HomeMy WebLinkAboutPermit File BLD-2022-0753 1211 34th Street (6) A)
MulTelk"
MiTek USA, Inc.
MiTek USA, Inc.
400 Sunrise Avenue, Suite 270
Roseville, CA 95661
Telephone 916-755-3571
lie: 2205280A
MACARTNEY GARAGE ADDITION
The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision
based on the parameters provided by Louws Truss.
Pages or sheets covered by this seal: R73797636 thru R73797638
My license renewal date for the state of Washington is January 2,2023.
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the project iau�d gei°ier,4�l cornjrAu1,3riiae wilt h the informat'Jicri iniClUded iin
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December 6,20
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Hernandez, Marcos
IMPORTANT NOTE:The seal on these truss com �µ
ponent designs is a certification
that the engineer named is licensed in the jurisdiction(s)identified and that the T
JK
designs comply with ANSI/TPI 1. These designs are based upon parameters
C 0
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 desigins 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 ANSUTPI 1,Chapter 2.
Job Truss Truss Type Qty Ply MACARTNEY GARAGE ADDITION
R73797636
2205280A GE01 GABLE 1 1
Job Reference(optional)
Louws Truss,Inc, Ferndale,WA-98248, 8.530 s Aug 11 2022 MiTek Industries,Inc. Tue Dec 6 15:42:12 2022 Page 1
ID:XkRQzuyVnMsOMGSS_2b6STyPrvT-GNrfHWchAihlGmCo6y2S9CtrORvlf1 sire?dEOyBeT9
11-0-0 22-0-0
11-0-0 11-0-0
3x4 Scale=1:42.1
9
8 10
11
7.00 12 7
6 12
5 13
Qc 4
32 2-0-0 14 33
3 15
2 16
1 17
v i
r c
I
CD 0
3x4✓ 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4
5x5
22-0-0
22-0-0
Plate Offsets(X,Y)-- [9:0-2-0,Edge],[27:0-2-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195
TCDL 16.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 17 n/a n/a
BCDL 8.0 Code IRC2018/TP12014 Matrix-SH Weight:118 lb FT=10%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 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.
OTHERS 2x4 DF No.2
REACTIONS. All bearings 22-0-0.
(lb)- Max Horz 1=-103(LC 8)
Max Uplift All uplift 100 lb or less at joint(s)1,26,27,28,29,30,31,23,22,21,20,19,18
Max Grav All reactions 250 lb or less at joint(s)1,17,25,26,27,28,29,30,31,24,23,22,21,20,19,
18
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;VuIt=110mph(3-second gust)Vasd=87mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.11;Exp B;Enclosed;
MWFRS(envelope)gable end zone and C-C Corner(3E)0-6-1 to 4-1-4,Exterior(2N)4-1-4 to 11-0-0,Corner(3R)11-0-0 to 14-9-12,
Exterior(2N)14-9-12 to 21-5-15 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/TPI 1.
4)All plates are 1.5x4 MT20 unless otherwise indicated.
5)Plates checked for a plus or minus 15 degree rotation about its center.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 1-4-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10
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
will fit between the bottom chord and any other members,with BCDL=8.Opsf.
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,26,27,28,29,
30,31,23,22,21,20,19,18.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
96319
��4s �—GIs StONAL
I December 6,20,22
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE MII-7473 rev.5/19/2020 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 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 and 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 trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,IInc.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270
Roseville CA 95661
Job Truss Truss Type Qty Ply MACARTNEY GARAGE ADDITION
R73797637
2205280A T01 Common 9 1
Job Reference(optional)
Louws Truss,Inc, Ferndale,WA-98248, 8.530 s Aug 11 2022 MiTek Industries,Inc. Tue Dec 6 15:42:14 2022 Page 1
ID:XkRQzuyVnMsOMGS5_2b6STyPrvT-CmzQhCdxiJxTV4MBEN4wEdy5GFUN7gGMJyUkJuyBeT7
6-0-4 11-0-0 15-11-12 22-0-0
6-0-4 4-11-12 4-11-12 6-0-4
4x4 Scale=1:41.6
3
7.00 12
9 10
4x4 4x4
2 4
1 5
6 =o
3x4 3x4 0
8 7 6
1.5x4 5x8 1.5x4
2-0-0 2-?-12 11-0-0 19-9-4 20-9-0 22-0-0
2-0-0 0- - 2 8-9-4 8-9-4 0- - 2 2-0-0
Plate Offsets(X,Y)-- [1:0-2-12,0-1-8],[2:0-1-12,0-2-0],[4:0-1-12,0-2-0],[5:0-0-4,0-1-8],[6:0-4-15,0-1-4],[7:0-4-0,0-3-0],[8:0-0-1,0-0-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.09 6-7 >999 240 MT20 220/195
TCDL 16.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.16 6-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 6 n/a n/a
BCDL 8.0 Code IRC2018/TP12014 Matrix-SH Weight:100 lb FT=10%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 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 6-0-0 oc bracing.
WEBS 2x4 DF No.2
REACTIONS. (size) 8=0-5-8,6=0-5-8
Max Horz 8=-103(LC 10)
Max Uplift 8=-88(LC 12),6=-88(LC 13)
Max Grav 8=1029(LC 1),6=1029(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-876/100,3-4=-876/100
BOT CHORD 7-8=-113/862,6-7=-44/862
WEBS 3-7=-28/412,4-7=-280/124,2-7=-280/124,2-8=-1169/189,4-6=-1169/189
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;VuIt=110mph(3-second gust)Vasd=87mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.11;Exp B;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2E)0-6-1 to 4-1-4,Interior(1)4-1-4 to 11-0-0,Exterior(2R)11-0-0 to 14-7-3,
Interior(1)14-7-3 to 21-5-15 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)Plates checked for a plus or minus 15 degree rotation about its center.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*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.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,6. 10
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
93
December 6,2022
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE MII-7473 rev.5/19/2020 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 truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"'
g g� p g y� p ry p g
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 ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270
Roseville,CA 95661
Job Truss Truss Type Qty Ply MACARTNEY GARAGE ADDITION
R73797638
2205280A T01A COMMON GIRDER 1
Job Reference(optional)
Louws Truss,Inc, Ferndale,WA-98248, 8.530 s Aug 11 2022 MiTek Industries,Inc. Tue Dec 6 15:42:15 2022 Page 1
I D:XkRQzuyVnMsOMGSS_2b6STyPrvT-gyXovYeZSd3K7EwNn4b9ngVJnfsYsK2WXcEIrLyBeT6
6-0-4 11-0-0 15-11-12 22-0-0
6-0-4 4-11-12 4-11-12 6-0-4
4x4 polint(load'tiroirn 6x 10 Hdge on Ifhairngeir
Scale=1:41.6
1,11 937 IIIII
S IL.....'1210 II III
3 l tll......11......970 Illh
total)(load 2150 Illh
7.00 12
9 10
4x4 i 4x4
2 4
1 5
6 =o
3x4 3x4 0
8 7 6
3x4 6x16 3x4-�
2-0-0 2-?-12 11-0-0 19-9-4 20-9-0 22-0-0
2-0-0 0- - 2 8-9-4 8-9-4 0- - 2 2-0-0
Plate Offsets(X,Y)-- [1:0-2-12,0-1-8],[5:0-0-4,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.05 6-7 >999 240 MT20 220/195
TCDL 16.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.09 6-7 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) 0.03 6 n/a n/a
BCDL 8.0 Code IRC2018/TP12014 Matrix-SH Weight:232 lb FT=10%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.2 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.
WEBS 2x4 DF No.2*Except*
3-7:2x12 DF SS
REACTIONS. (size) 8=0-5-8,6=0-5-8
Max Horz 8=103(LC 11)
Max Uplift 8=-239(LC 12),6=-239(LC 13)
Max Grav 8=2279(LC 1),6=2279(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-254/100,2-3=-2989/355,3-4=-2989/355,4-5=-254/100
BOT CHORD 7-8=-298/2395,6-7=-229/2395
WEBS 4-7=-58/295,2-7=-58/295,2-8=-3067/390,4-6=-3067/390
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x12-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-16;VuIt=110mph(3-second gust)Vasd=87mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.11;Exp B;Enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2E)0-6-1 to 4-1-4,Interior(1)4-1-4 to 11-0-0,Exterior(2R)11-0-0 to 14-7-3, ON10
Interior(1)14-7-3 to 21-5-15 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 WAS
5)Plates checked for a plus or minus 15 degree rotation about its center. •®•
6 This truss has been designed for a 10.0 sf bottom chord live load nonconcurrent with an other live loads.
g p y r
7)*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 b'
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
8=239,6=239. Yd
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and 939
referenced standard ANSI/TPI 1. 'w." 0
10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2500 lb down and 303 lb up at
11-0-0 on top chord. The design/selection of such connection device(s)Is the responsibility of others. NAL
LOAD CASE(S) Standard December 6,2022
I IIIIII
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE MII-7473 rev.5/19/2020 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 truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"'
g g� p g y� p ry p g
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 ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270
Roseville,CA 95661
Job Truss Truss Type Qty Ply MACARTNEY GARAGE ADDITION
R73797638
2205280A T01A COMMON GIRDER 1
Job Reference(optional)
Louws Truss,Inc, Ferndale,WA-98248, 8.530 s Aug 11 2022 MiTek Industries,Inc. Tue Dec 6 15:42:15 2022 Page 2
I D:XkRQzuyVnMsOMGS5_2b6STyPrvT-gyXovYeZSd3K7EwNn4b9ngVJnfsYsK2WXcEIrLyBeT6
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:1-3=-82,3-5=-82,1-5=-16
Concentrated Loads(lb)
Vert:3=-2500(F)
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE MII-7473 rev.5/19/2020 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 truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"'
g g� p g y� p ry p g
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 ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270
Roseville,CA 95661
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