HomeMy WebLinkAboutTruss LocationsTruss Connector Total List
Manuf Product Qty
MiTek JUS24 12
NA N/A 2
MiTek THD26-2 1
USP RT7A* 100
M01M01M04M06(4) M02 (2) M02(4) M03
(6) M05
(8) M07
(5) JUS24C03C01B02
B01
(2) JUS24
B04(7) JUS24A08A07A05A04A02A02A01B06
V04
V03
V02V01THD26-2
(2) C02(17) B03(2) A06 (4) A03(7) B0552-00-083-03-0855-04-001-04-0011-07-0024-07-0017-10-0055-04-008-09-08 8-10-08 5-04-00 12-10-00
35-10-00
13-07-08 22-02-08
35-10-00
11-07-08
2-00-001-04-0036-02-0014-06-08IMPORTANT
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#:
2102383-2102383A
PO#:
Date: 12/7/2021
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.
2107.75 SF
197.42 LF
130.3 LF
0 LF
44.03 LF
92.1 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.TG138Brown6939 Pickett PlaceCarmel, Indiana 46033ROOF TRUSS PLACEMENT PLAN2102383-2102383A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916