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Plans (115)
ant MiTek® MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 21467 21467 POLYGON RIV TERR SWIM CNTR BLD 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: K5706891 thru K5706909 My license renewal date for the state of Oregon is December 31,2019. ���c 1NEF O PROFF�,, 44, G9 /(I* cc' 89200PE r G4,OREGON /Q k 14 2°� FRRIL�- February 8,2019 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 ANSI/TPI-1, Chapter 2. Y • Job Truss Truss Type Qty Ply 21467 POLYGON RIV TERR SWIM CNTR BLD K5706891 21467 A01 Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:25:47 2019 Page 1 ID:7TNA9fSJsesH?Sw8aVmCgxyHJkC-DeW03ToVpyFUxLh7nLnssm UOFuuy3waBOuajCNznOWo 23-10-8 1 SO 11-2-4 22-1-0 22. 8 1-6-011-2-4 I 10-10-12 0-&8 4x4 = 1-6-0 Scale=1:60.5 10 pi 11 9 8 12 12 7 13 141111111 15 • 4 :I 16 17 ' 8.00 3x6 i3 3x6 2 18 iill 19 i1 tt 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 = 3x4 = 3x4 = 22-4-8 22-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.01 19 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 19 n/r 120 TCDL 7.0 Rep Stress Ina YES WB 0.09 Horz(CT) 0.00 20 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-S Weight:205 lb FT=20% BCDL 10.0 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.1&Btr except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Stud/Std WEBS 1 Row at midpt 10-28,9-29,11-27 REACTIONS. All bearings 22-4-8. (Ib)- Max Horz 37=244(LC 11) Max Uplift All uplift 100 lb or less at joint(s)20,29,30,32,33,34,35,27,26,25,24,23,22 except 37=-151(LC 8),36=-179(LC 9),21=-158(LC 13) Max Gray All reactions 250 lb or less at joint(s)20,28,29,30,32,33,34,35,36,27,26,25,24,23,22, 21 except 37=293(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 2-37=-277/157 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 11-2-4,Comer(3)11-2-4 to 14-2-4, Exterior(2)14-2-4 to 23-10-8 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)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 consultqualified building designer as per ANSt/TPI 1_ 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 G�EO PR OFF 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �•`4 _`G'NE�n s�O non-concurrent with other live loads. ,7 5)All plates are 1.5x4 MT20 unless otherwise indicated. 4. 6)Gable requires continuous bottom chord bearing. 44/ .7 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 89200PE I 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)"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 - lows . will fit between the bottom chord and any other members. vilt Cr 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,29,30,32, OREGON � k, 33,34,35,27,26,25,24,23,22 except(jt=lb)37=151,36=179,21=158. 94i/ �j � 4yi420\ P y ' ''R R 11.'-0 EXPIRES: 12-31-2019 February 8,2019 1 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-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 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/TPl1 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 21467 POLYGON RIV TERR SWIM CNTR BLD K5706892 21467 AO1A Monopitch Supported Gable 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:25:48 2019 Page 1 ID:7TNA9fSJsesH?Sw8aVmCgxyHJkC-hg4mGpp7aGNLZVGKL3150z15bID oLEKdYJHkpznOWn -1-6-0 8-2-4 - 1-6-0 8-2-4 8 Scale:1/4"=1' r 7 8.00 12 5 4Ij1 1 rM.ltr 15 14 13 12 11 10 9 3x6 I I 6x6 = TOL DING (ps>25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) 0.00 1 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 2 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:74 lb FT=20% 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.1&Btr except end verticals. WEBS 2x4 DF No.1&Btr*Except* DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-14:2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 8-2-4. (Ib)- Max Horz 15=251(LC 9) Max Uplift All uplift 100 lb or less at joint(s)9,10,11,12,13 except 15=-170(LC 8),14=271(LC 9) Max Gray All reactions 250 lb or less at joint(s)9,10,11,12,13,14 except 15=393(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=-581/499,2-3=-269/264,3-4=-260/271 BOT CHORD 14-15=-404/416 WEBS 2-14=-572/611 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)-1-6-0 to 1-6-4,Exterior(2)1-6-4 to 8-0-8 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 F Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. A 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 '�G`�E PRO �Vtr 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �oj tiNGIN E9 lOA non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. - -7 6)Gable requires continuous bottom chord bearing. 9200P 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -..A .. i ��. 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 will fit between the bottom chord and any other members. p OREGON w 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,10,11,12,13 L �� except(jt=lb)15=170,14=271. 7© '9Y 14 2 0 -k- le?'- MFRRIL\-Q'P EXPIRES: 12-31-2019 February 8,2019 1 A 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not I. a truss system.Before use,the budding 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute 718 N Lee Street suite 312.sh—ndp;yp 72314 ;t w Tam Job Truss Truss Type Qty Ply 21467 POLYGON RIV TERR SWIM CNTR BLD K5706893 21467 A02 Common 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:25:49 2019 Page 1 ID:7TNA9fSJsesH?Sw8aVm CgxyHJRC-90e8U9g1LaVCAerWvmpKxBaFtiUgXcrTrC3qGGznO Wm 1-6-0 5-8-14 11-2-4 16-7-10 21-9-0 11-6-0 5-8-14 5-5-6 5-5-6 5-1-6 4x6 II Scale=1:62.5 4 11 8.00 13 14 12 4x4 �i 3x4 3 5 15 • 3x4 I I 3x4 I I 00e111.11111.712AA 6 2 I I r 11 16 17 10 18 19 9 20 21 8 7 3x6 = 5x6 = 3x4 = 3x6 = 7-6-11 14-9-13 21-9-0 I 7-6-11 7-3-3 6-11-3 Plate Offsets(X,Y)— [10:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.07 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.11 9-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.02 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:136 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 8=899/Mechanical,11=1008/0-5-8 Max Horz 11=242(LC 9) Max Uplift 8=-68(LC 13),11-104(LC 12) Max Gray 8=912(LC 21),11=1008(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-888/183,4-5=-851/182,2-11=-325/160 BOT CHORD 10-11=-97/787,9-10=-26/596,8-9=-76/640 WEBS 4-9=-95/341,5-8=-913/83,4-10=-105/421,3-11=-917/31 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;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 11-2-4,Exterior(2)11-2-4 to 14-2-4, Interior(1)14-2-4 to 21-6-8 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=1.10 _3)This truss has been designed_for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ; a non-concurrent with other live loads. SI 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���� GINE A s/ 5)*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 F oA_ will fit between the bottom chord and any other members,with BCDL 10.Opsf. ,NT 'v9 6)Refer to girder(s)for truss to truss connections. n 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) 89200PE 11=104. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum .4111P.00":"0": sheetrock be applied directly to the bottom chord. .. Crr © CC OREGONt. <4 �L�Q-7qY 14 no 4 MRRIL\- EXPIRES: 12-31-2019 February 8,2019 ii A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTekiS 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/TPII 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 21467 POLYGON RIV TERR SWIM CNTR BLD K5706894 21467 A03 Common 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:25:49 2019 Page 1 ID:7TNA9fSJsesH?SwBaVmCgxyWkC-90e8U9g1LaVCAerWvmpKxBaFiiUsXnmTrC3gGGznO Wm 1-1.6-0 1 5-8-14 11-2-4 16-7-10 22-4-8 1-6-0 5-8-14 5-5-6 5-5-6 5-8-14 4x8 II Scale=1:62.5 4 is 8.00 12 12 13 4x4 i 4x4 3 5 i 14 3x4 II 11 / 3x4 II 2 6 i D ii -- �� 15 16 9 17 18 8 19 20 3x6 = 5x6 = 3x4 = 3x6 = 7-6-11I 149-13 I 22-4-8 7-6-11 7-3-3 7-6-11 Plate Offsets(X,Y)— [9:0-3-0,0-3-0] LTCLL OADING (pst25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.07 8-9 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.32 Vert(CT) -0.11 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 3-10,5-7 REACTIONS. (lb/size) 7=924/0-5-8,10=1037/0-5-8 Max Horz 10=237(LC 9) Max Uplift 7=-75(LC 13),10=-106(LC 12) Max Gray 7=937(LC 21),10=1037(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-923/187,4-5=-930/190,2-10=326/160 BOT CHORD 9-10=-92/814,8-9=-11/631,7-8=-72/722 WEBS 4-8=-105/420,4-9=-106/408,3-10=-955/34,5-7=-941/72 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;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 11-2-4,Exterior(2)11-2-4 to 14-2-4, Interior(1)14-2-4 to 22-2-12 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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 n 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �t�Ep pn pF�CAs non-concurrent with other live loads. ` c7 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 ‘AGINE. /O will fit between the bottom chord and any other members,with BCDL=10.Opsf. ':. �`_ F,9 2 6) ned f10= or mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=1b) mak/ `A2,0- 'y�, 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum1111P7, r sheetrock be applied directly to the bottom chord. � - et -7 A_OREGON�b, ki /O 4Iy 14 - Q"� MRR11.--6 EXPIRES: 12-31-2019 February 8,2019 4 / A ter. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AM-7473 rev.10/0312015 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 1014 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 MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Buildin,Com•. ant . . -• - -- --. .,. .' Corona.CA 92880 Job Truss Truss Type Qty Ply 21467 POLYGON RIV TERR SWIM CNTR BLD K5706895 21467 A04 Common 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:25:50 2019 Page 1 ID:7TNA9fSJsesH?Sw8aVmCgxyHJkC-dDC WhVrN6td3ooQiTULZU06QT6r6GE 1 d4soNoiznO WI 1-6-0 5-8-14 11-2-4 16-7-10 22-4-8 p3-10-8 1-6-0 5-8-14 5-5-6 5-5-6 5-8-14 I1-6-0 4x6 I I Scale=1:82.5 4 11 8.00 12 13 14 4x4 i 4x4 3 5 3x4 II 12153x4 II 2 6 I 7N — ara 26 11 16 17 10 18 19 9 20 21 8 3x6 = 5x6 = 3x4 = 3x6 = 7-6-11 14-9-13 22-4-8 7-6-11 7-3-3 7-6-11 Plate Offsets(X,Y)— [10:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.07 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.11 10-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.02 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:141 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 OF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 3-11,5-8 REACTIONS. (lb/size) 11=1033/0-5-8,8=1033/0-5-8 Max Horz 11=-244(LC 10) Max Uplift 11=-107(LC 12),8=-107(LC 13) Max Gray 11=1034(LC 20),8=1034(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-919/187,4-5=-919/187,2-11=-326/160,6-8=-326/160 BOT CHORD 10-11=-77/823,9-10=-0/639,8-9=22/722 WEBS 4-9=106/408,4-10=-106/408,3-11=-950/35,5-8=-950/35 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;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 11-2-4,Exterior(2)11-2-4 to 14-2-4, Interior(1)14-2-4 to 23-10-8 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 B;Partially Exp.;Ct=1.10 -3)-This-truss-has been designed-for-greater-of-min-roof-live-load-• -,• •• •••-- I- •• •-• • • • •• • -u- •s non-concurrent with other live loads. a0i • I. I Ftc 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. GI N� n s� 5)*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 �C, N F will fit between the bottom chord and any other members,with BCDL=10.Opsf. k!� 4 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2�� t� 9 11=107,8=107. 7 7)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. ../ �AP - `-7, ,f_OREGON t, oto 1.70 1y 14, 20 {"'� MERRlIA- EXPI RES: 12-31-2019 February 8,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 19 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 propedy 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 MiT®k# 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 ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 INN MIN am Er MiTeW MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 21467 21467 POLYGON RIV TERR SWIM CNTR BLD 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: K5708313 thru K5708313 My license renewal date for the state of Oregon is December 31,2019. �C• �NGINEF9 /02 Q 89200PE r CC- 4 OREGON to /Q 1y 14, 2.0 FRRILL February 8,2019 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 ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply 21467 POLYGON RIV TERR SWIM CNTR BLD K5708313 21467 A05 COMMON 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Feb 8 09:44:57 2019 Page 1 ID:7TNA9fSJsesH?Sw8aVmCgxyHJkC-3GoZbJyX80JYIkxyzasuQ6EsbTITsfZDrnm1TSznEa4 1-6-0 5-8-14 11-2-4 16-7-10 22-4-8 3-10-8 11-6-0 I 5-8-14 I 5-5-6 5-5-6 5-8-14 '1-6-0 4x6 II Scale=1:62.5 4 11 8.0012 6x6 i 6x6 3 • 3x4 II 3: II 6 2 I 7 r \ / I N Y i/ �� 12 13 14 10 15 16 9 17 18 19 8 6x6 = 5x6 = 3x4 = 6x6 = 7-6-11 14-9-13 22-4-8 7-6-11 7-3-3 I 7-6-11 Plate Offsets(X,Y)— (10:0-3-0,0-3-0] 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 0.24 Vert(LL) -0.04 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.06 10-11 >999 180 TCDL 7.0 Rep Stress lncr NO WB 0.99 Horz(CT) 0.01 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Weight:281 lb FT=20% BCDL 10.0 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.1&Btr except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 11=1033/0-5-8,8=1033/0-5-8 Max Horz 11=-1094(LC 26) Max Uplift 11=-2826(LC 30),8=-2826(LC 33) Max Gray 11=3158(LC 27),8=3158(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1881/1901,3-4=-2077/1699,4-5=-2077/1698,5-6=-1880/1900,2-11=-349/190, 6-8=-350/191 BOT CHORD 10-11=-1103/2105,9-10=-425/955,8-9=-1313/2879 WEBS 4-9=-1005/1157,5-9=-964/1076,4-10=-1004/1156,3-10=-964/1076,3-11=-4071/3683, 5-8=-4070/3682 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:2x4--1-row-at 0-9-0-oG-- -- 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 A,9•°21. �°p PROPe. 1 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. GINE cS's� 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; Cj !N o MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ��r v ',�i9 grip DOL=1.60 89200PE r 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs //' non-concurrent with other live loads. /_'7j*) �• 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . 1. �� 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 Is Cr will fit between the bottom chord and any other members,with BCDL=10.opsf. -7I- 4OREGON R1 4, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,9 ZOO TA 11=2826,8=2826. Q Y 14, Q. 9)This truss has been designed for a total drag load of 6400 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-0,21-4-8 to 22-4-8 for 3200.0 plf. MFR R I I-k- EXPIRES: 12-31-2019 February 8,2019 I I a.... A 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 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 ANSIITPN 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 1 �j4" Center plate on joint unless x,y dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Era= Dimensions are in ft-in-sixteenths. I, 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. IN=REIMIIMMIIMIIMEsimmE 4 U"1/16rr 2. t nwideTruss trussbracing spacingmus,individualbedesiglateraledbyan bracesengineer.themselvesFor p may require bracing,or alternative Tor I MIE-MMEO •• bracing should be considered. iy I16111FAI , -� dAi O 3. Never exceed the design loading shown and never U = stack materials on inadequately braced trusses. 0c�-s cs ce-s O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate H designer,erection supervisor,property owner and plates 0- '+e from outside BOTTOM CHORDS 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/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 upon request. 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 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 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings plate without prior 16.Do not cut or alter truss member or (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 4.=11, reaction section indicates joint MIMIIM number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MINI 11111111140 18.Use of green or treated lumber may pose unacceptable 0---=-A 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, Ii1 it a IIx 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 Job Truss Truss Type Qty Ply 21467 POLYGON RIV TERR SWIM CNTR BLD K5706897 21467 B01 FINK 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:25:53 2019 Page 1 ID:7TNA9fSJse5H?Sw8aVmCgxyHJkC-1 otfJXtGPo?efG9H8cuG51 kwSJgvTbT3mg12P1 znOWi 1-6-0 9-6-5 14-0-0 15-6-9 21-7-3 28-0-0 29-6-0 1-6-0 9-6-5 l 4-5-11 11S9 ( 6-0-10 6-4-13 1-6-0 4x4 = Scale=1:61.5 13 n 4x8 Q 12 I 14 3811 01 35 10 1011 3 _ 8.00 112 9 ;i 1438 •• 3x6 8 3x8 15 7 • 1,,,„.: •'� 3.6 I 6 J �• 3x6 \\ 5 �c� 3x6 I 3x6 374 r . Alkillik3166 3x6 I I r 3 cj�111 3x6 16 r— dT1 ....ik enas ,`\ ]t d• 2 8x8 -i 7x6 = 2019 39 40 18 22 21 3x6 = 3x4 = 5x6 = 3x4 = 11-5-15 19-7-3 28-0-0 l 11-5-15 8-1-4 8-4-13 Plate Offsets(X,Y)- [2:0-2-15,0-0-01,[2:0-6-5,Edge],[3:0-2-2,0-0-0],[16:0-0-13,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def1 Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.18 18-20 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(CT) -0.30 18-20 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.26 Horz(CT) -0.05 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:182 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* JOINTS 1 Brace at Jt(s):24,25,29 14-21:2X6 DF SS G WEDGE Left:2x6 SP No.2,Right:2x4 SP No.3 REACTIONS. All bearings 3-8-0 except(jt=length)16=0-5-8. (Ib)- Max Horz 16=223(LC 37) Max Uplift All uplift 100 lb or less at joint(s)except 2=-2049(LC 30),21=-344(LC 38),22=-239(LC 51),16=-2196(LC 41) Max Gray All reactions 250 lb or less at joint(s)22 except 2=2183(LC 51), 21=1214(LC 55),16=2644(LC 56) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-14=-806/733,14-15=-3032/2186,15-16=-4606/3699,2-3=-3642/3515,3-4=-3494/3374, 4-5=-3147/3033,5-6=-2695/2591,6-7=-2306/2202,7-8=1932/1822,8-9=-1569/1452, 9-10=1210/1125,10-11=-886/817,11-12-511/455,12-13=-371/332 BOT CHORD 2-22=-2989/3100,21-22=-2982/3092,20-21=-3113/3719,18-20=-1021/1607, 16-18=-3112/3728 WEBS -- - 21-31=4438/574,30-3=-1382/541,-29-30=-1- . . :- •_- 25-28=-1293/495,25-27=-1316/515,26-27=-1277/491,24-26-1258/485, ii‘ED PROFF 14-18=141//673,14-20=-123/53581,13-23=-302/343,15-18=-374/226,20-25=-277/241, t`�.� ..`GINE - s/Q NOTES- LN �`_ '7 Y,f! 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; k' :9200P T- MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 14-0-0,Exterior(2)14-0-0 to 17-0-0, Interior(1)17-0-0 to 29-6-0 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 -- --` • f411P 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Cr 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs -7, OREGON t(/ non-concurrent with other live loads. A* ��A 4)All plates are 1.5x4 MT20 unless otherwise indicated. <O 4r 14 2.S\ P 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /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 R R ILA will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES: 12_31-2019 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2049 lb uplift at joint 2,344 lb uplift at joint 21,239 lb uplift at joint 22 and 2196 lb uplift at joint 16. February 8,2019 ontinued on oaae 2 __ 1 A WARNING-Verify design parameters and READ NOTES ON TIPS AND INCLUDED MITEK REFERENCE PAGE Mil•7473 rev.10/03/2015 BEFORE USE. mit 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 propedy 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,de®very,erection and bracing of trusses and truss systems,see ANSUTPI1 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 21467 POLYGON RIV TERR SWIM CNTR BLD K5706897 21467 B01 FINK 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:25:53 2019 Page 2 ID:7TNA9fSJsesH?Sw8aVmCgxyHJkC-1otfJXtGPo?efG9H8cuG51kwSJgvTbT3mg12P1znOWi NOTES- 9)This truss has been designed for a total drag load of 220 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 3-2-8 to 28-0-0 for 248.5 plf. 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. t I AWARNING-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 and/or chord members only.Additional temporary and permanent bracing IYI ITBK, 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 systema see. ANSUTPII Quality Crites,DSB-89 and BCSI Building,Component 25019uy,Ctrcle Safetytnmfmafon weak)from Truss Prate Institute,218 N.Lee Street,Sub 312,Alexandria,VA 22314. - Corona,CA 92880 Job Truss Truss Type Qty Ply 21467 POLYGON RIV TERR SWIM CNTR BLD K5706898 21467 B02 Common 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc.Thu Feb 7 22:25:54 2019 Page 1 ID:7TNA9fSJse5H?Sw8aVmCgxyHJkC-V_R1 XsuuA67VHQjTiJ PVeEH8rjASC3FC?UmbxTznO VVh 1.6-0 7-2-7 14-0-0 20-9-9 28-0-0 29-6-0 1 1-6-0 I 7-2-7 6-9-9 6-9-9 7-2-7 1-6-0 Scale=1:61.8 4x6 II 4 11 19 ;7.001.5x4 // 5 \i. • /Akllhkl 20.51 ._, 6 7 ]$10 21 9 22 8 3x4 = 3x4 = 3x4 = 3x6 = 3x6 = 9-5-10 18-6-6 28-0-0 9-5-10 9-0-12 9-5-10 Plate Offsets(X,Y)— [2:0-6-0,0-0-6],[6:0-6-0,0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.27 8-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.34 8-10 >978 180 TCDL 7.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.04 6 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-AS Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF No.1&Btr*Except* 5-8,3-10:2x4 DF Stud/Std REACTIONS. (lb/size) 2=1272/0-5-8,6=1272/0-5-8 Max Horz 2=-218(LC 10) Max Uplift 2=-134(LC 12),6=-134(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1686/161,3-4=-1528/226,4-5=-1528/226,5-6=-1686/161 BOT CHORD 2-10=-161/1438,8-10=0/930,6-8=-35/1343 WEBS 48=-127/746,5-8=-421/245,4-10=-127/746,3-10=-421/245 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;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 140-0,Exterior(2)14-0-0 to 17-0-0, Interior(1)17-0-0 to 29-6-0 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 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)-This-tniss has been designed-for-greater of min roof live load. -.• .. • .•• ...7- +., •. •-• • . • ..-overhangs D non-concurrent with other live loads. CEOTR04. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ;5. `G'N �C�:0 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 Cj `_ ,, will fit between the bottom chord and any other members,with BCDL=10.0psf. * 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 2 and 134 lb uplift at „„_•44; joint 6. K- 89200PE r 7)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. , ' '; s 4,OREGON , ktv� 7 /O 4).. 14 2.0 P� 4 RRILA-Q' EXPIRES: 12-31-2019 February 8,2019 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE A111-7423 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 nut 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 Mil®k' 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/TP/1 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 21467 POLYGON RIV TERR SWIM CNTR BLD K5706899 21467 B03 Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:25:55 2019 Page 1 ID:7TNA9fSJsesH?Sw8aVmCgxyHJkC-_A?PkC u WxQFMuZIgF 1 wkBSgNZ7cgxYaM E8W8UwznO Wg 1-6-0 14-0-0 28-0-0 9-6-0 1-6-0 14-0-0 14-0-0 1-6-0 4x4 — Scale:3/16"=1 12 r� 13 11 — 10 14 9 15 • 8.00 12 8 16 7 17 8 �2 18 ii 5 ;1 5 19 4 20 111111 • n�p 2 '� . i 1!1 2` 22 r o 3x4 = 3x4 = 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4 = 28-0-0 28-0-0 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 9.10 Vert(LL) 0.01 23 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 23 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 22 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-S Weight:216 lb FT=20% 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.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std WEBS 1 Row at midpt 12-33,11-34,13-32 REACTIONS. All bearings 28-0-0. (Ib)- Max Horz 2=-218(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,34,36,37,38,39,40,41,42,43,32,31,30,29,28,27, 26,25,24,22 Max Gray All reactions 250 lb or less at joint(s)2,33,34,36,37,38,39,40,41,42,43,32,31,30,29, 28,27,26,25,24,22 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 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 14-0-0,Comer(3)14-0-0 to 17-0-0, Exterior(2)17-0-0 to 29-6-0 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 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=1.10 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs op PR O�Ft7 non-concurrent with other live loads. t� 5)All plates are 1.5x4 MT20 unless otherwise indicated. �(. 6)Gable requires continuous bottom chord bearing. C3 INGINEk. s' o 7)Gable studs spaced at 1-4-0 oc. v #.51' f. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� 89200PE 9 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 will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,34,36,37,38, diar�..'' 39,40,41,42,43,32,31,30,29,28,27,26,25,24,22. • �r' 4-16-17-4/k. A_OREGON\b` �ltr� 16 -4y 14 20 4 MFRRIO-'° EXPIRES: 12-31-2019 February 8,2019 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Ivor 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 111iTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the jabsiestialvatnramdegve^ry&rectionatrdhrari%attunes=din=aytan see ANSVjPI'Qy rCrJer1a DS8-19bWBCSIQWading!Cempoiett 750.Kb .QiLGlit • . 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 21467 POLYGON RIV TERR SWIM CNTR BLD K5706900 21467 C01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:25:57 2019 Page 1 ID:7TNA9fSJsesH?Sw8aVmCgxyHJkC-wZ7A9uwmS1 W48tS2NSzCGtvgdwCiPLJfhS?FYoznOWe 4-8-8 9-1-9 1 13-6-9 I 17-1-4 21-3-14 1 29-6-0 (31-0-01 4-8-8 4-5-1 4-5-1 3-6-11 4-2-10 8-2-2 1-6-0 4x4 = Scale=1:70.0 12 11 I 13 3x8 s' 436.00112410149 8 3x47153x4 I I •;G r ri 5 6 3x8 II 3x6 Q 4 3x6 16 2 3 3x6 IIAiik . vim, J 1 A11,�/. +� ' , y 3x6 g �r��a_�l 3x6 II 5xIlki 27 26 • : 3x6 I I 11 17 I v 3x4 = 4x4 = _mersenuica -- _ _'7 23 22 20 19 3x4•= 5x6 = 3x4 = 3x8 = 4-8-8 13-6-9 17-1-4 21-3-14 29-6-0 4-8-8 8-10-1 3-6-11 4-2-10 I 8-2-2 Plate Offsets(X,Y)- [35:0-4-8,0-2-8] 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 0.26 Vert(LL) -0.05 19-41 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.39 Vert(CT) -0.15 19-41 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.52 Horz(CT) 0.05 17 n/a n/a BOLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:221 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* JOINTS 1 Brace at Jt(s):28,30,32 12-28:2x4 DF No.1&Btr,14-23:2X6 DF SS G OTHERS 2x4 DF Stud/Std REACTIONS. (lb/size) 23=1480/0-5-8,17=1094/0-5-8 Max Horz 23=-234(LC 8) Max Uplift 23=-116(LC 12),17=-131(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-132/276,3-4=-123/315,4-5=-81/290,9-10=-45/257,10-11=-84/251, 11-12=101/274,12-13=95/296,14-16=984/149,16-17=-1442/143 BOT CHORD 23-24=-462/254,5-24=-274/110,22-23=0/1160,20-22=0/1160,19-20=-7/1118, 17-19=-7/1118 WEBS 12-28=-323/29,23-33=-1613/142,32-33=-1655/155,31-32=-1622/141,30-31=-1584/123, 30-35=-1541/105,29-35=1191/108,28-29=-1153/93,28-34=-997/151,14-34=-1011/135, 14-20=-3/711,22-35=0/264,20-35=-528/20,16-19=0/260,16-20=-495/175 NOTES- - -1)Wtnd:-ASCE 7-10,Vuft=120mph-(3 secondgust)Vasd=95mph,TCDL-4.2psf;BCDL-G.Opsf,h-25ft,Cat.II,Eap B,Enctuseul, MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 2-10-9,Interior(1)2-10-9 to 13-6-9,Exterior(2)13-6-9 to 16-6-9, ` 0 PROFr Interior(1)16-6-9 to 31-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& '`4� Fstr MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 So GNGINFF /, 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 v • Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. <Cf -7 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 'Z 89200PE < 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4111V011011°:00,- 5)All plates are 1.5x4 MT20 unless otherwise indicated. 1 .-4,+.= 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A_OREGON ix 4(/� 1 8)*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 i "� 2 ��4- will fit between the bottom chord and any other members. /O a9}� 14 a 9)A plate rating reduction of 20%has been applied for the green lumber members. ' 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) MFRR 10' 23=116,17=131. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum EXPIRES: 12-31-2019 sheetrock be applied directly to the bottom chord. February 8,2019 t f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI!-7473 rev.10/02/2015 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,notMI 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 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 Job Truss Truss Type Qty Ply 21467 POLYGON RIV TERR SWIM CNTR BLD K5706901 21467 CO2 ROOF SPECIAL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:25:58 2019 Page 1 ID:7TNA9fSJsesH?Sw8aVmCgxyHJkC-OIhYMExODLew111Fx9URo4Sk9KUT8g2ow6kp5EznOWd 4-8-8 9-1-9l 13-6-9 21-3-14 I 29-6-0 )31-0 0 4-8-8 4-5-1 4-5-1 7-9-4 8-2-2 1-6-0 4x6 = Scale=1:72.4 4 ii 8.00 12 4x6 -i 20 21 3 4, 4x6 O 5 3x6 ' 3x4 I I ae 6 2 4, \ io•Aihi4 ',. 19 ,iiiii o 1 7x18 ' qT r.-. .t 22 a 12 I:. 4x4 = i� ::. `..7 id- a :il „\ d r 3x4 = 11 10 9 8x10 M18SHS = 5x8 = 1.5x4 I I 4-8-8I 13-6-9 21-3-14 29-6-0 4-8-8 8-10-1 7-9-4 8-2-2 Plate Offsets(X,Y)— [3:0-1-12,0-1-12],[5:0-3-0,Edge],[7:0-4-13,Edge],[10:0-4-0,0-3-0],[11:Edge,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) 0.12 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.24 10-11 >999 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.05 7 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:159 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 3-11,3-10,4-10,6-10 3-11,4-10:2x4 DF No.1&Btr WEDGE Right:2x10 SP No.2 REACTIONS. (lb/size) 11=1480/0-5-8,7=1094/0-5-8 Max Horz 11=-273(LC 30) Max Uplift 11=-2702(LC 38),7=-3069(LC 41) Max Gray 11=3248(LC 25),7=3443(LC 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1363/1430,2-3=-2383/2517,3-4=-1597/1235,4-6=-3686/3224,6-7=-6080/5233 BOT CHORD 11-12=-468/258,2-12=-379/211,10-11=-1448/1706,9-10-2199/2939,7-9=-4228/4771 WEBS 3-11=-3586/3033,3-10=-1383/1603,4-10=-1221/1542,6-10=-843/286,6-9=0/348 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-6-9,Exterior(2)13-6-9 to 16-6-9, Interior(1)16-6-9 to 31-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ov 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �•fit GPROP?1.0 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �C. non-concurrent with other live loads. 4)All plates are MT20 plates unless otherwise indicated. �� ;9200P 9r 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 / 00 will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) I •411P 11=2702,7=3069. 8)This truss has been designed for a total drag load of 220 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag -9 OREGON w loads along bottom chord from 4-8-8 to 29-6-0 for 261.8 p6. 1.2.40'174), 0\ 9)This truss design requires that a minimum of 7/16”structural wood sheathing be applied directly to the top chord and 1/2"gypsum 14 2 �� sheetrock be applied directly to the bottom chord. 0 MERR10- EXPIRES: 12-31-2019 February 8,2019 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. MI 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 properly damage.For general guidance regarding the fablicaf(pp.Wage.dgiverryy e(gj ope8d brasjaa ojjruss8g ypgtruss systems see ANSI/TPI f Quality Criteria,DSB-89 and BCSI Building Component ,L50 Klu•circle Safely Information available from Truss Plate Institute,218N.Lee Street,Surge 312,Alexandria,VA32314. - Corona,CA 92880 Job Truss Truss Type Qty Ply 21467 POLYGON RIV TERR SWIM CNTR BLD K5706902 21467 CO3 ROOF SPECIAL 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:25:59 2019 Page 1 ID:7TNA9fSJse5H?Sw8aVmCgxyHJkC-syFwaayo_emnNBcRUt?gLL z6ku8tGLy8mUMdhznOWc 4-8-8 9-1-9 13-6-9 21-3-14 29.6-0 )31 0-07 4 -8-8 4-5-1 4-5-1 7-9-4 8-2-2 1-6-0 4x6 = Scale=1:72.4 4 68.00 12 3x6 i 20 21 3 ,• 3x4 Q 5 3x6 3x4 1I off/A 4 6 2 71 A1 i �........,. v 12 rc- 4x4 = - K2Aidhhiliihk.22 7 8 Ir .111 13 d -n 3x4 = 11 1 10 9 3x4 = 3x6 = 5x8 = 1.5x4 II 4-8-8 13-6-9 21-3-14 29-6-0 7 4-8-8 7 8-10-1 7-9-4 7 8-2-2 7 Plate Offsets(X,Y)— [10:0-4-0,0-3-0] 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 0.45 Vert(LL) -0.11 10-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.39 Vert(CT) -0.24 10-11 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.42 Horz(CT) 0.02 7 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:154 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 3-11,6-10 4-10:2x4 DF No.1&Btr REACTIONS. (lb/size) 11=1480/0-5-8,7=1094/0-5-8 Max Horz 11=234(LC 8) Max Uplift 11=116(LC 12),7=-131(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten. All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-137/345,3-4=-678/178,4-6=-769/152,6-7=-1389/141 BOT CHORD 11-12=-471/252,2-12=-376/185,10-11=59/466,9-10=0/1067,7-9=0/1067 WEBS 3-11=-1067/120,3-10=-25/364,4-10=-58/378,6-10=-805/235,6-9=0/348 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-6-9,Exterior(2)13-6-9 to 16-6-9, Interior(1)16-6-9 to 31-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 - 3)mist usslias been designed-for-greaterof-minroof-live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. t�F�p PR OFAs 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `r G'N v 5)*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 Cj: t),"`'wA` E • will fit between the bottom chord and any other members,with BCDL=10.Opsf. r F 1 QA_ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ., '9 11=116,7=131. 89200PE r 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum -.4PAe� sheetrock be applied directly to the bottom chord. L 4,OREGON Ix ��Q /O �I' 14 20 P4 MFRRIL\-e' EXPIRES: 12-31-2019 February 8,2019 t i A WARNING..Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 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 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,dekvery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug 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 21467 POLYGON RIV TERR SWIM CNTR BLD K5706903 21467 C04 Roof Special 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:26:00 2019 Page 1 ID:7TNA9fSJsesH?Sw8aVmCgxyHJkC-K8pinwyf yue?LBd2a WvuVX8e8E9cja5NQDv97znO Wb 4-8-8 9-1-9 13-6-9 I 21-3-14 I 29-6-0 4-8-8 4-5-1 4-5-1 7-9-4 8-2-2 4x6 = Scale=1:72.5 4 8.0012 3x6 �i 18 19 3 r 3x6 Q 3x4 I I 5 2 1 17 1 20 •••io•Allr Ai r.�rr V 10 i� 4x4 = _off/ :-a 6 I -- � I 3x4 = 9' 8 7 3x4 = 3x6 = 5x8 = 1.5x4 II 4-8-8 13-6-9 21-3-14 29-6-0 4-8-8 I 8-10-1 7-9-4 l 8-2-2 Plate Offsets(X,Y)— [8:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.11 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.40 Vert(CT) -0.24 8-9 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.43 Horz(CT) 0.02 6 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:152 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 3-9,5-8 4-8:2x4 DF No.1&Btr REACTIONS. (lb/size) 6=995/0-5-8,9=1483/0-5-8 Max Horz 9=-220(LC 8) Max Uplift 6=-99(LC 13),9=-117(LC 12) Max Gray 6=999(LC 20),9=1483(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-137/345,3-4=-681/179,4-5=-772/153,5-6=-1377/146 BOT CHORD 9-10=-471/252,2-10=-376/185,8-9=-68/456,7-8=-21/1071,6-7=-21/1071 WEBS 3-9=-1070/121,3-8=-25/365,4-8=-59/377,5-8=-816/241,5-7=0/349 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-6-9,Exterior(2)13-6-9 to 16-6-9, Interior(1)16-6-9 to 29-6-0 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 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 PR OFF(, 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 4'114 1J will fit between the bottom chord and any other members,with BCDL=10.Opsf. ., ENGINE - s/O 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) ,./� v T 9=117. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Q 89200PE 9r sheetrock be applied directly to the bottom chord. mi 4 OREGON�� �tu� ✓O -9y 14, 2.- Q"i- ' RRtlk-0 EXPIRES: 12-31-2019 February 8,2019 4 4 mi A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-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 l� 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,deliverryy,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component .250 Klug Circle Safety-/rt✓ormaidon available from TrussPlate Instlufe,218 N.Lee Street,Sulte-312,Alexandra,VX22314. "-"" - Cdrbiib-CK-92880 Job Truss Truss Type Qty Ply 21467 POLYGON RIV TERR SWIM CNTR BLD K5706904 21467 C05 Monopitch 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:26:01 2019 Page 1 ID:7TNA9fSJsesH?Sw8aVmCgxyHJkC-oKMg?GzHWGOVcUmpcH18Qj4PBYeeLF1 Ec4zThZznOWa I 3-0-0 I 5-5-0 5-¢$ 3-0-0 2-5-0 0-y- Scale=1:25.4 1.5x4 II 4I 3 8.00 12 3x6 i 2 12 '' n 1 ■ h_. I , z� �,:a, 6 3x4 = <� a x� 8 7 5 1.5x4 II 3x8 = I 3-0-0 I 4-8-8 15-5-0 3-0-0 1-8-8 0-8-80-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:28 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 8=559/1-8-8,6=-59/Mechanical,7=-35/0-3-8 Max Horz 8=121(LC 12) Max Uplift 6=-104(LC 12),7=-35(LC 1) Max Gray 8=559(LC 1),6=24(LC 10),7=16(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-8=448/170 NOTES- ' 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-1-12,Interior(1)3-1-12 to 5-6-8 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=1.10 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members. 5)-ReferJo ir4Jer(s)-for truss to-truss-connections. L ----- 6)PPr'viidde mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) ,c��`tJ PR OFFS 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum .., ' NG1 NEE 5,7 sheetrock be applied directly to the bottom chord. ,� 9 2 89200PE 9r CO CC. L 4 OREGON. oto 'O q ' 14, 2� P4 MRRIU-0 EXPIRES: 12-31-2019 February 8,2019 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIt-T4T3 rev.10/03/2015 BEFORE USE. mit i 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/T711 Quality Criteria,DSB-89 and SCSI 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 21467 POLYGON RIV TERR SWIM CNTR BLD K5706905 21467 C06 MONO TRUSS 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:26:01 2019 Page 1 ID:7TNA9fSJsesH?Sw8aVmCgxyHJkC-oKMg?GzH WGOVcUmpcH 18Qj4JSYaOLBH Ec4zThZznOWa 8-1-11 I 15-10-8 8-1-11 7-8-13 3x8 Scale=1:62.7 3 4 14 8.00 12 3x6 2 13 1 n ij 1 112 7 65 3x4 = 1.5x4 II 3x12 = [ 8-1-11 { 15-10-8 8-1-11 7-8-13 Plate Offsets(X,Y)— [3:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.09 7-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.17 7-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:81 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except" WEBS 1 Row at midpt 3-6,2-6 3-6:2x4 DF No.1&Btr REACTIONS. (lb/size) 1=655/0-5-8,6=678/Mechanical Max Horz 1=338(LC 11) Max Uplift 1=-35(LC 12),6=162(LC 12) Max Gray 1=659(LC 20),6=775(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-864/110,2-3=-257/187 BOT CHORD 1-7=-217/705,6-7=217/705 WEBS 2-7=0/361,2-6=-820/228 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 15-10-8 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 B;Partially Exp.;Ct=1.10 n 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �'FO PROFF 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 �, Cs will fit between the bottom chord and any other members,with BCDL=10.Opsf. C; tiNsG1144. /Q 5)Refer to girder(s)for truss to truss connections. ?j 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 4/ 9 6=162. 89200PE 7)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. .110.1 may- OREGON lr✓� L 14 . 4/FR R I I.L v EXPIRES: 12-31-2019 February 8,2019 l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 d building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTvk" is always required for stability and to prevent coNapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle canny rmormanon EIV411417147173MaTTass Pane lnemure,zierwi.Lea street,sui a 5',Z,cuexarrana,VR£ZS74. - - Corona. A 92550 Job Truss Truss Type Qty Ply 21467 POLYGON RIV TERR SWIM CNTR BLD K5706906 21467 C07 Monopitch Structural Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:26:02 2019 Page 1 ID:7TNA9fSJsesH?Sw8aVmCgxyHJkC-H Ww3Cc_vh1Z8MEeLOA?YNzwcX_xsX4jBOrkiOEOznO WZ 5-6-8 5-6-8 Scale=1:23.4 3 2 r 8.00 12 17 16 p 1 r r r pVAIR 8 3x6 = 4 7 6 4-8-8I 5-6-8 4-8-8 0-10-0 Plate Offsets(X,Y)— [1:0-3-9,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.00 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(CT) 0.01 7-8 >999 180 TCDL 7.0 Rep Stress Ina- YES WB 0.03 Horz(CT) 0.00 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std REACTIONS. (lb/size) 7=-938/1-8-8,8=727/1-8-8,5=97/Mechanical,6=580/0-3-8 Max Horz 8=121(LC 12) Max Uplift 7=-938(LC 1),5=-90(LC 12) Max Gray 8=727(LC 1),5=111(LC 19),6=580(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.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-6-8 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/TP,1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 44 All-plates-are 1.5x4-MT20 Mess-otherwise indicated. aG p b 5)Gable studs spaced at 1-4-0 oc. 6D OF 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <(, `G'N �n t9 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 Gj F ,7 will fit between the bottom chord and any other members. V ?j 8)Refer to girder(s)for truss to truss connections. � }7� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) ...89200PE 7=938. 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 ,4•41Py - sheetrock be applied directly to the bottom chord. Ir 7, A_OREGON�� kir �O qy 14, 20 Q"�' MFRR►�L v EXPIRES: 12-31-2019 February 8,2019 t t A 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 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 properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug.Circle Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21467 POLYGON RIV TERR SWIM CNTR BLD K5706907 21467 E01 Common 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 a Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:26:02 2019 Page 1 ID:7TNA9fSJsesH?Sw8aVmCgxyHJkC-H Ww3Cc_vHZ8M EeLOA?YNzwcX7xw?4ggOrki0E0znO WZ -1-6-0 6-4-13 12-4-12 18-4-11 24-9-8 26-3-8 1-6-0 6-4-13 I 5-11-15 5-11-15 6-4-13 1-6-0 Scale=1:54.5 4x6 II 4 ii 18 19 8.00 12 1.5x4 \\ 1.5x4 // - 3 5 17lt / At&i620 2 y 6 r 01 =� =' 10 9 21 22 8 -' 3x4 = 3x4 = 3x4 = 3x4 �� 3x4 i 8-4-13 16-4-11 24-9-8 8-4-13 I 7-11-15 8-4-13 Plate Offsets(X,Y)— [2:0-2-0,0-1-8],[6:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.16 8-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.21 8-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:116 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 2=1137/0-5-8,6=1137/0-5-8 Max Horz 2=-195(LC 10) Max Uplift 2=-122(LC 12),6=-122(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1484/140,3-4=-1345/198,4-5=-1345/198,5-6=1484/140 BOT CHORD 2-10=-139/1255,8-10=0/815,6-8=-28/1180 WEBS 4-8=-111/646,5-8=-369/215,4-10=-111/645,3-10=-368/215 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;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 12-4-12,Exterior(2)12-4-12 to 15-4-12, Interior(1)15-4-12 to 26-3-8 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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. �` Ore 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Cl O PRQ 5)*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 ; G'N� ss will fit between the bottom chord and any other members,with BCDL=10.Opsf. N F • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2 2=122,6=122. Z./ 89200PE 9 7)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. 4 /-fior —1 OAP' A_OREGON�b �4, /O 4j" 14s 2° Q+ MFRRII.'- EXPIRES: 12-31-2019 February 8,2019 4 4 A 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R 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 i1lliTek' Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ANSUTPI1• al Criteria DSB-89 and SCSI Building Component 250 KlugCircle Safely Information available from Truss Plate Institute, 18 N.Lee treet, u e ,1 exam"a,/. J, - Corona,CA 92880 ' Job Truss Truss Type Qty Ply 21467 POLYGON RIV TERR SWIM CNTR BLD K5706908 21467 J01 GABLE 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:26:03 2019 Page 1 ID:7TNA9fSJse5H?Sw8aVmCgxyHJkC-IjURQx?X2tGDsovCj i4cV89eB LGwp9yX3NSZmSznO WY 2-8-11 6-11-0 2-8-11 4-2-5 Scale=1:19.6 2 3 4.00 12 18 17 16 3x4 _„„„, • Ir A 5 6 4x6 =4 6-11-0 6-11-0 Plate Offsets(X,Y)— [15:0-2-1,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.08 5-6 >941 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert(CT) -0.17 5-6 >470 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:40 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std REACTIONS. (lb/size) 6=273/Mechanical,5=296/Mechanical Max Horz 6=105(LC 11) Max Uplift 6=-31(LC 10),5=-53(LC 14) Max Gray 6=278(LC 20),5=323(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-253/140 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-0 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)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)T_CLL_ASCF_7-10;Pf=25Apsf(flat roof enow);Category_!!;Exp B;Partially Exp.;Ct=1.10 4)Unbalanced snow loads have been considered for this design. IR PR 5)All plates are 1.5x4 MT20 unless otherwise indicated. ;5.v' N ssO 6)Gable studs spaced at 1-4-0 oc. Gj !`_G E 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V 2 8)*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. 89200PE 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5. -11111.. i-! 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum i/�. _ . sheetrock be applied directly to the bottom chord. 9 A_OREGON � iQ q y 14 i°�e.P..�,. SFR EXPIRES: 12-31-2019 February 8,2019 A 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 1111 . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall n 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 ANSYTPII 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 21467 POLYGON RIV TERR SWIM CNTR BLD K5706909 21467 J02 MONO TRUSS 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Feb 7 22:26:04 2019 Page 1 ID:7TNA9fSJse5H?Sw8aVmCgxyHJkC-Dv2pdH?9pA04TyUGHQbr2Lhpxlc9YcChl1 B7IuznOWX 2-8-11 I 6-11-0 2-8-11 4-2-5 Scale=1:21.1 1.5x4 II 2 3 4.00 12 p IIS 8 9 7 3x4 1 iiii ' t1 IM i 5 6 4x6 =4 1.5x4 II 6-11-0 6-11-0 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 0.51 Vert(LL) -0.08 5-6 >941 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert(CT) -0.17 5-6 >470 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:32 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 6=273/Mechanical,5=296/Mechanical Max Horz 6=105(LC 11) Max Uplift 6=-31(LC 10),5=-53(LC 14) Max Gray 6=278(LC 20),5=323(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-253/140 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-0 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 B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 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 20.0psf 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. G G c 6)Refer to girder(s)for truss to truss connections. '�4,0,,to P R Op`ss 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5. C� 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ., GNGIN EF /O sheetrock be applied directly to the bottom chord. ,� v •7 1. 89200PE 9t! -!„►'- Lit_OREGON�0, �4/ 7O -9y14, 2.' Pv- MRRIO-0 EXPIRES: 12-31-2019 February 8,2019 , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. INN 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 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 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 ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 KlugCircle S anew*floor hoes slate*SCRUM zr® 5R 'muumuu,iw Law 9lr,Suite 3 'muumuu,vR ZZSiR. Corona,CA g2880 Symbols Numbering System A, General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y dimensions shown in ft-in-sixteenths 6-4-8 Faili re to Follow Could Cause Property a offsets are indicated. I (Drawings not to scale) Da ge or Personal Injury MIME Dimensions are in ft-in-sixteenths. 11•46‘.. Apply plates to both sides of truss 1 2 3 1. Ad itional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS dia onal orX-bracing,is always required. See BCSI. 111111131 2. T s bracing must be designed by an engineer.For 0'1116 4 wi truss spacing,individual lateral braces themselves ma require bracing,or alternative Tor I _ p braking should be considered. CCI liMMINAllp U 3. Nearer eateed the dnade loading shown and never aCJ stalk materials on inadequately braced trusses. 4. Provide copies of this truss design to the building Pig For 4 x 2 Oflentatl0n,locateOF121111,121111b10. c7-8 cs-7 cs-s designer,erection supervisor,property owner and plates 0- '+s'from outside BOTTOM CHORDS all tither interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. I 6. PI- -plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joi t and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO lo 'tions are regulated by ANSI/TPI 1. connectorlates. THE LEFT. P 7. De.ign 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 upon request. 8. Un ess otherwise noted,moisture content of lumber sh-II not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Un ess expressly noted,this design is not applicable for PLATE SIZE us.with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Ca ber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 re-.onsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 ca ber for dead load deflection. the length parallel to slots. 11.PI-te type,size,orientation and location dimensions bid cated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lu ber used shall be of the species and size,and in.II 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.To.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. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. t MOO reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. .. Min size shown is for crushing only. il qp 18.Use of green or treated lumber may pose unacceptable 0..-- environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. is mot sufficient. BCSI: Building Component Safety Information, M iTe k 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