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Plans (106) t 1-ks Sti, c -\ ST • - MiTèk MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 21014 21014 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: K4738226 thru K4738229 My license renewal date for the state of Oregon is December 31,2019. 5 \yGl N<; 311 89200PE r �yG OREGON\tx 4ti� 4 l /O 14 'L * AIPPreed.; June 7,2018 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 21014 K4738226 21014 Al COMMON 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Jun 7 14:20:41 2018 Page 1 ID:ve3tCvukibhnMAZBAX_DXuz8f0D-uTzbKwnzEwztE Wry2aKSReopp9c3XvOKBF WKgZzBetq I -1-6-0 I 5-7-2 I 10-6-8 I 15-5-14 I 21-1-0 I 22-7-0 1-6-0 5-7-2 4-11-6 4-11-6 5-7-2 1-6-0 Scale=1:38.6 4x6 = 4 5.00 12 19 20 1.5x4 \\18 21 1.5x4 1/ 3 5 N V 17 22 6 27 Id 3 / " ISI u a 10 9 8 -..- 3x4 3x4 = 3x4= 3x4= 3x4= 3x4 = I 7-2-15 1 13-10-1 I 21-1-0 I 7-2-15 6-7-2 7-2-15 Plate Offsets(X,Y)-- f2:0-0-10,Edgel,[6:0-0-10,Edaej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0,06 10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.19 8-13 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.25 Horz(CT) 0.05 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:86 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G REACTIONS. (lb/size) 6=982/0-5-8,2=982/0-5-8 Max Horz 2=-97(LC 15) Max Uplift 6=-244(LC 15),2=-244(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1736/382,3-4=-1545/355,4-5=-1545/355,5-6=-1736/382 BOT CHORD 2-10=-362/1569,8-10=149/1052,6-8=-285/1569 WEBS 4-8=-130/576,5-8=-397/226,4-10=-129/576,3-10=-397/226 NOTES- 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 10-6-8,Exterior(2)10-6-8 to 13-6-8 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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs `�``D PR QFC non-concurrent with other live loads. ` G PRO4-, c 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� GENE n sp 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 N will fit between the bottom chord and any other members. �, 2-Y..... 9 7)AA plate rating reduction of 20%has been applied for the green lumber members. r� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) 89 GOOF E 6=244,ss s. 9)Thisistruss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum lifillOF/IS....1.:*.Z---"--,. sheetrock be applied directly to the bottom chord. 4i OREGON�� l(,ct- SO Y14, 2. e FRR10- EXPIRES: 12-31-2019 June 7,2018 1 ...,— A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. MN 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 'YAi K�r ` 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 ANSIITPt1 Quality Criteria,135B-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21014 K4738227 21014 Al-GE GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Jun 7 14:20:42 2018 Page 1 I D:ve3tCvukibhnMAZ8AX_DXuz8f0D-MfX_YGoc?D5krfQ8clsh_rL0aZ0fGP5TQvFtD?z8etp 1 -1-6-0 I 10-6-8 i 21-1-0 I 22-7-0 1-6-0 10-6-8 10-6-8 1-6-0 ' Scale=1:38.6 4x4 = 9 e N. II1I 113312il 1415 F II 8 11 16 n Ia 3x4 = 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 = 5x6=- 1 1 21-1-0 21-1-0 Plate Offsets(X,Y)-- 123:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) 0.01 17 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 17 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 16 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-S Weight:106 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G REACTIONS. All bearings 21-1-0. (Ib)- Max Horz 2=-97(LC 15) Max Uplift All uplift 100 lb or less at joint(s)16,2,25,26,27,28,29,30,23,22,21,20,19,18 Max Gray All reactions 250 lb or less at joint(s)16,2,24,25,26,27,28,29,30,23,22,21,20,19,18 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 10-6-8,Comer(3)10-6-8 to 13-6-8 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)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. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. (`--70,\DG PR Q -,c- 6)All plates are 1.5x4 MT20 unless otherwise indicated. `` `sts 7)Gable requires continuous bottom chord bearing. if,,, I 4J\ /O8)Gable studs spaced at 1-4-0 oc. ,T 4- 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �4 9 10) '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 K" .9200PE r A ll t between the bottom c20% and abeen otherpplimembers. ... 11)A plate rating reduction of 20%has been applied for the green lumber members. 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,2,25,26,27, 28,29,30,23,22,21,20,19,18. G A OREGON Ix kw /Ogy14, 2© P4 MER R I LY- e' EXPIRES: 12-31-2019 June 7,2018 44i s ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. le' 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 bracingK71' iw,9s" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fP2 ir9k fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job 'Truss Truss Type Qty Ply 21014 K4738228 21014 A2-SGE KINGPOST 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Jun 7 14:20:44 2018 Page 1 I D:ve3tCvukibhnMAZ8AX_DXuz8fOD-12fkzxpsXrLS5zaXjju93GQJ WNgLkITmtDk_Htz8etn l 1 I-1-6-0 5-2-12 10-6-8 21-1-0 I 22-7-0 1 1-6-0 5-2-12 5-3-12 10-6-8 1-6-0 Scale=1:38.6 4x4 = 7 • 6 r 8 5.00 12 345 9 35 • I. 10 3x8 % 4 3 11 N ;_ dore0 'A - 12 13 33 Il` 362iggigillIllkitii pl 23 3x4 = 3x4 = 3x4 = 22 21 20 19 18 17 16 5x6= I 5-2-12 I 21-1-0 j 5-2-12 15-10-4 Plate Offsets(X,Y)-- (21:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.02 23-32 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.05 23-32 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 22 n/a n/a BCLL 0.0 " Code IBC2015/TP12014 Matrix-AS Weight:110 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* JOINTS 1 Brace at Jt(s):25 3-22:2X6 DF SS G REACTIONS. All bearings 11-1-0 except(jt=length)2=0-5-8. (Ib)- Max Horz 2=97(LC 14) Max Uplift All uplift 100 lb or less at joint(s)14,21,20,19,18,17,16 except 22=-147(LC 14),2=-148(LC 14) Max Gray All reactions 250 lb or less at joint(s)14,21,20,19,18,17,16,14 except 22=769(LC 21),2=481(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-517/135 BOT CHORD 2-23=-125/444,22-23=-128/438 WEBS 3-26=-656/238,25-26=-632/223,24-25=-680/249,22-24=-714/263,7-22=-301/66 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 10-6-8,Exterior(2)10-6-8 to 13-6-8 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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 X90 PROF,F 3)Unbalanced snow loads have been considered for this design. ' !_`G�N�F�61 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs \� V``� T �1 non-concurrent with other live loads. �/� 'v9 5)All plates are 1.5x4 MT20 unless otherwise indicated. 92 O 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7 f. 7)'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. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,21,20,19,18, 17,16,14 except(jt=lb)22=147,2=148. G ,�OREGON��, �� 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. /Q '1); 14, 2v�Qi` MER R I LL EXPIRES: 12-31-2019 June 7,2018 a — It ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 11 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 K���'�" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ix!i P is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 1i�� N fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Crlteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 [Job Truss Truss Type Qty Ply 21014 K4738229 [21014 B1-SGE GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Jun 7 14:20:45 2018 Page 1 I D:ve3tCvukibhnMAZ8AX_DXuz8f0D-mED6AHquI8TJi79jHQ POcUzVYm05TIwv6tUXpKz8etm I -1-6-0I 5-2-12 10-5-8 11-11-8 1-6-0 5-2-12 I 5-2-12 I 1-6-0 n Scale=1:21.6 • 4x4 = • 3 5.00 I.12 23 r r 24 22 25 21 r r 26 2 1111 . 111N4 l I 111 li d 5 = 3x4 = 3x4 = I 5-2-12 10-5-8 5-2-12 I 5-2-12 LO TCLL ADING (psf) 250 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.02 6-20 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.18 Vert(CT) -0.05 6-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G OTHERS 2X4 DF Std G REACTIONS. (lb/size) 2=535/0-5-8,4=535/0-5-8 Max Horz 2=54(LC 18) Max Uplift 2=-145(LC 14),4=-145(LC 15) FORCES. (Ib)-Max,Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-669/192,3-4=-669/192 BOT CHORD 2-6=-82/571,4-6=-82/571 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 5-2-12,Exterior(2)5-2-12 to 8-2-12 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)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. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �GQ�p PR Op`sS non-concurrent with other live loads. `V`` C 6)All plates are 1.5x4 MT20 unless otherwise indicated. NG F N�� �O 7)Gable studs spaced at 1-4-0 oc. 14 A- 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -fs 9)*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 $9922200 P E r will fit between the bottom choand as anyeother members. the " 10) A plate rating reduction of 20%has been applied for the green lumber members. �' 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • 2=145,4=145. CC 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum OREGON 1(/ sheetrock be applied directly to the bottom chord. /�4A tK�� <0 lly 2•()N 14, R. MFRR10- e.) EXPIRES: 12-31-2019 June 7,2018 it r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekab 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 M i is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fYi i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 m. Syrnbpis NumberingSystem A General Safety Notes PLATE LOCATION AND ORIENTATION 3 Center plate on joint unless x, 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 /4 offsets are indicated. y I ( (Drawings not to scale) Damage or Personal Injury WMDimensions are in ft-in-sixteenths. 11114k Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. MIIMSIEIEBEIIMIM 14.7,4% 2. Truss bracing must be designed by an engineer.For 0'/16lliiiiiii4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I p bracing should be considered. O 3. Never exceed the design loading shown and never 1-_,Itor AVID_ stack materials on inadequately braced trusses. Provide copies of this truss design to the building For 4 x 2 orientation,locate 1-- c7-s c•-7 OF 4. designer,erection supervisor,property owner and BOTTOM CHORDS all other interested parties. plates 0- liid.from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or request.upon 8. Unless otherwise noted,moisture content of lumber Pshall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions 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 / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or atter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint ( number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing Only. ® , 18.Use of green or treated lumber may pose unacceptable ® environmental,hearth or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Revie isnotw all portionsbefore of this use. design(front,back,wordsalone Plate Connected Wood Truss Construction. and pictures)sufficient. Reviewing pictures DSB-89: Design Standard for Bracing. E BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 Pacific !,umber & Truss Co. To: 10515 bW Allen Blvd Quotation Beaverton,OR 97005 Valued Customer Job Number: 21014 (503)858-9663 Fax: Page: 1 Project: Troy 503-313-3958 Block No: Date: 06/07/18 12:30:52 Model: Lot No: Account No: 000000001 Contact: Site: Office: Designer: Deliver To: Estimator: Name: Phone: Fern Street Bldg Salesperson: Inside Sales Fax: I Fern Street Quote Number: 21014 • Tigard,OR P.O.Number: Profile: Qty: Truss Id: Span: Truss Type: Slope LOH ROH 21-01-00 01-06-00 01-06-00 � 10 Al COMMON 5.00 �'� 21-01-00 01-06-00 01-06-00 f, I I-, I Al-GE GABLE 5.00 21-01-00 01-06-00 01-06-00 1-1 I. ii I A2-SGE KINGPOST 5.00 10-05-08 01-06-00 01-06-00 11 M M w\ 1 B1-SCE GABLE 5.00 Miscellaneous Items Quantity: Description: 12 2x4 solid blocks 12 2x4 vented blocks-slotted 24 H2.5 1 Local Delivery Quotation disclaimer,replace with your disclaimer. Total Truss Price: $1,243.84 Miscellaneous Items: $235.16 Sub Total: $1,479.00 Selling Price $1,479.00 / 21-1-0 Truss Submittals: 617/18 Al-GE Al Troy Smith Construction Fern Street Building Al Fern Street Tigard, OR Al Job#21014 0 Al Pacific Lumber&Truss N Al 10515 SW Allen Blvd. N Beaverton, OR 97005 Al (503) 858-9663 Drawn By: KT Al Al Al 9 Al A2-SGE o 0 N B1-SGE / 11-1-0 / 10-0-0 / 10-5-8