Report E4 RECEIVED ob2L{s
JUL 302020 ft40SW Ave
1111111111111111.
CITY OF TIGARD
BUILDING DIVISION
MITek USA, Inc.
250 Klug Circle
Corona,CA 92880
951-245-9525
Re: 20-CP2010
The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision
based on the parameters provided by Precision Roof Trusses,Inc.
Pages or sheets covered by this seal: K8068539 thru K8068542
My license renewal date for the state of Oregon is December 31,2021.
<(...,`o° PROFFss
\S cNGlNEF9 /O29
tt 892OOPE
74 A OREGONtk Als.41
/O Y 14 2c) 0'
MERRIO- •
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REN -31- 021
July 28,2020
Baxter,David
IMPORTANT NOTE:The seal on these truss component designs is a certification
that the engineer named Is licensed in the jurisdiction(s)identified and that the
designs comply with ANSI/TR'1. These designs are based upon parameters
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only,and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2.
20-CP2010 A01 GABLE 1 1 W --"-
Job Reference(optional)
Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.330 s May 6 2020 MITek Industries,Inc Mon Jul 27 19:12:21 2020 Page 1
ID:sAos90dR1 iCs40n9l R90ylwS3-2awRDLhMdq?PcEeYBkX21TLt87PzmSDhRjl4Tbyting0
-1-0-0 7-6-0 15-0-0 16-0-0
I 1-0-0 I 7-6-0 7-6-0 I 1-0-0
Scale.1:27.5
4x4 =
8
- 7 9
6.00 12 Ili V•
10
29 6 30
PP a I. 11
5
r 15 12
4
v V 13
3
14
2 r la
61
4 ill1. 15
q
0 0 0 0 6 - 0 - 0 0 -- 0 E -fl 0 El
28 27 26 25 24 23 22 21 20 19 18 17 16
15-0-0
16-0-0
LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loc) I/de0 lid PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 IC 0.14 Vert(LL) -0.00 15 far 120 MT20 185/148
TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 15 nlr 90
BCLL 0.0 ' Rep Stress Ina YES WB 0.04 Horz(CT) 0.00 16 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:78 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins,
BOT CHORD 2x4 DF No.2 except end verticals.
WEBS 2x4 HE Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 HE Std
•
REACTIONS. All bearings 15-0-0.
(Ib)- Max Horz 28=91(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)28.16,23,24,25,26,27,21,20,19,18,17
Max Gray All reactions 250 lb or less at joint(s)28,16,22,23,24,25,26,27,21,20,19,18,17
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l2omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft Cat II;Exp C;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-2-0,Interior(1)2-2-0 to 7-6-0,Exterior(2)7-6-0 to 10-6-0,
Interior(1)10-6-0 to 16-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/fPI 1.
4)All plates are 2x3 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). I\50 PR Qfz
.
7)Gable studs spaced at 1-4-0 oc. 4
8)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �GJ� �NG,1 NE<L`n sliO
9)*This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide AL ,7 �-7'
will fit between the bottom chord and any other members.
10)-Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)28,18,23,24, 89200PE
25,26,27,21,20,19,18,17.
J �i/
OREGON 4vQ
G/0 1 h 4 e'Nun
MFR R IO-
RENEWAL DATE:12-31-2021
July 28,2020
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for en individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary end permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and was systems,see ANSI/reel(twiny Wrens,DSB-99 end SCSI Building Component 250 Klug Circle
20-CP2010 A02 QUEENPOST 4 1Job Reference(optional)
Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.330 s May 6 2020 Mi rek Industries,Inc. Mon Jul 27 19:1222 2020 Page 1
I D:sAus90dR1 iCs4On91vyR9QyhvS3WmUpRhf7N87GDODiS2HZguxTXgzVt3rfN2d02ytmgN
-1-0-0 3-4-7 7-6-0 11-7-9 15-0-0 16-0-0
1-0-0 3-4-7 4-1-9 4-1-9 3-4-7 1-0-0
4x4 = Salle:3l8'=1'
4
8.00 12
12 13
3x4 \\ 3x4
3 5
11 14
2x3II 2x3II
2 6
7
103x5 = _ a
3x5
7-6-0 15-0-0
7$0 76-0
Plate Offsets(X,Y)— [3:0-2-0,0-0-12],[5:0-2-0,0-0-12],[6:0-2-0,0-1-8),[10:0-2-0,0-1-8)
LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loc) I/de6 Lid PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.04 9-10 >999 240 MT20 185/148
TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(CT) -0.08 9-10 >999 180
BCLL 0.0 • Rep Stress Ina" YES WB 0.19 Horz(CT) 0.01 8 n/a n/a
BCDL 10.0 Code IRC2015/TP12014 Matrix-R Weight 72 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,
BOT CHORD 2x4 DF No.2 except end verticals.
WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 10=0-5-8,8=0-5-8
Max Horz 10=91(LC 10)
Max Uplift 10=164(LC 12),8=164(LC 13)
Max Gray 10391(LC 1),8=691(LC 1)
FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=268/13,3-4 -667/201,4-5=667/201,5.6=-2613/13,2-10=256/149,6-8-256/149
BOT CHORD 9-10=177/639,8-9=124/639
WEBS 4-9=-6/305,3-10=-602/234,5.8=-602/234
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCOL=4.2psf:BCDL=6.0psf;h=25ft Cat II;Exp C;Endosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-6-0,Exterior(2)7-6-0 to 10-6-0,
Interior(1)10-6-0 to 16-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&
MVVFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Dp t�(vc1
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� Pf1 css
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 40 QF
will fit between the bottom chord and any other members.
5) *
Provide mechanical
8 chanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) - �NGI NE4. 19 L, "o
. ,- 89200PE
•
-y 4"OREGON Atli�
'O gy14 2P P+
MERRit-ti �
RENEWAL DATE: 12-31-2021
July 28,2020
A WARNING-Verify design parameters and READ NOTES ON THIS MID INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual bulking component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual Miss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the
fabrication,storage,delivery,erection and bracing of tresses and truss systems,see ANS19PI1 Dually Cr/fads,DS13-89 and SCSI Building Component 250 Klug Circle
20-CP2010 A03 Scissor 9 1 •, ,,
•Job Reference(optional)
Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, B.330 s May 6 2020 MiTek IndusInes,Inc. Mon Jul 27 19:12:23 2020 Page 1
ID:sAos9OdR1 iCs60n9lvyR9QylwS3-?z2Be1jd8RF7rYoxl9ZWBuQt33x?2EDn_u1nBYUytmgM
-1-0-0 743-0 15-0-0 16-0-0
1-0-0 i 7-6-0 76-0 ] 1-0-0
4x4 II Scale a 1:30.4
3
8.00 IIF
10 11
7 \
5x8 — 12
5x5 = 57
= A
2 4 A
5
011.111111111 iv-99
opii 5.00 12
Mtil IC
B3x4 � 6
3x4
76-0 15
-0-0
7-6-0 7-6-0
_-
Plate Offsets(X,Y)- (2:0-1-12,0-1-121,(3:0.2-12,0-2-01,[4:0-1-12,0-1-12],[6:0-0-10,0-1-8],[8:0-0-10,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Well Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.13 7 >999 240 MT20 185/148
TCDL 7.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.22 7 >810 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(CT) 0.19 6 n/a n/a
BCDL 10.0 Code IRC2015/TP12014 Matrix-R Weight:69 lb FT=O%
LUMBER- BRACING-
TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins,
BOT CHORD 2x4 OF No.2 except end verticals.
WEBS 2x4 HF Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
2-8,4-6:2x4 OF No.2
REACTIONS. (size) 8=05-8,6 0-5-B
Max Horz 8=96(LC 11)
Max Uplift 8=164(LC 12),6—164(LC 13)
Max Gray 8=691(LC 1).6=691(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1945/337,3-4—1945/356,2-8=-1302/302,4-6=802/319
BOT CHORD 7-8=251/560,6-7=-189/560
WEBS 3-7=52/1196,2-7=80/1196,4-7=168/1196
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=42psf;BCDL�.Opsf;h=25ft;Cat.II;Exp C;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interlor(1)2-0-0 to 7-6-0,Exterior(2)7-6-0 to 10-6-0,
Interior(i)10-6-0 to 16-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Qc
3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. `" 4O r n R OFe
4)'This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide
will fit between the bottom chord and any other members. \) �NGINeL. S'0
5)Bearing at joint(s)8,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify -44 •7
capacity of bearing surface. . 9`
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it-lb) 89200PE
8=164,6=164.
�OREGONtx ���
<O qY 14 2°1 +
' F1RILL
RENEWAL DATE: 12-31-2021
July 28,2020
A WARNING-Verify design parameters end READ NOTES ON THIS AND INC WDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. mill-
Design valid for use only wnh MTeke connectors.This design is based only upon parameters shown,and is for an individual bending conwoneM,not
a buss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual buss web andror chord members only.Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS!/TP/r Qualify Criteria,DSO-OP end SCSI Building Component 250 King Circle
20-CP2010 A04 GABLE 1 1
Job Reference(optional) •
Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.330 a May 6 2020 MTek Industries,Inc. Mon Jul 27 19:12:24 2020 Page 1
I D:sAos90dR1 iCs40n91vyR9QylwS3-T9carNjFvIN_TiM7ss4Ie5zHpKLHzg187hXk4wytmgL
-1-0-0 7-8-0 15-0-0 16-0-0
1-0-0 7-8-0 7-8-0 1-0-0
4x4 II Scale=1:30.4
MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED
3 MEMBERS OR EQUIVALENT CONNECTION BY OTHERS.
- 6.00 12
14 15
7
i
13 Sx8 = 16
Sx5 = 5x5 = "/
2 , r
5
4.44
5.00 12
MI VP-
g3x4 6
3x4
76-0 15-0-0
7-6-0 7-6-0
Plate Offsets(X,Y)- [2:0-1-12,0-1-121,[3:0-2-12,0-2-01[4:0-1-12,0-1-121,16:0-0-10,0-1-8],[8:0-0-10,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Weil Lid PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.13 7 >999 240 MT20 185/148
TCOL 7.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.22 7 >810 180
BCLL 0.0 * Rep Stress!nor YES WB 0.61 Horz(CT) 0.19 6 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight;71 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins,
BOT CHORD 2x4 DF No.2 except end verticals.
WEBS 2x4 HF Std'Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
2-8,4-6:2x4 OF No.2
OTHERS 2x4 HF Std
REACTIONS. (size) 8=0-5-8,6=0-5-8
Max Horz 8=96(LC 11)
Max Uplift 8=-164(LC 12),6=164(LC 13)
Max Gray 8-391(LC 1),6=691(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=1945/337,3 4 1945/356,2-8=-802/302,4-6=-802/319
BOT CHORD 7-8=-2511560,6-7=189/560
WEBS 3-7=52/1196,2-7=-80/1196,4-7=-168/1196
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=B.opsf;h=25ft Cat.II;Exp C;Endosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-6-0,Exterior(2)7-6-0 to 10-6-0,
Inte
or(1)10-6-0 to 16-0-0
left and
ht exposed;end vertical left and right
;C-C for members
forces
3)MWETrussS for
designed lion wind loans zone;
the plane of.60the ptroste griponly D L studs exposed to wind(nonnale�tosU�ie face),see STandard�n &
�� 8.0
MWFRS for reactions shown;Lumber OOL=1.60 plate grip DOL=1.80 QED PR OFF
Gable End Details as applicable,or consult qualified building designer as per ANSIITPI 1. ���J *la NE 6 'Q
4)Gable studs spaced at 1-4-0 oc. v •7 Qi�
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. - -9200P V
6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide a
will fit between the bottom chord and any other members. .�
7)Bearing at joint(s)8,6 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify '� �
capacity of bearing surface. •
8).Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Cr
6=164,6=164. 9 4fOREGONtx mitt
<i l�'14 2\ ,'1-
MFAR10-e
RENEWAL DATE: 12-31-2021
July 28,2020
A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Neil
Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not
a Miss system.Before use,the building designer must verify the applicabity of design parameters and properly incorporate this design into the overall
building design. Bracing indicated in to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek-
is always required or stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPN Qualify Criteria,088-8a end ECM Building Component 25010ug Circle
Symbols Numbering System A General Safety Notes
PLATE LOCATION AND ORIENTATION
aj" Center plate on joint unless x,y 6-4-8 I dimensions shown In ft-In-sixteenths Failure to Follow Could Cause Property
4 offsets are indicated, I (Drawings not to scale) Damage or Personal Injury
r_I Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g.
�� Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See BCSI.
and fully embed teeth.
TOP CHORDS 2. Truss bracing must be designed by an engineer.For
IMEEMMEN= EIMIwide truss spacing,individual lateral braces themselves
Q-�'16rr may require bracing,or alternative Tor I
4 bracing should be considered.
MIEIE_ - 3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
■ /� OU 4. Provide copies of this truss design to the building
O d designer,erection supervisor,property owner and
For 4 x 2 orientation,locate I— C7-8 C6-7 C5a OF all other interested parties.
plates 0- 'rte'from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other.
edge of truss. 8 7 6 5
6. Place plates on each face of truss at each
joint and embed fully.Knots and wane at joint
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1.
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from
connector plates. THE LEFT. the environment in accord with ANSI/TPI 1.
"Plate location details available In MITek 2020 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber
NUMBERS/LETTERS. shall not exceed 19%at time of fabrication.
software or upon request.
9. Unless expressly noted,this design is not applicable for
PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber.
PLATE SIZE
ICC-ES Reports: 10.Camber is a non-structural consideration and is the
The first dimension is the plate responsibility of truss fabricator.General practice is to
4 x 4 width measured perpendicular ESR-1311,ESR-1352, ESR1988 camber for dead load deflection.
to slots.Second dimension is ER-3907, ESR-2362,ESR-1397, ESR-3282 1 11.Plate type,size,orientation and location dimensions
the length parallel to slots. • indicated are minimum plating requirements.
12.Lumber used shall be of the species and size,and
LATERAL BRACING LOCATION in all respects,equal to or better than that
specified.
/ Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13,Top chords must be sheathed or purlins provided at
by text in the bracing section of the truss unless otherwise shown. spacing indicated on design.
output. Use T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing,
if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less,if no ceiling is installed,unless otherwise noted.
section 6.3 These truss designs rely on lumber values
BEARING established by others. 15.Connections not shown are the responsibility of others.
16.Do not cut or alter truss member or plate without prior
I Indicates location where bearings approval of an engineer.
(supports)occur. Icons vary but ®2012 MiTek®All Rights Reserved b MM reaction section indicates joint 17.Install and load vertically unless indicated otherwise.
II III IIIN 1,1 number where bearings occur. 18.Use of green or treated lumber may pose unacceptable
►�
Min size shown is for crushing only. MillY
environmental,health or performance risks.Consult with
project engineer before use.
Industry Standards: 19.Review all portions of this design(front,back,words
ANSi/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone
9 Pe is not sufficient.
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing. r 20Te k .Design assumes manufacture in accordance with
BCSI: Building Component Safety Information, ANSI/IPI 1 Quality Criteria.
Guide to Good Practice for Handling, 21.The design does not take into account any dynamic
Installing&Bracing of Metal Plate or other loads other than those expressly stated.
Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.5/19/2020
15-00-00
•
A01
0
tl
/y� 1 Y
co co
0
o I 0
is L'
A04
o0 15-00-00
o \v
Client: Scott Platt
Plan : 15X28 Garage Project#
Sales : Cliff Puckett 20-CP2010
PRECISION TRUSS&LUMBER
1155U St Jammer St Site : Tigard, OR Lot :Clackamas,OR 97015
(503) 656-2983 Pitch: 6/12 Loading: 25-7-0-10
(503) 656-2647 Overhang 12" Date: 7/27/2020