NUWAY STATE ST TRUSS LAYOUTField frame skirt roofs
T01GE
T01
T01GE
T01MH02GE
MH03
M04GE
MH02GE
MH03
M04GE
M04(22) M04(22)50' 0" 50' 0" 12' 0" 6' 0" 6' 0" 12' 0"
36' 4"
18' 0" 18' 0"
36' 4"2' 0" 1' 10 1/2"
1 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" ROOF AREA 2299.97 ft²
SHEATHING COUNT*79 sheets
OVERHANGE LINES 120.01 ft
RAKED LINES 93.37 ft
RIDGE LINES 50.99 ft
HIP LINES 15.32 ft
VALLEY LINES 0 ft
TrussTrax.ufpi.comThe following information
is an approximate and
NOT guaranteed.(315) 253-2758(800) 488-7247(856) 767-0043(800) 488-2811(800) 333-2092(800) 828-2906(800) 842-6673(607) 563-1556UFP AuburnUFP BelchertownUFP BerlinUFP GordonUFP HudsonUFP New WindsorUFP ParkerUFP SidneyThis drawing is property of UFP Site Built, LLC.Any unauthorized use of this document withoutwritten permission is prohibited. UFP relinquishesownership of delivered product upon delivery.Owner of product must obtain UFP's authorizationprior to any alteration or modification of product;UFP will not be held responsible for anyunauthorized modifications done or costs incurredwithout prior written authorization from UFP.43 Summer Street Northampton, MA 01073Duplexrk Miles-Hatfield, MANu Way HomesREVISIONSDATE DESCRIPTION DSN- - -- - -- - -- - -- - -- - -- - -- - -
23110795JR
STRUC DATE
JOB #:
DESIGNER BRT
ARCH DATE
LAYOUT DATE
08/15/23
N/A
11/15/23
SCALE:N.T.S.THIS IS A TRUSS/COMPONENT PLACEMENT DIAGRAM (TPD) ONLY; NOT AN ENGINEERED DOCUMENT. Trusses are designed as individual buildingcomponents tobe incorporated into the building design at the specification of thebuilding designer. See individual truss design drawings (TDD's) foreach truss designidentified on the TPD. The building designer is responsible for temporaryand permanent bracing of the roof and floor system and for the overall structure. The design of the support structure including but not limited to headers, beams, walls, and columns is also the responsibility of the building designer. For general guidanceregarding installation and bracing, consult "Building Component Safety Information" (BCSI) available from the SBC Association (www.sbcacomponents.com). It is the responsibility of the General Contractor to verify that the provided component layout matches the final intended construction plans, loading conditions, and use. Ifthey do not, it is the responsibility of the General Contractor to notify UFP and provide plans containing the latest specifications and designs. UFP will not be responsible for plan changes by others after final approval of shop drawings, or for errors or modifications made on-site during construction. DO NOT CUT, NOTCH,DRILL, OR OTHERWISE "REPAIR" MANUFACTURED TRUSSES IN ANY WAY WITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. The Framer is responsible to verify all dimensions, including adjusting member spacing within tolerances to allow for the drop and rise ofplumbing/HVAC, unless noted otherwise. Truss-to-wall connections, if shown, are for uplift only and do not consider lateral loads. All connectors on this project are to be installed per the connector manufacturer's specifications. All connectors shown that are not truss-to-truss are suggestions only and are to be verified by theBuilding Designer or Engineer of Record for suitability to this particular project. UFP accepts no responsibility for the specific application or suitability of any connector that is not truss-to-truss as they apply to this specific structure.
FOR COSNTRUCTION-ROOF TRUSS PLACEMENT PLAN
LEFT END OF TRUSS IS NOTED AS (TYPICAL)
ADD ADDITIONAL NOTES AS NEEDED
ROOF TRUSS NOTES: