The URL can be used to link to this page

Plans (93) f R4512464 t3:53:53201�a�gYQBtSIlli0ViGOI4 Reference°.Donal�sv��NnG7a'EG3t1Gh6y�1vA CAV ZeK 7VbetKaylv9&3P4A XGR Scale t jruss YPe pFk2`3P31GfPAG'� 10' ," FLOOR GIRDER-“USS ....5-f t'-- 1.5x3 11 P. F01 aegon doa. 15 UPPER geave 1.5r�,1 14 r Pt'15.264_ gTNss Co., 13 �,, 4 PadAc Wmber 1.5r� 11 12 �/. cr 19 11 11 2 t► 1G /r , t✓. 6 1.5x3 118 �y'r� •}�'ti-.di, 1.5X3 It 7 �Ia ,, I �a �r.. 15X311 4 Iy', ,,1 `�' 3X5 1g 1.5x3 11 2 I y-j•i` •jl�r'19 3x5 A 01101111111011..; ,1�I 21 20 1.5� •r' 22 3x5 ,r' 3 3x5 0. I 2 _ 2� 3x5� 14� 14 PI-POS 22�p 95 7.7-14 g2 1 d Mj20 0%E U � F. 11de F in llocl 20 X99 360 Weight 73 lb T c 0 7-0-14 G51. 30 V Deft- ` -0in �6 �9n a nla -Pp of 6-0.0°c pudtns' except ex TG 0• 4 11oR11 1 directly applied;.t- ": �' 17-3 BC 0.5 ura sheathing or ocbfacin9• CING"eas 1 Oo WB 039 G Wct I Wood lied10 0 0 •i (psi) - Oates pa eslombef Increase 1 Inct NO lMaUtXI B�CHORD end ve`icafg difeeUy apP O Rigid LApp1NG l40 0 Rep Stress 201?11p12007 NOP CNpRp d iGi_ 1- Code 1B 1G0� 00 BGL� 50 242310. -- F No gtfl0atl 9242310.9"10_- 16-17c016 _ q6 130 61-10120 2;4 OF S°•d gtd(_atl 0�4 t When sbo,n$r2g9310.8" 17 18.01163 0 66. 5. pR Of 6761 exceP g310. 254. 17= BpS GN 2x4 8.16- of fess 6.7,"2416-19=012254,17-16.0116035_0,1a6-6161.01646 19:012 g0410.14 WEBS tyel 24.124910-2 -7610-orces 250 Qb 6,-227010 a,119310�20c012q�22 161359. 359.1416 RF�G'rGIAO llbls 040.1 en. 110.4 5=-22"-A3.'- 3,119310.0 2_.1146412423'01358-0121_ FARCES obl 23:167 9110.11123.012014 2ti p62644_23....._40 10-A9-- soles. 0 It2 pR 11=- 2.24-2_3111112.21001,42,_22,3-.121602162,425, 2- 2.2- 410. SUon9ba�sto SOP GH O 2324.0113 p 2 y4,-17o 496.10-16--36 X 3.1 nails. chord. R F �g8 pR 5121-81;213210°102,-122--113=01496, �g>-27 010.12-16- considered f late at!°intlsto each truss 10d(0:13A"din at 12 on top ��Q.��\N��S/ A/,9 BO 17=-62 this design. 24. With 3• 1.1" � �'` ds have been se indicated. to beaAn9 and fastened concentrated loadlsl � � fes toot five loa4 fig 2 unless otherwise °f tNss 10 0 0 °c sans. support cAncen ck lB1' g7$2PE NOV�plates a San cal tonne cks o�yedge•o p es a ned b ded suffiUsibil tY°f°thea es ftOnt lFl°f ba �. - 31 PfOvideme�d 2X6 stroag�eir ou\eev�elsl shall G i dos the�;e Wss afe note ._�� m a11s d devi ce 41 Re attached tO thet a n atd cAnneebe pUed t°the fa E�,ON o 51 fThe des59npeOP EISI section,toads p e,1 00.Plate increase-x-1.00 to v� OR 5 ti 44" 2l A RY 1 J In the LOAD AA �umbef Incfeas IA.� PAL) �` 6`AppCA flwelbaan d)• SEls1 (balanced):11 Unatdo LoadsZq,bbl-15'g0 01 on Vert: Loads EPlRES••1213112016 ti A�9 std 2p15 Concentrated vett 2-.....6140 �E M�Z K U�l015 a0(nP°^e hoWn 7T eenbadr�^e CE PAGE t-7�dvldd i designer. s�s 5 o?ftEnUV Of the S Suite 10A MREK REF and d¢s,9ner-fNiclwn is thole r 9�mt�o^e^\ INCLUDED ometen sot bmtdir,9 im9 cons ro19`�d u8dln9 G THIS AND n f -.Ay b,A1V du a gene G5t 8 NOTES ON TN ed o u�t ocin t,osis staff deflo arpSe•69 and 8 Parainteters a^d Iz��a design s omPon�ygsVi°I the bu'dd� Gilled tilt ctod. gn is ed 0,4 r s1bAdY SIIRIt do oAV P 72314. Incc IesP° ®WARNING• V o°1:1" n eItcV.cb n e�beof e errdt shucfa cm9•eeofn Suite 312.Ptexon a. PPPt�oa tow°4°56 tc°use�ofe�e`�ttt'X ec�defrveN;�A�te.78 N.Lee Str 1sf°clEttr r3Iddd ofo VcOobte�InTntss Pt Sa+<hl 1n°�e^ opo Job Truss Truss Type Oty Ply POLYGON R45124649 PL15-264_UPPER F02 Floor 13 1 Job Reference(optional) Pacific Lumber F.Truss Co., Beaverton.Oregon 7.530 s Jul 11 2014 MTek Industries.Inc.Fri Aug 07 13:53:54 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-XbOZzFYuCATEPMi39xj11 QOZ6MZomLdfZNgfkdygBiR 1 0-10-17 1 l 1-2.0 1 1 0-10-6 1 1 2-6-0 I Scale:1/2"=1' 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 34x4= 4 5 6 7 8 e 0-e e _ e _ ._c - \ o N - N O e e e 1 13 12 11 10 9 3x4= 1.5x3 II 1.5x3 II 4x6= 3x6= 3x4= I 1-1-12 11-8-12 12-312 1 13-8-4 1 1-1-12 0-7-0 0-7-0 11-4-8 Plate Offsets(X.Y1- [2:0-1-8.Edgel.[3.0-1-8.Edge1 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.11 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.19 10-11 >847 360 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:62 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) 14=596/0-4-4,9=596/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-819/0,3-4=-1502/0,4-5=-150210,5-6=1871/0,6-7=-1871/0 BOT CHORD 13-14=0/819,12-13=0/819,11-12=0/819,10-11=0/1932,9-10=0/1219 WEBS 2-13=0/369.3-12=-382/0.2-14=-1170/0,7-9=1316/0,7-10=0/704,5-11=-471/0,4-11=-345/0,3-11=0/993 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)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. 2 14./ .8'782PE "7,.... y OREGON o',`" *-0.':y& 2 . 9 gRY 1y, 4- PAUL C\ EXPIRES: 12/31/2016 August 7,2015 i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEIC REFERANCE PAGE MII.7473 rev.02/162015 BEFORE USE. 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 responsibTly 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 responsibility of the .�' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ivI fabrication,quality control.storage.delivery,erection and bracing.consult ANSI/TPII Quality Crtieda,056-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. Suite 109 runic Heights r,A QSR70 Job Truss Truss Type Qty Ply POLYGON R45124650 PL15-264_UPPER F03 Floor 2 1 Job Referencelpptional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fd Aug 07 13:53:55 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-?nyxAbZWyUc51 WHGtfEXZdwpLm?ZVgaoo1 aDG3ygBiQ 1 2-6-0 I I}5-101 1 1-9-0 1 1 0-8-14 1 Scale=1:22.8 1.5x3 II 1.5x3 II 3x4= 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 30= 6 7 B e • r • e e111111 c _ ^/— \ N '' b • 9 ",- e 14 13 12 11 10 • 3x4= 3x6=1.5x3 II 1.5x3 II 3x6= 3x4= I 5-10-2 16.5.2 17.0-2 I 13-1-8 5-10-2 0-7-0 0-7-0 6.1.6 Plate Offsets(X.Y)— [4:0-1-8.Edge].(5:0-1-8.Edae) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.08 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.13 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(fL) 0.02 9 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (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 10-0-0 oc bracing. REACTIONS. (lb/size) 14=572/Mechanical,9=572/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1740/0,34=-1740/0,4-5=-1761/0,5-6=-1739/0,6-7=-1739/0 BOT CHORD 13-14=0/1163,12-13=0/1761,11-12=011761,10-11=0/1761,9-10=0/1163 WEBS 2-14=-1256/0,2-13=0/622,4-13=-268/180,7-9=-1256/0,7-10=0/622 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)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. • �� Ep PR OPFss . �NGINE6:9 �0 89782PE c --9 OREGON 'may 9-t PAUL 0 EXPIRES: 12/31/20.16 August 7,2015 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Miler(connectors.This design is based only upon parameters shown,and is for an individual budding 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 M iTek• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qualify control storage.delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria.DSB-89 and BCSI Budding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Suite 109 ra•,.Heigbt5 rd OSa1n Job Truss Truss Type Qty Ply POLYGON R45124651 PL15-264_UPPER F04 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 5 Jul 11 2014 MTek Industries,Inc.Fri Aug 07 13:53:56 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-U_WJOxZBjokyffsSGMIm6rT v9ffEGty1hJmpVyg8iP I 7.6-0 I I 1-8-6 1 1 t-2-0 110-6-14 1 Scale=1:25.0 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 53x4= 6 7 8 • • 0 a o I -1\- 990°°°°°°°°°°°°°°°°lj— _ 2 b 6 b v 1�n 13 12 11 10 3x4= 3x6= 1.5x3 II 1.5x3 II 356= 3x4= I 7-0-14 17-7-1418-2-14 1 14.4-4 I 7-0.14 0-7-0 0-7-0 6-1-6 Plate Offsets(X.Y)- [4:0-1-8.Edge].[5.0-1-8.Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deb L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.11 12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.17 12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:65 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) 14=626/0-2-8,9=626/0-4-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2010/0,3-4=2010/0,4-5=-2110/0,5-6=-1999/0,6-7=-1999/0 BOT CHORD 13-14=0/1294,12-13=0/2110,11-12=0/2110,10-11=0/2110,9-10=0/1295 WEBS 2-14=-1397/0,2-13=0(773,4-13=-317/104,7-9=-1398/0,7-10=0/760,5-10=371/105 NOTES- 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)14. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. �G� ED PR0Ft6,_ Q :9782PE 9r V OREGON c:; N.,ti--44,,13Y -1 '1- (( AUL 1 EXPIRES: 12/31/2016 August 7,2015 1 _ ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M11.7473 rev.02/16/2015 BEFORE USE Design valid for use only with Mitek connectors.This design is based only upon parameters shown.and is for an individual building component. �" Applicability of design parameters and proper incorporation of component a 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 MiTek' fabrication,quality control,storage.delivery.erection and bracing,consult ANSI/D.11 Quality Criteria.DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 ritmc Horatio`rA 55510 Job Truss Truss Type Qty Ply POLYGON R45124852 PL15-264_UPPER F05 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Aug 07 13:53:56 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-U_WJOxZ8jokyffsSGMIm6rT 19JyEJXylhJmpVygBiP I 7-0-10 I I 1-2-0 i 1 0-8-14 1 1 2.6-0 I Scale=1:18.0 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 3x4= 4 5 6 s • \ - ........_____________________________________/ .-- , 0 1 \\\.__. N V o- 1'Y 10 9 B V . 1.5x3 II 1.5x3 II 3x6= 3x4= 3x4= 2-3-10 1 2-10-10I 3-5-10 I 9-7-0 I 7-3-10 0.7.0 0-7-0 6-1-6 Plate Y Offse(;z/X. )�1210-1-8 Edge) [3:0-1-8 Edae] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.05 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.08 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:44 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 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=416/0-2-12,7=416/0-4-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-767/0,3-4=-989/0,4-5=-989/0 BOT CHORD 10.11=0/767,9-10=0/767,8-9=0/767,7-8=0/782 WEBS 2-11=-851/0.5-7=-844/0,3-8=0/406 NOTES- 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)11. 3)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. OF-t- <<-'s PROFF�s 74IN4\89782PE 9r -01I MI -yam:•REGON o' Q- '99 . 4RY A$ _1(0sC PAUL r' EXPIRES:12/31/2016 August 7,2015 / I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/162015 BEFORE USE Design valid for use only with Mifek 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 resporsibiSty of the . . erector.Additional permanent bracing of the overall structure Is the responsibility of the budding designer.For general guidance regarding MFre k* fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TP11 Quality Crieda,DSB-89 and BCSI Budding Component 7777 Greenback Lane Safely Intomsaton available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Suite 109 _Mims Holghrs,r•A 956111 • Job Truss Truss Type Oty Ply POLYGON R45124653 PL15-264_UPPER F06 Floor 11 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MITek Industries,Inc.Fri Aug 07 13:53:57 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-yA4hbHamU5spGpReg3G?e203vZYzhM5FL3JLyygBiO I 2-60 I 2-1-12 1 1 1-2-0 11 0-9-8 1 2-3-0 I 1 1-2-0 1 1 1-4-0 1 1-6-0 1 Scale=1:27.8 1.5x3 II 3x5= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 • • o o > •_ e 0iiii0 i44 / ' / /� N e e e e e e • 1G 16 15 14 13 12 11 3x4= 3x4= 3x4= 3x6= 1.5x3 II 3x5= 3x4= 12-10-12 I 4-10-12 15-5-12 Is-0-12 1 11-8-12 12-3-121 I 15-11-12 I 4-10-12 0-7.0 0-7-0 5-8.0 0-7-0 0-7-0 3-1.0 Plate Offsets IX Y)— l):0-1-8 Edaej [1?:0-1-8.Edge].[15.0-1-8 Edge].[16:0-1-8 Edge) LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0.23 13-14 >812 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.36 14-15 >522 360 BCLL 0.0 Rep Stress Incl YES WB 0.57 Horz(TL) 0.04 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Strudural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.183tr(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=697/0-4-4,11=697/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2351/0,3-4=-2351/0,4-5=-2351/0,5-6=-2679/0,6-7=2679/0,7-801863/0,8-9=-1863/0 BOT CHORD 16-17=0/1468,15-16=0/2351,14-15=0/2590,13-14=0/1863,12-13=0/1863,11-12=0/965 WEBS 3-16=304/0,4-15=0/264,8-12=448/0,2-17=-1585/0,2-16=0/983,7-14=0/950,6-14=-281/0,5-15=-490/0, 9-11=1159/0,9-12=0/1121 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)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. '<c" PROFFss �`, ,\AGINEF,4 /o2 4C 89782P mac' — . siai y OREGON of" 1 Alpy 16, Q_ k r-AUL ns EXPIRES: 12/31/2016 August 7,2015 e I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.02/162015 BEFORE USE Design valid for use only with Mnek connectors.This design is based only upon parameters shown.and is for an individual building component. NI pplicability 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 responsibility of the .. -' p A" 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/TP11 Quality Criteria,DSB-89 and BCS1 Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.781 N.Lee Sheet.Suite 312.Alexandria.VA 22314. suite 109 ritem Hernhrs re.win • Job Truss Truss Type Qty Ply POLYGON R45124854 PL1S-264_UPPER F07 Hoar 11 1 Job Reference(optional) Pacific Lumber&Truss Co.. Beaverton.Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc.Fri Aug 07 13:53:58 2015 Page 1 I D:DFkz9p3tCrPAGZnVberKOtyJvgB-QMe3pdbPFP_guzOgOnnEBGYKrz?RiDBEU?ottOygBiN I 1-9-14 I I 1-2-0 1 1 0-8-14 1 1 2-6-0 I Scale=1:17.6 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 1 2 3 3x4= 4 5 6 , • • o- M 0 6. ,' .. e v e 11 13 9 B A 1.5x3 II 1.5x3 II 3x6= 3x4= 3x4= I 2-0-14 12-7-14 I 3-2-14 I 9-4-4 1 2-0-14 0-7-3 0-7-0 6-1-6 Plate Offsets fX.Y)— [2:0-1-8.Edae113:0-1-8.Fdae) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 IC 0.24 Vert(LL) -0.04 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.08 7-8 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:43 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) 11=406/Mechanical,7=406/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=702/0,3-4=-940/0,4-5=-940/0 BOT CHORD 10-11=0/702,9-10=0/702,8-9=0/702,7-8=0/757 WEBS 2-11=-796/0,5-7=-817/0,3-8=0/420 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)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. Ep PR OF.eS ct 89782PE r NI -9 •REGON �� 941 PAUL , Q. EXPIRES: 12/31/2016 August 7,2015 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE?All-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual bulding 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 responsibility of the -MiTek" erector.Additional permanent bracing of the overall structure Is the responstblity of the building designer.For general guidance regarding fabrication.quality control,storage.delivery,erection and bracing.consult ANSI/1711 Oually Cdteda,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street Suite 312.Alexandria.VA 22314. Suite 109 Citaislie100, s,CA 958mm • • Job Truss Truss Type Qty Ply POLYGON R45124655 PL15-264 UPPER FOB Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton.Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fd Aug 0713:53:59 2015 Page 1 ID:DFI¢9p3tCrPAGZnVberK0tyJvgB-uZBSOzc10j6XW7b 1 xUJTkT5MGNFRRbbOjfYQPgygBiM I 7-6-0 I 2-1-12 1 1 1-2-0 1 1 0-9.8 1 2-3-0 I I 7-3-0 1 1 1-2-0 1 1 0.8-8 1 Scale=1:28.5 1.5x3 II 3x5= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 4x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 • c e e _ e �_\ e / e��\-e r e e e e e e e e 1 16 15 14 13 12 3x4 = 3x4= 3x4 = 3x6= 1.5x3 II 4x4= 3x4= 12-10-12 I 4-10-12 1S-5-12 I6-0.12 1 11-8-12 12-3.121 I 16-44 I 4-10-12 0-7-0 0-7-0 5-8-0 0-7-0 0-7-0 35.8 Plate Offsets(X.Y)— [7 0-1-8.Edael.112:0-1-8 Fdael.115:0-1-8 Edge].(16:0-1-8 Edael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deg Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.71 Vert(LL) -0.25 14-15 >783 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.39 14-15 >501 360 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:73 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=714/0-4-4,11=714/0-4-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2435/0,3-4=-2435/0,4-5=-2435/0,5-6=2821/0,6-7=2821/0,74=2063/0,8-9=-2063/0 BOT CHORD 16-17=0/1509,15-16=0/2435,14-15=0/2698,13-14=0/2063,12-13=0/2063,11-12=0/1552 WEBS 3-16=-319/0,4-15=0/287,8-12=-559/0,2-17=-1629/0,2-16=0/1028,7-14=0/894,6-14=276/0,5-15=-526/0, 9-11=-1675/0,9-12=0/946 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. SVongbacks to be attached to walls at their outer ends or restrained by other means. '<('R,EQ PROre, Ca NGINRF9 X02 89782PE ' -9 .•REGON� 2° '-4/& IRY16' :.. � � 9� PAUL r" EXPIRES: 12/31/20.16 August 7,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. �- Applicabiliy 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 responsibility of the • R p1Te�- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding i V fabrication.qualify control.storage,delivery,erection and bracing,consult ANSI/1911 Quardy Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute.781 N.lee Sheet.Suite 312.Alexandria.VA 22314. Suite 109 room Heihts,fA asern Job Truss Truss Type Qty Ply POLYGON R45124656 PL15-284_UPPER F09 Floor 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc.Fri Aug 07 13:54:00 2015 Page 1 I D:DFkz9p3tCrPAGZnVberKOtyJvgB-MllgEJccfn0EO7HADVCgiGheXZnbxA2zXyJHtyHyqBiL 1 2-6-0 I 2-1-17 1 I 1-2-0 1 1 0.9-8 I 7-3-0 I I 2-3-0 I I 1-7-0 1 I)-6 -12i 12i Scale=1:28.2 4x4= 1.5x3 II 3x5= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 304= 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 10 e o _ O a N e e O 1 46k 16 15 14 13 12 ' 3x4 = 3x4= 3x4= 3x6= 1.5x3 II 4x4= 3x4 = 12-10-12 1 4-10.12 15-5-12 r-0-12 1 11-8-12 12-3-121 I 16.2.8 4-10-17 0-7-0 0-7-0 5-8-0 0-7-0 0.7.0 3-3-17 Plate Offsets(X.Y)— [7:0-1-8.Edge].U 2:0-1-8.Edge].[15:0-1-8.Edge].[16:0-1-8-Edael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.24 14-15 >797 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.38 14-15 >510 360 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.04 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:73 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=707/0-4-4,11=707/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2402/0,3-4=-2402/0,4-5=-2402/0,5-6=2764/0,6-7=-2764/0,7-8=-1993/0,8-9=1993/0 BOT CHORD 16-17=0/1493,15-16=0/2402,14-15=0/2656,13-14=0/1993,12-13=0/1993.11-12=0/1545 WEBS 3-16=-314/0,4-15=0/278,8-12=-636/0,2-17=-1612/0,2-16=0/1011,7-14=0/903.6-14=-276/0,5-15=-512/0, 9-11=1668/0,9-12=0/975 NOTES- 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)11. 3)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. c<50 PR°FFs y 7NE4\ c _ 8.782PE � !°'1 1- 1 OREGON 'N. • 2.& 17. 1 '9RY A5 ,� k PA UL C\J ' EXPIRES:12/31/2016 August 7,2015 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1411.7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. �, Applicobi6ty of design parameters and proper incorporation of component is responsblity of building designer-not truss designer.Bracing shown 's for lateral support of individual web members only.Additional temporary bracing to insure stabirity during construction is the responsibillity of the MiTek.ek• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage.dervery.erection and bracing,consult ANSI/TPII QuaBty Criteria.058.89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Butte 109 rilnrc Heinhtc CA Q5610 Symbols Numbering System a General Safety Notes 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 I (Drawings not to scale) Damage or Personal Injury =MrDimensions ore in ft-in-sixteenths. Iik Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal orX-bracing,is always required. See BCSI. TOP CHORDS Q'1/162. Truss bracing must be designed by an engineer.For 4 wide truss spacing,Individual lateral braces themselves may require bracing,or alternative Tor I _ O liklpisip, pbracing should be considered. I-� = 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. O For 4 x 2 orientation,locate ~ C7-8 c6-7 c5-6 O 4. Provide copies of this truss design to the building designer,erection supervisor,property owner and plates 0 ''I ' 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 I. Plate location details available In MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to • to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that "PAi Indicated by symbol shown and/or specified. by text in the bracing section of the 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing 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. likI Al Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MTek®Ail Rights Reserved approval of an engineer. ■=■ reaction section indicates joint 11 IMIIIIIIE number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ®I 1II, 0 18.Use of green or treated lumber may pose unacceptable -� environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPII: 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. Isnot sufficient. aBCSI: Building Component Safety Information, M iTeIC 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.02/16/2015 ,.