HomeMy WebLinkAboutM004.0Truss Connector Total List
Manuf Product Qty
MiTek HUS26 15
MiTek JUS24 14
MiTek JUS24* 9
USP RT7A* 130Ceilings
2' Step
9" Tray
(6) Undesigned
(10) JUS24
C03
C01
(15) HUS26
B04A01A03A06
B02
B01
M01
D01
M06
MG01CJ01EJ03
EJ06EJ06
M03M04M05V04V14V16V03V11V16V06
V17
V12
V20
V23
V24
V25
V26
V10
V19
V21V02V07V05V13V15PB01 PB01UndesignedUndesigned
JUS24
JUS24
JUS24
JUS24 (3) C02(4) A02 (2) A04 (6) A04(2) A05
(2) B03(4) M02(2) D02(3) EJ04(15) PB02
LAY1
LAY2
(6) JUS24G03G02G02G02G02F01
E05
E04
E06
E07
E02
E01 G01G02MG02CJ02EJ05 EJ01MG02CJ02EJ05EJ01
MG02CJ02EJ05
MG03(2) JUS24V01V08V09V18V22JUS24(5) E03(4) EJ02
(3) F0230-04-08
9-09-08 20-07-00
11-0011-0086-08-0061-00-0812-07-006-08-085-00-007-06-0033-10-0819-08-0030-04-08
18-04-08 12-00-00
7-00-08 4-11-08
11-00
11-001-04-00
11-0011-0011-005-00-00
3-00-12 1-11-0410-08-005-00-125-07-042-02-00
8-03-002-02-00
11-00
11-00
8-00-087-00-1211-12
30-04-08
18-04-08 12-00-00
3-00-12 12-03-00 3-00-12 7-10-00 4-02-0011-0011-0011-00IMPORTANTTHIS 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#: 25051-25051APO#:Date: 6/22/2021Drawn By: MMDesigned By: MMChecked By:ROOF 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.6255.68 SF387.27 LF348.12 LF116.23 LF294.66 LF238.86 LFROOFDATATHIS LAYOUT IS INTENDED FOR THE PURPOSE OF TRUSS LOCATION ANDPLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.
TG181 RF A
6950 Cherry Creek Blvd
Carmel, Indiana 46033
ROOF TRUSS PLACEMENT PLAN
25051-25051A
1850 N Graham Road
Franklin, Indiana 46131
Office:(317) 346-4274
Fax: (317) 346-0916