3D V2APB01PB01THD26-2THDHQ26-2 (4) EJ01(8) M05
(6) M06
(3) D01(5) E02(4) C01(3) A01
(9) B01
(9) PB02(4) PB02
35-10-0
28-0-0 7-10-0
2-0-0 26-0-0
60-0-030-4-021-8-0 1-0-0
4-0-0 3-0-0 5-0-025-4-0 13-1-012-3-0 8-4-0
35-10-0
7-10-012-6-0 12-8-0 2-10-0 60-0-026-4-033-8-0 10-0-016-4-0 30-8-0 3-0-0 17-5-1213-2-4 IMPORTANT
THISDRAWINGISFORFIELD PLACEMENT OF INDIVIDUAL
COMPONENTSONLY, AND DOESNOT CONSTITUTE AN
ENGINEERED DOCUMENT.
NOTE
PROPER BEARINGANDBEARINGDESIGN INCLUDING
ANCHORAGE, ISTHERESPONSIBILITY OF THE BUILDING
DESIGNER, ARCHITECT AND /OR BUILDINGENGINEER. REFER
TO INDIVIDUAL TRUSSDESIGNSFOR REACTIONS, MINIMUM
REQUIRED BEARINGSIZE, UPLIFT, AND ADDITIONAL LOADS.
84COMPONENTSDOESNOT ASSUME RESPONSIBILITYIN
THESE AREASOF CONCERN.
BRACING
ERECTION, TEMPORARY, AND PERMANENT BRACINGISTHE
RESPONSIBILITY OFTHE CONTRACTOR AND / OR BUILDING
DESIGNER. REFER TOINDIVIDUAL TRUSSDESIGNSFOR
ADDITIONAL BRACINGREQUIREMENTS. REFERTO BCSI-B1
SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTS
ASSOCIATION COMMENTARY, AND RECOMMENDATIONSFOR
HANDLING, INSTALLING&BRACINGMETALPLATECONNECTED
WOOD TRUSSES. www.sbcindustry.com
INSTALLATION
DO NOT CUT, DRILL, OR ALTER TRUSSES. ANYQUESTIONS
CALL 84COMPONENTS. PROPER INSTALLATION, AND
HANDLINGOF COMPONENTSISTHE RESPONSIBILITY OF THE
ERECTINGCONTRACTOR. 84COMPONENTSMUST BE
NOTIFIED OF ANYPROBLEMS, AND AFFORDED THE
OPPORTUNITY TO REVIEW, AND MAKE NECESSARY
CORRECTIONS, OR NO BACK CHARGESWILL BE ACCEPTED
ORAPPROVED.
WARNING
WARNINGS, AND INSTRUCTIONSFORERECTION
OF COMPONENTSARE INCLUDED IN THE DELIVERY PACKAGE.
KEEP THISINFORMATION ON THE JOB SITE. THESE
DOCUMENTSWILLALSO BENEEDEDFORJOB SITE
INSPECTION. MISUSE AND IMPROPER INSTALLATION OF
COMPONENTSMAYRESULT 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#: 26876-26876A
PO#:
Date: 11/15/2021
Drawn By: MM
Designed By: MM
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.
2262.28 SF
125.88 LF
223.69LF
16.09LF
73.22 LF
80.44LF
R OOF DATA
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDING CONSTRUCTION.TG173Berkeley14257 Larson DrCarmel, Indiana 46033ROOF TRUSS PLACEMENTPLAN26876-26876A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916
12/16/21