HomeMy WebLinkAboutM004.0Truss Connector Total List
Manuf Product Qty
MiTek HUS26 8
MiTek JUS24 9
MiTek JUS26 5
MiTek JUS26* 3
MiTek JUS24* 12
USP THDH26-2* 1
Celings
2' Step
(2) HUS26 (9) JUS24 (4) HUS26
B03
D01
B01
(2) HUS26 (5) JUS26
F02A01 A03A01C01V04
V10
V13
V15
V16V05V09 V03V07V09V04
V10
V13
V15PB01 PB01(2) B02(2) A02 (5) A04 (2) A05 (5) A06
(5) F01(10) M02(3) C02
(3) M01
(15) PB02
LAY2
LAY1 (9) JUS24E03E02MG01CJ01EJ02
MG01CJ01
EJ02E01
H01
I01
I03
G06
G05
G04
G03
G02
G01V06V12V14V02V08V11V01
MG02CJ02EJ03
(2) JUS26JUS24
JUS24
JUS26JUS24 THDH26-2(4) EJ01(3) H02(5) I02(3) I0430-04-08
11-009-09-0820-07-00
11-0011-0086-08-0051-03-0019-06-0815-10-087-06-0033-10-089-10-089-06-086-04-0011-00
11-00
11-00
11-00
30-04-08
6-01-087-04-08
2-04-0014-06-08
5-11-00
1-05-089-081-06-0835-05-0012-02-0816-10-085-00-001-04-003-11-009-00-083-11-0011-00
11-00
11-00
11-00
11-00
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. 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#:PO#:Date: 6/18/2021Drawn 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 SF401.68 LF330.8 LF138.77 LF294.66 LF231.65 LFROOFDATATHIS LAYOUT IS INTENDED FOR THE PURPOSE OF TRUSS LOCATION ANDPLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.
6942 Cherry Creek Blvd
Carmel, Indiana 46033
ROOF TRUSS PLACEMENT PLAN
1850 N Graham Road
Franklin, Indiana 46131
Office:(317) 346-4274
Fax: (317) 346-0916