HomeMy WebLinkAboutM004.0 - Truss Layout - V2Truss Connector Total List
Manuf Product Qty
MiTek HJC26 1
MiTek JUS24 12
MiTek JUS26 2
MiTek THD26-2 2
USP RT7A* 100
M01M01M04M06(4) M02(2) M02 (4) M03
(6) M05
(8) M07
(2) JUS26C03C01B02
B01
(2) JUS24
B06
B04
(2) JUS24B03 (7) JUS24A07A06A04A03A01B08
J06J07J08J09J10J02
J03
J04
CJ02J02
J03
J04
C
J
02
J11CJ01J12
J05V04
V03
V02V01V05
THD26-2
THD26-2HJC26JUS24(2) C02 (13) B05(2) A05(3) A02 (7) B07(2) J13
(2) J13 (2) J0152-00-083-03-0855-04-001-04-00 11-07-0024-07-0017-10-0055-04-008-09-088-10-085-04-0012-10-00
35-10-00
13-07-0822-02-08
35-10-00
11-07-08
2-00-001-04-0036-02-0014-06-0816-03-005-11-08
2-03-05
13-03-052-03-05
3-11-004-10-08 6-00-0021-08-002-10-00IMPORTANT
THISDRAWINGISFORFIELD PLACEMENT OF INDIVIDUAL
COMPONENTSONLY, AND DOESNOT CONSTITUTE AN
ENGINEERED DOCUMENT.
NOTE
PROPER BEARINGANDBEARINGDESIGN INCLUDING
ANCHORAGE, ISTHERESPONSIBILITY OF THE BUILDING
DESIGNER, ARCHITECT AND /OR BUILDINGENGINEER. REFER
TO INDIVIDUAL TRUSSDESIGNSFOR REACTIONS, MINIMUM
REQUIRED BEARINGSIZE, UPLIFT, AND ADDITIONAL LOADS.
84COMPONENTSDOESNOT ASSUME RESPONSIBILITYIN
THESE AREASOF CONCERN.
BRACING
ERECTION, TEMPORARY, AND PERMANENT BRACINGISTHE
RESPONSIBILITY OFTHE CONTRACTOR AND / OR BUILDING
DESIGNER. REFER TOINDIVIDUAL TRUSSDESIGNSFOR
ADDITIONAL BRACINGREQUIREMENTS. REFERTO BCSI-B1
SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTS
ASSOCIATION COMMENTARY, AND RECOMMENDATIONSFOR
HANDLING, INSTALLING&BRACINGMETALPLATECONNECTED
WOOD TRUSSES. www.sbcindustry.com
INSTALLATION
DO NOT CUT, DRILL, OR ALTER TRUSSES. ANYQUESTIONS
CALL 84COMPONENTS. PROPER INSTALLATION, AND
HANDLINGOF COMPONENTSISTHE RESPONSIBILITY OF THE
ERECTINGCONTRACTOR. 84COMPONENTSMUST BE
NOTIFIED OF ANYPROBLEMS, AND AFFORDED THE
OPPORTUNITY TO REVIEW, AND MAKE NECESSARY
CORRECTIONS, OR NO BACK CHARGESWILL BE ACCEPTED
ORAPPROVED.
WARNING
WARNINGS, AND INSTRUCTIONSFORERECTION
OF COMPONENTSARE INCLUDED IN THE DELIVERY PACKAGE.
KEEP THISINFORMATION ON THE JOB SITE. THESE
DOCUMENTSWILLALSO BENEEDEDFORJOB SITE
INSPECTION. MISUSE AND IMPROPER INSTALLATION OF
COMPONENTSMAYRESULT IN FAILURE, BODILY INJURY, LOSS
OFPROPERTY, AND / ORLIFE.
RoofArea:
Overhang Length:
Eave Length:
HipLength:
ValleyLength:
Ridge Length:
SHEETNUMBER:
R1.1
RoofTruss
Placement Plan
SCALE: NTS
Job#:
2102434-2102434A
PO#:
Date: 12/7/2021
Drawn By: MM
Designed By: MM
Checked By:
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.
2118.08 SF
225.41 LF
85.32 LF
47.26LF
50.54LF
80.19LF
ROOF DATA
THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDING CONSTRUCTION.TG135Brooklyn6940 Pickett PlaceCarmel, Indiana 46033ROOF TRUSS PLACEMENTPLAN2102434-2102434A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916
01/12/22