HomeMy WebLinkAboutM004.0Truss Connector Total List
Manuf Product Qty
USP JUS24 19
USP THD26-2 3
USP RT7A* 140C03C01A01(7) JUS24 A03
A02
A02
D01
A05
D03
(5) JUS24
(3) JUS24 B04B05D02B01M01M01 M01MG01 CJ01EJ04 MG01CJ01 EJ04MG02CJ02 EJ05MG02
CJ02EJ05 CJ03V07V04V01V05
V03
V02
V08
V06 THD26-2THD26-2JUS24
JUS24
JUS24
JUS24
THD26-2(6) C02
(5) A02(10) A04 (2) B02 (2) B03
(7) EJ03(5) M04(4) EJ01(4) EJ02(9) M02 (8) M03
35-10-00
19-07-06 16-02-10
5-02-08 13-03-08 17-04-0011-0011-006-00-0053-08-00 36-06-0814-09-00 2-04-08 59-08-0011-00
11-00
11-00
35-10-00
14-02-00 11-01-00 10-07-00
5-02-08 8-11-08 5-03-00 5-10-00 4-00-086-06-08
11-0011-0011-0011-0059-08-002-04-0814-09-00 21-10-08 14-08-00 6-00-003-03-00 8-03-00 3-03-00 3-02-08 8-03-00 3-02-0811-00
11-00
11-00
11-00
11-00
11-00
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#: 26550-26550A
PO#:
Date: 10/28/2021
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.
2034.53 SF
218.21 LF
54.74LF
64.17 LF
48.47 LF
74.96 LF
ROOF DATA
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDING CONSTRUCTION.TG172Chelsea, Indiana 46033ROOF TRUSS PLACEMENTPLAN26550-26550A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916
12/16/21