2007, 04-05 MiTek Industries CorrespondenceMiTek
POWER TO PERFORM.'"
Re: 11465B
GRIGORIY CHERNYY
MiTek Industries, Inc.
7777 Greenback Lane
Suite 109
Citrus Heights, CA, 95610
Telephone 916/676-1900
Fax 916/676-1909
The truss drawing(s) referenced below have been prepared by MiTek Industnes. Inc under my direct supervision
based on the parameters provided by Stock Building Supply -Coeur d'Alene,ID.
Pages or sheets covered by this seal: R24873656 thru R24873656 -
My license renewal date for the state of Washington is August I. 2008.
April 5.2007
Tingey, Palmer
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer. per ANSI/TPI-2002 Chapter 2.
PREFAB
Job
Truss
Truss Type
Oty
PIy
GRIGORIYCHERNYY
R24673656
11465B
TIREF
SCISSORS
1
1
Job Reference (o0ona4
Stock Components, Coeur d Alone. ID 83615
10-10-0
s Sep 272006 LNTek Industries Inc 1TLI Pyr
10-10-0
Conn 1031 bt
13(125 MT16 it
5-0-0
i
21-8-0
10-10-0
600
L•_: --__-__,_-_ate,
4.9
8
Asa II
Conn 1031(6)
21-8-0
21-8-0
Scale • 1434
LOADING (psf)
TCLL ` 300
(Roof Snow=30 0)
TCDL 8 0
BOLL 0 0
BCDL 10
SPACING 1-6-0
Plates Increase 1 15
Lumber Increase 1 15
Rep Stress Incl YES
Code IBC2003/TPI2002
PLATES GRIP
MT20 220/195
MT16 152/158
LUMBER
TOP CHORD 2 X 8 DF 1950F 1_7E
BOT CHORD 2 X 4 DF 800F 1 6E
WEBS 2 X 8 DF 950F 1.7E
REACTIONS (Ib/size) 1=631/0-1-8, 5=63L0-1-8
Max Horz 1=100(LC 6)
Max Uplift 1=-73(LC 7), 5=-73(LC 8)
Max Gray 1=752(LC 2), 5=752(LC 3)
WARMNL Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MF7473 BEFORE US&
Design veld t05 use only yam , Wet o✓4ectors Ira design is based me upon oorometes tcwru and i5 for an irdsdual bating component
Applmbilty of design paromer.:ors coo proper n maxsranrn arm µn.cr la responsatty or bidding designer -rot truss designer- Bracing "When
n for lose( el supped of rldradwl we. mem Me. Admucndl temmidry Wooing .0 inane Daattr dunng Cttavacncn is Ire respIXballl, tittle
erect«. Adanimal permanent bracing of ao.era1 s:rvc:wen Inn resporsble., ot:ra bating deogrer nor gerosol g odance regarding
fabncOhn, dually cone. slcroge. debwy. vection and Noon?, consul: ANSIRPII Duality CNatla. DSI -69 and BCSII landing Component
Safety Information 8wibbie from inns Plate Ins:.tine. 593 OJe:no Rave. Modisnn, WI 63710
f71 i1
MiTek
7777 Greenbade Lane. Suite 105
Cams Heights, CA. 85810
Job'
Job:
Truss
Truss Type
Qty
Ply
GRIGORIYCHERNYY
R24873656
11485B
T1
SCISSORS
1
1
Job Reference foobonal7
Stock Components, Coeur d' Alene, 10 83815
1
10-10-0
6 500 s Mar 82037 MTek Industries, Inc Thu Apr 05 11 53 23 2007 Page
21-8-0
10-10-0
Coon 1031(10)
4x128 MT16 11
4x125 MT16 11
10-10-0
SEE PAGE 2 FOR
PREFAB DETAILS
%//.9
6
2x6 II
2k6 11
Cam 1031(10)
21-8-0
21-8-0
FIELD SPLICE
GENERAL REPAIR NOTES
THIS REPAIR I5 FOR THE FIELD SPLICE OF TRUSS ABOUT WEB 3-6
1) ATTACH A PREFAB TRUSS TO ONE FACE, AS SHOWN (SHADED AREA) USING THE SAME GRADE AND SIZE
LUMBER AND THE SAME SIZE PLATES AS THE MAIN TRUSS, UNLESS OTHERWISE NOTED, WITH 10D NAILS (0 148" X 3 0" )
2X8 4 ROWS, 2X4 2 ROWS SPACED 4" 0 C 2 ROWS FOR ALL OVERLAPING CHORDS AND WEBS
Scale= 1 507
Plate Offsets (X YY 12 0-7-6 0-0-01 f4 0-7-6 0-0-01
LOADING (psf)
TCLL 300_
(Roof Snow=30 0)
TCDL 80
BCLL 00
BCDL 10
SPACING 1-6-0
Plates Increase 1 15
Lumber Increase 1 15
Rep Stress Inc! YES
Code IBC2003/TPI2002
CSI
TC 091
BC 065
WB 003
(Matrix)
DEFL 1n (be) Vdefl Lid
Vert(LL) -068 4-6 >382 240
Vert(TL) -096 4-6 >268 180
Horz(TL) 102 5 Na Na
PLATES GRIP
MT20 220/195
MT16 152/158
Weight' 103 Ib
LUMBER
TOP CHORD 2 X 8 DF 1950F 1.7E
BOT CHORD 2 X 4 DF 1800F 1 6E
WEBS 2 X 4 DF Stud/Std
REACTIONS (Ib/size) =631/0-1-8, 5=631/0-1-8
Max Horz =100(LC 6) '
Max Uplift =-73(LC 7), 5=-73(LC 8)
Max Grav 1=752(LC 2), 5=752(LC 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-375/85, 2-3=-1094/111, 3-4=-1094/136, 4-5=-375/54
BOT CHORD 2-6=-73/1029, 4-6=-73/1029
WEBS 3-6=-14/159
BRACING
TOP CHORD 2-0-0 oc purlins (2-6-7 max )
BOT CHORD 2-0-0 ac bracing.
JOINTS 1 Brace at Jt(s): 3, 6
NOTES
1) Wind ASCE 7-02, 90mph, h=15ft, TCDL=4 Bps!, BCDL=0 Opsf, Category II, Exp 0, enclosed; MWFRS, Lumber DOL=1 33 plate gnp
DOL=1 33
2) TCLL. ASCE 7-02, Pf=30.0 pg (Flat roof snow), Category II, Exp B, Fully Exp , Ct=1 1
3) Unbalanced snow loads have been considered for tnis design
4) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added
to the bottom chord
5) This truss has been designed for a 100 psf bottom chord live load nonconcurrent with any other live loads
6) All plates are MT20 plates unless othelw,se indicated
7) All additional member connections shall be provided by others for forces as indicated
8) This truss requires plate inspection per the Tooth Count Method when this truss 1s chosen for quality assurance inspection
9) Bearing atloint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity
of bearing surface
10) Provide mechanical connection (by others) of truss to bearing plate at lolnt(s) 1, 5
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 ib uplift at Joint 1 and 73 Ib uplift at Joint 5
12) This truss is designed in accordance with the 2003 International Building Code section 2306 1 and referenced standard ANSIRPI 1
13) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails
LOAD CASE(S) Standard
EXPIRES: 08-07-08
April 5,2007
Q WARNING - verify dawgn parameters and READ NOTES ON THIS AND INCL!/OED MTTER REFERENCE PAGE MR.74 73 BEFORE USS
Gesgn void :or use air vntn !.Mei o. _ators Itis maggots eased a* upon parameters eaten. anti is for an fllM80ol locoing carWcrer,t
Aepiwafl, of aesgn paromemters and capern=crperabcn Ct cor, omen ii nespanvaaty of balding designer- no halt designer &Dory ,00wr,
is or b:e-cl supDc0 of rWmdual Wet neintN one. Add /anal temporary bnn'j to enure Stoe,ltr dura ccrn:rue:,cn Is 018 tespIXbdliiy of Ott
erector. Adanonal permanent bracing 00 ,re oreroi situclure,s the restore bier of ire budding de,gner Fa general guidance repaid»J
fab aeon, quality xalrol storage, den.ery, erec,cn and Poore. cancel ANSI/ell Quality Criteria. DSI.49 and 10I11 WYtling Compomrt
Saf.ty tNaemiabon aw,lable from Muss Plate kx:Aute. Sell DOnono Dive, modern WI :3710
�r fi
MiTek
7777 Greenback Lana. Sala 109
Citrus Halite, CA. 05610