HomeMy WebLinkAboutMOO4.0 - TRUSS LAYOUTTruss Connector Total List
Manuf Product Qty
MiTek HUS26 25
MiTek JUS24 6
MiTek JUS26 4
USP RT7A* 80
USP SBP4* 6 Start 2' O.C. SpacingStart 2' O.C.Spacing
Start 2' O.C. SpacingStart 2' O.C.
Spacing
(5) JUS24 (5) HUS26(5) HUS26C04C05EJ01 EJ03E01
(4) JUS26 (5) HUS26
C03D01 D04D01(10) HUS26
C01
B01A01A03V06 V01V07V08V09V02V04V11V14V17
V20
V23
V27
V29
V03
V10
V13
V16
V19
V22
V26
V28
V05
V12
V15
V18
V21
V24
V25 JUS24SBP4
SBP4
SPB4(4) EJ02 (2) E02(5) D02 (4) D03 (5) D05
(6) C02(2) B02 (13) A02
30-4-8 20-0-010-4-8
86-8-01-4-0
65-8-018-4-01-4-0
30-4-8
5-4-0 25-0-8
2-1-84-7-029-3-814-0-015-8-01-0-01-0-01-0-01-0-0 1-0-0
1-0-0
1-0-0
1-0-01-0-0IMPORTANTTHIS 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. THESEDOCUMENTS WILL ALSO BE NEEDED FOR JOB SITEINSPECTION. 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:R1.1Roof TrussPlacement PlanSCALE: NTSJob#:2200404-2200404APO#:Date: 3/4/2022Drawn By: MMDesigned By: MMChecked 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.6491.85 SF221.64 LF272.72 LF17 LF264.12 LF224.97 LFROOFDATATHIS LAYOUT IS INTENDED FOR THE PURPOSE OF TRUSS LOCATION ANDPLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.
TG67B
Hampton
6975 Antiquity Drive
Carmel, Indiana 46033
ROOF TRUSS PLACEMENT PLAN
2200404-2200404A
1850 N Graham Road
Franklin, Indiana 46131
Office:(317) 346-4274
Fax: (317) 346-0916