HomeMy WebLinkAboutM004.0 - TRUSS LAYOUT Start 2' O.C. Spacing Start 2' O.C. Spacing Start 2' O.C. Spacing Start 2' O.C. SpacingStart 2' O.C.
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Truss Connector Total List
Manuf Product Qty
MiTek JUS24 6
MiTek JUS24* 21
MiTek HUS26* 4
MiTek SBP4* 2
MiTek SNP3* 2
MiTek RT7A* 100
LAY1
(10) JUS24D01
D02
(11) JUS24 (4) HUS26
B03A01 A04F01
M08
M06M05M04M03M02CJ01J02J04
J03
V04
V06
V11
V18
V01
V02
V03
V05
V09
V14
V25
V16V20V24PB01PB01SNP3SNP3SBP4
(2) B01(2) B02(11) A02 (4) A03
(5) M01(2) F02(3) J01(15) PB02
(6) JUS24P01P03O01
E01
E04
E05
V10V17(5) P02
(2) E02(2) E02 (2) E02(7) E0361-0-0
20-7-0 19-10-0
9-9-8
3-09-9-8
86-8-070-9-81-4-0
39-10-810-0-819-6-815-10-816-10-85-0-061-0-0
14-6-82-4-0
24-3-0
7-4-8
6-4-8
6-1-8
3-030-4-8
18-4-8
5-0-013-4-8
12-0-0
8-0-83-11-886-8-01-4-0
59-8-820-7-85-0-039-10-89-2-010-8-012-7-08-0-83-8-01-4-0
13-9-8
8-2-022-3-014-3-81-0-01-3-01-10-8
1-6-81-3-05-0
1-4-0
1-11-82-0-0 2-0-0 2-0-02-0-0 2-0-0 2-0-0 2-0-0
1-2-0
1-2-8 1-2-8
2-0-02-0-02-0-01-10-82-0-02-0-01-10-81-0-01-3-0IMPORTANT
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#:
2200319-2200319A
PO#:
Date: 2/24/2022
Drawn By: MM
Designed By: MM
Checked By: DYS
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.
6626.55 SF
308.48 LF
429.36 LF
17.22 LF
244.1 LF
261.16 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.TG66 BGeorgetownCarmel, Indiana 46033ROOF TRUSS PLACEMENT PLAN2200319-2200319A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916PRELIMINARY - NOT FOR CONSTRUCTION