22D-39 .' Bear Truss and Panel Co, LLC 5 k t .p Truss: cleve
6 Foundry Village Road JobName: cleve
Colrain, Ma 01340 Date: 09/20/10 11:11 AM
Truc$uild® Software v4.07 800 - 521 - 5236 L( Page: 1 of 1
SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT /PLY
24 -0-0 5 /12 1 1 -0-0 1 -0-0 0 -0-0 0 -0-0 1 Nil 721bs
26 -0 -0 - - -- -- .__. - - - --
- - -_- - -- — 8-- 6-3-14 _ 1-0 -0
6-3-14 5-8-2 5 -8 -2
1 �0
6 -3_14 1P_p_p 17 -8 -2 24 -0 -0
. • 4x{
W jam\
g e4la(1 ) --- e /—.
y e a �% � 2, 4 I
1 ' 5 � i � 125
Ma ;'� \ L�' �,
d � , �
4x,� 5
— _' - --
to
1 z
8 7 6
�=_ 4x4 - 3x4 - 4x4 - —
0 -0 -0 0 -0 -0
8 -2 -10 _ 7-6-13 _ 8 -2 -10 _ _-
F - - -- 8-2-10 — �---- 15 -9 -6 - -- - -- — 24-0-0
----
Loading General CSI Summary Deflection L/ (loc) Allowed
Load (psf) Bldg Code : IBC 2003/ TC : 0.92 (4-5) Vert TL: 0.35 in L/ 813 (5 -6) L / 240
TCLL : 44 TPI 1 -2002 BC : 0.95 (5 -6) Vert LL: 0.19 in L1999 (5 -6) L / 360
TCDL : 10 Rep Mbr Increase :Yes Web : 0.33 (3 -6) Horz TL: 0.1 in 5
BCLL: 0 D.O.L.: 115%
BCDL: 10
Reaction Summary
JT Type Brg Combo Brg Width Rqd Brg Width Max React Max Gray Uplift Max MWFRS Uplift Max C &C Uplift Max Uplift Max Horiz 09/20/201
1 Pin (Wall) 1 3.5 in 2.58 in 1,6441bs • - 3461bs - 4991bs - 4991bs 101bs OF
5 H Roll (Wall) 1 3.5 in 2.58 in 1,644 Ibs 3461bs - 4991bs - 4991bs - 4,1,.A- S, qC
Material Summary Bracing Summary
TC SPF #2 2 x 4 TC Bracing: Sheathed MATTHEW d • C'r`.,
13C SPF #2 2 x 4 BC Bracing: Sheathed or Purlins at 6-9 -0, Purlin design by Others. VI NSQN i3
Webs SPF #2 2x 3 CIVIL
,
Loads Summary
1) This truss has been designed for the effects of wind loads in accordance withASCE7 - 05 with the following user defined input: 100 mph, Exposure C, Enclosed Gable/Hip, s
' Building Category II (I = 1.00), h= B =L =15 ft, End Zone Truss, Bob end websconsidered DOL= 1.60 4
2) Minimum storage attic loading has been applied in accordance with IBC 1607.1 1
Member Forces Summary table indicate: Member III max CSI, rrax axi al face minx eon face if different from max axial force)
TC 9 -1 0.103 42196 2 -3 0.856 - 2,722 Its 4-5 0.924 - 3.1391E
1 -2 0924 -3,139 Ibs 3-4 0.856 - 2.722196 5-10 0.103 42156
BC 56 0.950 2,809196 (-662196) 6-8 0767 1.814 Its (- 29910 8-1 9950 2,809156 ( 4-62 96) I
'0696 2-8 0.219 -722 Its 3-8 0.326 949 Its (-246 Its) 3-6 03 26 949 Its (- 24616;) 4-6 0.219 - 722196 I
Notes:
3) When this truss has been chosen for quality assurance inspection, the Effective Tooth Count Method per TPI 1- 2002/A3.4 shall be used.
4) Brace bottom chord with approved sheathing.
A copy ofthk design shalbe famished to the erection contractor Thsdesign for an udndrwi budding compov t (a truss). I Sin sod on spec tilt inns provided by the Toms 0.siprer and performed it accordance wthiPL1= W and the 2001 NOS de sign Eagle Metal Products
standard M re monsmaty is anwned for the accuracy of donnatnn provided bythe Truss Designer Dimensions.shallbc verifed by building designer. Creep de Ihetun snot automat ca By acco,mtcd for by the software. The hmt,gdesgner shalrcsicw baring.
truss confront nn and Bit a ldc flectnn data show, to ensure that thsdesgn meetsor es<ccdsm - tun um loading requred by appkabhtrading cod es. Compression chords shalbc hterally braced by the roof or floor sheathing. direct ly attached, unless othcruis 12.300 Foni Road, Suite 110
noted Brae mg show, s for lotcra[support ofbdrrilnaltrua urnponents only to reduce buckh, glongrh. It isnot wind or Ateral load bracntg oroyemllbmldng design brae log winch sby others Refer to BCSI -B3 for recnmmendedtmn handing and erection. Do not Dallas. Taus 75234
apply badhcyondweight of erectors unit Apennancnt bracing sot pb c. Concentration of construction Ina dsgreater the design badsdsafnnt be applied tothc« uses at any tine. Trtmessballhe bandbd wish care prior to erect,= to avoid damage.
Lumber moisture content $Abe 19% orbs at the tine offabrc atnn.unless noted otherwise (LINO.. Connector plates s)aUbe manufactured by Eagle Metal Product s (ESR- 1082). Phtes shnUbc appfed on both faccsof truss at eechjoint. Phte dimensions arc
96cd wdth x length. Sbts(hols) in plate shalrun parakl to the pine length. The pMe shalbe centered on join and/orphecd n accordance svih the current vex., of TPI. Design assumes adequate anchorage witbc proc6cd to resist upift at supports. The sea Ion
I his drawing indicates acceptance of pmfemionalengueeritg re sponsbdiy sole ly for the truss a omponent design shows The snubtty and use ofthscomponent for a uy particuhr buildng de sign is the regronibky of the building designer. perABBUTP1 I 2002
Chapter 2.
l
To Whom It May Concern:
12300 Ford Rd
Suite 110 The attached truss design drawings referenced below have been prepared by me or
Dallas, TX 75234 under my direct supervision based on the design parameters provided by Bear Truss
1- 800 - 521 -3245
fax 972-888-9966 and Panel, LLC and are assumed to be in accordance with the appropriate building
code.
www_ eaglemetal.com
Any changes to these parameters and /or information provided on the original truss
drawing voids the affected sealed truss drawing and new information shall be submitted
to this office for additional review.
Listed below are the truss designs included in this package and covered by this seal.
Job Name: cleve - 1012347
cleve
Please refer to individual truss designs for specific loading and design criteria.
09/20/201
v,-CH OF MASS.
MATTHEW D. `n.
v VINSON TA
CIVIL
Ai d a t Matt Vinson
(MA, 47195)
My license renewal date for the state of MA is 06 -30 -2012
The seal on these drawings indicates acceptance of professional engineering
responsibility solely for the truss components shown. It is the responsibility of the
building designer as to the suitability for use of each truss listed above.
IN uliluering system General Notes Symbols
1. Copies of the truss design shall be furnished 13. Lumber moisture content shall be 19% or less PLATE SIZE
to the erection contractor, building designer, at the time of fabrication unless noted otherwise.
3 -2 -6 * ^^ The first dimension is the
I property owner and all interested parties. X `'h - width perpendicular to slots.
14. Connector plates shall be manufactured by
2. The truss designs are for individual components Eagle Metal Products (ICC -ES ESR 1082) Second dimension is the
3 TO (a truss) and are based on specifications provided from 20, 18, or 16 GA ASTM A653 SQ length parrallel to slots.
TOP CHORDS C 42 O/0 ) by the component manufacturer and performed Grade 40 steel with G60 (min.) coating. This symbol Oindicates the
1 2/\`4 in accordance with current versions of TPI and
NDS design standards. 15. Plates shall be applied on both faces of truss at required direction of slots in
each joint and embedded fully. Knots and wane connector plates. If symbol is
3 3. When trusses are 60' in span and over, Eagle at joint locations are regulated by ANSUTPI 1. shown as such (1), see join[
P WEBS recommends that a registered design professional
details for slot orientation.
be involved in the erection process. 16. The plate type, size, orientation, and location LATERAL BRACING
8 7 6 5 dimensions shown indicate minimum plating
BOTTOM CHORD 4. Dimensions shall be verified by the requirements. Indicated by symbol shown
manufacturer and/or building designer prior to and/or by text in the bracing
fabrication. 17. The plate shall be centered on joint and/or ��►
placed in accordance with the current versions section of the output. Use
T, L or Continuous bracing
JOINTS ARE GENERALLY NUMBERED 5. Building designer shall review loading and of TPI. as indicated.
CLOCKWISE AROUND THE TRUSS truss configuration to ensure that this design
STARTING AT THE JOINT FARTHEST meets or exceeds minimum loading required 18. Design assumes that adequate drainage will be BEARING
TO THE LEFT. by applicable local building codes. provided to prevent ponding and adequate
anchorage will be provided to resist uplift at Indicates location where
6. Compression chords shall be laterally braced supports. am bearings (supports) occur.
* dimensions shown in ft-in-sixteenths Lam.! Node notations vary but
by the roof or floor sheathing, directly attached,
or purlins provided at spacing shown, unless 19. Connections not shown are the responsibility '1 reaction section indicates joint
noted otherwise. of others. number where bearings occur.
Chords and webs are identified on cut sheet
using letter designations followed by a number 7. Bottom chord required bracing shall be at 10ft 20. Cut members to bear tightly against each other. PLATE LOCATION AND
as shown below. Numbers increase from left spacing or less, if no ceiling is installed, unless
to right. noted otherwise. 21. Design assumes trusses will be suitably ORIENTATION
protected from the environment in accord on Center plate joint unless
Ti - TOP CHORDS 8. Bracing shown on truss drawing is for lateral with ANSUTPI 1. =NB p J
B1 - BOTTOM CHORDS �� x,y offsets are indicated.
support of individual truss components only to
W } WEBS reduce buckling lengths and not wind or lateral 22. Unless expressly noted, the truss designs are Dimensions are in
load bracing or overall building design bracing, not applicable for use with fire retardent or ft-in-sixteenths. Apply plates
which would be designed by others. preservative treated lumber, to both sides of truss and
securely seat.
9. Never exceed the design loading shown and 23. Camber is a non - structural consideration and
never stack materials on truss until all is the responsibility of truss fabricator. Values INDUSTRY STANDARDS:
permanent bracing is in place. shown on truss drawing are just a
recommendation based on industry standards. ANSUTPIl : National design specification
e 10. Concentration of construction loads greater for Metal Plate Connected
than the design loads shall not be applied to the 24. Lumber used shall be of the species and size, Wood Truss Construction.
��� trusses at any time, in all respects, equal to or better than that
spe
specified. BCSI1: Building Componet Safety
1 1. Trusses shall be handled with care prior to Information, Guide to Good
structural rompo/le1!t software erection to avoid damage. Refer to BCSI for 25. Do not cut or alter truss member or plate Practice for Handling,
Installing & Bracing of Metal
recommended truss handling and erection. without prior approval of a professional Plate Connected Wood Trusses.
engineer.
Eagle Metal Reference Sheet 12. The suitability and use of the component for
v1.01 any particular building design is the 26. Additional stability bracing for truss system,
responsibility of the building designer per e.g. diagonal or X- bracing, is always required.
ANSI /TPI 1. See. BCSI.