Plans 137-7( 5w /75-71►
MiTek 110
MiTek USA, Inc.
7777 Greenback Lane
Suite 109
Citrus Heights,CA,95610
Telephone 916/676-1900
Re: PL14-89_UP Fax916/676-1909
POLYGON
The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Pacific Lumber&Truss Co..
Pages or sheets covered by this seal: R48240557 thru R48240557
My license renewal date for the state of Oregon is June 30,2017.
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
_Ep PRpfids
dio
87022PE
ycn cy
'0j, OREGON 2d <C/�:
9C)1BER 11'
A. HER
EX' :/ *1
August 25,2016
Hernandez, Marcos
IMPORTANT NOTE:Truss Engineer's responsibility is solely for
design of individual trusses based upon design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer,
per ANSI/TPI-1, Chapter 2.
Job*' Truss Truss Type Qty Ply POLYGON
- PL14-89_UP F04 Floor 1 1 848240557
Pacific Lumber 8 Truss Co., Beaverton,Oregon - - Job Reference(Optional) Scale=1:31.6
7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Aug 24 15:14:51 2016 Page 1
TOP VIEW ID:j7axn40sHnThlyaUAczwoszX1UY-t?_iGjlBvLkU0(29GkbKtul?_SXAaFA3To7_kjykZwY
I 2-3-0
/ o 1-4-11 I I 1-2-0 1-0-9 I 2-6-0
7-6-0 SCABS TO EACH FACE
-411
415-1-0 1 1"HOLE DRILLED Ili 1.5x3 H 3x4 = 1.5x3 1.5x3 4x5= 1.5x3
II
1 1.5x3 II 2 3x6 = 1.5x3 H 3 4
3x4= 5 6 7 8 9 10
0
� a � a a /
N
3x4= 15 14 13 ae 12 11 r.
1 3x8= 3x5=
3x4 = 4x4= 3x4=
• THIS REPAIR IS FOR 1"HOLE DRILLED INTO THE TOP CHORD,AS SHOWN.
1)ATTACH 2x4 DF No.1&Btr SCABS TO EACH FACE OF THE TRUSS,AS SHOWN,10d
COMMON WIRE NAILS(0.148"dio x 3"Igth)SPACED @ 3"O.C.,1 ROW ALONG THE
LENGTH OF EACH SCAB. STAGGER THE NAILS TO AVOID SPLITTING.
I 13-1-11 - 14-3-11
113-8-11 18-1-4
Plate Offsets(X Y)- [12:0-1-8 Edge].L13:0-1-8.Edge] 131-11 0-7-0 0-7-0 3-9-9
LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.33 13-14 >663 480 MT20 220/195
TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.51 13-14 >419 360
BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.06 11 n/a n/a
BCDL 5.0 Code IBC2012/TPI2007 (Matrix)
Weight:81 lb FT=0%F,0%E
LUMBER-
TOP CHORD 2x4 DF No.1&Btr(flat) BRACING-
BOT CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
WEBS 2x4 DF Stud/Std(flat) end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 16=791/0-4-4,11=791/Mechanical
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2635/0,3-4=-2635/0,4-5=-3446/0,5-6=-3446/0,6-7=-2477/0,7-8=-2477/0,8-9=-2477/0
BOT CHORD 15-16=0/1550,14-15=0/3254,13-14=0/3130,12-13=0/2477,11-12=0/1721
WEBS 7-13=0/354,8-12=-569/0,2-16=-1700/0,2-15=0/1191,4-15=-679/0,6-14=0/405,9-11=-1858/0,9-12=0/1092,
6-13=-860/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
"\,,q0 PROFFS
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EXPIRES:06/30/2017
August 25,2016
WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll• \ ` �
7n73 rev.10/03/2015 BEFOREomphUent
' Design valid for use only with MirekO connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verity the applicability of design parameters andro erl inc
he overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additioorponal temthporary s desiand pn intoermanent bracing A '`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �IPi�C•
fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.
Suite 109
Citrus Heights,CA 95610