HomeMy WebLinkAboutM004.0 - Truss Layout 24" OC
24" OC 24" OC 24" OC 24" OC 24" OC
Truss Connector Total List
ManufProductQty
MiTekJUS246
SimpsonLUC26Z1
MiTekJUS268
MiTekTHD26-22
USPRT7A*200
(2) JUS24
THDH26-2THDH26-2(3) JUS24JUS24 LUC26Z
(8) JUS26
LAY2
LAY1
M05M05B01MG01
M02
M01 M03M03A07D04
A04
A03
A02
A01
MG05E01
A06D01D02C04
C01
B02J03
MG02CJ01J05
J03
MG02
CJ
01J05MG03CJ02J06
MG04CJ03J07
V01
V03
V05 V03V06V07V08V02V04(6) M06
(8) M04
(6) A05(2) E03(2) E02(3) D03
(2) C05(5) C03(2) C02(4) J01
(6) EB1(5) J04(4) J02
35-10-0
7-10-017-8-010-4-0
5-7-0
2-3-07-4-03-0-0
60-0-010-0-016-4-030-8-03-0-05-0-05-0-022-2-88-5-835-10-0
2-10-0 12-8-0 12-6-0 7-10-02-3-05-7-0 60-0-03-0-0 4-0-0
1-0-0 21-8-025-4-05-0-03-8-8 14-3-0 3-8-8
2-0-0
10-821-4-02-1-84-5-82-5-8
1-9-8
7-01-8-82-1-811-82-0-03-0-02-3-10
IMPORTANT
THIS DRAWING IS FOR FIELD PLACEMENT OF INDIVIDUAL
COMPONENTS ONLY, AND DOES NOT CONSTITUTE AN
ENGINEERED DOCUMENT.
NOTE
PROPER BEARING AND BEARING DESIGN INCLUDING
ANCHORAGE, IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER, ARCHITECT AND / OR BUILDING ENGINEER. REFER
TO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUM
REQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS.
84 COMPONENTS DOES NOT ASSUME RESPONSIBILITY IN
THESE AREAS OF CONCERN.
BRACING
ERECTION, TEMPORARY, AND PERMANENT BRACING IS THE
RESPONSIBILITY OF THE CONTRACTOR AND / OR BUILDING
DESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNS FOR
ADDITIONAL BRACING REQUIREMENTS. REFER TO BCSI-B1
SUMMARY SHEET. THE STRUCTURAL BUILDING COMPONENTS
ASSOCIATION COMMENTARY, AND RECOMMENDATIONS FOR
HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED
WOOD TRUSSES.www.sbcindustry.com
INSTALLATION
DO NOT CUT, DRILL, OR ALTER TRUSSES. ANY QUESTIONS
CALL 84 COMPONENTS. PROPER INSTALLATION, AND
HANDLING OF COMPONENTS IS THE RESPONSIBILITY OF THE
ERECTING CONTRACTOR. 84 COMPONENTS 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.
Roof Area:
Overhang Length:
Eave Length:
Hip Length:
Valley Length:
Ridge Length:
SHEET NUMBER:
R1.1
Roof Truss
Placement Plan
SCALE: NTS
Job#:
PO#:
Date: 9/30/2022
Drawn By: MB
Designed By: MB
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.
2298.28 SF
225.67 LF
82.47 LF
89.93 LF
41.56 LF
57.22 LF
ROOF DATA
THIS LAYOUT IS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.TG117BerkeleyCarmel, Indiana 46033ROOF TRUSS PLACEMENT PLANA00054A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916