HomeMy WebLinkAboutTruss LayoutTruss Connector Total List
Manuf Product Qty
MiTek HUS26 4
MiTek JUS24 11
MiTek JUS26 10
MiTek JUS24* 6
USP RT7A* 110
USP SBP4* 4 Start 2' O.C. SpacingStart 2' O.C.
Spacing
Start 2' O.C. Spacing Start 2' O.C. Spacing Start 2' O.C. SpacingStart 2' O.C
Spacing
Start 2' O.C
Spacing Start 2' O.C. SpacingLAY1
(4) HUS26 (2) JUS26 (2) JUS24 (6) JUS26
A03
(2) JUS24 (6) JUS24(2) JUS26 C03
B01B03B06C01
D01
M04 EJ03
EJ04
EJ02M03MG01C
J
0
1
V09
V19 V03V07V12V15V04V08V14V15V06
V17
V21
V22
V23
V24
V25
V26
V02V05V11V01V13V16V18JUS24(4) B02 (2) B04 (6) B04(2) B05 (3) C02(4) A02(2) A01(5) M01(3) EJ01(2) M02
(2) D0230-04-08
9-09-08 20-07-00
11-0011-007-06-0011-00
86-08-0061-00-0812-07-0011-08-081-04-007-06-0029-10-0023-08-0811-00
11-00
11-00
11-00
11-00
30-04-08
12-00-0018-04-08
4-06-107-05-06
11-0011-00F01
E01
E03
E04
E06
E07
(6) JUS24G03G01V10V20(2) E02 (2) E03 (2) E03(5) E05(5) G02
IMPORTANTTHIS DRAWING IS FOR FIELD PLACEMENT OF INDIVIDUALCOMPONENTS ONLY, AND DOES NOT CONSTITUTE ANENGINEERED DOCUMENT.NOTEPROPER BEARING AND BEARING DESIGN INCLUDINGANCHORAGE, IS THE RESPONSIBILITY OF THE BUILDINGDESIGNER, ARCHITECT AND / OR BUILDING ENGINEER. REFERTO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUMREQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS.84 COMPONENTS DOES NOT ASSUME RESPONSIBILITY INTHESE AREAS OF CONCERN.BRACINGERECTION, TEMPORARY, AND PERMANENT BRACING IS THERESPONSIBILITY OF THE CONTRACTOR AND / OR BUILDINGDESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNS FORADDITIONAL BRACING REQUIREMENTS. REFER TO BCSI-B1SUMMARY SHEET. THE STRUCTURAL BUILDING COMPONENTSASSOCIATION COMMENTARY, AND RECOMMENDATIONS FORHANDLING, INSTALLING & BRACING METAL PLATE CONNECTEDWOOD TRUSSES.www.sbcindustry.comINSTALLATIONDO NOT CUT, DRILL, OR ALTER TRUSSES. ANY QUESTIONSCALL 84 COMPONENTS. PROPER INSTALLATION, ANDHANDLING OF COMPONENTS IS THE RESPONSIBILITY OF THEERECTING CONTRACTOR. 84 COMPONENTS MUST BENOTIFIED OF ANY PROBLEMS, AND AFFORDED THEOPPORTUNITY TO REVIEW, AND MAKE NECESSARYCORRECTIONS, OR NO BACK CHARGES WILL BE ACCEPTEDOR APPROVED.WARNINGWARNINGS, AND INSTRUCTIONS FOR ERECTIONOF COMPONENTS ARE INCLUDED IN THE DELIVERY PACKAGE.KEEP THIS INFORMATION ON THE JOB SITE. THESEDOCUMENTSWILLALSOBENEEDEDFORJOBSITEINSPECTION. MISUSE AND IMPROPER INSTALLATION OFCOMPONENTS MAY RESULT IN FAILURE, BODILY INJURY, LOSSOF PROPERTY, AND / OR LIFE.Roof Area:Overhang Length:Eave Length:Hip Length:Valley Length:Ridge Length:SHEET NUMBER:SCALE: NTSJob#:PO#:Date: 12/2/2021Drawn By: DYSDesigned By: DYSChecked By: DYSROOF LOADS:TCLL: 20.0 lb/ft²TCDL: 10.0 lb/ft²BCLL: 0.0 lb/ft²BCDL:10.0 lb/ft²Building Code: IRC 2012Wind Speed: 115 mphOn-Center Spacing: 24" U.N.O.6474.82 SF222.1 LF337.14 LF17 LF263.12 LF224.72 LFROOFDATATHIS LAYOUT IS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.
Carmel, Indiana 46033
ROOF TRUSS PLACEMENT PLAN