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Plans (77) .z 14 ST-hv/4 -Gv, ?,' 4v1/4( ow— mit MiTek MiTek USA, Inc. Su7777itGreenback109 Lane e Re: PL 14 1 18 UP Citrus Heights,CA,95610 Telephone 916/676-1900 3A Fax 916/676-1909 The truss drawing(s)referenced below have been prepared by based on the parameters provided by Pacific Lumber & Truss Condustries Inc. Pages or sheets covered by this seal:R41832568 thru R41832579 under my direct supervision My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. � �RED PRO s �,co ..1GINE yf©2 871 2PE 9 C 7 `0r, OREGON 2 bs A. H EBNA EXPIRES:06/30/2015 Hernandez,Marcos April 22,2014 The seal on these drawings indicate acceptance of professional engineering responsibility truss components shown. The suitability and use of this component for any responsibility of the buildingdesigner, psolely for the goer,per ANSI/TPI 1. particular building is the not MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Fax 916/676-1909 Re: put 4-118_UP 3A referenced below have been prepared by MiTek Industries,Inc.under my direct supervision The miss drawing(s) Pacific Lumber &Truss Co.. based on the parameters provided by Pages or sheets covered by this seal:R41832568 thru R41832579 on is January 2,2015. My license renewal date for the state of Washingt SI/TPI secti Lumber design values areinlumber° values establishedance with by other on 6.3 These miss designs rely 1$1ONIO o o JASF O 4,49639 1 S ONA11 , �✓ April 22,2014 engineering responsibility solely for the Hernandez,Marcos professional is thert The seal p these drawings indicate acceptancety u of of this component for any particular building miss components shown. Thedesigner,per ANSUTPI 1. responsibility of the building Job Truss PL14-118_UP F01 Qty ill 3A Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 17 841832568 obs R-f-1-3 201ren4ce ..tion-I 7.510 Jan MiTek Innusines,Inc.Mon Apr 21 15:40:41 2014 Page I ID:SygD?CTgSFZSjSNcSIttIDzR3Xv-GgIZOgaDiPr1Bu5g6D6ZM2KUbwgZCHJ3PsbwCozOQSK 2E-0 0-c_ H1I-2 0.I—11-2 Scale=1:32.8 1.5x3 II 3x6 = 1.5x3 II 1 2 3x4 = 1.5x3 II 3x4 = 3 3x4= 1.5x3 II _ o �'� —���-� 4 5 g 3x6 15x3 II N _ + YInt IF,'17 �r•�:��r•.r_r.�e� 3x4 = 1611W1111............ �+ 3x8= 15 14 13 12 ��� 0 3x6= 1.5x3 II 1.5x3 II 3x8= 3x4= Plate Offsets X Y: 6:0.1-8 Edte 1262 11♦-z :0.1-8 Edte LOADINGr 7-0 o-7-0 6-x-10 (psf) SPACING 1-7-3 TOLL 40.0 Plates crease 1 03 CSI DEFL TCDL 10.0TC 0.42 in (loc) I/deft 480Ud BCLL 0 0 Lumber Increase 1.00 Vert(TL) -0.29 156 >767PLATES GRIP Rep Stress lncr YES BC 0.79 VeHort(TL) -0.467 15-16 >483/a n/a MT20 BCDL 5.0 Code IBC2012/1•PI2007 � 0.66220/195 (Matrix) Horz(TL) 0.07 11 n/a n/a LUMBER TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORDWeight:85 lb FT=0%F,0%E BOT CHORD 2x4 DF No.1&Btr(flat) BRACING Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD end vicei WEBS 2x4 DF Stud/Std(flat) ling REACTIONS (lb/size) 17=822/Mechanical,11=822/0-4_4 (min.0-1-8) Rigid ceiling directly applied or 10.0-0 oc bracing. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2976/0,3-4=_ TOP CHORD 1-317_ 2976/0,4-5=-3689/0,5-6=-3689/0,6-7=_3386/0,7-8=_ WEBS =0/1772,15-16=0/3588,14-15=0/3386,13 14=0/3386,12-13=0/338629,1-12 0/17744/0 �T��, 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=- 7-12=-756/01916/0,9-12=0/1262, {j �p NOTES 1)Unbalanced floor live loads have been considered for this design. A, 2)Refer to girder(s)for truss to truss connections. N 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI Pl 1. ,.a11 39 47 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 be attached to walls at their outer ends or restrained by other means. , � 6 � LOAD CASE(S) Standard V- -1O rA . t) PRQf Q� SIG l N,9`SS'f%p 870 2PE u> "c,1 OREGO (n �ti O 'OBER 1\ ' A. HE' EXPIRES:06/30/2015 ®sastnervs vetydeaarErsedq ntsc,4arrt�me zor�Qt€a r April 22,2014 Design valid for use only with M7ek connectors.This design is bored on u REFERENCE Applicability pof designse only upon parameters shown,nd b for ay ndividua b�uildingcUSE omponent. is for lateral support parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown erector.Additional permaneindividual ci members th vverall structure is the responsibility of the building designer.For general guidance regarding N.Additional temporary bracing to insure stability during �` fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T9I1 Qualify Crifeda,DSB 89sandtBCS1 Building Component Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. is the ponsibillily of the if Southern Pure ISP)lumber is specified,the eedgn values are: ..efff 06 NIST@k' Ztl/2A31.3 by 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 Dry ®3A 841832569 Job Truss 5 •b Ref-leo-- 0•Tonal PL14-116 UP F02 7.510 s Jan 13 2014 Mitek Industries,Inc.Mon Apr 21 15:40:43H0�PagG�OQSi Lake Osweg°.Ore9on ID -C30KgLcTE0510C �1RTPs6j 9 Pacific Lumber&Truss Co.. 1.2.0 2, 0-� 2-5 8 F— -6_ �� 1 2�b:576:-1 Scale318,:., =1:41.3 2r� I _ 1.5x3 I I 1.5x3 II 3x6 FP 14 x6= 11 12 13 10 1.5x3 I I 8 9 >.�• � o 1.5x3 II 3 4 5 7 w`" a2 _ iii_ jam% 1I'w—�.' ����5►� 325IFPxI7-1372212 � -0lzPlate Offsets X : 4:0 1-8 Ed•e 5:0-1-8 Ed.e 8:0-1-8 Ed.e ieDSPACIN1VLOADING(psiTCLL 40.0PlatesIne 16 n/a nla 10.0 Lumber Increase 1.00 WB 0.30 Horz(TL) 0.01 Weight 109 lb FT=0%F,0 kE TCDL Cod Stress Incr YES BCLL 0.0 (Matrix) BCDL 5.0 Code IBC2012lTPI2007 BRACING applied or 6-0-0 oc purlins, except TOP ORD Structural wood sheathing directly LUMBER end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud/Std(flat) All bearings 0-5-8 except Qt=length)15=Mechanical,25=0-4-4. y�pNic) REACTIONS 19=877(LC 3),16=745(LC 14) (Ib)- Max Uplift All uplift 100 lb or less at joint(s)15 15 except 25=449(LC 14), �� �� Max Gray All reactions 250 lb or less at joint(s) a ite Max.Comp./Max.Ten.-All forces 20(Ib)or less except when shown. k k; FORCES (Ib)- 1159/0,4-5=-89210,7-8=0/400,8-9=-423/83,9-10=-423/83, e-� TOP CHORD 2-3=-115603 11 1 1820=.100/0, /f 1, tgl 10-11=0/603,11 12=0/603,12-13=0/597 BOT CHORD 18-19=-83/423, 6-17892, 9 931268,15-16=-304/440/892 - WEBS 7-19=-590/0,2-25=-932/0,2-24=0/319,4-24=0/403,5-20=-964/0,8-19=-694/0, 496339 10-16=802/0,13-15=-47/329,13-16=-475/0,7-20=0/586GiS T � NOTES NAL 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 100 lb uplift at joint(s)15. 3)Provide a mechanical for truss toct trou(bothections. ers)of truss to bearing plate capable of withstandingr p P � �s 4)Provide me d 2x st connection(by \ �N(jP Qp s� spaced 2012t 10-0-0 io andl Building Code to each on 2 with 3-10d and referenced"X 3")a nails. NSITT 11. to 5)This truss is designed son edgeance , p the International Building section 2306.1 standard ANSIlT 6)Recommend 2x6 s 9 other means. 9 be attached to walls a their outer ends or restrained by 870 � 7)CAUTION,Do not erect truss backwards. - LOAD CASE(S) Standard 414 5. �0� OREGO el, LU O I? -0,, BER -NN ©S A H 'il EXPIRES:06/30/2201 ril 22,2014 c ma MIT 1:13 sew S`Z1fFilPd EWE USE component. NI ®s€gnn€ oe r upon parameters shown,andis for an individual dual designerlligBracing hil� ��* r, u'esa n parmemrs aoi READ N,4'€S ON MIS AND:MIMED 5417€15 REFERENCE ma proper incorporation of component a responsibility of building cons not true Is the re Brashown the gage 109 4 for lateral valid for use or only with Mu rs connectors.on design ibased p bracing to insure stability during 7777 Greenback Lane, erecr. Applicability t design pa AdditionalOretemporary Citrus Heights,CA,95610 6 for support of individual web members only. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regar inn SafSafety Into qualify control,ilaestnrage.deTruss Plate erection and bracing.et,Suite uit lexandrQ13 31ity V 314. D56-89 and SCSI Building Component bo� o Twee( ltuml.es from it specifedo deg vx8 ase same..,Su u3e2,Alexond3.3I3v sC Job Truss Truss Type Qty Ply 3A PL14118 UP F03 R41832570 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 Pagel ID:SygD?CTgSFZSjSNcS 1 ttIDzR3Xv-gFi2hd5?KDc2LgFoLfG_hy2t75bPIuVSpgapLzOQSH I 2-5-4 I I 1"2"0 I I 2-0-8 I 2-6-0 1 1 1-4-4 Scale=1:22.2 1.5x3 I I 3x4= 1.5x3 I I 3x4= 3x4 I I 3x4= 1.5x3 I I 1 2 3 4 5 6 7 e Y _ m N — -V . O .1.1.111111.111 e �I eL. 1 E" 11 10 g 8 3x4= 1.5x3 II 3x4= 3x8 = 3x4= 3-11-12 I 2-8-4 /017- 313 13-10-4 I 8-7-12 12-9-0 I 2-8-4 0-7-0 0-7-0 s-'i-6 4-8-0 0-11-5 3-11-12 Plate Offsets(X,Y): 12:0-1-8,Edge),(10:0-1-8,Edae) LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/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 Uplift8=-66(LC 3) Max Gray 12=321(LC 3),8=143(LC 7),9=753(LC 8) AONIO , FORCES (Ib) Max- .Comp./Max.Ten -All forces 250(Ib)or less except when shown. �oj v Wit+ '' , TOP CHORD 2-3=-565/0,3-4=-565/0,4-5=0/538,5-6=0/533 y BOT CHORD 11-12=0/565,10-11=0/565,9-10=0/370 ' 4", #}s SI„.. BOT WEBS 2-12=-610/0,4-9=-841/0,6-8=-123/255,6-9=-444/0 k y �OP 1 L NOTES / N 1)Unbalanced floor live loads have been considered for this design. ir 2)Refer to girder(s)for truss to truss connections. .d 49639 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 11 x ' 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8. �h GiSi o . 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Ak"i11TAL 140 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. LOAD CASE(S) Standard KC'k 0 P R L3pe 87022PE �1' N cv y 'Qj, OREG•N 29 0`9 A. NERC EXPIRES:06/30/2015 April 22,2014 4 B A 61114AN7/ -Vx,d?yries:/it parameters axi READ f TES ON THIS AND INCIIILED1411EK REFERENCE PASE 14117473>c 1/25/2/145 4EUSE �•• Design valid for use only with MiTek 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 Milek,. 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 Quality Cdteda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Heights,his,CA,95610 Itbourhasar.Pine M Plumber is specified,tha design,.values are those efts 06/01/2013 by ALSO 6 Job Truss Truss Type Qty Ply 3A R41832571 PL14-118_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 I D:SygD?CTeSFZSj S NcS 1 ttIDzR3Xv-gF_i2hd5?KDc2LgFoLfG_hy2f7r?PIoV SpgapLzOQSH I 1-9-0 I I 1-6-12 1 1 1-2-12 1 1 1-6-0 I I 1-2-0 I I 2-7-4 I Scale=1:21.8 1.5x3 II 3x4= 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 3x4 = 8 _ - ee 0 o11111111411111111114111 — .1.1.1.' X ,111.11111116."- — _ '1+ N o e > g 0. o 0 15 14 • 12 11 10 9 3x4= 3x5= 3x4 II 3x5= 1.5x3 II 1.5x3 II 3x4= 5-2-8 I 12-6-12 I I 5-2-8 7-4-4 Plate Offsets(X,Y): 16:0-1-8,Edge1.17:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft L/d 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 BCLL 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),15e236(LC 8),9c291(LC 4) otONLO FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-290/6,3-4=-290/6,6-7=-476/0 �}C7 °1 WASSS, 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 �i.1 WEBS 413=-606/0,2-15=-331/0,414=0/426,6-12=-302/0,4-12=0/447,7-9=-510/0 :.-, QCo , NOTES S 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. ,.d `i'r �'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 to7IST E be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. S40NAL G LOAD CASE(S) Standard �� ° PRQp 87022PE r--- // cn - '°>„ OREGO �) kr' -' 4/ \\ , ()t9A He- - �A EXPIRES:06/30/2015 April 22,2014 i i ®WARsNM% Verity desin parameters and REAL t 7ES ON THIS Ale ma MED MPTEK REFERENCE PAGE MTI 7473 rex 1/15/2024 BEM USE Design valid for use only with MiTek connectors.This design h based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component's 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 MY1 1 IC fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,058-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information Soo Pinef$P)ttomtnacs snee tite sign aalo s are'GStreet, ese efeirctative Gegui%2Qia by ALSO a. Citrus Fleignis,CA,95610 Job Truss Truss Type Qty Plygq PL14-118_UP F05 FLOOR 4 Pacific Lumber&Truss Co., Lake Oswego,Oregon 1 R41832572 ob Referen.- o.ti.nal 7510 s Jan 13 2014 Wel,Industries,Inc.Mon Apr 21 15:40:45 2014 Page 1 2_3-12 H____H10.0 2-6-0ID:SygD?CTgSFZSjSNcS1111DzR3Xv-8SY4F1ejmdLTfVPRt2AVXuV9QX6v8AMfK7Z7LozOQSG 1-2-0 Scale=1:21.9 1.5x3 II 3x4= 1.5x3 II 3x4= 1 2 1.5x3 II = A 3 4 3x41.5x3 II Y'i p. -Y-w 5munumis 11 6 7 Y w Y o N 12 ��� 11 10 9 3x4= 1.5x3 II 3x4= 3x6= s 3x4= 1 -7-4 Plate OffsetsSx Y: 2:0-1-8 Ed.e 10:0-1-8 Ed.e 12-7-4 LOADING(psf) SPACING LOA 40.0 1-7-3 CSI DEFL Plates Increase 1.00 TC 0.49 in 9-10 >999defl 4800 PLATES GRIP TCDL 10.0 Lumber Increase 1.00 Vert(Vert(TL) -0.1429-10 BCLL 0.0 Rep Stress Incr YES WB 0.50 HOrz(T) 0. 2 9-10 >707/a 360 n/a MT20 220/195 BCDL 5.0 Code IBC2012lrP12007 0.34 Horz(TL) 0.02 8 n/a n/a (Matrix) LUMBER Weight:56 lb FT=0%F,0%E TOP CHORD 2x4 DF No.1&Btr(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud/Std(flat) end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (Ib/size) 12=549/Mechanical,8=549/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1204/0,3-4=-1204/0,4-5=-1646/0,5-6=-1646/0 BOT CHORD 11-12=0/1204,10-11=0/1204,9-10=0/1560,8-9=0/1109 ON lr WEBS 3-10=0/263,2-12=-1310/0,6-8=-1198/0,6-9=0/579,4-10=-545/0V. _'` NOTES �{? � � G 1)Unbalanced floor live loads have been considered for this design. T 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. 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 be attached to walls at their outer ends or restrained by other means. I,•,,t,.:,,,p,4,01.41.9s6T:139v it LOAD CASE(S) Standard !-, 0NAL G ' -0 PRO/ g, . �GINr;&9 cS'`0i ' 87022PE fir' 5. Aw -0) OREG l►N r.©'� 41:✓ 0 8ERA ' % Al. NER EXPIRES:06/30/2015 April 22,2014 ®mays_Ved4 desr s para &'E.4S//7 TES ON THIS AM .CwED NITEKREFEtu:is ACE Mil 7 473 3e„.. Design valid for use only with M ek connectors The design is based on designparameters and 11.25/2�#�$�`� F Applicabilityof proper incorporation of component upon parameters shown,and b for designer individual buildingcomponent.Bi Pal B for lateral supped of individual web members only.Additional temporary braciis ng toinsure stability ity of dring construction is thdesigner Bracing shown erector Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rvile fabrication,quality control,storage,delivery,erection and bracing,consult ANSI PfipCoron n the Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. �G� MY 221 ,Criteria,DSB-89 and BCSI Binding Component If S:aiphv+m.eine(5p)lumbar is egos edT tlladas,g values am tines clfa,.yp„t DbF£}3/2EP1.3 byAl;SC 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 Job Truss Qty Ply1 .� 1 PL14-118_UP F06 7.510 s Jan 13 2014 Mitek Industries, Mon Apr 21 15:40:45 2014 Page 1 Pacific Lumber&Twos Co.. Lake Oswego,Oregon ID:SygD?CTgSFZSjSNcSIttIan 1 32014 M1 4F1 ejmdLTfV Inc.c.Mon AX 21 15:4 48Eof14 Page zOQSG 1 20 1-1-8 1-6-0 1-4-0 Scale=1:13.6 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 I I 5 3x4= 6 1 2 3x4=1_,,,ii.„-ms 3 4 w PIMIIIIIIIIIIIIIIMIMMIINIMIMIIIIIIIINIOINIIMMIIIIIIIIMIIIIIINIIIMIMRIPMMIIIIIIMIIMMIIIIIIIIII NI limil S _Ir ,..\ 2 r. MIN �'. /' 3x4= 7 9 8 10" 3x4= 3x4= 3x4= 3-8-0 '3-' 2-10-8 3-1-0 0-7-0 0-7-0 3-1-0 Plate Offsets X : 8:0-1-8 Ed.e 9:0-1-8 Ed.e DEFL in (loc) I/deft Ud PLATES GRIP 1-7-3 CSI >999 480 GRIP LOADING(p0. SPACING Vert(LL) -0.01 9-10 TC 0.09 Vert(TL) -0.02 9-10 >999 360 TCLL 40.0 Plates r nc ea 1.00 BC 0.11 Lumber Increase 1.00 Horz(rL) 0.00 7 n/a n/a TCLL 10.0 WB 0.12 Weight:33 lb FT=0%F,0%E BCLL 0.0 Rep Stress 12 YES Matrix BCDL 5.0 Code IBC2012/TPI2007 (Matrix) BRACING or 6-0-0 oc purlins, except LUMBER TOP ORD Structural wood sheathing directly applied end verticals. TOP CHORD 2x4 DF No.18,Btr(flat) or 10 0-0 oc bracing. BOT CHORD 2x4 DF Stud/ td(fiat) BOT CHORD Rigid ceiling directly applied WEBS 2x4 DF Stud/Std(flat) REACTIONS (lb/size) 10=308/0-2-8 (min.0-1-8),7=308/Mechanical MO FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. � j3 TOP CHORD 2-3=-510/0,3-4=-510/0,4-5=-510/0 �k �4. BOT CHORD 9-10=0/369,8-9=0/510,7-8=0/369 ,fr Q WEBS 2-10=-443/0,5-7=-443/0 co. A NOTES 7 1)Unbalanced floor live loads have been considered for this design. , 2)Refer to girder(s)for truss to truss connections. 49639 {" 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. 5)Recommend 2x6 strongbacks,on edge,nds,spaced at 1 10-0-0 other andmefastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer e LOAD CASE(S) Standard `��.NGI E .,,,?, s/0 2 87022Pt r g. SAT ORGON <L � CSS A HeRk EXPIRES:06/30/2015 April 22,2014 RE parameters shown, E V for an3,individual building component. ®t��s�#I:Y' 4'z-lydcsi�nYaarta.rbrsa,dREAD ICec5GtiTff£Sd4fd0£4YStr-€ft#TT€Kk€F€k€MT" t4li 7473,T,,,. 4fZt'P&tP£� l.15- rameters and proper incorporation of componentresponsibility srofsbaildin building designer nototrue is s the r er Brai Bracing I ty shown the /111 Design valid for use only with Mirek connectors.This design k based only uponp Applicability u designrPa is for lateralrsupport of individual web members Additional temporary bracingof 7777 Greenback Lane,Suite109 erector.Additionalupermanent ge,delg oc the erection overall structure bra ii the consult bilA SI the building designee 58- 9 and guidance g regarding 7777 Greenback CL, fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/rPll Quality Criteria,DSB-89 and BCS!Building Component if Southern Information isspad6ecklathe te:star-ttas are:these effective 05/01110131ayAt&C4 Job Truss Truss Type Qty Ply 3A R41832574 PL14-11B_UP F07 Floor 6 1 Job Reference(optional) Parc Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 Mitek Industries,Inc.Mon Apr 21 15:40:46 2014 Page 1 ID:SygD2CTgSFZSjSNcSIttIDzR3Xv-de6STNeL.XxTKHf dvmik361P1oxY4tgFoZ7PubEzOQSF I 2-6-0 1 0-7-8 i 1 1-2-0 I I 13-4 I 1-6-0 I I 2-5-8 I I 1-2-0 1 1 1-11-0 1 Scale=1:23.7 1.5x3 ll 1.5x3 II 1.5x3 II 1.5x3 I I 1 2 3 4 5 6 7 8 9 0 0 0 <•,, \ N o` ee ee a s /1 16 15 14 / 12 11 3x8= 1.5x3 I I 1.5x3 II 1 34-8 13 11-9 14-6-8 I 7-6-12 I 10-3-4 paw-4111-54 I 13-7-4 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): 1.7:0-1-8,Edgel,18:0-1-8,Edgel,114:0-1-8,Edgel,[15:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Lid 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 Incr YES WB 0.17 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:63 Ib 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:13-14. 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) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 3 ONIO 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 1 WAS tis 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 G0 �a WEBS 2-16=-590/0,5-13=-508/0,5-14=0/328,7-13=-504/0,8-10=-350/0 ' /‘ ' ' NOTES 'e + r„r, 0 1, VI N 1)Unbalanced floor live loads have been considered for this design. Ilka 2)All plates are 3x4 MT20 unless otherwise indicated. i. 3)Refer to girder(s)for truss to truss connections. _-11), d� �����: 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. s� 2 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. v- 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 ,si, 14 be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 90 PROpe.c, \,-- ,It'�NGIN�Fg / 870 2PE - -0j, OREGO cf AQ O �''�$ER A\ EXPIRES:06/30/2015 April 22,2014 it 8 ®►4RNTF°'-Veal,design pa;ameerssod READ MIESQ7/THIS ANG MIMED BETADISE .�r Design valid for use only with MTek connectors.Tho design is based only upon parameters shown,and is for an individual building component. N1 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is forioteral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibiility of the i■'� ,. 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 ANSI/TPII Qualtty Cdieria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 tf Southern.Pine ISP)lumber is Apes Mod,. design eaiuzs are:tws:e etfastave 05/03/25Si a byALSC Job Truss Truss Type Qty Ply 3A R41832575 PL14-118_UP F08 Floor 2 1 Job Reference(optional) Pacific Lumber&Tess Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:47 2014 Page 1 1 D:SygD?CTgSFZSjS NcS 1 ttI DzR3Xv-5ggggjfzlFbBvpYqTTDzcJaVVsKj Ic?byon2EPgzOQSE I 2-6-0 I 11-0-10 II 1-2-0 110-11-2I 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 o N 1 16 15 14 13 12 3x4= 3x8= 3x6= 1.5x3 II 1.5x3 I I 3x8= 3x4 = 12-8-10 11-6-10 1F0-7-0-1-10i 10-7-0 I 6-9&10 1 11-6-10 Plate Offsets(X,Y): 16:0-1-8,Edge1,f7:0-1-8,Ednel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud 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 (Ib/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. ,t"{}j IO r,- 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 �i � ��4' 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 Lit flQ 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, {7 �hti Q 7-12=786/0 r*_;it " N NOTES 1)Unbalanced floor live loads have been considered for this design. \\\::17. ~ 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. �'f 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. et zia '104963 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 ,6'0$7 be attached to walls at their outer ends or restrained by other means. `9101VAVO LOAD CASE(S) Standard ti� O PROFp- c .� 4NGIN Fv/So t 870 2PE cv - 0' OREGO �f1,, a� On , 13EB 1i `s S A. NE EXPIRES:06/30/2015 April 22,2014 a ®MANDE-VE tyrfc=:i7npaanaatersa d REAL a IES ON THIS AND DMZ FE Kt TEKREFEREN:T PAGE ME7473mc1/19/TA s6tR30EL Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is .r 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 IYI { fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPI1 Qualify Crileda,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:Rine OA lumber is specified,the designs aaioes are those effosmve 06 t l f2O13 byAi-SC Job Truss Truss Type Qty Ply 3A PL14-118_UP F09 Floor 3 1 841832576 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-5ggggjfzIFbBvpYqTTDzcjaWrKjkc?ayon2EPgzOQSE 2-6-0 1 1-0-14 ii 1-2-0 j l 0-11-2 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 // e o e® e a \4444 N ° o a a I. 1 16 15 14 13 12ET 3x4 = 3x8= 3x6 = 1.5x3 II 1.5x3 II 3x8= 3x4= 12-8-14 11-6-14 1- 19-0-8 11-6-14 Fo0-7-1010-7-0 I 6-3-10 Plate Offsets(X,Y): 16:0-1-8,Edgel,(7:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft L/d 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. IONTO N. 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 Ccs 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, 7-12=-789/0 NOTES w i.,7- J., 0 li N 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. " 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 'b¢ 9639 ' 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 be attached to walls at their outer ends or restrained by other means. 9,, LOIS G LOAD CASE(S) Standard NAL p PROS �t n ss ,§ 7�NGINFF.R -0 `r' 87022PE { cv 7 `"' OREG•N (19 ti. ' SER N �° 4. He4°,9 y EXPIRES:06130/2015 April 22,2014 4 &4hgNi%-Way de=ign;:ararax�rs a:i 1)A�`IFS ON 7741S ANC 7°KIiZI'=G Ma'TFK REFERENCE PAGE 3f7I.7473=ex 112312014 BEONEUSE ...r Design valid for use only with MiTek connectors.The 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 �j erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' 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. If SaWrttwrn Banc ISP)lumber is:sf ec,ifi si,thw al sign values are-bunt effective i36/01/21113 byAL&C co us Heights,CA,95610 a 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 1-2-12 1 2-6-0 I I 1-2-0 1 1 1-3-0 I 1-6-0 I Scale=1:22.1 1.5x3 I I 3x6= 3x5= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 o- J e Z G N II e _ o- ° 14 ' 12 11 10 3x4= 3x6= 3x8 = 1.5x3 II 3x4= 3x4= 1-11-4 I6- 9-1-81 I 9-8-8 1 12-8-8 I 1 1-11-4 6-7 4 0-7-0 0-7-0 3-0-0 Plate Offsets(X,Y): 15:0-1-8,Edgel,f10:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/defl 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(LL) -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 Upliift14=-438(LC 4) Max Grav 13=1097(LC 1),9=390(LC 4) , oNIO j .„A„, FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. r....... S TOP CHORD 2-3=0/802,3-4=-661/0,4-5=-661/0,5-6=-799/0,6-7=-799/0 C9 Q. BOT CHORD 13-14=-802/0,11-12=0/799,10-11=0/799,9-10=0/497 k_, C11 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 I ' f•3 t -- NOTES 1)Unbalanced floor live loads have been considered for this design. 'r 2)Refer to girder(s)for truss to truss connections. A� ' 4963 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 0 ,6*G 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)14=438. . 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 47'01VALSS 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. �,�,"° P R OF LOAD CASE(S) Standard ,\� 04G114 �9 c$j0, 8702PE f y -©i,OREG N r kr CI US A A. EXPIRES:0613012015 April 22,2014 01 N ®W4.RMMMa Verify tis;yaporametrsrs;ArtREAD WITS UNINISANC IMIIJEDKIP(R€FEREM:iaPPAGE8117473wc12512014R� Ef/SE �` 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 t�A�T�Ii' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MVS ! IC fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Cdiada,D5B-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Ii a oI )t axifrom ntsec� Plate Instigtae,7mfs thine extire G6/GS/2013 by 4. Citrus Heights,CA.95610 i 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?CTg5FZSjSNcS1ttIDzR3Xv-1 Dnb5PhEgsrv87iCauFRhkfvc8Zm408EF5XLUZzOQSC I 2-5-4 I 1-2-0 1 1 2-0-8 I 2-6-0 I I 1-5-0 I Scale=1:22.3 1.5x3 I I 3x4= 1.5x3 I I 3x4= 3x4 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 a — -410/1' o '721' N e " e 1 11 10 e • 3x4= 1.5x3 I I 3x4= 3x8= 3x4= 3-11-12 I 7-8-4 I 30-73-4 -0 13-0-170-040-11-b -0-170-0-4 0-II-b 8-7-17 17-9-12 2-8-4 4-8-0 0$i 4-0-8 Plate Offsets(X,Y): 12:0-1-8,Edgel,f10:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft Lid 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.18&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) r ONJO FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ' 'Ng..A3tj1 VTOP CHORD 2-3=-565/0,3-4=565/0,4-5=0/538,5-6=0/533 �c ) � i '' !BOT CHORD 11-12=0/565,10-11=0/565,9-10=0/370 �4 : * „Q A+WEBS 2-12=-610/0,4-9=-841/0,6-9=-452/0 1..r a , 00 ry NOTES 4 1)Unbalanced floor live loads have been considered for this design. j"r 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. *d � � �7 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8. Q 4 1 �1� 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 70NALV'G be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard •��?s 0 PR R 0pe- 5' < GINE 4, I0 (t' 870 2PE 9f y �' j, OREG Ntifl41./ 0 '''YS' AN 1:)t9 A. Hes�� EXPIRES:06/30/2015 April 22,2014 9 4 aKAMMdl`-Verfydesign pasanaetrsartREAD R1J='rESCd110AND' tuta MITEK REFEREMT F34GEiSTT7473an.112912f 4BEF4€t/SE Design valid for use only with MiTek connectors.This design is based only upon parameters shown and is for an individual building component. l+ 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 fX1- e�- 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 Qualify Criteria,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 if Southern pine(SP1 ianr,fiev is specified,the-dasigss aakuas are those effective 06/03/2010 tayAtSC 4 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 I I 1-3-4 I 1-60 I Scale=1:18.9 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 0 N e o 1 11 10 9 3x4 3x6 = 1.5x3 II 3 3x4= x4= I 1 7-3-12 1 7-10-12 1 10-11-0 I 6-8-12611 0-7-0 0-7-0 3-0-4 Plate Offsets(X,Y): 14:0-1-8,Edge1,19:0-1-8,Edgej 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/TPI2007 (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. ,10NIO 1 TOP CHORD 2-3=-1280/0,3-4=-1280/0,4-5=-1064/0,5-6=-1064/0 A? - "T�" BOT CHORD 11-12=0/925,10-11=0/1064,9-10=0/1064,8-9=0/624 a o� i' y WEBS 2 12=-998/0,2-11=0/383,4-11=-22/331,6-8=-749/0,6-9=0/566 {9 .4 (R Irk. NOTES r* k le, L1b 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)8. 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 j 49639 be attached to walls at their outer ends or restrained by other means. 0+A.' 'GIsTEW" LOAD CASE(S) Standard .40NAL G <4cO PROP? 8a2PE 1r S. `oA), OREGO n 1u ''Ss�'QF' zER 1\ �� � A. He � EXPIRES:06/30/2015 April 22,2014 a a A 14ARNBC-Verity d*.in raranfessnrs and READWITS ON THIS AND€ait0€D MITEKREFERENCE PAGE Xdf 7 473:es 11/5/2GIg sH1EUSE . �•• 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 IXF fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quarrfy Criteria,DSB-89 and SCSI 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 ISP)is a1fer is srxectfoosiktd+e destga vatono ace Those wffantxare 06/0112013 by AMSC Symbols Numbering System General Safety tes PLATE LOCATION AND ORIENTATION 1 3/4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury MEDimensions are in ft-in-sixteenths. I4 Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 4 0-11162. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p may require bracing,or alternative Tor I _ O •• p bracing should be considered. 1.4„,,, O hi (5c,..0 ( 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c» cs"� cs e designer,erection supervisor,property owner and plates 0-1/1 ' 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,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 O4A OP Indicated by symbol shown and/or SYP represents values as published specified. 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, BEARING or less,if no ceiling is installed,unless otherwise noted. 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 MiTekOO All Rights Reserved approval of an engineer. ■Ei # reaction section indicates joint 11•111.161111M 11 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MONil 41 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. Mil 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, si 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTekANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013