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Plans (67) T 7o (e Swtj L 17. yp n. ,Go ea ' N -P Aq97 IR-ES: • ® ( 1MK TM RIPPEY c0 N-1 1. ( : CONSULTING ENGINEERS BY DATE CHK BY DATE 7650 S.W.Beveland St, Suite 100 Tigard, Oregon 97223 JOB NO Phone (503)443-3900 SHEET ( of Tile Block line 1 Project Title: You can change this area Engineer: usingthe"Settings'.menu itemProject ID: 9 Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printe,d•23 MAY 2017,g 4AM Wood Beam File p.12017 Prolects117001 15' OHI Lep re Res Roo115TRUCTURALICALCSIlepi e ec6 . tic :KSN 464©25.. ENERTM ;INC 2017 Bmld;6TI 28,Vec:617.2 28 Description: Header Licensee;TtV1 ftIPP EEYY G()NSULTIhIG t=fUGi1PIEEIiS CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method:Allowable Stress Design Fb-Tension 900 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 900 psi Ebend-xx 1600 ksi Fc-PrIl psi Wood Species :Douglas Fir-Larch Fc-Perp 1350 625 psi Eminbend-xx 580 ksi Wood Grade :No.2 FY 180 psi Beam Bracing : Completely Unbraced Ft 575 psi Density 31.2pcf D(0.825)8(1.375) 1 .x 4x10 .............. Span=10.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Point Load: D=0.8250, S=1.375 k @ 2.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Desi!n OK< 0.696 1 Maximum Shear Stress Ratio = 0,394 : 1 Section used for this span 4x10 Section used for this span 4x10 fb:Actual = 845.53 psi fv:Actual = FB:Allowable = 1,216.57psi Fv:Allowable 07.00 psi Load Combination = 207.00 psi = +D+S Load Combination +D+S Location of maximum on span 2.007ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Maximum Deflection Span#1 Max Downward Transient Deflection 0.078 in Ratio= 1534>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.125 in Ratio= 959>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 0.1251 4.380 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Load Combination Values in KIPS Support 1 Support 2 Overall MAXimum 1.760 0.440 Overall MINimum 0.396 0.099 D Only 0.660 0.165 +p+S 1.760 0.440 +D+0.750S 1.485 0.371 +0.60D S Only 0.396 0.099 1.100 0.275 r OX- MM= Z X C C I1 ' i cn/ \ 1 - II II I I1 1'1 II II , t II � f'1 D o !_I fi IA06c. c_ i" -' .A01(�) I I td) 0 0 0 0 —€<I cn +� iv CO: - ' 7 . 7 7 : V 7 7 Client: OHI Construction 4 Plan : ??? [ ] Quote #: 17-0T9213 ------21.-----Y--- Sales : Oscar Trigueros x131 Order #: [ J???]7 I E XTSTON muss&tuAm tt 11550 SE Jenniter St Site : [???] Lot : [???] Clackamas, OR 97015 (503) 656-2983 Pitch: +1-5/12 Loading: 25.00-7.00-0.00-10.00 (503) 656-2647 Overhang +/-16" �� Date: 07/11/17 10:21:31 ...!• mi 1. MiTek* MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 17-019213 OHI Construction 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: K3421032 thru K3421037 My license renewal date for the state of Oregon is December 31,2017. e six 11 "A s-,.--:')‹e' f:,1. xAs s.,:t':.ti: .`x.:. ` ,, Ai_.. . Y . iJtyil,,-,!:,,I 4, ,;,,'-,,,*(1! .4.rh",E 'SH, ri-Ar;t. i - 6) Q Ai G,)' K '.r,‘;,),‘.; S". 1�( rTl!^, `r ` =sl n e + h t ): i °t ';�� �.v� ,.?�x,n*r 89200PE r' ,4> =sa: .�.,�+ ,,ir`u4t.t f. . y 'Wittittnigi t:7 CC -94. OREGON ,/ili -,. ./6 '''4' 14 2.°1\,,,A),* —144igvftwaawkm:L.IZ:....... ...a."* RR11_k- v July 11,2017 Baxter,David 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 ANSUTPI-1, Chapter 2. Job Truss Truss Type Qty Ply OHI Construction 17-019213 JA01 Jack-Open 4 1 K3421032 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Jul 11 13:00:29 2017 Page 1 ID:FYgIDwpkhTYTT1tjrPfkNyz81V-?mK9 xMyES9zIZHWbtouesQOCB4ONBINPLM6Gryz7n0 -1-4-0 7-11-4 1-4-0 7-11-4 I 9-9-14 1-10-10 4 Scale=1:24.8 3 v 5.00 FIT 7 8 11 4 f�] 6 2 1 1 3x4= 5 7-11-4 7-11-4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.18 2-5 >512 240 MT20 220/195 (Roof Snow=25.7) Lumber DOL 1.15 BC 0.64 Vert(TL) -0.45 2-5 >205 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-P Weight:27 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 2=422/0-5-8,5=76/Mechanical,3=369/0-1-8 Installation guide. Max Horz 2=176(LC 14) Max Uplift 2=-102(LC 14),3=-189(LC 11) Max Gray 2=425(LC 21),5=153(LC 5),3=465(LC 21) 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;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-9-14 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 C;Partially Exp.;Ct=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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 R ort, will fit between the bottomchord and any other members. • 7)Refer to girder(s)forrtruss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 102 lb uplift at joint 2 and 189 lb uplift at C joint 3. � �1. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. OREGON Ct'r . 14' 14,2• -- EXPIRES: . 12/31120i7 July 11,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 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 andlor 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 ANSIfrP11 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. g Coo Klug Circle II Corona,CA 92880 JobOT9213 Truss Truss Type Qty Ply OHI JAO2 Jack-Open 2 1 K3421033 17- PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job RConstructioneference(optional) 8 s Jun 22 2017 MiTek Industries,Inc. Tue Jul 11 13:00:30 2017 Page 1 ID:FYgIDwpkhTYTT1tjrPfkNyz81V-TyuYBHM9-11-4 jsi9aJ7B32ZNbPd6e Xe?SfpHyz7n? -1-4-0 7-11-4 1-4-0 l 7-11-4 � -4 l 2-0-0 4 Scale=1:25.0 3 5.00 12 e 7 V u] CI 6 2 0 1ioM 5 3x4 = 5 I 7-11-4 7-11-4 LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.18 2-5 >512 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.45 2-5 >205 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-P Weight:27 lb FT=0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. ROT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 2=420/0-5-8,5=76/0-1-8,3=378/0-1-8 Installation guide. Max Horz 2=176(LC 14) Max Uplift 2=-100(LC 14),3=-196(LC 11) Max Gray 2=422(LC 21),5=153(LC 5),3=477(LC 21) 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.Opsf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-11-4 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 C;Partially Exp.;Ct=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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 � j � P t1;• s, will fit between the bottom chord and any other members. • 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,3. *-.19 s/wry 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint 2 and 196 lb uplift at joint 3. 4� n 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 4 +'���� �� 411, 4.09EG.ON 14, • RRlLU. ' EXPIRES', 12/31/2017 July 11,2017 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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 �//gg is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Mire fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P Corona, Circle CA 92880 Job ., Truss Truss Type Qty Ply OHI Construction 17-0T9213 JA03 Jack-Open 1 1 K3421034 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Jul 11 13:00:30 2017 Page 1 ID:FYgIDwpkhlYTTItjrPfkNyz81V-TyuYBHMa?mHciNjsi9aJ7B3aNbPd6e Xe?SfpHyz7n? -1-4-0 7-11-4 1-4-0 I 7-11-4 � 210-0 4 Scale=1:25.0 3 fi 5.00 12 e 7 e N U7 N cr V to ty 6 2 ow o 1 I,/ 354 = g I 7-11-4 7-11-4 l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.90 VertLL -0.18 2-5 >512 240 MT20 220/195 (Roof Snow 25.7) Lumber DOL 1.15 BC 0.64 Vert(TL) -0.45 2-5 >205 180 TCDL 7.0 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012ITPI2007 Matrix-P Weight:27 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=420/0-5-8,5=76/Mechanical,3=378/0-1-8 Max Horz 2=176(LC 14) Max Uplift 2=-100(LC 14),3=-196(LC 11) Max Gray 2=422(LC 21),5=153(LC 5),3=477(LC 21) 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 Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-11-4 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 C;Partially Exp.;Ct=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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p 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 0.0) PR Q will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. CJ ,`�G I N t 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint 2 and 196 lb uplift at C� q�( ltr t j 9E t.:r joint 3. °,.. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 74,OREGON. ,`<er EXPIRES: .12/31/2017 July 11,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2075 BEFORE USE. ...r 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 �{{j�'p is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the !if$ €� ^ fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P 250 Klug Circle I Corona,CA 92880 Job 'Truss Truss Type Rty Ply OHI Construction 17-0T9213 JA04 Jack-Open 1 1 K3421035 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Joh Reference(optional) 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Jul 11 13:00:31 2017 Page 1 1-4-0 ID:FYgIDwpkhTYTT1tJrPfkNyz81V-x9SwPdNCm3Pg_tRuiHrMkHWls— Isr4EgsfrDLjyz7n_ 7-11-4 1-4-0 7-11-4 3 Scale=120.9 5.00 12 7 6 5 • 2 1 3x4 4 7-11-4 7-11-4 LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc I/deft Lld (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.18 2 4 >512 240 PLATES GRIP TCDL 7.0 Lumber DOL 1.15 BC 0.64 MT20 220/195 Vert(TL) -0.45 2-4 >205 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10,0 Code IBC2012/TP12007 Matrix-P Weight:25 lb FT=0% LUMBER- TOP CHORD 2x4 DF No.1&Btr BRACING- BOT CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=234/Mechanical,2=431/0-5-8,4=76/Mechanical Installation guide. Max Horz 2=156(LC 14) Max Uplift 3=-138(LC 14),2=-113(LC 14) Max Gray 3=289(LC 21),2=447(LC 21),4=153(LC 5) FORCES. (lb)-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 Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-10-8 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 C;Partially Exp.;Ct=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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t��y 6)`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 GG ] fl Q will fit between the bottom chord and any other members. ;‘\5kL �, 7)Refer to girder(s)for truss to truss connections. N '7' � 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 3 and 113 lb uplift at joint 2. 89200PE fir' 411PX: OREGON ,, Q 1 14, • EXPIRES: 12/31/2017 July 11,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek8i 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 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 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Aleuandria IVA 223314.1rry Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type qty Ply OHI Construction K3421036 17-019213 JA05 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Jul 11 13:00:31 2017 Page 1 ID:FYglDwpkhTYTT1tjrPfkNyz81 V-x9SwPdNCm3Pg_tRuiHrMkHwgh_Isr4EgsfrDLjyz7n_ -1-4-0 5-11-4 1-4-0 5-11-4 7-11-4- Scale=1:17.2 3 5.00 12 6 N 5 2 0 1 X to = 4 3x4= 5-11-4 � 7-11-4 5-11-4 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 VertLL -0.18 2-4 >512 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.64 Vert(TL) -0.45 2-4 >205 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 Matrix-P BCDL 10.0 Weight:22 lb FT=0 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=167/Mechanical,2=371/0-5-8,4=76/Mechanical Max Horz 2=130(LC 14) Max Uplift 3=-119(LC 14),2=-85(LC 14) Max Gray 3=200(LC 21),2=381(LC 21),4=153(LC 5) 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.Opsf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-10-8 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 C;Partially Exp.;Ct=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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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 ti e.3 Pfd OP will fit between the bottom chord and any other members. 7}Refer to girder(s)for truss to truss connections. ,*Cj GIN. , /cy_ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 lb uplift at joint 3 and 85 lb uplift at `9 joint 2. ��CJ 9201 PE r" OR.EGO• # LW . EXPIRES:: 12/31/2017 July 11,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. UMW 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 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 ANSI/TPI1 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 4 Truss Truss Type Qty Ply OHI Construction 17-019213 JA06 Jack-Open 2 1 K3421037 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Jul 11 13:00:32 2017 Page 1 ID:FYglDwpkhTYTT 1 tjrPfkNyz81 V-PLOIczOgXNXXc105G?MbGU22WO?faWQg5JamsAyz7mz -1-4-0 4-11-0 7-11-4 I 1-4-0 4-11-0 3-0-4 Scale=1:17.2 4 2x3 \\ 5.00 12 3 11 •+ N 10 c 2 O to = 6 5 -.462x3 \\ 3x5 = -11-0 � 4 1 7-11-4 1 4-11-0 3-0-4 Plate Offsets(X,Y)-- f2:0-0-6,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deFl L/d PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.21 6-9 >441 240 MT20 185/148 TCDLSnow=25.0)0 Lumber DOL 1.15 BC 0.98 Vert(TL) -0.52 6-9 >180 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-AS Weight:22 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 HF Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=388/0-5-8,5=170/Mechanical Max Horz 2=109(LC 14) Max Uplift 2=-103(LC 14),5=-11(LC 14) Max Gray 2=404(LC 21),5=185(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-6=-283/188 • NOTES- 1)Wind:ASCE 7-10;Vult=120mph(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)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-11-0 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 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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 2.00 times flat roof load of 25.0 psf on overhangsT� non-concurrent with other live loads. {� D IOt 1 ' • F 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. iGIN. 0- 6)*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. .3 - 7)Refer to girder(s)for truss to truss connections. 89200PE ? 4 . r- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 103 lb uplift at joint 2 and 11 lb uplift at joint 5. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum4PP sheetrock be applied directly to the bottom chord. : -y , OREGON 4,,, EXPIRES: 12/31/2017 July 11,2017 -- a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE iNI1-7473 rev.10/03/2015 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 Mir ke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the E1/7 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,USB-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 02880 Symbols Numbering PLATE LOCATION AND ORIENTATION 7 3j" Center plate on joint unless x,y 6-4 8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 'Mt4 offsets are indicated. (Drawings not to scale) Dimensions are in ft-in-sixteenths. Damage or Personal Injury I Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. 6,, 0-716" ci 2 02-3 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I _ p bracing should be considered. 2 6111MAip U 3. Never exceed the design loading shown and never Ah a..2 d U stack materials on inadequately braced trusses. Oli For 4 x 2 orientation,locate c�-e C6-7 O 4. Provide copies of this truss design to the building C5-6 ~ plates 0- 'AS'from outside BOTTOM CHORDS designer, esupervisor,property owner and all other interested parties. 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/'PI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from *Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant preservative treated,or green lumber. The first dimension is the plate 4 x 4 width measured perpendicular ESR-1311, ESR-1352,ESR1988 10.Camber is a non-structural consideration and is the to slots.Second dimension is camberforityoftload deflection. fabricator.General practice is to ER-3907,ESR-2362, ESR-1397,ESR-3282 camber for dead load defl the length parallel to slots. 11.Plate type,size,orientation and location dimensions LATERAL BRACING LOCATION indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and �� Indicated bysymbol shown and/or in all respects,equal to or better than that �/0 y Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. output. Use T or I bracing 13.Top chords must be sheathed or purlins provided at if indicated. Lumber design values are in accordance with ANSI/TPI 1 spacing indicated on design. 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING established by others. or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved 16 pDo pnovalot uof a t ornlengi eter ermember or plate without prior 4.111.10 reaction section indicates joint �� number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MI NM 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, ile `� Guide to Good Practice for Handling, 20.Design assumes manufacture in accordance with Installing&Bracing of Metal Plate ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015