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„4A S7- t(e. RECCIVFD L FEB 03 2010 MiTe 0 [§CflYO - 1"0,3i*0 MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL 14-1 18 UP Fax 9161676-1909 3A The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R41832568 thru R41832579 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. 010 PROFk-s �c;\ xAG l hlELc 5101, 8), 2E ckN -0,,NOREGON q, Q�1/ Q OBER AN. ° A. Heck‘`‘ EXPIRES:06/30/2015 April 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. MI II= out iTek� MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-118 UP Fax 916/676-1909 3A The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R41832568 thru R41832579. My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. 01ONIO 1/4 A 49639 s ONAL T`, PAe April 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI 1. Job Truss Truss Type Qty Ply 3A R41832568 PL14-118_UP F01 Floor 17 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:41 2014 Page 1 ID:SygD?CTgSFZSjSNcSIttIDzR3Xv-GgIZQgaDiPr1 Bu5g6D6ZM2KUbwgZCHJ3PsbwCOzOQSK I 2-6-0 I0-'1_10_1-2 1 1-2-0 110.11-2 1 Scale=1:32.8 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 I 13x4 = 3x4= 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 a e ° °® a � ems_ 17 16 15 14 13 12 3x4 = 3x8= 3x6= 1.5x3 II 1.5x3 II 3x8= 3x4= 12-6-2 I 11-4-2 1I1-11-21 I 18-9-12 I 11-4-2 b-7-0 o-7-0 6-3-10 Plate Offsets(X,Y): (6:0-1-8,Edgel,(7:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.29 15 >767 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.46 15-16 >483 360 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:85 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=822/Mechanical,11=822/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 01ONTG jib j,' TOP CHORD 2-3=-2976/0,3-4=-2976/0,4-5=-3689/0,5-6=-3689/0,6-7=-3386/0,7-8=-2944/0,8-9=-2944/0 BOT CHORD 16-17=0/1772,15-16=0/3588,14-15=0/3386,13-14=0/3386,12-13=0/3386,11-12=0/1775 O �fp WAS, 4 WEBS 2-17=-1913/0,2-16=0/1299,4-16=-660/0,4-15=-57/292,5-15=-281/0,6-15=-62/602,9-11=-1916/0,9-12=0/1262, C. , 0 'S ,CCC� 7-12=-756/0 ') I NOTES I N 1)Unbalanced floor live loads have been considered for this design. 'Ilki` 2)Refer to girder(s)for truss to truss connections. ��r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. „49639 ��+ 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to (� 4 .t.GISTBW 44) be attached to walls at their outer ends or restrained by other means. ,"-' s4°NAS LOAD CASE(S) Standard -,:o' PRQpFs,3' `x 870 2PE - -5, °REGO q ) s 'OBER 4\ �: 0S A. H \4� EXPIRES:06/30/2015 April 22,2014 B a ®64itRN77 .Verily deign parame€srs artd READ WEER Otv ThCS ANE mama WIEK REFERENCE PAGE Ma 7,173 re c I/2912014 RRU1E 715E Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 11111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the �TQ ' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANS1/TPII Que0ly Criteria,DSB-89 and BCS1 Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 ifSsautitemn Pine(SP)taxmlber is specifxracL.the destge:vatsz:s are thevaaiffective OE/Oi/iOiti by.rcksc Job Truss Truss Type Qty Ply 3A R41832569 PL14-118_UP F02 Floor 5 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:43 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv-C3QKgLcTE051QCF2Ee81 RTPs6jRAgHTMt940GvzOQSI 1 2-60 1 1 1-4-4 11 1-2-0 11 2-0-0 f I 2-5-8 11 1-2-0 11 2-0-8 1 I 1-4-4 1 Scale=1:41.3 1.5x3 II 1.5x3 II 1.5x3 11 3x6= 1.5x3 II 3x6 FP= 1.5x3 11 1 /2 3 4 5 6 7 8 > E2< 10 11 / a - y e cAI lirii 25 24 23 22 21 20 19 18 17 16 15 3x6 FP= 1.5x3 11 3x5=3x6= 1.5x3 11 3x8= 3x6= 1.5x3 II 7-10-12 14-9-8 6-8-12 7tr3-121 I 10-11-0 I 13-7-8 10.7-0-2$I I 19-7-0 1 23-8-4 1 6-8-12 6-7-0 3-0-4 2-8-8 4-9-8 4-1-4 0-7-0 0-7-0 Plate Offsets(X,Y): r4:0-1-8,Edgel,15:0-1-8,Edgel,18:0-1-8,EdgeL(17:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.06 22-24 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.10 24-25 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 16 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:109 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 0-5-8 except(jt=length)15=Mechanical,25=0-4-4. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)15 Max Gray All reactions 250 lb or less at joint(s)15 except 25=449(LC 14),19=877(LC 3),16=745(LC 14) y1 ONTO 14, FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. C. 91fA5 TOP CHORD 2-3=-1159/0,3-4=-1159/0,4-5=-892/0,7-8=0/400,8-9=-423/83,9-10=-423/83, Ct 'O 10-11=0/603,11-12=0/603,12-13=0/597 ' s l BOT CHORD 24-25=0/863,23-24=0/892,22-23=0/892,21-22=0/892,20-21=0/892,19-20=-400/0, 47 1 GT tGJ A- - 18-19=-83/423,17-18=-83/423,16-17=-93/268,10.16=-304/44 # WEBS 7-19=-590/0,0.25=-932/0,0.24=0/319,424=0/403,0.20=964/0,0.19=-694/0, 10.16=-802/0,13-15=-47/329,10.16=-475/0,7-20=0/586 {fir NOTES 'Or, ap),49639 1)Unbalanced floor live loads have been considered for this design. 44',',{ OrS'9 2)All plates are 3x4 MT20 unless otherwise indicated. SOftLj (.S 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ��,�cO PROpe be attached to walls at their outer ends or restrained by other means. 61(9 7)CAUTION,Do not erect truss backwards. �Cj NGI NE- /� 40tc LOAD CASE(S) Standard 4� $70 2PE. "Y r y �A°OREGO 4- / 9�' , BER "'� .`0S A. Hers EXPIRES:06/30/2015 April 22,2014 4 t A WA.RNINS-Verify design puamcrersusdREAP ly;1ESONTHU AM Mae PAGE 14117473ret1/7f/26148 NE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component." Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the s ' e'r= erector.Additional permanent bracing of the overall IMi structure is the responsibility of the building designer.For general guidance regarding 1k fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informaton available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 ttSauthern pinelSFl lumber is upeciiffectthe.derigsn values wetbaseeffective 06/01/201:5 hyAtSC Job Truss Truss Type Qty Ply 3A R41832570 PL14-118_UP F03 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:44 2014 Page 1 I D:SyganTgSFZSJSNcS 1 ttIDzR3Xv-gF_i2hd5?KDc2LgFoLfG_hy2t7sbPluVSpgapLzOQSH I 2-5-4 I I 1-2-0 I I 2-0-8 I 2-6-0 I I 1-4-4 I Scale=1:22.2 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x4 I I 3x4= 1.5x3 II 1 2 3 4 5 8 7 e I_ -• • N .40/..— _ N I — e e ° o e 1 11 10 M. 8 3x4= 1.5x3 II 3x4= 3x8 = 3x4= 3-11-12 I 2-8-4 1334 13-10-4 II 8-7-12 8$# 12-9-0 I 2-8-4 0-7-0 0-7-0 0-1-$ 4-8-0 0'1-8 3-11-12 Plate Offsets(X,Y): 12:0-1-8,Edgel.f10:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.05 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:58 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:8-9. REACTIONS (lb/size) 12=317/0-2-8 (min.0-1-8),8=55/Mechanical,9=738/0-5-8 (min.0-1-8) Max Uplift 8=-66(LC 3) Max Gray 12=321(LC 3),8=143(LC 7),9=753(LC 8) ,h ONIO 44, FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. X04 o�WAS 4,. 4t1fr TOP CHORD 2-3=-565/0,3�h 565/0,45=0/538,5-6=0/533 BOT CHORD 11-12=0/565,10-11=0/565,9-10=0/370 _kc; 0 t.) WEBS 2-12=-610/0,49=-841/0,6 8=-123/255,6-9=44410 L" NOTES 1)Unbalanced floor live loads have been considered for this design. 'r 2)Refer to girder(s)for truss to truss connections. 1=1 49639 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. O,4, 4)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)8. £s P P �'Ak �} 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. sj(1118 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. � D P R Ork- LOAD CASE(S) Standard Co ,NGINE . /p� 414 17 87022PE s' N 04 7 SAT OREG•N ry`3©<ti C'd "'yBER 1A` Sq" Hclik EXPIRES:06/30/2015 April 22,2014 4 I A WWA3sNI,$6.Ve:eyriesian pram Bars an:iREAD hSTESON THIS AM DEEMED MII7EKREFERENd:E PAM MIT 7413 reit 1;'13/2614 SEMEUSE Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ApT�i•R erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IXB B fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Feu information ae from roN. Street,Suite citrus Heights,CA.95610 If Southern ci£sa Institute, uerretheeafecise 013t Job Truss Truss Type Qty Ply 3A R41832571 PL14-11B_UP F04 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:44 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttlDzR3Xv-gF i2hd5?KDc2LgFoLfG_hy2f7r?PIoV5pgapLzOQSH I 1-9-0 I I 1-6-12 j 1 1-2-12 1 1 1-6-0 1 1 1-2-0 1 1 2-7-4 I Scale=1:21.8 1.5x3 I I 3x4= 1.5x3 I I 3x6= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 3x4= 8 e • I' o N 7' . tr v b tr I O _ e 15 14 *,„ii 12 11 10 9 3x4= 3x5= 3x4 II 3x5= 1.5x3 II 1.5x3 II 354= I 5-2-8 I 12-6-12 I 5-2-8 7-4-4 Plate Offsets(X,Y): 16:0-1-8,Edael,f7:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.24 Vert(LL) -0.02 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) -0.03 9-10 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:60 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 13=608/0-5-8 (min.0-1-8),15=202/Mechanical,9=284/Mechanical Max Gray 13=621(LC 7),15=236(LC 8),9=291(LC 4) *rONIO FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �A TOP CHORD 2-3=-290/6,3-4=-290/6,6-7=-476/0 cf .1 WASE 4 BOT CHORD 14-15=0/287,13-14=-286/18,12-13=-292/15,11-12=0/476,10-11=0/476,9-10=0/476 �S 4 WEBS 4-13=-606/0,2-15=-331/0,4-14=0/426,6-12=-302/0,4-12=0/447,7-9=-510/0 1 G' dd NOTES1 t4 A 1)Unbalanced floor live loads have been considered for this design. *. 2)Refer to girder(s)for truss to truss connections. r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 'd ., 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to0 4P4' $ c be attached to walls at their outer ends or restrained by other means. t, GIS 5)CAUTION,Do not erect truss backwards. r. CONAL LOAD CASE(S) Standard 4''C D PROFFS 87022PE r' cn y �Aj,.OREGO eP Q4 '90 BER #>\ & Hec EXPIRES:06/30/2015 April 22,2014 e e ®IfWINYMI-Ver:irdesima pa;ametnrs a a:dREAIl 10 TES OH TRIS ANC 47/2(10€0 MIRK REFERENOE PAGE MTh 1413;er.J/28/2414 BEMUSE mil—r Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek.�'T �- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY' 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Intormaton available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ft5:ix,ttsorn Fiaxe(Sp)lum -bau'la me.easign tura Oita tho,se effective0&/ua/2013be/ SC Job Truss Truss Type Qty Ply 3A R41832572 PL14-118_UP F05 FLOOR 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:45 2014 Page 1 ID:SygD7CTgSFZSjSNcS1ttIDzR3Xv-8SY4F1ejmdLTfVPRL2AVXuV9QX6v8AMfKTZ7LozOQSG I 2-3-12 I I 1-2-0 I j 1-0-0 1 2-6-0 I Scale=1:21.9 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 ,.. ,. "ff. 00000000000011M11111%4044444444044 ' N .1111111111.11111.111111°1 — .1/ 9 tv '- e ° o o e 12 11 10 9 8 3x4= 1.5x3 II 3x4= 3x6= 3x4= I 12-7-4 I 12-7-4 Plate Offsets(X,Y): 12:0-1-8,Edael,110:0-1-8,Edge) LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.14 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.21 9-10 >707 360 BCLL 0.0 Rep Stress lncr YES WB 0.34 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:56 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 12=549/Mechanical,8=549/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .1 OHIO ?,_ TOP CHORD 2-3=-1204/0,3-4=-1204/0,4-5=-1646/0,5-6=-1646/0 .? '7�6<t BOT CHORD 11-12=0/1204,10.11=0/1204,9-10=0/1560,8-9=0/1109 o 0-"I:WAS,07 'r WEBS 3-10=0/263,2-12=-1310/0,6-8=-1198/0,6-9=0/579,4-10=-545/0 5 NOTES / Q� k 1)Unbalanced floor live loads have been considered for this design. f ` N 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,gr 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ,1j 49639 4' be attached to walls at their outer ends or restrained by other means. °A '&'GISTR LOAD CASE(S) Standard '910NAL ��4 t� PRQp 870221E r' f . N y �- OREG•N ti:, rU A. He P EXPIRES:06/30/2015 April 22,2014 ®*limn-Verify deign rasarnetnrsarilREAD N7TES ONTISAM IlliaiiDEDMZ7EI€REFEPE?KE MIT,7473mn112512614DOME ttSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and i for an individual building component. `' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the (t R� � ° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding FYI fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Sft SOUsenemInformations specified.rim tfesa�Institute,7aalues aree.lttcxamitfe�Yo 9 O1[2O13 fay ASC 4. Citrus Heights.CA,95610 Job Truss Truss Type Qty Ply 3A R41832573 PL14-118_UP F06 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc. Mon Apr 21 15:40:45 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttlDzR3Xv-8SY4F1ejmdLTfVPRL2AVXuVFfXC48EofKTZ7LozOQSG I 1-6-0 I 1-4-0 I I 1-2-0 I I 1-1-8 { Scale=1:13.6 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 2 3x4= 3 4 5 3x4= 6 O N 9i N e e e e !` 10 9 8 3x4= �/YL 7 3x4= 3x4= 3x4= I 3-1-0 1 3-8-0 I 4-3-0 1 7-1-8 I 3-1-0 0-7-0 0-7-0 2-10-8 Plate Offsets(KY): 18:0-1-8,Edgel.19:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.09 Vert(LL) -0.01 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.02 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:33 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=308/0-2-8 (min.0-1-8),7=308/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 010NIO TOP CHORD 2-3=-510/0,3-4=-510/0,4-5=-510/0 BOT CHORD 9-10=0/369,8-9=0/510,7-8=0/369 Cj 01 R7, WEBS 2-10=443/0,5-7=-443/0 NOTES l /,► :•- +ate 1)Unbalanced floor live loads have been considered for this design. — / i1 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. r 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. "d 49639 ' 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to (� ISi be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �'.rONAL � �.ti\V PROpk-- w 4 INE9 moo. 87022P, <` 7 0Aj; OR GUN r29 Ali "CI Sill B �\ ea A. Her- EXPIRES:06/30/2015 April 22,2014 4 e ®WA,'k g%-Veritydesiyn pa amters a::dd REAI1 l IES CN THIS ANC ZMWSE014 7€K REFERENCE PATE MIT 7473 mg.2,/29/014 8fO/If ifcE —ter Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1« Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IVIITek fabrication,quality control,storage,derrvery,erection and bracing,consult ANSI/7PI7 Qualiy Crifeda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 II Southern Pine(SP}lanrsbee it speed;ther£asige aeivas are there effective,06/03.12101.3 byM kC Job Truss Truss Type Qty Ply 3A R41832574 PL14-118_UP F07 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:48 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttIDzR3Xvde6STNeLXxTKHf dvmik361PxxY4tgFo27PubEzOQSF I 2-6-0 1 0.7-8 11- 1-2-0 1 1 1-3-4 1 1-6-0 I I 2-5-8 1 1 1-2-0 I I 1-11-0 Scale=1:23.7 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 e • 9 G N \ .." _ r ' 101111.11111-' e e O tl e ee „ 16 15 14 tit 12 11 3x8= 1.5x3 II 1.5x3 II I 3h8 13-11-8 14-6-8 1 7-6-12 I 10-3-4 p0-10-4111-5-4 1 13-7-4 I 3-4-8 0-7-0 0-7-0 3-0-4 2-8-8 0-7-0 0-7-0 2-2-0 Plate Offsets(X,Y): f7:0-1-8,Edgel,18:0-1-8,Edgel.114:0-1-8,Edael,115:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.02 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.03 15-16 >999 360 BCLL 0.0 Rep Stress Ina" YES WB 0.17 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:63 lb FT=0%F,0%E LUMBER BRACING II TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:13-14. g REACTIONS (lb/size) 16=298/Mechanical,13=668/0-3-8 (min.0-1-8),10=219/0-2-4 (min.0-1-8) Max Gray 16=318(LC 10),13=670(LC 9),10=235(LC 4) tw\AIONTO 14, FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-539/0,3-4=-539/0,4-5=-539/0,5-6=0/262,6-7=0/268,7-8=-312/0 0 di' III �r BOT CHORD 15-16=0/547,14-15=0/539,13-14=-15/347,12-13=0/312,11-12=0/312,10-11=0/312 C./ +S .. ,1„ WEBS 2-16=-590/0,5 13=508/0,5 14=0/328,7-13=-504/0,8-10=350/0 .. - 1, trl NOTES 1 N 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 1l, 3)Refer to girder(s)for truss to truss connections. ;, 4 49639 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. ( ts 4br -' 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks toNALG be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard () PRppe. ,c.�, ��GINE fiR / v 870 2PE< cv y(12,r. OREGO, cls' 41/ o �'t`f13ER \\ O ‘,.*• A. H'ER 'P EXPIRES:06/30/2015 April 22,2014 I I ®W4SNIMJ.trer.'`ydeviynra;anantatsand REAP aM T€SONTRFSAX imauraWIVESEFER€N.T/ €KIP 7473 mrd I/25/2014 DEEMl € �' Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1911 Quality Criteria,DSB-69 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ft Southern;Pine(408)lumber is specified,the mages Woes am these effective 08/31112013 byA SC Job Truss Truss Type Qty Ply 3A R41832575 PL14-118_UP F08 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:47 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttlDzR3Xv-5ggggjfzIFbBvpYqTTDzcJaVVsKjlc?byon2EPgzOQSE I 2-6-0 I 1 1-0-10 ii 1-2-0 11 0-11-2 1 Scale=1:33.2 1.5x3 II 3x6 = 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4= 1.5x3 I I 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 c. N • / • • (1; 13 12 3x4 = 3x8= 3x6= 1.5x3 II 1.5x3 II 3x8= 3x4=- 12-8-10 12--10 I 11-6-10 11?-1-101 1 19-0-4 I 11-6-10 0-7-0 0-7-0 6-3-10 Plate Offsets(X,Y): 16:0-1-8,Edgel,f7:0-1-8,Edgel LOADING(pst) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.31 15 >738 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.48 15-16 >469 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:86 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=831/0-2-8 (min.0-1-8),11=831/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TONIO N, TOP CHORD 2-3=-3020/0,3-4=-3020/0,4-5=-3781/0,5-6=-3781/0,6-7=-3451/0,7-8=-2988/0,8-9=-2988/0 'Y"N BOT CHORD 16-17=0/1795,15-16=0/3655,14-15=0/3451,13 14=0/3451,12-13=0/3451,11-12=0/1798 0c7 v WASjjf. WEBS 2-17=-1937/0,2-16=0/1323,4-16=-685/0,4-15=-28/296,5-15=-266/0,6-15=-69/599,9-11=-1940/0,9-12=0/1285, C.) 'fC 1 7-12=-786/0 ,ex ,d i isT , • .. 0 NOTES j I:4 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. lo E 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-Pi 1 d� 49639 , 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails, Strongbacks to 0 f°jfi:? be attached to walls at their outer ends or restrained by other means. G LOAD CASE(S) Standard " �tii' P R pFFSs 870 2PE ? ''41>, OREGO ri lis 'SCh �4I ER1� 0`9 A" HER EXPIRES:06/3012015 April 22,2014 4 1""" i ®ViAmIFKi Ne::tyrlca�n parameters aa1 READ ICIES OtH'INIS IYCI CED MIR'REFERENCE B HIE 13 roe I/75/2I148f 4).8EtJSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and n for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 11111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction s the responsibillity of the MiTek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BY! A fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quagty Crileda,DSB-89 and SCSI Bufding Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Pt Scwsfseemhine(SP)tsx atxa is specified,Vat design values are.thoseetfactive 06/01f201.3 tryA SC Job Truss Truss Type Qty Ply 3A R41832576 PL14-118 UP F09 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc. Mon Apr 21 15:40:47 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttIDzR3Xv-5ggggjfzlFbBvpYqT7DzcJaWrIgkc?ayon2EPgzOQSE 1 2-6-0 I 1 1-0-14 11 1-2-0 110-11-2 1 Scale=1:33.2 1.5x3 II 3x6 = 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4= 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 o /I \u N e 1 16 15 14 13 12 3x4 = 3x8= 3x6 = 1.5x3 I I 1.5x3 I I 3x8= 3x4 = 12-8-14 I 11-6-14 112-1-1' 1 19-0-8 I 11-6-14 0-7-0 0-7-0 6-3-10 Plate Offsets(X,Y): f6:0-1-8,Edgef,17:0-1-8,Edaej LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.31 15 >735 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.48 15-16 >468 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:86 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=832/0-2-12 (min.0-1-8),11=832/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 010N1-0 itt TOP CHORD 2-3=-3025/0,3-4=-3025/0,4-5=-3791/0,5-6=-3791/0,6-7=-3457/0,7-8=-2992/0,8-9=-2992/0 BOT CHORD 16-17=0/1797,15-16=0/3661,14-15=0/3457,13-14=0/3457,12-13=0/3457,11-12=0/1800 C,4 WEBS 2-17=-1940/0,2-16=0/1326,4-16=-687/0,4-15=-25/297,5-15=-265/0,6-15=-69/600,9-11=-1943/0,9-12=0/1287, C,j �4 7-12=-789/0 ' 'C NOTES 1 N 1)Unbalanced floor live loads have been considered for this design. 4 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. t/`ed ;r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 44 49639 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0,131"X 3")nails. Strongbacks to t7A4.4bIST509 be attached to walls at their outer ends or restrained by other means. 10 -.10 LOAD CASE(S) Standard ',.4 4 O PRQFFOs 87022PE r` r y Aj, OREG•N ti� v Z ©S A. He EXPIRES:06/30/2015 April 22,2014 6NI t tf4RNT `-VereydesiynparaureersuudREADFATESGNTHISANGh(£.tSED:§TTE,(REFERE/r4�PIASEP9f7`473rxx1/19/2C?4BE,FO5IEd : ` Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ' ®�T erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quatily Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern ie(3131 launtaevis specified,tiledesagn cataues ore:ihase a festiue 06W01/201.3 by AMSC Job Truss Truss Type Qty Ply 3A R41832577 PL14-118_UP F10 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:48 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv-Z1DDu3gc3Yj2Xz701BkC8X6k2kCgLV350Rony6zOQSD 1-8-4 I 1-2-12 1 2-6-0 I 1 1-2-0 I I 1-3-0 1 1-6-0 I Scale=1:22.1 1.5x3 I I 3x6= 3x5= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 eb N _AIe p e Illtal 14 1, 12 11 10 3x4= 3x6= 3x6 = 1.5x3 II 3x4= 3x4= I 1-11-4 I 8-6-8 1 9-1-8 1 9-8-8 1 12-8-8 I 1-11-4 6-7-4 0-7-0 0-7-0 3-0-0 Plate Offsets(X,Y): f5:0-1-8,Edgel,f10:0-1-8,Edgel LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.05 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.07 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:59 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 14=-381/Mechanical,13=1097/0-5-8 (min.0-1-8),9=390/0-2-8 (min.0-1-8) Max Uplift 14=-438(LC 4) Max Gray 13=1097(LC 1),9=390(LC 4) �y,tONfO , FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. }�<t WAS,jt"�'Tt��y, TOP CHORD 2-3=0/802,3-4=-661/0,4-5=-661/0,5-6=-799/0,6-7=-799/0 C9 K1( BOT CHORD 13-14=-802/0,11-12=0/799,10-11=0/799,9-10=0/497 i' '�3 WEBS 2-13=-588/0,2-14=0/918,3-12=0/891,3-13=-810/0,7-9=-598/0,7-10=0/393 ( k ', t NOTES 1he i 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. li ,re 49639 ,4:3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 9et) + , 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=438. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 43/0N1��. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. OF LOAD CASE(S) Standard C's 0,9 c.,' l , ©� ,Q - 7 870 2PE y -5, OREG N tiQ 41 'QC cc, BER AN N'\ °ISA 1-ie SP EXPIRES:06/30/2015 April 22,2014 0 ®t9A NIM-Vedic dexi7n ru,amessrs and READ WITS CH 7RiS AND MIMED 1fTTEX 8EFEfy!4 E PAM MTT.7 413 me I/2512014 AFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Mil- Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M�Tek.. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 Qualify Criteria,DSB-89 and BCS!Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 li!SouthernPhse(SP).larmrber is spec Mad,the.dun senses amid tkiose artfecthre 06/412/2013 byA SC Job Truss Truss Type Qty Ply 3A R41832578 PL14-118_UP F11 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:49 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttlDzR3Xv-1 Dnb5PhEgsrv871CauFRhkfvc8Zm408EF5XLUZzOQSC I 2-5.4 1 1 1-2-0 I I 2-0.8 I 2-6-0 I I 1-5-0 I Scale=1:22.3 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 • • a — N –e. e • ep eki IL ,/ (-3 A dX� 1C 11 10 F'1 3x4= 1.5x3 II 3x4= 3x8= 3x4= 3-11-12 I 2-8-4 1 3-3A 13-10-6 II I 8-7-12 8-9-p 12-9-12 I 2-8-4 0-7-0 0-7-0 0-Y-b 4-8-0 0-5-8 4-0-8 Plate Offsets(X,Y): 12:0-1-8,Edae(.f10:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (roc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 022 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.05 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:58 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:8-9. REACTIONS (lb/size) 12=317/0-2-8 (min.0-1-8),8=60/0-2-12 (min.0-1-8),9=739/0-5-8 (min.0-1-8) Max Uplift8=-64(LC 3) Max Gray 12=321(LC 3),8=146(LC 7),9=754(LC 8) .3SONIO tt,�r, FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. C) 01 WASk TOP CHORD 2-3=-565/0,3-4=-565/0,4-5=0/538,5-6=0/533 rC a BOT CHORD 11-12=0/565,10-11=0/565,9-10=0/370 F,/' �k; r WEBS 2-12=-610/0,4-9=-841/0,6-9=-452/0 CO , N NOTES 1)Unbalanced floor live loads have been considered for this design. ' ,j 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. 496 CC,,iz,,f' 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8. (\\ uP �r 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. y� 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 4�' 4 Q PRt3FFss s' '' 870 �0�� 870 2PE N N y S N ti� CU 95 '�BERGREG � �© C7S A. H E¢�4` EXPIRES:06130/2015 April 22,2014 a �� A 6 4.mi ye-ey deu/7n ran usuurs uud READ NOTES CM MUM7'RT.ti££S#,:7£K 6£££RENU PAGE f/ti 7473;xc 1/25/ZL UU i2t£USE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and n for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek`Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY{ 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Tell Qualify Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 1f Southern.Pine OSPllcosstser is specified,z9,wdesign>vetoes urn tesne e4f ctisse06/05/201.3 by MSC Job Truss Truss Type Qty Ply 3A R41832579 PL14-118_UP F12 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:49 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv-1 Dnb5PhEgsrv87iCauFRhkfur8Vg4?6EF5XLUZzOQSC I 2-6-0 I I 1-4-4 I I 1-2-0 1 I 1-3-4 I 1-6-0 j Scale=1:18.9 1.5x3 11 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 e ° o- e 0 7-777 e. --.....—,-----7;Y ° v ., a ii °-I 11 10 9°3x4=3x6 = 1.5x3 11 3x4= 3x4= I 6-8-12 1 7-3-12 17-10-12 1 10-11-0 6-8-12 0-7-0 0-7-0 3-0-4 Plate Offsets(X,Y): 14:0-1-8,Edoe),f9:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.06 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.10 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:50 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 12=475/0-4-4 (min.0-1-8),8=475/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 010N.10 TOP CHORD 2-3=-1280/0,3-4=-1280/0,45=-1064/0,5-6=-1064/0 BOT CHORD 11-12=0/925,10-11=0/1064,9-10=0/1064,8-9=0/624 ��a O Wf3,Fj WEBS 2-12=-998/0,2-11=0/383,411=-22/331,6-8=-749/0,6-9=0/566 NOTES 01 ,k_ t V 1)Unbalanced floor live loads have been considered for this design. / ta 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ?r 4. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to air 49639 t4, be attached to walls at their outer ends or restrained by other means i --,.'''' LOAD CASE(S) Standard c$' 6 SIONAI �ti4cO PRQFess w 8 • 2PE ,{ y ''Ois REDO dl,)©Lt/ 0 M1EB EXPIRES:06/30/2015 April 22,2014 i if ®WABNIf3-Ver?ydesfnparameters andREAD IOM'SChi1HI8Ate MIMES MUSK PFFFI1FM.EPAGE ff777413sead,/Zfl/2[r740Mattt5 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �� Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the /�� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Mi ET el• fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Carus Heights,CA,95610 If Southern Rime f31?f tcantaee is specified,the design Amides ase-ttraee effective 06/01/2013 byALSC Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 1 /q 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow or CouldPersonal Cause Property icatedDamage MMDimensions are in ft-in-sixteenths. inkApply 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 SCSI. 2. Truss bracing must be designed by an engineer.For 1416 r4 wide truss spacing,individual lateral braces themselves 00 may require bracing,or alternative Tor I ce �� 11611\11PAIArditi p bracing should be considered. O U 3. stack Never exceedmaterials theon design inadequately loadingbraced shown andtrusses. never F � 1- 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate "e C6-7 c5-6 designer,erection supervisor,property owner and plates 0 ''U' 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR 1311,ESR 1352,ESR 1988 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 Southern Pine lumber designations are as follows: in all respects,equal to or better than that i� Indicated bysymbol shown and/or SYP represents values as published specified. i� by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. 1 Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTekO All Rights Reserved approval of an engineer. ■M reaction section indicates joint 17.Install and load vertically unless indicated otherwise. lar number where bearings occur. Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable MINIM _� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: 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 is not sufficient. DSB-89: Design Standard for Bracing. ivirrekt BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013