Report ►►�ST2n7r�_ ao2'37
isu i at/ 06tinuhc. v'
I
MiTek USA, Inc.
250 Klug Circle
Corona, CA 92880
951-245-9525
Re: 20-0T1848 RECEt7-D
19x14 Patio JUL 2 8 2020
I_,U !. 01\;1'31()A OFFICE COPY
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: K7994121 thru K7994130
My license renewal date for the state of Oregon is December 31,2021.
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July 9,2020
Baxter,David
that - -- ._._.. -...__._
a....;....�-^••�• ••�+�4N 1.SUTPI These designs are based upon parameters
------ - -^3 design codes),which were
preparation of theses desinne M;Tpi-..r TRFY^^`--•• •: - - ----w.•.....;a...+u.-.
-'
Job Truss Truss Type City Ply 19x14 Patio _...
K7994121
20-071888 A01 California Girder 1 1
Job Reference(optional)
Precision Truss 8 Lumber,Inc., CLACKAMAS,OR-97015, 8.330 a May 6 2020 MiTek Industries,Inc. Thu Jul 9 12:20:00 2020 Page 1
ID:h12aR8371 kSnfmshTNvKjAyzoc5-gtEZFhErxv4e?A7XgOr1ZrT?DJabQY_CZa61 mtyzoYz
-1-6-0 3-10-15 7-4-0 7l0- 11-1-13 11 15-I-1 19-0-0 20-6-0
1-6-0 3-10-15 3-5-10-6-3 3-3-10l}fr3' 3-5-1 3-10-15 1-6-0
Scale=1''36.4
4x9 - 4x8 M18SHS =
4.00 12 4 1�� 13 �rl
i
zc3 � mall 2x3
3 6 14
12 r @ J
11 15 ill
7
o 2 to
Q 0 6
a Ia
imi 10 16 17 18
3x8 = 3x7 =
3x8 = 3x4 =
7-4-0 11-8-0 19-00
I 7-4-0 4-4-0 r 7-4-0
Plate Offsets(X,Y)- 14:0-0 9,0.1-121,[5:0-2 8,0-2-i1 f7:0-0.10,Edge1 _
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (oc) I/defl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.20 9-10 >999 240 MT20 185/148
TCDL 10.0 Lumber DOL 1.15 BC 0.98 Vert(CT) -0.36 2-10 >618 180 M18SHS 185/148
BCLL 0.0 ' Rep Stress Ina NO WB 0.19 Horz(CT) 0.10 7 n/a n/a
BCDL 1D.0 Code IRC2015/TP12014 Matrix-R Weight:78 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc pudins,except
BOT CHORD 2x4 OF No.1&Btr 2-0-0 oc puffins(2-1-8 max.):4-5.
WEBS 2x4 HF Std BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing.
REACTIONS. (size) 2=0-5-8,7=05-8
Max Horz 2=65(LC 12)
Max Uplift 2=677(LC 8),7=-659(LC 9)
Max Gray 2=2059(LC 22),7=2014(LC 21)
FORCES. (Ib)-Max.Comp./Max.Ten.-At forces 250(Ib)or less except when shown.
TOP CHORD 2-3=5065/1730,3-4=-5080/1746,4-5=-4831/1687,5-6=-4928/1675,6 7=-4946/1675
BOT CHORD 2-10•-1572/4793,9-10=152014671,7-9=-1518/4632
WEBS 3-10=117/260,4-10=0/346,5-10=-114/327,5-9=0/410,6-9=-103/257
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wlnd:ASCE 7-10;Vult=120mph(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)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-1-11,Exterior(2)7-1-11 to 15-8-5,
Interior(1)15-8-5 to 20-6-0 zone;cantilever lett and right exposed;end vcrll,-" ^ "-" '"-' 0 """ °
MWFRS for reactions shown;Lumber DOL=1.60 plate o-'- °' -
3)Provide adequate drainage to prevent water ponding. J�
4)All plates are MT20 plates unless otherwise indicated. ' tP s 6 o 1,
5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �d'1 `+•� 4T L+\
6).This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fl7ii F a.•��
wil Fit between the bottom chord and any other members. 1 4 41- _ ,
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 677 lb uplift at joint 2 and 659 lb uplift at AZ4 r - .°:
joint 7. ( Lf6 �_ ®.,
8)Girder carries hip end with 7-11-4 end setback. - - h -- __.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)838 lb down and 393 lb up at n � —+•+'ry
11-5-6,and 838 lb down and 393 lb up at 7-1-11 on top chord. The design/selection of such connection device(s)is the �"Ns
P@
responsibility of others. '1 7 {4f]`M1 ] / :.a::
11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .
LOAD CASE(S) Standard j- e
1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 a 40 =4..‘,..,-_-.....
Uniform Loads(plf) �5
Vert 1-4=-70,4-5=166,5-8=70,2-7=47(F.r-27) kr d9-=T7•r '@'.. i:".. • ?' is
July 9,2020
Rflontiru IPri on Dane 2
A WARNING-Verify design parameters and READ NOTES ON THIS NA INCLUDED/MENINCLUDED/MEN REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE
Design valid for use only with RMTek®connectors.This design is based only upon parameters shown,and is loran individual building component,not
a truss system.Before use,the balding designer must verily 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 andior chord members only_Additional temporary and permanent bracing
is always required for stability and to prevent colapse with possible personal injury and properly damage. For general guidance regarding the
Fabrication,storage,delivery,erection and bracing of busses and truss systems,see ANSMrP11 Quality Crftvia,DS8-U and fC5/auadrrg Componeol 250 Klug Circle
Safety lnfo mason available from Truss Plate Insftule,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92890
[Job Truss Truss Type Qly Ply 19x14 Patio
87994121
120-OT1846 A01 California Girder 1 1
Job Reference(optional)
Precision Truss&Lumber,Inc_, CLACKAMAS,OR-97015, 8.330 s May 6 2020 MiTek Industries,Inc_ Thu Jul 912:20:00 2020 Page 2
ID:h12aR8371 kSnfmshTNvKjAyzoc5-gtEZFhErxv4e?A7XgOr1 ZrT?DJabQY_CZa61mtyzoYz
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert 4-596 5=-596
1 I
A WARNING-Veiny desipr parameters and READ NOTES ON THIS AND INCLUOED MITE(REFERENCE PAGE MI1-7473 rev.5/192020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a buss system.Before use,the budding designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only_Addtian/temporary and permanent bracing !I.'(—'
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 bravrg of busses and buss systems,see ANSVIPfr Quality Criteria,DSB-89 and BCC/Binding Component 250 Klug Circle
Safety/nlomratian available horn Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf.MO 20601 Corona,CA 92880
Job Truss Truss Type Qty Ply 19x14 Patio
K7994122
20-0T1848 A02 Common 3 1
1 Job Reference(optional)
Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8 330 s May 6 2020 MTek Industries,Inc. Thu Jul 912:20:03 2020 Pagel
ID:h12aR8371 kSnfmshTNvKjAyzoc5-5SvhljGjEgSCser6VXOkBU 5gaWfAduceFYKh NCyzoYw
-186-0 5-1-14 9&0 13-10-2 19-0-0 20-6--0
1-8-0 5-1-14 4-0-2 4-0-2 5-1-14 1-6-0
Scale=1:35.3
4x4 =
4
4.00 12
y3 C 10 11 2x3
3 5
rh
12
9
6
2 4)i 7 Io
3x4 = 3x4 =
3x8 =
9-6-0 I9-6-0 I 1980
Plate Offsets(X,Y)— [2:0-1-14,Edgel,l6:0-1-14,Edge1 -. _
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (bc) Ude& lid PLATES GRIP
TCLL 25.0 Plate Grip DOT 1.15 TC 0.31 Vert(LL) -0.13 6-8 >999 240 MT20 185/148
TCDL 10.0 Lumber DOL 1.15 BC 0.73 Vert(CT) -0.28 6-8 >794 180
BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(CT) 0.04 6 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:72 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc pudins.
BOT CHORD 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 HF Std
REACTIONS. (size) 2=0-5-8,6=0-58
Max Horz 2=-70(LC 13)
Max Uplift 2=-277(LC 8),6=277(LC 9)
Max Gray 2=955(LC 1),6=955(LC 1)
FORCES. (lb)-Max.CompfMax.Ten.-All futtzs 250(lb)or less except when shown.
TOP CHORD 2-3=1847/419,3-4=1385/267,4-5=-1385/267,55=1847/420
BOT CHORD 2-8=379/1693,6-B=325/1693
WEBS 4-8z8/531,5-8=494/258,3-8=-494/257
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=6.0psf;h=25ft;Cat.II;Exp C;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-6-0,Exterior(2)9-6-0 to 12-6-0,
Interior(1)12-6-0 to 20-6-0 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)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. • .-e m—is f c , _ 1
l Y . `0.
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 tall by 2-0-0 wide 0 . i `tom,
wilt lit between the bottom chord and any other members. r/a' .''' 1
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 277 lb uplift at joint 2 and 277 lb uplift at F- �Jp ` o
joint 6. y(( }� //��rr]�- * �
.=-,-,......l. --1.4-2.,.. - il, ff„:„.4:---
_'-.ems
July 9,2020
,. .7
A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.5192020 BEFORE USE.
Design valid for use only with MITeke connectors-This design is based only upon parameters shown,and Is for an individual building component,not
a buss system.Before use,the Sliding designer must verify the applicability of design parameters and properly incorporate this design into the overall ��I,`
building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing lirJs
is always required for stability end to prevent collapse valh possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,median and bracing or trusses and buss systems,see ANSHIPII Qualify Canada,DSB-89 and SCSI Budding Component 250 King Circle
Safetylnbmradon available from Truss Plata Insbhrte,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880
Job Truss Truss Type Qty Pty 19x14 Patio
K7994123
20-0T1848 JA01 Jack-Open 2 1
Job Reference(optional)
Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.330 s May 6 2020 MiTek Industries,Inc. Thu Jul 9 12:20:04 2020 Page 1
ID:h 12aR8371 kSnfmshTNvigAyzoc5-ZfT343H L77a3UnQ13EwzjhetowONMPzoUC4EveyzoYv
-1-6-0 { 1-10-3
1-8-0 1-10-3
Scale=1:18.2
4.0D 12
5 3
2
/� to
1
4
3x4 =
7-11-4
7-11-4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Lid PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.20 2-4 >476 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.67 Vert(CT) -0.39 2-4 >238 180
BCLL 0.0 a Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Weight:16 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc pudins.
DOT CHORD 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical
Max Horz 2=56(LC 8)
Max Uplift 3=-15(LC 12),2—96(LC 8)
Max Gray 3=16(LC 1),2=296(LC 1),4=157(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=120mph(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)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 1-10-1 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
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*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
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 3 and 96 lb uplift at
pint 2-
f 5
- I
,-�
July 9,2020
A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI[REFERENCE PAGE MII-7473 rev.509/2020 BEFORE USE
Design valid for use only aSlh MiTek®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 property 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
is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems.see ANSIITP/1 Quality Cdteda,DSB-89 and BCSI Bedding Component 250 Klug Circle
S8fety InkNmadon available born Truss Plate InstiWte,2670 Crain Highway.Stile 203 Waldorf.MO 20601 Corona,CA 92880
Job 'Truss Truss Type Oly Ply 19x14 Patio
K7994124
20-0T1848 JA02 Jack-Open 2 1
Job Reference(optional)
Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.330 s May 8 2020 MTek Industries,Inc Thu Jul 912:20:05 2020 Page 1
ID:h12aR8371 kSnfmshTNvKjAyzoc5-1 rl SI PlzmR w6x?UcyRCGvA22KN85rDxispoS5yzoYu
-1-6-0 3-10-3
1-6-0 3-10-3
Scale=1:17.9
3 -J
4.00 12 N
V
v 6
v� 2
5 I 1
4
3x4 =
7-11-4
7-11-4
LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (bc) I/deli Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.18 24 >512 240 MT20 220/195
TCDL 10.0 LumberDOL 1.15 BC 0.64 Vert(CT) -0.36 24 >256 180
BCLL 0.0 * Rep Stress Inch YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code IRC2015fTP12014 Matrix-P Weight:19 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc puffins.
BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical
Max Horz 2=85(LC 8)
Max Uplift 3=-61(LC 12),2=-119(LC 8)
Max Gray 3r95(LC 1),2=351(LC 1),4=153(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vultr120mph(3-second gust)Vasd=95mph;TCDL=4,2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-9-7 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
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*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
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 3 and 119 lb uplift at
joint 2.
6
.=9200
•III.-;. sue=
a
July 9,2020
ti 1
A WARNING-Verify design parameters all READ NOTES ON THIS AND INCLUDED INTO(REFERENCE PAGE MI1-7473 rev.5/19/2020 BEFORE USE
Design valid for use only with Wake connectors.This design is based only upon parameters shown,and is for an indMdual lighting component,not11111
a truss system.Before use,the lidding designer must verily the applicability of design parameters and properly incorporate this design ado the overall
building design. Bracing indicated is to prevent buckling of'maraud buss web andlor chord members only.Arkliorral temporary end permanent bracing
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 busses and buss systems,see ANS!/TPN Quality Criteria,DSO-89 and SCSI Building Component 250 Kkg Circle
Safely lnfornudon available from Tess Plate Institute,2670 Gain Highway,Sutte 203 Waldort,MD 20601 Corona,CA 92880
Job Truss Truss Type Qty Ply 19x14 Patio
K7994125
20-OT1648 JA03 Jack-Open 2 1
Job Reference(optional)
Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.330 s May 6 2020 MiTek Industries,Inc. Thu Jul 912:20:09 2020 Page 1
ID:h12aR8371 kSnfmshTNvKjAyzoc5-vcHy7mLUggDMaZJFrnV8QILfQxk41fCXdUn?bsyzoYq
-1-6-0 I 5-10-3
1-5-0 5-10-3
Scale=1:17.7
3
400 12
5
2 to
1
4
3x4
7-11-4
7-11-4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udetl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.18 2-0 >512 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT) -0.36 2-4 >256 180
BCLL 0.0 . Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a rile
BCDL 10.0 Code IRC20151TP12014 Matrix-P Weight:21 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc puffins.
BOT CHORD 2x4 DF No.2 ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical
Max Horz 2=115(LC 8)
Max Uplift 3=107(LC 12),2 -142(LC 8)
Max Gray 3=176(LC 1),2 411(LC 1),4=153(LC 3)
FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL�.Opsf;h=25ft;Cat.II;Exp C;Enclosed;
MINERS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5-9-7 zone;cantilever left and right
exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOLa1.60 plate
grip DOL=1.60
2)Thls truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'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
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 3 and 142 lb uplift at
Joint 2.
het; IS
- Vc./rc wP,-
xtpe
1- LOA.-;a NIT
July 9,2020
t
A WARNING-Verify design parameters and REM NOTES ON THIS AND INCLUDED MITE%REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE.
Design valid for use only with MTea®connectors.This design is based only upon parameters shown,and is for en individual building component,not111
a truss system.Before use,the budding designer must verify the applicabiMy of design parameters and properly incorporate this design into the overall
building design. Bracing ildicated is to prevent buckling of individual buss web andor chord members only.Additional temporary and permanent bracing
is always required for sbbaily and to prevent collapse with possible personal injury and properly damage_ Far general guidance regarding the
fabrication,storage,delivery.erection and bracing of busses and buss systems,see ANSU7PI1 MuafllyCdteda,DSB-89 and GCS!Building Component 250 81ug Cirde
Safety lntonnadon available horn Truss Plate mstiUute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Carona,CA 92880
Job Truss �Tmss Type Qty Ply 19x14 Patio
K7994126
20-OT1848 JA04 Jack-Open 2 1
Jab Reference(optional) •
Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.330 s May 6 2020 MiTek Industries,Inc. Thu Jul 9 12:20:12 2020 Page 1
ID:h12aR8371kSnfmshTNvKjAyzoc5-KBy5moNM7bbxR01 gXw3r2Nz478mmE0yzJS0gCByzoYn
-1-8-0 7-10-3
1-8-0 7-10-3
Scale=1:17.5
3
7
4.00 12
.2 6
Si
5
2
-M m
05
' 1 o
4
3x4 =
7-11-4
7-11-4
LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (loc) Odell Lid PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.18 2-4 >512 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT) -0.36 2-4 >256 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code IRC20151TP12014 Matrix-P Weight:24 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2w0-5-8,4wMechanical
Max Horz 2=144(LC 8)
Max Uplift 3=-145(LC 6),2=169(LC 8)
Max Gray 3=251(LC 1),2=476(LC 1),4=153(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wnd:ASCE 7-10;Vult=120mph(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)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-9-7 zone;cantilever left and right
exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*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
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 145 lb uplift at joint 3 and 169 lb uplift at
joint 2.
I� 3
s S
ieo-----
4 920 y F ,
Eno .we 3
�y s
`E1d.--'AL:IA. —. :.-,y;Pr :- .
July 9,2020
1
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCt.LK1ED MITER REFERENCE PAGE M6-7473 rev.5n912020 BEFORE USE
Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for an indiitluel building component,notIN
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual buss web and/or Thad members only-Additional temporary and permanent bracing
is always required far stability end to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fabrication,storage,delivery,erection end bracing of trusses and buss systems,see ANSMWia Quality Crnelfa,DSB-89 and BCSI Building Component 250 Kkg Circle
Safetyhrfonnalion eveieble from Truss Plate Institute,2670 Crain Highway,Sole 203 Waldorf.MI)20601 Conine,CA 92880
Job Truss Truss Type Qty Ply 19x14 Patio
K7994127
20-0T1848 JA05 Jack-Open 1 1
_ Job Reference(optional)
Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.330 s May 6 2020 MTek Industries,Inc. Thu Jul 9 12:20:15 2020 Page 1
ID:h12aR8371 kSnfmshTNvKjAyzoc5-kmeEOgPFPWzVJUmPC2cYg0bbZMnTRNiP?QEKoWyzoYk
-16-0 7-11-4 l 9-4-3
16-0 7-11-4 1-0-15
Scale=120.7
4 0 n
3 1 16
I 4.W 12 B �(
7
m
`,?1, or do
6
2
1 1Ai
�
,/
3x4 = 5
7-11-4
7-11-4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft lid PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.18 2-5 >512 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT) -0.36 2-5 >256 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.DO 4 nla rile
BCDL 10.0 Code IRC20157TPI2014 Matrix-P Weight:26 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8.
(Ib)- Max Horz 2=167(LC 8)
Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-165(LC 8),3=-177(LC 8)
Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=483(LC 1),3=304(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=120mph(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 Extertor(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-3-7 zone;cantilever left end 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
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'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
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)
2=165,3=177. Iy- 6
7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. -EA nRR :1
. ' � ego. .� a, v
—,...- 1. s
July 9,2020
t 1
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED UTEC REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE
Design valid for use only Mir MTek0e connectors_This design is based only upon parameters shown,and is for an individual bulling component,notIII
a truss system Before use,the buildeg designer crust verify the applicability of design parameters and properly incorporate this design into the overall
building design_ Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing
is always required for stability and to prevent ooltapse with possible personal injury and properly damage. For general guidance regarding the
fabrication.storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TP/r Quality Criteria.DEB-89 add SCSI Building Component 250 Klug Circle
Safelylnhtmmadon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92980
_- -...
Job Truss Truss Type City Ply 19x14 Patio K7994128
, 20-0T1848 JAS01 Jack-Open 2 1 Job Reference(optional)
Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.330 s May 6 2020 MiTek Industries,Inc. Thu Jul 9 12:20:19 2020 Page 1
lO:h12aR8371 kSnfmshTNVKjAyzoc5-dXtkEBSITkTxn54ARuhUgslR?zitNBh?w1 CXxHyzoYg
-1-6-0 1-10-3
1-6-0 1-10-3
Scale=1:7.5
5 3
4.00 12
2
1 K m
of
0
1
4
3x4 =
1-11-4
1-11-4
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ltd PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 2 >999 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 2-4 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 1D.0 Code IRC2015/TPI2014 Matrix-P Weight:8 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins.
BOT CHORD 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical
Max Horz 2=56(LC 8)
Max Uplift 3-15(LC 12),2-132(LC 8)
Max Gray 3=16(LC 1),2-236(LC 1),4=38(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=l2omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;CaL II;Exp C;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 1-10-1 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
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)*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
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)
2=132.
a 1 Al
,i >.1
3
el
ate ra
rc . .AL:aK--,.....: 17f5. .
July 9,2020
, 7
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MItEK REFERENCE PAGE MI1-7473 rev.5/192020 BEFORE USE
Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is loran individual building component,notRil
a lass system.Before use.the building designer must verity the appicaNlity of design parameters and properly incorporate this design into the overall
budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary end permanent bracing
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fabrication,storage.delivery.erection and bracing of busses and buss systems,see ANSLTPly quality Criteria,DSH-89 and SCSI ls,rlldl g Component 250 Klug Circle
SOW IfrIo nation available from Truss Plate Institute.2670 Crain Highway,Duke 203 Waldorf,MD 20601 Corona,CA 92880
Job Truss Truss Type City Ply 19x14 Patio
K7994129
20-0T1848 JAS02 Jack-Open 2 1
Job Reference(optional)
Precision Truss&Lumber,Inc, CLACKAMAS,OR-97015, 8.330 s May 6 2020 MTek Industries,Inc. Thu Jul 9 12:20:22 2020 Page 1
ID_h12aR8371 kSnfmshTNvKjAyzoc5-16ZtsDVemfsWeYol60EBSUNyyAJaaYQRc?RBYcyzoYd
-1-6-0 1-11-4 3-10-3
1-0-0 1-11-4 1-10-15
Scale=1:11.0
3 c
d,
4.00 12
6
uj e
r
1 N
at
2 ,
5 ��
1
3x4 = 4
I 1-11-4
1-11-4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in goc) I/dell L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 2 >999 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 2-4 >999 180
BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code IRC20151TPI2014 Matrix-P Weight:10 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins.
BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical
Max Horz 2=85(LC 8)
Max Uplift 3=-07(LC 12),2=143(LC 8)
Max Gray 3=109(LC 1),2=280(LC 1),4=38(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
'I)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95rnph;TCDL=4.2pst;BCDL=6.opsf;h=258;Cat.II;Exp C;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-9-7 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
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•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
will fR between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=1b)
2=143.
yr vEE l
1
far
;gam
July 9,2020
d
A WARMNG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47473 rev.&19r2020 BEFORE USE.
Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual buikling component,not
a buss system.Before use,the building designer must verify the applicabiliy of design parameters and plvpery incorporate this design into the overall
budding design. Bracing indicated is to prevent budding of individual Inns web and/or chord rrwnbers only.Additional temporary and permanent bracing
is always required for stability and 10 prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery.erection and bracing of busses and truss systems,see Ak151/rm Quality Ctteda,DSB-89 and BCSI Beading Component 250 Klug Circe
Safety/ntormadan available from Truss Plate Institute.2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880
Job Truss Truss Type .--- Oty Ply 19x14 Patio
K7994130
' 20-0T1848 JAS03 Jack-Open 2 1
Job Reference(optional)
Precision Truss&Lumber,Inc., CLACKAMAS,OR-97015, 8.330 s May 6 2020 MTek Industries,Inc. Thu Jul 912:2025 2020 Page 1
ID:h12aR8371 kSnfmshTNvKjAyzoc5-RhEOUFXW3aE5VOXKneou47?NPOLHnuAuJzfs9wyzoYa
-1-6-0 1-11-4 5-163
1-6-0 1-11-4 3-10-15
Scale=1:14.6
11
3 � Id
4.00 12
el
ri tel
5
2
384 - 4
1-11-4
1-11-4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) I/defl Ud PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.00 2 >999 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 2-4 >999 160
BCLL 0.0 ' Rep Stress Inc; YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code IRC2015/TP12014 Matrix-P Weight:13 lb FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc puriins.
BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical
Max Horz 2=115(LC 8)
Max Uplift 3=-111(LC 12),2=168(LC 8)
Max Gray 3=186(LC 1),2=342(LC 1),4=38(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wlnd:ASCE 7-10;Vult=120mph(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)-1-8-0 to 1-6-0,Interior(1)1-6-0 to 5-9-7 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
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'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
will fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=Ib)
3=111,2=168.
4
l
f-Y A -
'1r f -');C
92OOp , '.
July 9,2020
A WARNING-Verily design pranelers and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE sal-7473 rev.5/19/20 0 BEFORE USE.
Design valid for use only with MiTek®connectors_This design is based only upon parameters shown,and is for an individual[Melding component not
a buss system_Before use,the building designer must verify the applicability of design parameters and pi utrny incorporate this design Into the overall
building design_ Bracing indicated is to prevent budding of individual buss web and/or chord members only.Additional temporary and permanent bracing L-
is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the
fabricetian,storage,delivery.eredion and bracing of trusses and buss systems,see AMSVTPIl Quality Cifteda,12.513-a9 and SCSI Building Component 250 Kkg Cede
Safety lnformatlor available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880
Symbols y Numbering System I A General Safety Notes
PLATE LOCATION AND ORIENTATION
6- - dimensions shown In ft-In-ssixteenths Failure to Follow Could Cause Property
1 1/4" Center plate on joint unless x,y 48 P �Y
offsets are indicated. (Drawings not to scale) Damage or Personal Injury
ME= Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g.
li qk 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
rr wide truss spacing,individual lateral braces themselves
0- 1614111ILIM1141111 may require bracing,or alternative Tor I
4 bracing should be considered.
0 3. Never exceed the design loading shown and never
_ = p stack materials on inadequately braced trusses.
111.11,11110,
a IY
U 4. Provide copies of this truss design to the building
designer,erection supervisor,property owner and
For 4 x 2 orientation,locate co.a co-i co-e OF all other interested parties.
BOTTOM CHORDS
plates 0- 1'+d'from outside 5. Cut members to bear lightly against each other.
edge of truss. 8 7 6 5
6. Place plates on each face of trues 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 20/20 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, ES R1988 camber for dead load deflection.
to slots.Second dimension is ER-3907,ESR-2382, ESR-1397, ESR-3282 11.Plate type,size,orientation and location dimensions
the length parallel to slots. Indicated are minimum plating requirements.
LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and
in all respects,equal to or better than that
specified.
i i 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.
w., 16.Do not cut or alter truss member or plate without prior
Indicates location where bearings approval of an engineer.
(supports)occur. Icons vary but ®2012 MiTek®All Rights Reserved 17.Install and load vertically unless indicated otherwise.
reaction section indicates joint
® number where bearings occur. --.— 18.Use of green or treated lumber may pose unacceptable
Min size shown is for crushing only. '-----�� a environmental,health or performance risks.Consult with
r u�.I r project engineer before use.
Industry Standards: - �f 1 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 P N is not sufficient.
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing. w Ii ' +� ' 20.Design assumes manufacture In accordance with
BCSI: Building Component Safety Information, i r`�' ANSI/TPI 1 Quality Criteria.
Guide to Good Practice for Handling, E 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