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t ��® MiTek Industries, Inc.
7777 GREENBACK LANE
SUITE 109
• CITRUS HEIGHTS CA 95610
M eic ® USA
FAX (916) 676 1909 •
TELEPHONE (916) 6761900
•••• • •
• • •
••••
Re:206260 •
• • .• •
JOHN ELWELL 11 X 21 POLE BARN • • •
••• •
• • • •. •
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••••
The truss drawing(s) referenced below have been prepared by MiTek Industries, hpp, under my dtce supervisit
based on the parameters provided by BMC West - Salem,OR • • •
• • •
••••••
Pages or sheets covered by this seal: R2528729 thruR2528729
My license renewal date for the state of Oregon is June 30, 2004.
44
OREGON
7 N. 25,
k4 bONG' . July 1,2002
Yu, Ray
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 -1995 Sec. 2.
' Job ; - ^Truss Truss Type Qty Ply JOHITE ' • - • • •
r• R2528729
006260 " A COMMON 2 1
(optionaj)
BMC West - Sherwood, Sherwood, OR. 97140 4.201 SR1 s Apr 2 2002 MITedndustnes, Inc. Sun Jun 30 17t)7:17 2002 Page, 1
•
-1 -0-0 I - 5-6-0 I 11 -0-0 12 -0-0
1 -0-0 5 -6-0 5-6-0 1 -0-0
Scale = 1:21.1
5x5 =
.3
4.00112
:!:;
PN
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4
2 •• i • . • 5.
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6 •• •
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x5 = 2 x 4 I I • • • ,>� •
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11 -0-0 • • •
i- - -- 58-0 v 1 — 54 • •_t__� • •••• •
5-6-0
Plate Offsets ()(Yj- - [2 0 4-14,0- 0- 14Tr4.0-4- 14,o -0-14L
LOADING (psf) SPACING 6 -0 -0 CSI DEFL in (loc) 1/defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.75 Vert(LL) -0.04 6 >999 MI120 185/148
TCDL 7.0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.06 6 >999
BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.02 4 n/a
BCDL 10.0 1 Code UBC97 /ANSI95 1st LC LL Min 1/defl = 240 Weight: 55 lb
LUMBER BRACING
TOP CHORD 2 X 6 DF No.2 TOP CHORD Sheathed or 3 -7 -1 oc purtins.
BOT CHORD 2 X 6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing.
WEBS 2 X 4 HF Std
REACTIONS (lb/size) 2= 1759/0 -5-8, 4= 1759/0 -5-8
Max Horz 2=- 34(load case 4)
Max Uplift 2=- 688(load case 3), 4=- 688(load case 4)
FORCES(Ib) - First Load Case Only
TOP CHORD 1 -2 =32, 2 -3= -2226, 3-4= -2226, 4 -5 =32
BOT CHORD 2-6 =2099, 4 -6 =2099
WEBS 3-6 =316
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top .
chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition
I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per UBC97 /ANSI95 If end verticals or
cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,
and the plate grip increase is 1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B
UBC -97.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
.A4.0 0 ,
1 A I
<V V- 4 166 N
• c'' 2004
•,!
,l 25,i 'r
A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE July 1,2002
Design valid for use only with MIT•k connectors. This design is based only upon parameters shown, and is for an Individual
building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of
component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual
web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector.
Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance
PUT Th.'
regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, 058•
89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss
Plate Institute, 583 D'Onotrlo Drive, Madison, WI 53719 MiTek Industries, Inc.