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Plans (2)PIP 52-00-00 /— ! e- s 4-cit$ �`!1-. y.— N 6-00-00 y Q 4-00-00 , 8-00-00 j, ,3-00-00 y 17-00-00 o 0 dm pN o mI N i N OWN J.3 ) Iryrypryllpll Ty• liZIMINIII I? J21 1111167 4, AitIUPl11�Imem.iommlirmlam fg IP J22 I 1 II1 9. 0 II TA tJ8Fr 72! J21 to '2 o' J22 E02 E03 i J23 I? o \ �i o w m al, 801 004 I C u �' , 602 ' ik: ---i-- 005 • +,� 603 tiNEB co? 4 I o "- -- - J62A I B0fi f J63A '1 21-00-00 B6 o - J64A •-00-00 I A16 I . ' - J65A I A15 J64A , A14 0 J63A I o silg4D\• A13 - o J62A I j A • 4 ,A • A10 A> .I Q �_-4 o� P o Io • _�- o o I \ . Ete o \ ■ IS 01 I� - rO ~ j iJi W;- 7-0.-00 3-08-00 3-06-04 I■ - - Bine —� 1 14-0:-00 _I - ■ gII�! \I I Ale J81 MR A08 -- J821 11 I�pyAo7 • I Nil I_III—I►6 , ww J84 I I IIli—, I A05� � 1■ m . J85 I • I Ilii I1I I ;■ 'o l __ 7-11-04 I 111.1 I A031�00-Oy�—I Ill_l I�I_�I_♦I—��_� 'J84 1 tiD�� I I1 �� Ill . , •1 i II w J8211111 P IMIll J81 Z)O LB" J21 1AnilI AMIE i I Ii �I�I Ii. -1 m __ _ _ E.% 23-00-00 11-00-00 N 10-00-00 6-00-00 0 _—_ P 52-00-00 8 OFFICE COPY 'Client Kozak Enterprises Inc. Date 112/27/2011 `,ii, Job ReUcker Job Number , PRECISIONI'R(`SSS LUMBER Name 4 11550 SE Jennifer St I Residence SOT-07023 Clackamas, OR 97015 Sales Person: Pitch Oscar Triqueros 6/12(503) 656-2983 —. (503) 656-2647 Phone: 503-656-2983 Ext 131 I Overhang 24" ;_ email: of©PrecisionRoofrrusses.com Loading: 25-7-0-10 ! i 1 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. 0Y07023 A01 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 252011 MiTek Industries,Inc.Tue Dec 2714:18:05 2011 Page 1 ID:96gxdErZBNLswErkOENtdNy64wF-gUgnEp5kK3P8x4GRl6bf WIVcp?hlex1 nZGIQHLy4izW I -2-0-0 7-3-14 7-10-15 12-2-13 18-10-15 26-10-7 2-0-0 7-3-14 d-7-t 4-3-14 I 6-8-1 I 7-11-8 Scale=1:50.9 5x5 3x5= 3x4 = 4x8 M18SH5 = 34 5 17 6 7 12 �' 6.00 , 711411141\p d T=7; 11. 2 r 01 P Y/\-7- [7 kli ;11 13 18 12 11 10 19 9 8 3x5= 3x4 = 3x6 II 3x4= 3x4= 3x4 II 7-3-14 16-2-12 18-10-15 21-9-4 26-10-7 7-3-14 - 8-10-14 2-8-3 I 2-10-5 5-1-3 Plate Offsets(X,Y): [3:0-2-4,0-2-8],[9:0-1-12,0-0-0],[13:0-1-12,0-1-8] — LOADING (psf) SPACING 2-0-0 CSI DEFL in (roc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.96 Vert(LL) -0.09 12-13 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.56 12-13 >346 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Ina NO WB 0.66 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:137 lb FT=0% LUMBER BRACING -- — TOP CHORD 2 x 4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, 3-7:2 X 6 DF No.2 G except end verticals,and 2-0-0 oc purlins(5-10-0 max.):3-7. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 x 4 DF Std G*Except* WEBS 1 Row at midpt 4-12 6-9:2 x 4 DF No.1&Btr G JOINTS 1 Brace at Jt(s):6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 9=711/Mechanical,2=1356/0-3-8 (min.0-1-8),12=3491/0-5-8 (min.0-3-12) Max Horz 2=160(LC 4) Max Uplift 9=-179(LC 3),2=-300(LC 5),12=-892(LC 4) Max Gray 9=727(LC 8),2=1356(LC 1),12=3491(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1920/445,3-4=-1642/443,4-5=-368/1098,6-9=-578/248 BOT CHORD 2-13=-450/1634,13-18=-315/684,12-18=-315/684 WEBS 3-13=-281/357,4-13=-173/1178,4-12=-2402/844,5-12=-1840/689,5-10=0/332 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 0�� p��F� 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �i' t�-' I ''9 Q will fit between the bottom chord and any other members. / ' 7)A plate rating reduction of 20%has been applied for the green lumber members. 2- 16j•,y!'i P �{' 8)Refer to girder(s)for truss to truss connections. , 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 179 lb uplift at joint 9,300 lb uplift at joint 14 and 892 lb uplift at joint 12. 10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and *t referenced standard ANSI/TPI 1. 11, • 11) Girder carries hip end with 0-0-0 right side setback,7-11-4 left side setback,and 7-11-4 end setback. ��4q 13 , j <;\ 12) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)545 lb down and 309 lb up at 'li ij S...r\ 7-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. Digital Signature 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 3 EXPIRATION DATE:06/30/12 1 Continued on page 2 December 27,2011 1 WARNING-Verifij design parameters and READ NO TES ON THIS AND INCLUDED MITER REFERENCE PAGE M71.7•S73 rev,10-'08 BEFORE USE. �AM' 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 paramenters 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 responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Citrus Heights,CA,95610 ti Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A01 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:113:06 2011 Page 2 ID:96gxdErZ8NLswErkOENtdNy64wF-8gO9S96M5NX?ZErdsg6u2z2nZ01XJOHwow1_gny4izV LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-159,6-7=-14,8-14=-50(F=-30) Concentrated Loads(Ib) Vert:3=-545 • WARNING-Verifij d a rgparameters and READ NOTES ON THIS AND INCLUDED AlITEIC REFERENCE PAGE ME-7473 rear.I0-'08 BEFORE US& -MI' • 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 paramenters 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 responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 A. Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A02 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Dec 27 14:18:06 2011 Page 1 I D:96gxdErZ8NLswErkUENtdNy64wF-8g 09S96M5NX?ZErdsg6u2z2uM07kJ OQwow1_gny4izV -22:0-0-00 4-10-15 I 9-4-12 9-10-15 16-0-2 l 22-1-5 l 26-10-7 4-10-15 4-5-13 d-6-3 6-1-3 6-1-3 4-9-2 Scale=1:49.4 4x8 4 3x4 = 3x4 = 2x4 I I 5 g 7 8 n � $1 6.00 12 AlilA 1.5x3 \\ a 3 V 4 2 r 3x4 = 14 13 12 11 109 3x4 = 3x4= 3x4= 3x4 = 3x4 = 6-2-12 13-0-12 19-10-11I 26-10-7 6-2-12 6-10-0 6-10-0 6-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.04 10-11 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.12 10-11 >999 180 BCLL 0.0 * Rep Stress Inc- YES WB 0.65 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 I Code IRC2009/TPI2007 (Matrix) Weight:133 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-8. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:2-14. JOINTS 1 Brace at Jt(s):7 MiTek recommends that Stabilizers and required cross bracing l be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 10=817/0-3-15 (min.0-1-8),2=312/0-5-8 (min.0-1-8),14=1142/0-5-8 (min.0-1-8) Max Horz 2=211(LC 4) Max Uplift 10=-171(LC 4),2=-161(LC 5),14=-240(LC 4) Max Gray 10=817(LC 1),2=354(LC 7),14=1142(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-94/286,4-5=-674/196,5-6=-755/196 BOT CHORD 13-14=-193/360,12-13=-259/861,11-12=-259/861,10-11=-188/629 WEBS 3-14=-284/140,4-13=-31/559,5-13=-383/128,6-11=0/314,6-10=-867/221, 4-14=-954/291 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. �� o o 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ox 5) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '� G N -4-P' will fit between the bottom chord and any other members. ' N . Q� 6)A plate rating reduction of 20%has been applied for the green lumber members. tit ..9 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 171 lb uplift at joint 10,161 lb uplift at ct- 6 7,''fl''' 1`` joint 2 and 240 lb uplift at joint 14. - 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4. ', 9) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. tt� 1 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)100 lb up at 9-7-15 on top ' a),DREG• + •. chord. The design/selection of such connection device(s)is the responsibility of others. 1> Ct`/14.1,/*. �'7 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). , r? Digital Signature EXPIRATION DATE:06/30/12 J Continued on page 2 December 27,2011 I ®WARNING-Verlfj design parameters and READ NOTES ON THIS AND INCLUDED BIITENREFERENCE PAGE NII-7473 roe,I0-'08 BEFORE USE. —�x 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 paramenters 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 responsibillify 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/TPII Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Muss Plate Institute.281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A02 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:07 2011 Page 2 ID:96gxdErZ8NLswErk0ENtdNy64wF-dsyXfV6_shfsBNQpQXd7bAa35oSz2rf31 anXMEy4izU LOAD CASE(S) Standard - 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-7=-64,7-8=-14,2-9=-20 Concentrated Loads(Ib) • Vert:4=100(B) • ®WARNING-Verrkj design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI!-7473 rex.10-'08 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 paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown t' 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/1P1t Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street-Suite 312-Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss (Truss Type Qty Ply -11 Kozak Enterprises Inc. OT-07023 A03 MONO CAL HIP 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR,97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec27 14:18:07 2011 Page 1 ID:96gxdErZ8NLswErkOENtdNy64wF-dsyXtV6_shfsBNQpQXd7bAa35oSr2gs31 anXMEy4izU -2-0-0 I 4-10-15 I • 9-4-12 I 11-10-15 16-0-2 I 22-1-5 26-10-7 2-0-0 4-10-15 4-5-13 2-6-3 4-1-3 6-1-3 4-9-2 Scale=1:49.4 4x8 5 2x4 II 4 zx 3x4 = 3x4 = 8 6.00 tz n \ \ 18 19 20 21 `• 1.5x3 \\ Iiir"3 v 4 2 r ►� R 14 13 12 fa -I 10 3x4 = 15 11 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 6-2-12 - 13-0-12 I 19-10-11 26-10-7 —_-I 6-2-12 6-10-0 6-10-0 6-11-12 Plate Offsets(X,Y): [4:0-3-8,0-2-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL . 25.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.04 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.27 Vert(TL) -0.12 11-12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.70 Horz(TL) 0.02 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:136 lb FT=0% LUMBER 43RACING TOP CHORD 2 x 4 DF No.1&Btr G OP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-9. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:2-15. JOINTS 1 Brace at Jt(s):8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation.uide. _ REACTIONS (lb/size) 11=743/0-3-15 (min.0-1-8),2=315/0-5-8 (min.0-1-8),15=1323/0-5-8 (min.0-1-8) Max Horz 2=265(LC 4) Max Uplift 11=243(LC 4),2=-139(LC 5),15=-362(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-147/288,4-16=-795/291,16-17=-798/293,6-17=-804/294,6-18=-767/259, 18-19=-767/259,7-19=-767/259 BOT CHORD 14-15=-318/519,13-14=-412/959,12-13=-412/959,11-12=-250/591 WEBS 4-14=-82/514,6-14=-337/175,6-12=-302/205,7-12=-73/413,7-11=-814/307, 4-15=-1216/477 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. �� PRor 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'Sc 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 �( • © will fit between the bottom chord and any other members. kr 6)A plate rating reduction of 20%has been applied for the green lumber members. :+ /' �'1' 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 243 lb uplift at joint 11,139 lb uplift at joint 2 and 362 lb uplift at joint 15. / 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and r referenced standard ANSI/TPI 1. 9) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. ,O OR./ g 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)130 lb down and 113 lb up at 1<e ' Z .�, 12-0-0,50 lb down and 50 lb up at 14-0-0,39 lb up at 18-0-0,39 lb up at 20-0-0,39 lb up at 22-0-0,and 39 lb up at 24-0-0,and 4? .I \AC' 41 lb up at 26-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. R S.1'\ 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Digital Signature EXPIRATION DATE:06/30/12 Continued on page 2 December 27,2011 8 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITRE REFERENCE PAGE hII1.7473 rev,10--'08 BEFORE USE. " ' Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown p is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillily of the MiTek 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 Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. 01-07023 A03 MONO CAL HIP 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:08 2011 Page 2 ID:96gxdErZ8NLswErk0ENtdNy64wF-53Vwtr7dd_njoX_7 F8M707ErCo4nH6DFEW4ugy4izT LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,4-16=-14,8-16=-64,8-9=-14,2-10=-20 Concentrated Loads(Ib) Vert:7=39 16=-130(B)17=-50(B)18=39 19=39 20=39 21=41 • • • • • ® WARNING-Verifg design parameters and READ NOTES ON THIS AND INCLUDED AIITEti REFERENCE PAGE M 7473 ren,10-'08 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 paramenters 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 io 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IJob Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A04 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 - 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec27 14:18:08 2011 Page 1 I D:96gxdErZBNLswErkOENtdNy64wF-53Vwtr7dd_njoX_7_F8M7O7EICo5n H7DFE W4ugy4izT -2-0-0 I 4-10-15 4-10-15 9-4-12 4-5-13 I 13-7-11 13-)0115 16-0-2 I 4-2-15 0--4 2-1-3 22-1-5 6-1-3 I 26-10-7 4-9-2 I 2-0-0 Scale=1:49.4 1.5x3 II 5 7 4x8 3x4 II 6.00 12 4 X 1.' 3x4 = 3x4 = 10 or" - 18 19 :/NIl 1:371;11,1111,111111111;: .5x3 \\ 3 v a 91 2 — L ra [7 c1 IM ►i 73 16 15 14 •-11 12 3x4 = 17 13 354 = 3x4= 3x4= 354 = 354 = I _ 6-2-12 I 13-0-12 _ I 19-10-11 I 26-10-7 ,_-1 6-2-12 6-10-0 6-10-0 6-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.04 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.27 Vert(TL) -0.12 13-14 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.77 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code 1RC2009/TPI2007 (Matrix) Weight:142 lb FT=0% LUMBER •X BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-11. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:2-17. JOINTS 1 Brace at Jt(s):10,6 lMiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 13=966/0-3-15 (min.0-1-8),2=282/0-5-8 (min.0-1-8),17=1342/0-5-8 (min.0-1-8) Max Horz 2=271(LC 4) Max Uplift 13=299(LC 5),2=-107(LC 5),17=-305(LC 5) Max Gray 13=966(LC 1),2=286(LC 7),17=1342(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-171/350,4-6=-792/288,6-18=-794/289,8-18=-794/289,8-19=-883/305, 19-20=-883/305,9-20=-883/305 BOT CHORD 16-17=-197/441,15-16=-355/1019,14-15=-355/1019,13-14=-277/739 WEBS 3-17=-254/124,4-16=-113/613,8-16=-431/207,9-14=-19/340,9-13=-1019/343, 4-17=-1199/347 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. �� PR 0pe. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .S c' 5) .This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �*5 0AGI� •o, /0 will fit between the bottom chord and any other members. t� 6)A plate rating reduction of 20%has been applied for the green lumber members. 168 i R' 1- 0111'1' 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 299 lb uplift at joint 13,107 lb uplift at joint 2 and 305 lb uplift at joint 17. / 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and / referenced standard ANSI/TPI 1. �/ 9) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. A. ,b♦AT s Ooh 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)170 lb down and 82 lb up at 14-0-0,125 lb down and 54 lb up at 18-0-0,128 lb down and 56 lb up at 20-0-0,128 lb down and 56 lb up at 22-0-0,and 125 lb ��/� - - �?� down and 54 lb up at 24-0-0,and 137 lb down and 61 lb up at 26-0-0 on top chord. The design/selection of such connection fiR S.1 device(s)is the responsibility of others. Digital Signature 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRATION DATE:06/30/12 I Continued on page 2 December 27,2011 ® WARNING-yerifif crxstgn parameters and READ NOTES ON THIS MND INCLUDED&IITEKREFERENCE'PAGE 1111.7473 ren,I0--'08 BEFORE USE, ��° Design valid for use only with Mlrek connectors.This design Is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown I� 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/WI quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply . I Kozak Enterprises Inc. • OT-07023 A04 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:09 2011 Page 2 • I D:96gxdErZ8NLswErkOENtdNy64wF-ZF314B8FOIvZQhZCXyfbgbgPVcBKWkNMUuGeQ6y4izS LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-4=-64,4-5=-64,5-7=-14,6-10=-64,10-11=-14,2-12=-20 Concentrated Loads(Ib) • Vert:9=-28 18=-70(B)19=-25 20=-28 21=-25 22=-37 • • 1 9 ®WARNING.Verifi,/design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 ren,10.'08 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 paramenters 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/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A05 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:09 2011 Page 1 ID:96gxdErZBNLswErk0ENtdNy64w4BBF01vZQhZCXyfbgbgNMc1HWkEMUuGeQ6y4izS 1 -2-0-0 1 4-10-15 I _9-4-12 I 13-7-11 I 15-10-15 1619-2 22-1-5 22-1-5 26-10-7 2-0-0 4-10-15 4-5-13 4-2-15 2-3-4 0.11-3 6-1-3 4-9-2 I 6.00 12 Scale=1:49.4 8 1.5x3> 3x4 i 5 - 4x8— IA 2x4 II 4 X1.Sx3 II 3x4 = 3x4 = 11 6® 20 21/ 3 :2 1.5x3 \\ lly v 3 a y'}1 2 El LI 1121, 1� 18 17 16 15 13 3x4 = 14 3x4 = 3x4= 3x4= 3x4 = 5x5 = _6-2-12 I 13-0-12 _ 19-10-11 26-10-7 6-2-12 6-10-0 —� 6-10-0 1 6 Plate Offsets(X,Y): [4:0-3-12,0-2-0],[14:0-2-8,0-2-12] -- 11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.60 Vert(LL) -0.04 14-15 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.27 Vert(TL) -0.12 14-15 >999 180 BCLL 0.0 ` Rep Stress[nor YES WB 0.71 Horz(TL) 0.02 14 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:145 lb FT=0% LUMBER XBRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-12. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s):11,6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 14=889/0-3-15 (min.0-1-8),2=273/0-5-8 (min.0-1-8),18=1357/0-5-8 (min.0-1-8) Max Holz 2=321(LC 4) Max Uplift 14=-436(LC 6),2=-94(LC 5),18=-320(LC 4) Max Gray 14=889(LC 1),2=299(LC 7),18=1357(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-255/222,3-4=-240/368,4-6=-801/350,6-19=-804/352,9-19=-804/352, 9-20=-858/403,20-21=-858/403,10-21=-858/403 BOT CHORD 17-18=-234/438,16-17=-463/1041,15-16=-463/1041,14-15=-296/687 WEBS 3-18=-250/126,4-17=-226/628,9-17=-446/316,9-15=-296/211,10-15=-77/410, 10-14=-946/440,4-18=-1221/393,6-7=-302/194 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 0 P'OFe- 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <r`G 6.: 5) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide C.? ') w[/ itj� QUI, will fit between the bottom chord and any other members. tv !/ 17 6)A plate rating reduction of 20%has been applied for the green lumber members. 1 ,.,•0. , 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 436 lb uplift at joint 14,94 lb uplift at , joint 2 and 320 lb uplift at joint 18. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10,2 and referenced standard ANSI/TPI 1. 9) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. A )'OR O/ 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)128 lb down and 80 lb up at -f/ - 8 - 4 15-7-12,3 lb down and 47 lb up at 18-0-0,40 lb up at 20-0-0,40 lb up at 22-0-0,and 3 lb down and 47 lb up at 24-0-0,and 7 lb C? down and 95 lb up at 26-1-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11 S T, 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Digital Signature 1 EXPIRATION DATE:06/30/12 Continued on page 2 December 27,2011 8 8 ®WARNING-Verifly design parameters and READ NOTES ON THIS AND INCLUDED NITRICMiTREFERENCEP4GE1811.7473 ren.10,08 BEFORE USE. -�' Design valid for use only with ek connectors.This design Is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters 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/TPil Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 • Job Truss Truss Type - Qty Ply Kozak Enterprises Inc. OT-07023 A05 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec27 14:18:092011 Page 2 ID:96gxdErZBNLswErkOENtdNy64wF-ZF314B8FOIvZQhZCXyfbgbgN Mc8HN/kEMUuGeQ6y4izS LOAD CASE(S) Standard 1) Regular:Lumberincrease=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-8=-64,6-9=-14,9-11=-64,11-12=-14,2-13=-20 Concentrated Loads(Ib) Vert:10=10(F)19=-128(F)20=-3(F)21=10(F)22=-3(F)23=-7(B) • • • • S46RNINCr-Vcr-ifij design parameters and READ NOTES QX THIS AND INCLUDED M1T&KREFEREXCS PAGE N111.7473 neem,I0-'08 BEFORE USE. 1•11�' 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 paramenters 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/TPll Quality CrllerIa,D5B-89 and BM Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A06 CAL.HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:10 2011 Page 1 ID:96gxdErZ8NLswErkoENtdNy64wF-1 RdgHX9t9c1 Q2r805gAgDpCZGOTKF8U WAY?BzZy4izR 24-8-9 -2 -0 4-5-11 10-2-7 17-4-12 17 10-115 24-1-1 24-74210 - I 4-5-11 5-8-12 I 7-2-5 r-B-S 6-2-2 d-( 5i 2-1107 4x8 0-1-5 Scale=1:56.7 6.00 12 4x8 6 15 16 3x4 II 4149' 8 3x5:•••••••000 3x4% r 4 - \ I. N m a • .. 1.5x3 1L� d 3 M 2 am 3x4= 14 ILI 13 17 12 18 11 19 20 10 9 3x4 = 3x4= 3x5= 3x4 = 5x5 = i--- 6-2-12 12 I --- 14-0-0 I 21-0-0 - _ 26-10-7 _H Plate Offsets(X,Y): [6:0-2-12,0-2-0],[7:0-3-8,0-2-0],[10:0-2-8,0-2-12] 7-9-4 7-D-o -- 5-10-7 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.53 Vert(LL) -0.09 11-13 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.35 Vert(TL) -0.16 11-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:160 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-7. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:2-14. WEBS 1 Row at midpt 6-11,8-10,7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS (lb/size) 2=343/0-5-8 (min.0-1-8),14=1292/0-5-8 (min.0-1-8),10=1093/0-3-15 (min.0-1-8) Max Horz 2=353(LC 4) Max Uplift 2=-136(LC 5),14=-272(LC 5),10=-419(LC 5) Max Gray 2=344(LC 7),14=1292(LC 1),10=1093(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-173/257,4-5=-843/248,5-6=-740/273,6-15=-493/257,15-16=-493/257, 7-16=-493/257 BOT CHORD 13-14=-249/585,13-17=-252/611,12-17=-252/611,12-18=-252/611,11-18=-252/611, 11-19=-189/267,19-20=-189/267,10-20=-189/267 WEBS 3-14=-282/142,4-14=-1197/329,6-11=-345/149,7-11=-87/650,7-10=-1009/522 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 � Q P'QF 3)Provide adequate drainage to prevent water ponding. ) 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \ ' � , �Q 5)*This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 4� will fit between the bottom chord and any other members,with BCDL=10.0psf. 1 ....4.' ' 1• •�;«� ^9t'' 6)A plate rating reduction of 20%has been applied for the green lumber members. ` / 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at joint 2,272 lb uplift at joint 14 and 419 lb uplift at joint 10. /`'/ 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and Pv/ OR : • NCO referenced standard ANSI/TPI 1. ,., 9) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w!2-10d nails. y ��c . 2\s 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)28 lb down and 61 lb up at '4 NC?� 17-7-15,12 lb down and 51 lb up at 20-0-0,and 12 lb down and 51 lb up at 22-0-0,and 39 lb down and 272 lb up at 24-4-1 on R S S.` \ top chord. The design/selection of such connection device(s)is the responsibility of others. Digital Signature 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Continued on page 2 EXPIRATION DATE:06/30/12 December 27,2011 41 ®WARNING-VeriJ j design parameters and READ NOTES ON THIS AND INCLUDED MITE]REFERENCE PAGE A171.7473 ren.10-'08 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 paramenters 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 responsibillify 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 • • Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A06 CAL HIP 1 1 • Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:10 2011 Page 2 I D:96gxdErZ8NLswErkOENtdNy64wF-1 RdgHX9t9c1 Q2r805gAgDpCZGOTKF8UVyjy?Bzzy4izR LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,6-7=-64,7-8=-64,2-17=-20,17-18=-60,18-19=-20,19-20=-60,9-20=-20 Concentrated Loads(Ib) Vert:6=-28(B)7=-39(B)15=-12(F)16=-12(F) • WARNING-Verify design porametors and READ NOTES ON THIS AM)INCLUDED AIITEK REFERENCE PAGE 5111.7473 ran,1O-'O8 BEFORE USE Design valid for use only with Mffek connectors.This design is based only upon parameters shown,and Is for an individual building component. 6111 Applicability of design paramenters 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,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. I OT-07023 A07 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Dec 27 14:18:11 2011 Page 1 ID:96gxdErZ8NLswErk0ENtdNy64wF-VeB2VfAVwv9Hg?jafNh31011PPpV bUfyClkV?y4izQ 26-10-7 i -2-0-o I 4-5-11 I to-za I _ 17-4-12 19-loos I zz-1-1 zaa-a za -9 2-0-0 4-5-11 5-8-12 7-2-5 2-6-3 2-2-2 2-6-3 0--5 2-1-14 6.00 12 4x8 7 9 Scale=1:56.8 4x8 6 _,r 3x6 '13x4 II 10 i/IT! a 4, r4 �L 2 al R 6 15 19 14 20 13 21 22 12 11 3x4= 16 354 = 3x4 = 3x5 = 3x4= 3x5 = 6-2-12 14-0-0 21-0-0 26-10-7 E-- 6-2-12 ----I- 7-9-4 -- I- 7-0-0 1 --5-10-7 -{ Plate Offsets(X,Y): [6:0-2-12,0-2-0],[8:0-2-4,o-2-0],[12:0-2-0,0-1-8] — — — — LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0,50 Vert(LL) -0.09 13-15 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.35 Vert(TL) -0.16 13-15 >999 180 • BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(TL) 0.02 12 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:166 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-8. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except; 6-0-0 oc bracing:2-16. WEBS 1 Row at midpt 6-13,8-12 MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer J Installation guide. REACTIONS (lb/size) 2=341/0-5-8 (min.0-1-8),16=1313/0-5-8 (min.0-1-8),12=1122/0-3-15 (min.0-1-8) . Max Horz 2=402(LC 4) Max Uplift 2=-140(LC 5),16=-278(LC 5),12=-309(LC 5) FORCES (Ib)-Max.Comp./Max,Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-201/260,4-5=-863/270,5-6=-673/285,6-17=-517/305,17-18=-517/305, 8-18=-517/305 BOT CHORD 15-16=-275/593,15-19=-302/643,14-19=-302/643,14-20=-302/643,13-20=-302/643, 13-21=174/280,21-22=-174/280,12-22=-174/280 WEBS 3-16=-289/149,4-16=-1217/330,6-13=-351/229,8-13=-129/657,8-12=-1093/480 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MVVFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. t} P{3 ape 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �'t G[N> . 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � •) will fit between the bottom chord and any other members,with BCDL=10.Opsf. t� '. 6)A plate rating reduction of 20%has been applied for the green lumber members. 16& i!a_ { 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 2,278 lb uplift at joint t and 309upliftat joint 12. 8)This truss is designed igg neeind accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and re .f referenced standard ANSI/TPI 1. II �7 Air 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. �'j 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)44 lb down and 87 lb up at - 4. '-4,1SE C` 19-7-12,and 22 lb down and 120 lb up at 22-0-0 on top chord. The design/selection of such connection device(s)is the �? responsibility of others. �R ss "( 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Digital Signature EXPIRATION DATE:06/30/12 Continued on page 2 December 27,2011 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEFi REFERENCE PAGE MIT 7473 rex.10-'08 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 paramenters 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 responsibillily of the MiTek` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding owcrt.ovcnrona- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIt Quality Criteria,1358-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A07 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7250 s Aug 25 2011 MiTek Industries,Inc. Tue Dec 27 14:18:11 2011 Page 2 ID:96gxdErZ8NLswErk0ENtdNy64wF-VeB2VtAVwv9Hg?jafNh310lIPPpV bUfyClkV7y4izQ LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,6-7=-64,6-17=-14,17-18=-64,8-18=-14,8-9=-64,8-10=-64,2-19=-20,19-20=-60,20-21=-20,21-22=-60,11-22=-20 Concentrated Loads(Ib) Vert:17=44(B)18=-22(B) 1 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MIL 7473 ren.IO-'OS BEFORE USE. MIMI ' • Design valid for use only with Mack connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 1L�T is for lateral support of individual web members only.Additional temporary bracing fo insure stability during construction is the responsibillity of the i V i lok 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/TPIl Quality CrIterIa,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A08 MOD.QUEEN 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec2714:18.13 2011 Page 1 ID:96gxdErZ8NLswErkoENtdNy64wF-ROJowYBISXP?vltzmokXgRg3eDQSSd7yP WErZty4iz0 1-2-0-0 1 7-4-5 14-2-3 1 21-0-0 I 26-10-7 i 2-0-0 7-4-5 6-9-13 6-9-13 5-10-7 454= Scale=1:70.9 6.00 12 6 4x4 3x4 % 7 3x4 i 5 /4 •:i. d 3x5 \\ 6 A 3 LAI O rL ‘.41 2 /4110kk 01 S - 3x4 = 1g 12 14 15 11 to 16 9 8 1.5x3 // 3x4 = 3x4 II 3x5= 3x8 = 6-2-121 10-9-4 21-0-0 26-10-7 6-2-12 4-6-8 10-2-12 I 5-10-7 --I Plate Offsets(X,Y): [3:0-2-0,0-0-10],[6:0-2-0,0-2-8],[7:0-0-12,0-1-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.27 10-12 >913 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.64 Vert(TL) -0.64 10-12 >385 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:152 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:2-13. WEBS 1 Row at midpt 5-10,6-10,7-9 (MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer JI Installation guide. _ REACTIONS (lb/size) 2=319/0-3-8 (min.0-1-8),13=1327/0-5-8 (min.0-1-8),9=1020/0-3-15 (min.0-1-8) Max Horz 2=377(LC 4) Max Uplift 2=-128(LC 5),13=-197(LC 5),9=-109(LC 5) Max Gray 2=325(LC 7),13=1327(LC 1),9=1020(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-196/289,3-4=-787/108,4-5=-609/121,5-6=-573/165,6-7=-542/184,7-9=-921/149 BOT CHORD 12-14=-180/658,14-15=-180/658,11-15=-180/658,10-11=-180/658 WEBS 3-12=0/573,5-10=-372/191,3-13=-1327/250,7-10=-72/693 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide U P will fit between the bottom chord and any other members,with BCDL=10.Opsf. -C1C1 x5' 5)A plate rating reduction of 20%has been applied for the green lumber members. {41G . <2.0 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 128 lb uplift at joint 2,197 lb uplift at to joint 13 and 109 lb uplift at joint 9. 4' ,, / / -7{ 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. ilpe'l LOAD CASE(S) Standard OR.%.s 1-96,✓z•, 0.�� Rr S.-OA Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 ® WARNING-Varipj dsesigre parameterMiTarzd READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE MI-7.473 I'mI'mIQ-OS BEFORE USE, •=1•11.,Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. MI Applicability of design paramenters 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 responsibillify 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/TPII Quality Criteria,05B-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A09 MOD.QUEEN — 6 I 1 _ Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 252011 MiTek Industries,Inc.Tue Dec 27 14:18:142011 Page 1 ID:96gxdErZ8NLswErk0ENtdNy64wF-vDtB7uCN DgYsXSS9KVFmNfN ENdj gBxz5e9zP6Ky4izN -2-0-0 7-4-5 14-2-3 21-0-0 27-9-13 34-7-11 42-0-0 44-0 0 12-0-0 I 7-4-5 I 6-9-13 6-9-13 I 6-9-13 I 6-9-13 - 7-4-5 2-0-0 5x5 = Scale=1:85.0 6.00 12 6 i. 3x6 �3x4 ! 3x4 5 7 3x6 4 /100„8 4x6 \\ 2x3// 3� 9 2 / / \ 10 ii IX --' m — 11To 3x5= 17 16 18 19 15 14 13 20 21 12 3)(5 = o 3x4 // 3x5= 3x8 MI8SHS= 3x4= 3x8=3x6 _ 6-2-12 10-9-4 _21-0-0 - 31-2-12 42-0-0 I- 6-2-12 4-6-8 110-2-12 - I 10-2-12 10-9-4 --I Plate Offsets(X,Y): [3:0-2-8,0-1-6],[10:0-2-12,0-1-8],[16:0-2-0,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 IC 0.52 Vert(LL) -0.36 12-14 >999 240 MT20 220/195 . TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.72 10-12 >591 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(TL) 0.09 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:205 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 x 4 DF Std G WEBS 1 Row at midpt 5-14,7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=-46/0-3-8 (min.0-1-8),10=1715/0-5-8 (min.0-1-13),17=2471/0-5-8 (min.0-2-10) Max Horz 2=178(LC 5) Max Uplift 2=-238(LC 8),10=-324(LC 6),17=-280(LC 5) Max Gray 2=99(LC 7),10=1715(LC 1),17=2471(LC 1) . FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-150/1072,3-4=-1064/159,4-5=-886/182,5-6=-1576/288,6-7=-1577/269, 7-8=-2382/344,8-9=-2560/330,9-10=-2881/380 BOT CHORD 2-17=-853/223,16-18=-103/1224,18-19=-103/1224,15-19=-103/1224,14-15=-103/1224, 13-14=-60/1905,13-20=-60/1905,20-21=-60/1905,12-21=-60/1905,10-12=-200/2470 WEBS 3-16=-23/1458,5-16=-846/129,5-14=-65/322,6-14=-96/880,7-14=-863/262, 7-12=-29/682,9-12=392/217,3-17=2497/340 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)All plates are MT20 plates unless otherwise indicated. (_s RDF. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c' 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � F' � © will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4,r � -'1?:. 6)A plate rating reduction of 20%has been applied for the green lumber members. 1, t.ø0 I- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 238 lb uplift at joint 2,324 lb uplift at joint 10 and 280 lb uplift at joint 17. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 1WillA1•.;to,ggLOAD CASE(S) Standard -.9.4 ��. +'/ ? S.C Digital Signature EXPIRATION DATE:06/30/12 1 December 27,2011 I i ® WARNING-Veriflj design parameters and READ NOTES ON THIS AND INCLUDED 141TENREFERENCE PAGE MII-7473 ren.10-'08 BEFORE USN ��' 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 paramenters 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/TPII Quallty Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 Ala - CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc Tue Dec 27 14:18:15 2011 Page 1 ID:96gxdErZ8NLswErkoENtdNy64wF-OPRZLEDG_8gj8c1 MuDm?vswRil7hwUKFspjyemy4izM 19-10-15 I 4-2.1 —+—6-10-2 I 13-6-0 17-7-11 18.0-110 22-9-8 4-2-1 2-8-1 6-7-14 4-1-11 0-k-I5 1.10-5 I 2-10-9 I 6.00 12 9 Scale=1:56.6 1. x3 II /{ 3x4 ' ' -"� 7 4x4 5 0 _ 3x4 II 4 x4 10 20 11 3x4 i v 3 1.5x3 I 11. i; 1 \ qI ti it,I — -- 16 15 14 21 13 12 3x4= 3x4= 3x8= 3x4 = 3x6 = I" 4-2-1 I 6-10-2 _ 13-6-0 _ - 22-9-8 -1 4-2-1 2-8-1 6-7-14 9-3-8 - Plate Offsets(X,Y): [13:0-2-12,0-1-8] — LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.42 Vert(LL) -0.21 13-15 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.53 Vert(TL) -0.42 13-15 >643 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.55 Horz(TL) 0.04 13 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) Weight:133 lb FT=0% LUMBER X BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-11. WEBS 2 x 4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-13:2 x 4 DF No.1&Btr G WEBS 1 Row at midpt 8-13 JOINTS 1 Brace at Jt(s):10,6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=995/0-5-8 (min.0-1-8),13=1097/Mechanical Max Horz 1=385(LC 4) Max Uplift 1=-127(LC 5),13=-259(LC 4) FORCES (Ib)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1774/244,2-3=-1705/208,3-4=-1093/129,4-6=-894/271,6-8=-895/272 BOT CHORD 1-16=-420/1525,'15-16=-324/1379,14-15=-223/585,14-21=-223/585,13-21=-223/585 WEBS 3-15=-546/206,8-15=-80/571,8-13=-957/316,6-7=-290/187,3-16=0/349 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide PR will fit between the bottom chord and any other members,with BCDL=10.Opsf. CO' ��'6 6)A plate rating reduction of 20%has been applied for the green lumber members. , '• /Q 7)Refer to girder(s)for truss to truss connections. 4tr 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 lb uplift at joint 17 and 259 lb uplift C -•: / 9 at joint 13. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and /•/ referenced standard ANSI/TPI 1. �i` 10) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. p OR. • as LOAD CASE(S) Standard -7`l'`,,1 ` ey'' 'v/ Fi' S.-" Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 I ® WARNING-Ver-ipj design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE'PAGE 11111-7473 rem 10.'08 BEFORE USE. — s Design valid for use only with Wok connectors.This design is based only upon parameters shown,and is for an individual building component. 6111 Applicability of design paramenters 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/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 All CAL HIP 1 - 1 __ I Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:16 2011 Page 1 ID:96gxdErZ8NLswErkOENtdNy64wF-sb xYaDelSoammcYSwHES4SUBQURftn05TSVACy4izL 13-11-1 4-9-6 9-4-7 _ _A_ 9r5_ 13-6-2 _ 13 f 18-7-15 H 4-9-6 4-7-2 4-1-11 0-34 4-8-14 1.5x3 0]1-11 Scale=1:54.5 4 6 4x4 lx4 6.00 12 / 3x4 II3 = 8 �• T 3x4 / 2 v o- 3x4 II m 1 0 0111111.11 15 14 13 16 12 17 11 10 3x,5 = 3x8 = 3x8 M18SHS= 3x6= I 4-9-6 — i — 9-4-7 --_E. — 18-7-15 I 4-9-6 4-7-2 9-3-8 Plate Offsets(X,Y): [11:0-2-12,0-1-8],[14:0-2-0,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.95 .Vert(LL) -0.19 11-13 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase .1.15 BC 0.50 Vert(TL) -0.39 11-13 >556 180 M18SHS 220/195 BCLL 0.0 * L. Rep Stress Ince YES WB 0.79 Horz(TL) 0.02 11 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) Weight:119 lb FT=0% LUMBER X BRACING — _---- TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-9. WEBS 2 x 4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-11:2 x 4 OF No.1&Btr G JOINTS 1 Brace at Jt(s):8,5 MiTek recommends that Stabilizers and required cross bracing - I be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS (lb/size) 14=809/0-3-8 (min.0-1-8),11=887/Mechanical Max Horz 14=329(LC 4) Max Uplift 14-85(LC 5),11=-171(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-759/117,3-5=-621/216,5-7=-621/216 BOT CHORD 13-14=-265/640,13-16=-162/434,12-16=162/434,12-17=-162/434,11-17=-162/434 - - WEBS 7-13=-62/393,2-14=-781/81,7-11=-685/207 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �4 � 6)*This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide c � will fit between the bottom chord and any other members,with BCDL=10.Opsf. So 7)A plate rating reduction of 20%has been applied for the green lumber members. '- -,t '/Q 8) Refer to girder(s)for truss to truss connections. ,t4 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 14 and 171 lb uplift at 4 S S.1` �r joint 11. / 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and Ilir referenced standard ANSI/TPI 1. 1/ 11) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10c1 nails. / y� O ' N�tr) LOAD CASE(S) Standard 4 �.� \ {SFR S S."�\ �� Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 ®WARNING_Verity design parameters and READ NOTES ON THIS AND INCLUDED!VITEN REFERENCE PAGE MIL 7.473 rev.10-'08 BEFORE USE. 1111' Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 11/11 Applicability of design paramenters 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/TPI1 Quality Criteria,056-89 and BCE Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Citrus Heights,CA,95610 Job Truss 'Truss Type Qty Ply 1 Kozak Enterprises Inc. 01-07023 Al2 CAL HIP 1 1 _ 'Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:172011 Page 1 I D:96gxdErZ8 N L swErkOE NtdNy64wF-KnYJ IwE G W IwROwBk?eoT?H?fvgq cOKVYK7 C3jfy4izK 4-9-6 l 9-4-7 11-9-6 l 13-11-1 1 18-7-15 _-1 4-9-6 4-7-2 2-4-15 2-1-11 4-8-14 . . . - ... 4x4 i 4, Scale=1:45.3 3x4 11 3 X 3x4= 6 6.00 12 - .. -- 14 3x4 2 0 a sr 3x4 ll . ai 1 m r �� 0:: ----- .moi 13 12 11 al 15 10 16 98 3x5 = 3x8= 3x8 M1851-IS= 3x6 = 4-9-69-4-7 _ 18-7-t5 4-9-6 -__� 4-7-2 + 9-3-8 1 Plate Offsets(X,Y): [9:0-2-12,0-1-8],[12:0-2-0,0-1-8]LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.95 Vert(LL) -0.19 9-11 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.39 9-11 >560 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES VVB 0.82 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code.IRC2009/TP12007 (Matrix-M) Weight:114 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&BtrG except end verticals,and 2-0-0 oc purling(6-0-0 max.):3-7. WEBS 2 x 4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • 6-9:2 x 4 OF No.1&Btr G JOINTS 1 Brace at Jt(s):6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation,uide. REACTIONS (lb/size) 12=823/0-3-8 (min.0-1-8),9=903/Mechanical . Max Horz 12=326(LC 4) Max Uplift 12=-104(LC 5),9=-244(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-782/146,3-14=-647/200,5-14=-650/199 BOT CHORD 11-12=-316/651,11-15=-216/449,10-15=216/449,10-16=-216/449,9-16=-216/449 WEBS 5-11=-81/351,2-12=-793/105,5-9=-715/306 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� p D D rs 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 't, j N c'S'�' 7)A plate rating reduction of 20%has been applied for the green lumber members. c * • .0‘. 8) Refer to girder(s)for truss to truss connections. 4,/ T' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 12 and 244 lb uplift +� at joint 9. �� 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. ** (ARE A l'.. -1.. LOAD CASE(S) Standard $tiii� *S.1\ Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 1 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 ran,I0-'08 BEFORE ME MM 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 paramenters 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/TPI1 Quality Criteria,059-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A13 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:18 2011 Page 1 ID:96gxdErZ8NLswErkOENtdNy64wF-o_6hzGFuG321?41wZLJiXV ghEAt7nAhZnxcF5y4izJ 4-9-6 9-4-7 9-9-p _ 13-11-1 I 18-7-15 4-9-6 4-7-2 0-4-15 4-1-11 4-8-14 4x4 Scale=1:43.7 3x4= 3x4 II 34 56 AI ,1 6.00 112 - `- — 3x4 2 ,'� 0 3x4 II ciS1 m 5, — td= • I m I =l 13 9 14 1 11 10 87 3x5 = 3x8= 3x8 M18SHS= 3x6 = 4-9-6 9-4-7 18-7-15 4-9-6---- -1 4-7-2 1 9-3-8 I.. Plate Offsets(X,Y): [8:0-2-12,0-1-8],[11:0-2-0,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES . GRIP TCLL 25.0 Plates Increase 1.15 TC 0.95 Vert(LL) -0.19 8-10 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.39 8-10 >562 180 M18SHS 220/195 _ BOLL . 0.0 * Rep Stress Ina YES WB 0.80 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) Weight 110 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-6. WEBS 2 x 4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-8:2 x 4 DF No.1&Btr G JOINTS 1 Brace at Jt(s):5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 11=808/0-3-8 (min.0-1-8),8=884/Mechanical Max Horz 11=270(LC 4) Max Uplift 11=-97(LC 5),8=-169(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-758/134,3-4=-622/150 ' BOT CHORD 10-11=-247/639,10-13=-163/436,9-13=-163/436,9-14=-163/436,8-14=-163/436 WEBS 4-10=-31/326,2-11-780/101,4-8=-691/210 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 Q 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fi will fit between the bottom chord and any other members,with BCDL=10.Opsf. �Co �]NE' 0/Q 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections, -.Lr �`* y 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 lb uplift at joint 11 and 169 lb uplift at 1�+ joint 8. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and �� referenced standard ANSI/TPI 1. y 11) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. IN* iREG •'' A T LOAD CASE(S) Standard -57 F/L1: s/ Qj C -* s.1'3.4 Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 t 11•11® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEKREFERENCE PAGE ill11-7473 rex.10-'08 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 paramenters 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,qualify control,storage,delivery,erection and bracing,consult ANSI/I'Pll Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A14 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:18 2011 Page 1 ID:96gxdErZ8NLswErkOENtdNy64wF-o 6hzGFuG321?41wZLJiXVYyDECu7lThZnxcF5y4izJ 7-9-11 3-4-7 _ 7-6-2 7�8-f 15-2-9 _ 18-7-15 --I 3-4-7 3-4-7 4-1-11 0-3-4 7-4-14 3-5-6 0-0-5 1.5x3 II Scale=1:37.5 3 5 6.00 12 n 1 4X4 i x4= 1.5x3 II 2 X 1.• c II 3x4= 7 3x4 • 1 v IT v m / M . Iwo OD E4 12 11 13 10 14 .3 3x4= 9 x8= 1.5x3 11 - - 3x5= 3-4-7 7-9-11 12-1-3 _ 14-7-8 __ 5�2 18-7-15 H 3-4-7 - I- -4-5-4-- ----F- - 43-8 2-6-5 10-7-1' 3-5-6 Plate Offsets(X,Y): [10:0-2-4.0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.09 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.37 Vert(TL) -0.29 11-12 >768 180 BCLL 0.0 * Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:105 lb FT=0% LUMBER X BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-8. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:12-13. • JOINTS 1 Brace at Jt(s):7,4 IMiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 10=771/0-1-8 (min.0-1-8),13=767/0-3-8 (min.0-1-8) Max Horz 13=204(LC 4) Max Uplift 10=-157(LC 4),13=-73(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-678/81,2-4=-560/171,4-6=-833/151,1-13=-760/72 BOT CHORD 11-12=-277/944,10-11=-181/615 WEBS 4-12=-495/150,6-11=0/385,6-10=-920/243,1-12=0/666 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f O 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wideopes will fit between the bottom chord and any other members. ��'; \AGI NE* c$1).© 6)A plate rating reduction of 20%has been applied for the green lumber members. (G, 7) Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. w 9 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 157 lb uplift at joint 10 and 73 lb uplift at "C- 1•1 rlf'° f joint 13. // 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and '/ referenced standard ANSI/TPI 1. 110,V ' 10) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. ro aREcE► '333' LOAD CASE(S) Standard 176T'' ,i y ?- mak/ 'friR S,1 Digital Signature EXPIRATION DATE:06/30/12 J December 27,2011 I ®WARNING-Vert&design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE M11.7473 rer.10-'08 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 paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown r{p is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the I VIITek• - 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 quality Criteria,DS8-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. • OT-07023 A15 MONO CAL HIP 1 I I Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 - 7.250 s Aug 252011 MiTek Industries,Inc.Tue Dec 27 14:18:19 2011 Page 1 ID:96gxdErZ8NLswErkOENtdNy64wF-GAg4AcGW1 NA9dDK773rx4i480eY4sKgmRhAnXy4izl I 3-47 I 5-9-6 I 7-9-11 +_ 15-2-9 I 18-7-15 3-4-7 2-4-15 2-0-5 7-4-14 3-5-6 3 Scale=1:32.9 6.00 12 i 4x4 1.5x3 II 2 X 3x4= 3x4 = 6--JI 1/11 T4 n� w 3x4 777 y M : assma ammo . N ra w 1 13 12 11 to 9 d 3x8 = 1.5x3 II 3x4= 8 3x5= 3-47 7-9-11+- 12-1-3 14-7-8 ?5-2-g - 18-7-15 1. 3-4-7 .. 4-5-4 -�— 4-3-8 +- 2-6-5 U-7-il 3-5-6 Plate Offsets(X,Y): [9:0-2-4,0-1-8] — --— LOADING (psf) SPACING 2-0-0 CSI DEFL .in (loc) 1/deft L/d PLATES GRIP . TCLL 25.0 Plates Increase 1.15 TC 0.37 Vert(LL) -0.09 10-11 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.37 Vert(TL) -0.29 10-11 >763 180 BCLL 0.0 * Rep Stress Incr YES WB 0 40 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:99 lb FT=0% LUMBER X BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-7. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:11-12. JOINTS 1 Brace at Jt(s):6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 9=783/0-1-8 (min.0-1-8),12=797/0-3-8 (min,0-1-8) Max Horz 12=201(LC 4) Max Uplift 9=-190(LC 4),12=-151(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-714/167,2-14=-610/233,4-14=-613/232,4-5=-855/171,1-12=-792/151 . BOT CHORD 10-11=-379/988,9-10=-206/620 WEBS 4-11=-536/189,5-10=-35/399,5-9=-925/279,1-11=-136/729 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live oad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •Y` U PR ore, will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. ' 9 �t . 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. Cr,t .y, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 190 lb uplift at joint 9 and 151 lb uplift at 0,',E joint 12. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. ` �0 OR �0) LOAD CASE (S) Standard s TF L "' �, ,- 1i A S 1\� Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 ® t4ARNTNG.Verffj design parameters and READ 140 TES ON THIS AND INCLUDED MITEK REFERENCE PAGE M117473 ren.10-'08 BEFORE USE, —�' 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 paramenters 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A16 MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:20 2011 Page 1 I D:96gxdErZBNLswErk0ENtdNy64wF-kMESOyH8ogI0FNvJhmMAcwdH02oZbeU_05QjJzy4izH 3-4-7 -9-f 7-9-11 15-2-9 _ 18-7-15 3-4-7 0-41 4-0-5 7-4-14 3-5-6 Scale=1:32.9 4x8 M18SHS i 6.00 12 6x8 = 2 i 3 4x5 = 2x3 11 4 56 1 - ..adISNsN ll I 01/44 APE E 1 3x6 = 14 1 Tr el M i 1-12 11 10 - 8 13 9 4x10= 3x5 I I 7 3x5 11 4x4 II 3x5 = 3-4-7 I 7-9.11 12-1-3 I 14-7-8 15-2-9_ 18-7-15 3-4-7 4-5-4 _ 4-3-8 2-6-5 0-7-1 3-5-6 Plate Offsets(X,Y): [1:0-3-8,0-0-12],[2:0-2_8,0-1-12],[3:0-4-0,0-1-8],[8:0-2-4,0-1-8],[9:0-2-0,0-1-12],[10:0-3-0,0-1-8],[11:0-4-4,0-2-0],[12:0-2-12,0-1-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.51 Vert(LL) -0.09 10 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.68 Vert(TL) -0.21 10-11 >999 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(TL) 0.08 8 n/a . n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:105 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(3-9-0 max.):2-6. WEBS 2 x 4 DF Std G`Except* BOT CHORD Rigid ceiling directly applied or 7-7-15 oc bracing. 3-10:2 X 8 DF No.2 G,1-11:2 x 4 DF No.1&Btr G WEBS 1 Row at midpt 3-11 JOINTS 1 Brace at Jt(s):5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide._ REACTIONS (lb/size) 8=1738/0-1-8 (req.0-1-14),12=2546/0-3-8 (min.0-2-11) — --- Max Horz 12=145(LC 4) Max Uplift 8=-331(LC 4),12=-420(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-2274/403,2-14=-2097/395,2-3=-1980/381,3-4=-2487/448,1-12=-2464/429 BOT CHORD 10-11=-766/3776,9-10=-766/3776,8-9=-334/1452 WEBS 2-11=-46/445,3-11=-2375/475,3-9=-1702/378,4-9=-227/1606,4-8=-2164/477, 3-10=-299/1963,1-11=-406/2331 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated.[} P II AFF 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t5'� 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide N� �© will fit between the bottom chord and any other members. t4_v - 7. 7)A plate rating reduction of 20%has been applied for the green lumber members. CC `6:`,i`E { 8)WARNING:Required bearing size at joint(s)8 greater than input bearing size. / 9)Prjoiot idz mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 8 and 420 lb uplift at /� 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and (f��OR :O wa referenced standard ANSI/TPI 1. , \ 11) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. ' ' 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1838 lb down and 337 lb up at E �� 11-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. \� . 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Digital Signature EXPIRATION DATE:06/30/12 ) Continued on page 2 December 27,2011 a ® WARNING-Veripj design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIL MIL7.473 ren.IO-'08 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 pararnenters 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/0P11 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 Ale MONO CAL HIP 1 1 • Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec27 14:18:20 2011 Page 2 I D:96gxdErZBNLswErk0ENtdNy64wF-kMESOyH8ogI0FNvJhmMAcwdH02aZbeU_05QjJzy4izH LOAD CASE(S) Standard 1)Regular:Lumber Increase=1,15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-14=-64,2-14=-159(F=-95),2-3=-159(F=-95),3-5=-64,5-6=-14,10-13=-50(F=-30),7-10=-20 Concentrated Loads(Ib) Vert:10=-1838(F) • • • t 9 WARNING-Vertfry design parameters and REAL)NOTES ON THIS AND INCLUDED MATER REFERENCE PAGE 1411 7473 rex.10.'08 BEFORE USE. MN MIK' 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 paramenters 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/IP11 Quality Criteria,059-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty IPly I Kozak Enterprises Inc. OT-07023 A17 MOD.QUEEN 1 1 IJob Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:21 2011 Page 1 I D:96gxdErZ8NLswErkOENtdNy64wF-CZogbHHmZ_QtsXUVETtP979Ro RAPKGu7FIAGsQy4izG 1-3-5 { 8-1-3 - 1 15-3-15 1 1-3-5 6-9-13 7-2-12 3x4 11 1 Scale:1/4"=1' 3x4 tsf 2 1 6.00 12. 1.5x3/i �� 1i I _ \4 �N imiTW��hydpay,.�vim6,4�mti��O�if�-T��Akm��wamiky T��A7�QI to 6 5 3x5 3x4= 3x4 = _ 4-8-4 15-3-15 —_ 4-8-4 —1 10-7-11 ---i Plate Offsets(X,Y): (6:0-1-8,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.57 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.57 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code'IRC2009/TP12007 (Matrix) Weight:81 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=718/15-3-15 (min.0-2-3),5=1157/15-3-15 (min 0-2-3),6=-176/15-3-15 (min.0-2-3) Max Horz 6=-319(LC 9) Max Uplift 4=-14(LC 16),5=-122(LC 16),6=-552(LC 9) Max Gray 4=1014(LC 7),5=1433(LC 7),6=20(LC 12) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-649/464,3-4=-1615/40 BOT CHORD 5-6=-60/632,4-5=-2/1345 QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT WEBS 2-5=-953/23,3-5=-487/259,2-6=-160/629 LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� D P �� will fit between the bottom chord and any other members. afi 5)A plate rating reduction of 20%has been applied for the green lumber members. 5 o , r�'j 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 14 lb uplift at joint 4,122 lb uplift at joint r ' � ,t �� 5 and 552 lb uplift at joint 6. c4., 11 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and j +Qu3+ E Z referenced standard ANSI/TPI 1. 0/4 8) Load case(s)1,3,4,5,6,7,8,9,10,11,12,13,14,15,16 has/have been modified.Building designer must review loads to verify f - that they are correct for the intended use of this truss. 9)This truss has been designed for a total drag load of 750 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-3-15 for 48.9 plf. © \ .r,, 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). S7� r E l ef` LOAD CASE(S) Standard R S 1,N 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Digital Signature EXPIRATION DATE:06/30/12 Continued on page 2 December 27,2011 WARN/NCr-Ver(fij design parameters and READ NOTES ON THIS AHI)INCLUDED MITEKREFERENCE PAGE N111-7473 me 10-'08 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 paramenters 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 nowtrt,a ecmmRK fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,OSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A17 MOD.QUEEN 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 252011 MiTek Industries,Inc.Tue Dec 27 14:18:21 2011 Page 2 I D:96gxd ErZB NLswErkOE Ntd Ny64wF-CZo q bHHmZ_QtsX U V ETtP979Ro RAP KGu7 FIAGsQy4izG LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6-20,1-3=-92(F=-28),3-4=-92(F=-28) Horz:1-3=110(F),3-4=107(F) Drag:4-6=-55(F) 3) MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:4-6=-12,1-3=-10(F=-28),3-4=-11(F=-28) Horz:1-3=136(F=110),3-4=133(F=107),1-6=16 Drag:4-6=-55(F) 4)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:4-6=-12,1-3=-24(F=-28),3-4=-25(F=-28) Horz:1-3=122(F=110),3-4=118(F=107),1-6=-23 Drag:4-6=-55(F) 5) MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:4-6=-12,1-3=-13(F=-28),3-4=-14(F=-28) Horz:1-3=133(F=110),3-4=130(F=107),1-6=-26 Drag:4-6=-55(F) 6) MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:4-6=-12,1-3=-0(F=-28),3-4=-1(F=-28) Horz:1-3=146(F=110),3-4=143(F=107),1-6=-26 Drag:4-6=-55(F) 7) Regular-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:4-6=-20,1-3=-116(F=-28),3-4=-117(F=-28) Horz:1-3=208(F=110),3-4=202(F=107) Drag:4-6=-104(F=-55) 8)Regular-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:4-6=-20,1-3=-67(F=-28),3-4=-67(F=-28) Horz:1-3=12(F=110),3-4=12(F=107) Drag:4-6=-6(F=55) 9) MWFRS Wind Left-Drag LC#1 Left:Lumberincrease=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:4-6=-12,1-3-35(F=-28),3-4=-36(F=-28) Horz:1-3=234(F=110),3-4=228(F=107),1-6=16 Drag:4-6=-104(F=-55) 10) MWFRS Wind Left-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:4-6=12,1-3=14(F=-28),3-4=14(F=-28) Horz:1-3=38(F=110),3-4=38(F=107),1-6=16 Drag:4-6=-6(F=-55) 11) MWFRS Wind Right-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 • Uniform Loads(plf) Vert:4-6=-12,1-3=-49(F=-28),3-4=-50(F=-28) Horz:1-3=219(F=110),3-4=214(F=107),1-6=-23 Drag:4-6=-104(F=-55) 12) MWFRS Wind Right-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33• Uniform Loads(plf) Vert:4-6=-12,1-3=0(F=-28),3-4=-0(F=-28) Horz:1-3=24(F=110),3-4=23(F=107),1-6=-23 Drag:4-6=-6(F=-55) 13) MWFRS 1st Wind Parallel-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:4-6-12,1-3=-38(F=-28),3-4=-39(F=-28) Horz:1-3=230(F=110),3-4=225(F=107),1-6=-26 Drag:4-6=-104(F=-55) 14) MWFRS 1st Wind Parallel-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:4-6=-12,1-3=11(F=-28),3-4=11(F=-28) Horz:1-3=35(F=110),3-4=34(F=107),1-6=-26 Drag:4-6=-6(F=-55) 15) MWFRS 2nd Wind Parallel-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:4-6=-12,1-3=-25(F=-28),3-4=-26(F=-28) Hors:1-3=244(F=110),3-4=238(F=107),1-6=-26 Drag:4-6=-104(F=-55) 16) MWFRS 2nd Wind Parallel-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 3 t , ®WARNING-VeriJSSU design parameters and READ NOTES ON THIS AND INCLUDED AIITEN REFERENCE PAGE MR-7473 ren,10-'08 BEFORE USE. I --" Design valid for use only with Welt connectors.This design is based only upon parameters.shown,and is for an individual building component. Applicability of design paramenters 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/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 A17 MOD.QUEEN 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 252011 MiTek Industries,Inc.Tue Dec 27 14:18:21 2011 Page 3 ID:96gxdErZ8NLswErk0ENtdNy64wF-CZogbHHmZ QtsXUVETtP979RoRAPKGu7FIAGsQy4izG LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-12,1-3=24(F=-28),3-4=24(F=-28) Horz:1-3=48(F=110),3-4=48(F=107),1-6=-26 Drag:4-6=-6(F=-55) • • ® WARNING-Veriif design parameters aad READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE M71.7373 rev.10-'08 BEFORE USE. =mom Design valid for use only with Muck connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek' 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 Ala MOD.QUEEN 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:22 2011 Page 1 ID:96gxdErZ8NLswErk0ENtdNy64wF-gIMCpdIPKIYj Uh3ioB0eiLiebrUa3joHTPvg0sy4izF 11-4-5 I 8-2-3 _ 14-8-0 —H 1-4-5 6-9-13 6-5-13 4x4 II Scale=1:62.0 4 6.00 12 ' 3x4 3 /\3 M03x4 1.5x3 II 2 . . .��A.- ►�Z��Z� B3E-... 3 7 8 6 9 10 11 5 3x4 -= 3x4= 4x5 = I- 4-9-4 14-8-0 4-9-4 _ 9-10-12 Plate Offsets(X,Y): [4:Edge,0-3-8],[5:0-1-12,0-2-0],[7:0-1-12,0-1-8) -- LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.44 Vert(LL) -0.23 5-6 >747 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.64 Vert(TL) -0.57 5-6 >302 180 BCLL 0.0 * Rep Stress Ina- NO WB 0.31 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:94 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 9-10-12 oc bracing. 4-5:2 x 4 DF No.1&Btr G WEBS 1 Row at midpt 3-5,4-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS (lb/size) 5=708/7-6-0 (min.0-1-8),7=672/3-9-8 (min.0-1-8) Max Horz 7=419(LC 12) QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT Max Uplift 5=-275(LC 12),7=-358(LC 13) LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE Max Gray 5=793(LC 7),7=953(LC 8) SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-819/331,3-4=-331/280 BOT CHORD 7-8=-439/326,6-8=-405/292,6-9=-392/558,9-10=-392/558,10-11=-260/478, 5-11=-257/450 WEBS 2-6=-199/503,3-6=-196/326,3-5=-626/322,2-7=-1205/463 NOTES • 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. rAIN' R R apes , 4)A plate rating reduction of 20%has been applied for the green lumber members.5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 275 lb uplift at joint 5 and 358 lb uplift at &.j �©,joint 7. t ,Ty6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and � �+:' SPE , t'' referenced standard ANSI/TPI 1. 7) Load case(s)1,3,4,5,6,7,8,9,10,11,12,13,14,15,16 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. i 8)This truss has been designed for a total drag load of 400 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag • •- . loads along bottom chord from 0-0-0 to 3-9-8,7-3-8 to 14-8-0 for 35.8 plf. ,Q ?k,, Ea� t LOAD CASE(S) Standard Except: ��/� �?� 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 S.S,11 Uniform Loads(plf) Digital Signature Vert:7-9=-20,9-11=-60,5-11=-20,1-4=-64 EXPIRATION DATE:06/30/12 Continued on page 2 December 27,2011 ® WARNING-Vet.*design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE XII 7473 rex.10-'09 BEFORE USE. ��' Design valid for use only with Mitch connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown �t is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the tV i jTek* 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/1PI1 Qually Criteria,D5B-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job !Truss Truss Type lQty Ply Kozak Enterprises Inc. OT-07023 1,418 IMOD.QUEEN IIL1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 - 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:22 2011 Page 2 ID:96gxdErZ8NLswErk0ENtdNy64wF-glMCpdIPKIYj Uh3io60eiLiebrUa3joHTPvg0sy4izF LOAD CASE(S) 3)MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:5-7=-12,1-4=3 Horz:1-4=-12,1-7=16,4-5=23 4) MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:5-7=-12,1-4=17 Horz:1-4=-26,1-7=-23,4-5=-16 5)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:5-7=-12,1-4=27 Horz:1-4=-36,1-7=-26,4-5=26 6) MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:5-7=-12,1-4=14 Horz:1-4=-23,1-7=-26,4-5=26 7)Regular-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:7-9=-20,9-11=-60,5-11=-20,1-4=-50 Horz:1-4=55 Drag:7-8=-36,5-10=-36 8)Regular-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:7-9=-20,9-11=-60,5-11=-20,1-4=-78 Horz:1-4=-55 Drag:7-8=36,5-10=36 9)MWFRS Wind Left-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:5-7=-12,1-4=17 Horz:1-4=43,1-7=16,4-5=23 Drag:7-8=-36,5-10=-36 10) MWFRS Wind Left-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:5-7=12,1-4=-11 Horz:1-4=-66,1-7=16,4-5=23 Drag:7-8=36,5-10=36 11) MWFRS Wind Right-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:5-7=12,1-4=31 Horz:1-4=29,1-7=-23,4-5=-16 - Drag:7-8=-36,5-10=-36 12) MWFRS Wind Right-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1 33 Uniform Loads(pit) Vert:5-7=-12,1-4=4 Horz:1-4=-80,1-7=-23,4-5=16 Drag:7-8=36,5-10=36 13) MWFRS 1st Wind Parallel-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:5-7=-12,1-4=41 Horz:1-4=19,1-7=-26,4-5=26 Drag:7-8=-36,5-10=36 14) MWFRS 1st Wind Parallel-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:5-7=-12,1-4=14 Horz:1-4=-90,1-7=-26,4-5=26 Drag:7-8=36,5-10=36 15)MWFRS 2nd Wind Parallel-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:5-7=12,1-4=28 Horz:1-4=32,1-7=-26,4-5=26 Drag:7-8=-36,5-10=36 16) MWFRS 2nd Wind Parallel-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:5-7=-12,1-4=1 Horz:1-4=77,1-7=-26,4-5=26 Drag:7-8=36,5-10=36 WARNING-Ves-tftj de,iryn parameters arid READ NOTES ON THIS AND INCLUDED AIITEKREFERENCE PAGEMI1-7473 ren.10-'08 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 paramenters 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 responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPI I Qualify Criteria,D5B-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Citrus Heights,CA,95610 ei • Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 B01 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:22 2011 Page 1 I D:96gxdErZ8NLswErk0ENtdNy64wF-glMCpolPKIYUh3ioB0eiLicArSx3h3HTPvg0sy4izF -2-0-0 7-4-12 7T10-lp 12-5-8 I 17-4-0 2-0-0 7-4-12 0-6-3 4-6-9 4-10-8 Scale=1:32.9 4x6 3 3x4= 4x5= 4 56 NM MA 6.00 12 a `: VI 2M ,....------------------------ \ — m MA Y 1 1►/ 13 9 8 3x4 = 7 3x8= ' 5x5 = _ 9-11-2 17-4-0 1--- 9-11-2 _ —+— 7-4-14 Plate Offsets(X,Y): [2:0-2-12,0-1-8],[3:0-0-11,0-2-0],[5:Edge,0-1-12],[8:0-2-4,0-2-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) 1/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.53 Vert(LL) -0.11 9-12 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.81 Vert(TL) -0.69 9-12 >300 180 BCLL 0.0 * Rep Stress lncr NO WB 0.42 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) Weight:76 lb FT=0% LUMBER BRACING —TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, • BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(4-3-10 max.):3-6. WEBS 2 x 4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 7-9-15 oc bracing. 5-8:2 x 4 DF No.1&Btr G 'WEBS 1 Row at midpt 4-8 JOINTS 1 Brace at Jt(s):5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1692/0-5-8 (min.0-1-13),8=1843/Mechanical Max Holz 2=158(LC 4) Max Uplift 2=-350(LC 5),8=-488(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2462/690,3-4=-2109/514,5-8=-355/174 BOT CHORD 2-13=-667/2606,9-13=-667/2118,8-9=-553/1771 WEBS 3-9=-89/294,4-9=0/623,4-8=-2132/661 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Fc�' 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 I I will fit between the bottom chord and any other members. ) 6)A plate rating reduction of 20%has been applied for the green lumber members. * (,,.. N� .,y /Q 7)Refer to girder(s)for truss to truss connections. 44..., r 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 350 lb uplift at joint 10 and 488 lb uplift Ct" 168 i 0' r- at joint 8. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Girder carries hip end with 0-0-0 right side setback,7-11-4 left side setback,and 7-11-4 end setback. P • 11) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. , �l,+ ' 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)545 lb down and 309 lb up at 7-7-15 on top chord. The design/selection of such connection device(s)is the responsibility of others, ��,,f1-- ��+ ��?adlp� 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /-/? S.1. Continued on page 2 Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 ®WARNING-Vert&design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE P111-7473 ren.10-V8 BEFORE USE. ��' Design valid for use only with MRek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek' (' 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 responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 B01 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:23 2011 Page 2 I D:96gxdErZ8NLswErkOENtdNy64wF-9xva0zJ 15bga6reuMuvtEYFnwFoAo8JQi3fNwly4izE LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-159,5-6=-14,7-10=-50(F=-30) Concentrated Loads(Ib) Vert:3=-545 • • • • ® WARNING•Verifj design parameters crud READ NOTES ON THIS AND INCLUDED MIT'EKREFERENCE PAGE NII•7473 rev.10.'08 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 paramenters and proper incorporation ofcomponent 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 B02 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 252011 MiTek Industries,Inc. Tue Dec 27 14:18:23 2011 Page 1 ID:96gxdErZ8NLswErkOENtd Ny64wF-9xva0zJ 15bga6reuMuvtEYFpJ FuPo7tQi3fNwly4izE -2-0-0 7-4-12 . 9-10-15 I 12-5-8 1 17-4-0 2-0-0 7-4-12 2-6-3 2-6-9 4-10-8 4 Scale=1:33.0 4x4 i X 3x4 11 3 3x4 = 6 6.00 12lifk 14 ram I V a m 11%\L .. : N di — A O 1 10 9 3x4= 8 3x5= 3x4 = 9-11.2 -- — – 17-4-0 9-11-2 7-4-14 Plate Offsets(X,Y): [2:0-1-4,0-1-8],[3:0-0-2,0-1-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.44 Vert(LL) -0.11 10-13 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.41 Vert(TL) -0.35 10-13 >591 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:79 lb FT=0% LUMBER , BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-7. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s):6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=890/0-5-8 (min.0-1-8),9=717/Mechanical Max Horz 2=223(LC 4) Max Uplift 2=-209(LC 5),9=-191(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD . 2-3=-1138/200,3-14=-809/197,5-14=-814/196 BOT CHORD 2-10=-321/1414,9-10=-247/675 WEBS 5-10=-15/280,5-9=-812/280 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide P will fit between the bottom chord and any other members. p 6)A plate rating reduction of 20%has been applied for the green lumber members. '� Es A', •7) Refer to girder(s)for truss to truss connections. � I f 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 lb uplift at joint 11 and 191 lb uplift <t,r y at joint 9. �:G9r'' r 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. �/� (� �< LOAD CASE(S) Standard „0„,, �T C REG irr ,�. � i,,/ti ,. d�t�, "R S.1'\4 Digital Signature EXPIRATION DATE:06/30112 , December 27,2011 ®WARNING-Verriff design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIL 7473 rev,10-'08 BEFORE USE. MN-)Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. MEI Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown p{ 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/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 003 CAL HIP 1 1 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR,97015 Job Reference(optional) 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:24 2011 Page 1 I D:96gxd ErZ8 N LswErkO ENtd Ny64wF-d8TzDJ Kfsvo Rj?D4wcQ6nm n?LfAdXdzaxj OxSly4izD -2-0-0 I- I 5-10-15 _ 11-6-0 11-10115 18-1-1 00 24-1-1 30-0-0 - 2-0-0 5-10-15 5-7-1 0-4 1�-6-15 ---- 6 2 2 0-415 5-7-1 I 5-10-15 Scale=1:53.9 4x8 M18SHS= 4x8 M18SHS// 4 6.00 12 1.5x3 1.5x3 `r 3 6 w; v N \ .- N 2 -� • 01 wig _ -- u 7 I� ow: wit 10 17 9 8 o 4x5 = 3x8= 3x8 M18SHS= 3x7= 354 = I 11-6-0 18-6-0 - _ 11-6-0 30-0-0 I 7-0-0 I 11-6-0 ---� Plate Offsets(X,Y): [2:0-2-8,0-0-2],[4:0-4-0,0-1-4],[7:0-0-8,0-0-2] --" — -- — LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.36 Vert(LL) -0.23 8-13 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.74 8-13 >487 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Ina' YES WB 0.26 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) I Weight:133 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc purlins,except BOT CHORD 2 x 4 DF No.1&Btr G 2-0-0 oc purlins(4-11-3 max.):4-5. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer J Installation•uide. REACTIONS (lb/size) 7=1311/Mechanical,2=1428/0-5-8 (min.0-1-8) Max Horz 2=132(LC 5) Max Uplift 7=-151(LC 6),2=-247(LC 5) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2249/312,3-4=-1879/205,4-5=1617/225,5-6=-1942/213,6-7=-2293/325 BOT CHORD 2-10=-288/1944,10-17=-61/1678,9-17=-61/1678,8-9=-61/1678,7-8=-225/2013 WEBS 3-10=-370/216,4-10=0/409,5-10=-261/113,5-8=0/409,6-8=-339/219 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��,C) PR 9F�' will fit between the bottom chord and any other members,with BCDL=10.Opsf. Co‘ G[ E c5'nJ 7)A plate rating reduction of 20%has been applied for the green lumber members. ,..\, ' ,„ /�'�T' Q " 8) Refer to girder(s)for truss to truss connections. 9 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 lb uplift at joint 11 and 247 lb uplift '' ' <� at joint 14. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 't 11) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. `� ,/,0�OREG• LOAD CASE(S) Standard • ��.3, vl.M:S.^t'N� Digital Signature EXPIRATION DATE:06/30/12 J December 27,2011 ® WARNTNC-Verifj design parameters and READ NOTES ON TIES AND INCLUDED MITER REFERENCE PAGE 5111-7473 rev,10-'08 BEFORE USE. �MI 1. Design valid for use only with MTek connectors.this design is based only upon parameters shovm,and is for an individual building component. Applicability of design paramenters 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/TPI1 Quality Criteria,D5B-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 804 CAL HIP i 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Dec 27 14:1825 2011 Page 1 ID:96gxdErZ8NLswErkOENtdNy64wF-5KlLRfKHdDwIL9oHTJxLJzKAs3WG5L.jANBU?By4izC I -2-0-0 I 5-10-15 I 11-6-0 I 13-10-15 16-1-118-6-0 I I 24-1-1 I 30-0-0 l 2-0.0 5-10-15 5-7-1 2-4-15 2-2-2 2-4-15 5-7-1 5-10-15 Scale=1:53.9 4x4-- 5 7 4x8 // 4 X 6.00 .IT - 1.5x3 19 40 1.5x3 4000000 1.5x3 3 N N 2It 9 n 821 11 10 0 12 4x5 = 3x8= 3x8 M18SHS= 3x7= 3x4 = l 11-6-0 .. I 18-6-0 I 30-0-0 11-6-0 7-0-0 11-6-0 Plate Offsets(X,V): (2:0-2-8,0-0-2),[9:0-0-8,0-0-2] — LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.37 Vert(LL) -0.23 10-15 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.75 10-15 >483 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Ina YES WB 0.26 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:139 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G >X TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins,except BOT CHORD 2 x 4 DF No,1&Btr G 2-0-0 oc purlins(4-8-10 max.):4-6. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 9=1344/Mechanical,2=1461/0-5-8 (min.0-1-9) ' • Max Horz 2=149(LC 4) Max Uplift 9=-216(LC 6),2=-312(LC 5) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2315/449,3-4=-1955/355,4-19=-1686/398,19-20=-1687/397,6-20=-1688/397, 6-8=-2018/363,8-9=-2359/459 BOT CHORD 2-12=-386/2002,12-21=-190/1751,11-21=-190/1751,10-11=-190/1751,9-10=-343/2055 WEBS 3-12=-359/195,4-12=0/414,6-12=-317/172,6-10=0/407,8-10=-334/194 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �� 0 P ROPes, 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '� I "S will fit between the bottom chord and any other members,with BCDL=10.0psf. `' . ,,N.4 �-,raj 0 7)A plate rating reduction of 20%has been applied for the green lumber members. t{, .y, 8) Refer to girder(s)for truss to truss connections. 4-C* 1•, ,t E { 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 216 lb uplift at joint 13 and 312 lb uplift at joint 16. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and �' referenced standard ANSI/TPI 1. 11) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. / '' OR +0' .,g • T y2' �� LOAD CASE(S) Standard Digital Signature EXPIRATION DATE:06/30/12 i December 27,2011 1 8 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIME REFERENCE PAGE Nil-7473 ren.10.'09 BEFORE USB, MU MPSDesign 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 paramenters 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 responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Pit Oualty Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Cttrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 805 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:26 2011 Page 1 ID:96gxdErZ8N LswErkOENtdNy64wF-ZWbje?Lv0 W29zINT11 TasBtHRStj?RCs01 t1 Xdy4izB 17-5-8 1— 5-10-15 1 11-6-0 1 13-10-3 14)1-11 15-10-5 1611.113 � 5-10-15 5-7-1 2-4-3 0-3-6 1-8-10 0-3.81-_3-11 1.5x3 II 1.5X3 I I Scale=1:44.2 4 6 8 9 2x3 II 4x5 11 3 X 3x5 6.00 •12 / �� S D 7 9 10 1.5x3 II 1.5• 0 1.5x3 Jr 2 r7 r_v 13 12 3x6 = 3x8= 1.5x3 II 1 11-6-0 17-5-8 11-6-0 1 5-11-8 1 Plate Offsets(X,V): [1:0-1-8,0-1-8],[10:0-2-12,0-1-8] LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.01 8-9. n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.56 Vert(TL) -0.01 8-9 n/r 90 BCLL 0.0 * Rep Stress Incr NO WB 0.66 Horz(TL) 0.01 12 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) Weight:93 lb FT=0% LUMBER RACING — — TOP CHORD 2 x 4 DF No.1&Btr G OP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-10. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s):7,5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT REACTIONS All bearings 17-5-8. LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE (Ib)- Max Horz 1.237(LC 5-13) SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. Max Uplift All uplift 100 lb or less at joint(s)except 1=-358(LC 13),12=-352(LC 10), 13=-583(LC 13) Max Gray All reactions 250 lb or less at joint(s)except 1=781(LC 8),12=418(LC 7), 13=1303(LC 8),1=427(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1280/721,2-3=-547/448,5-7=-227/318,7-10=-241/331,10-12=-385/369 BOT CHORD 1-13=-832/1526,12-13=-347/356 WEBS 2-13=-425/227,3-13=-516/281,10-13=-587/462 NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left ap exposed;end vertical left exposed;Lumber DOL=1.33 plate grip DOL=1.33 <c,�`�a • �ss 2)Provide adequate drainage to prevent water ponding. `J N / \C 0 3)Gable requires continuous bottom chord bearing. CO' 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 44./ 9 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ` /Z' 68' ~E , will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. /4 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 lb uplift at joint 14,352 lb uplift at joint 12,583 lb uplift at joint 13 and 358 lb uplift at joint 14. . 4 OR O �0 8 )This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and Al'• / / referenced standard ANSI/TPI 1. f74 ,_E o'y 9) Load case(s)1,3,4,5,6,7,8,9,10,11,12,13,14,15,16 has/have been modified.Building designer must review loads to verify � . �,N that they are correct for the intended use of this truss. 10)This truss has been designed for a total drag load of 1010 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist Digital Signature drag loads along bottom chord from 0-0-0 to 17-5-8 for 57.9 plf. 11) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. EXP[RATION DATE:06/30/12 Continued on page 2 December 27,2011 WARNING-Verift dsstgrt parameters and READ NOTES ON 1 ills AND INCLUDED AIME'REFERENCE PAGE MIL7473 ran.10-'08 BEFORE USE, � ' Design valid for use onlywith Mitch connectors.This design is based only upon parameters shown,and is for an Individual building component. MI Applicability of design paramenters 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/TPII Quality Criteria,008-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 B05 CAL HIP 1 1 . Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:26 2011 Page 2 ID:96gxdErZ8NLswErk0ENtdNy64wF-ZWbje?Lv0W29zl NT11 Ta5BtHRStj?RCs01 t1 Xdy4izB LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-6=-14,5-7=-64,8-9=-14,9-11=-64,12-14=-20 3) MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=3,3-4=3,4-6=-4,5-7=27,8-9=10,9-11=17,12-14=-12 Horz:1-3=-12,3-4=-12,4-6=-4,8-9=18,9-11=26 4) MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=17,3-4=17,4-6=10,5-7=27,8-9=-4,9-11=3,12-14=-12 Horz:1-3=-26,3-4=-26,4-6=-18,8-9=4,9-11=12 5)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=27,3-4=27,4-6=20,5-7=14,8-9=7,9-11=14,12-14=-12 Horz:1-3=-36,3-4=-36,4-6=-28,8-9=15,9-11=23 6) MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=14,3-4=14,4-6=7,5-7=14,8-9=20,9-11=27,12-14=-12 Horz:1-3=-23,3-4=-23,4-6-15,8-9=28,9-11=36 7) Regular-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=-35,3-4=-35,4-6=-14,5-7=-64,8-9=-14,9-11=-93,12-14=-20 Horz:1-3=116,3-4=116,9-11=116 Drag:5-7=58,12-14=-58 8) Regular-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1-3=-93,3-4=-93,4-6=-14,5-7=-64,8-9=-14,9-11=-35,12-14=-20 Horz:1-3=-116,3-4=-116,9-11-116 Drag:5-7=-58,12-14=58 9) MWFRS Wind Left-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=32,3-4=32,4-6=-4,5-7=27,8-9=10,9-11=-12,12-14=-12 Horz:1-3=104,3-4=104,4-6=-4,8-9=18,9-11=142 Drag:5-7=58,12-14=-58 10) MWFRS Wind Left-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1:33 Uniform Loads(plf) Vert:1-3=-26,3-4=-26,4-6=-4,5-7=27,8-9=10,9-11=46,12-14=-12 Horz:1-3=-127,3-4=-127,4-6=-4,8-9=18,9-11=-90 Drag:5-7=-58,12-14=58 11) MWFRS Wind Right-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=46,3-4=46,4-6=10,5-7=27,8-9=-4,9-11=-26,12-14=-12 Horz:1-3=90,3-4=90,4-6=-18,8-9=4,9-11=127 Drag:5-7=58,12-14=-58 12) MWFRS Wind Right-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=-12,3-4=-12,4-6=10,5-7=27,8-9=-4,9-11=32,12-14=-12 Horz:1-3=-142,3-4=-142,4-6=-18,8-9=4,9-11=-104 Drag:5-7=-58,12-14=58 13) MWFRS 1st Wind Parallel-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1-3=56,3-4=56,4-6=20,5-7=14,8-9=7,9-11=-15,12-14=-12 • Horz:1-3=80,3-4=80,4-6=-28,8-9=15,9-11=138 Drag:5-7=58,12-14=-58 14) MWFRS 1st Wind Parallel-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=-2,3-4=-2,4-6=20,5-7=14,8-9=7,9-11=43,12-14=-12 Horz:1-3=-151,3-4=-151,4-6=-28,8.9=15,9-11=-93 Drag:5-7=-58,12-14=58 15) MWFRS 2nd Wind Parallel-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=43,3-4=43,4-6=7,5-7=14,8-9=20,9-11=-2,12-14=-12 Horz:1-3=93,3-4=93,4-6=-15,8-9=28,9-11=151 Drag:5-7=58,12-14=-58 16) MWFRS 2nd Wind Parallel-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=-15,3-4=-15,4-6=7,5-7=14,8-9=20,9-11=56,12-14=-12 Horz:1-3=-138,3-4=-138,4-6=-15,8-9=28,9-11=-80 Drag:5-7=-58,12-14=58 t, 1 ®WARNING.Verif f dsrign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 ren.10-'08 BEFORE USE. Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Carus Heights,CA,95e10 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. . OT-07023 B06 FINK 2 I Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:26 2011 Page 1 I D:96gxdErZ8NLswErkaENtdNy64wF-ZWbje?Lv0 W29zINT11 TasBtKgSvf?ZEs01 t1 Xdy4izB 3-0-3 1 10-9-7 3-0-3 7-9-4 I 2x4 II Scale=1:34.8 1 2 Y 1.5x3 4 3 6.00 112 v a5 6 4 I 'Mil 0 65 4x5= 3x6= I- — -- 10-9-7 10-9-7 i Plate Offsets(X,Y): [4:0-0-8,0-0-2),[5:0-1-12,0-1-8[ — — — LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 • Plates Increase 1.15 TC 0.42 Vert(LL) -0.16 5-9 >776 240 MT20 220/195 TCDL . 7.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.51 5-9 >248 180 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) Weight:44 lb FT=0% LUMBER BRACING • TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=489/Mechanical,5=408/Mechanical Max Horz 5=-222(LC 3) Max Uplift 4=-74(LC 6),5=-90(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1366/177 BOT CHORD 4-5=313/1849 WEBS 3-5=-368/191 NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 lb uplift at joint 7 and 90 lb uplift at ��1 ' P Rv/ joint 5. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and c .,,‘AGIN . f�L referenced standard ANSI/TPI 1. ,w /`�• LOAD CASE(S) Standard CC 16:". �,-' ir-/� t.N. •REG a' 7 fid. ;/r ' `. Ca Digital Signature 1 EXPIRATION DATE:06/30/12 December 27,2011 i WARNING.Veriiftj design par n ameters and READ NOTES ON 77115 AND INCLUDED 14!TEIt:REFERENCE PAGE XII.7473 ran.10�08 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 paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 'I 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/TPII quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 C01 CAL HIP 1 1 J _ Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:27 2011 Page 1 I D:96gxdErZ8NLswErk0ENtdNy64wF-1j95sLMX9gA0aSxfbk_pPOPRds84kwtOdhdb33y4izA 7-6-0 7-10-15 12-0-0 I _16-1-1 16-6/0 24-0-0 + 26-0-0 7-6-0 0-4-15 4-1-1 4-1-1 0-4-15 7-6-0 2-0-0 Scale=1:43.3 4x10 M18SHS= 4x10 M18SHS= 5x8 = 6.00 12 2 , r��` \ 777VNN' .. r r 1N. s 1017 g 8 187 ► \ 6 o 4x6 = 3x4 = 1,5x3 I l 3x10 M18SHS= 3x4 = 4x6= I -- 7-6-0 12-0-0 ___I___ 16-6-0 I _ 24-0-0 7-6-0 4-6-0 4-6-0 ----- - 7-6-0 — Plate Offsets(X,Y): [1:0-1-0,0-0-2],[2:0-5-0,0-1-4],[3:0-4-0,0-1-8],[4:0-5-0,0-1-4],[5:0-1-0,0-0-2] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.18 9 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.42 7-9 >687 180 M18SHS 220/195 BCLL 0.0 * Rep Stress lncr NO WB 0.57 Horz(TL) 0.16 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:101 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except WEBS 2 x 4 DF Std G 2-0-0 oc purlins(3-1-10 max.):2-4. BOT CHORD Rigid ceiling directly applied or 6-3-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 1=2335/0-5-8 (min.0-2-8),5=2467/0-5-8 (min.0-2-10) — Max Horz 1=-106(LC 6) Max Uplift 1=-447(LC 5),5=-545(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4278/1069,2-3=-3747/984,3-4=-3738/984,4-5=-4271/1069 BOT CHORD 1-10=-912/3739,10-17=-1100/4369,9-17=-1100/4369,8-9=-1100/4369,8-18=-1100/4369, 7-18=-1100/4369,5-7=-872/3730 WEBS 2-10=-0/887,3-10=-954/317,3-7=-959/320,4-7=-0/888 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 PR ofe 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * 6> will fit between the bottom chord and any other members. � �l� ](� j�j I 7)A plate rating reduction of 20%has been applied for the green lumber members. t4 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 447 lb uplift at joint 11 and 545 lb uplift 1.it c%-E • at joint 14. / / / 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. �� .� 10)Girder carries hip end with 7-11-4 end setback. W tl �� 11 Design assumes 4x2(flat orientation) + ,4T OREG7 9 purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)545 lb down and 309 lb up at -S7, 'I�J�;�. �� 16-6-0,and 545 lb down and 309 lb up at 7-6-0 on top chord. The design/selection of such connection device(s)is the iii '\ responsibility of others. r'/�J� n� ^�\t 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Digital Signature EXPIRATION DATE:06/30/12 Continued on page 2 December 27,2011 1 T9ARMVO-Verifij design parameters and HEAD NOTES ON THIS ANO INCLUDED MITEKREFERENCE'PAGE IIIII.7473 ran.1 O-'08 BEFORE USE. � ' Design valid for use onty with MiTek connectors.This design Is based only upon parameters shown,and is for an individual building component. 1.111 Applicability of design paramenters 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/TPI1 Qualify Criteria,056-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. - Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 C01 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:27 2011 Page 2 I D:96gxd ErZB NLswErkO E Ntd Ny64wF-1)95sL MX9gA0a Sxmk_p PO PRds84kwtodhdb33y4 izA LOAD CASE(S) Standard • 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=64,2-4=-159,4-6=-64,11-14=-50(F=-30) Concentrated Loads(Ib) Vert:2=-545 4=-545 • 4 WARNING-Venipi d ssl yt parameters aad READ NOTES ON THIS AND INCLUDED MIME REFERENCE PAGE MII 7473 raw 10-'08 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 paramenters 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 POWER TO PERPORI, fabrication,qualify 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 horn Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 CO2 CAL HIP 1 I I Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Dec 27 14:18:28 2011 Page 1 I D:96gxdErZ8NLswErk0ENtdNy64wF-V4T3hN9w8ItCcWr9SV2xcyhGGb8TSY9sLM8b Wy4iz9 I 7-4-7 9-9-6 11-10-7 1 13-11-8 1 16-4-7_H_ 23-10-7 I 25-10-7 7-4-7 2-4-15 2-1-1 2-1-1 2-4-15 7-6-0 2-0-0 Scale=1:43.9 6 3 4x4 4x4 6.00 12 X 3x4 2 8 v r7 t 7 fq 11 10 s 1 8 0 3x4 = 3x4 = 3x4 = 3x4= 304 = 1— 7-47 11-10-7 16-4-7 1 23-10-7 —1 7-4-7 4-6-0 4-6-0 7-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.36 Vert(LL) -0.11 9-11 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.38 9-11 >751 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.23 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:102 lb FT=0% LUMBER X BRACING TOP CHORD 2 x 4 DF No.1&Btr G .TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins,except BOT CHORD 2 x 4 DF No.1&Btr G 2-0-0 oc purlins(5-5-11 max.):2-5. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer J Installation guide. _ _ REACTIONS (lb/size) 1=1027/0-3-15 (min.0-1-8),7=1174/0-5-8 (min.0-1-8) Max Horz 1=-124(LC 3) Max Uplift 1=-170(LC 5),7=-271(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1728/330,2-18=-1461/339,4-18=-1464/339,4-19=-1446/335,5-19=-1443/336, 5-7=1712/273 BOT CHORD 1-11=-556/1632,10-11=-280/1617,9-10=-280/1617,7-9=-165/1444 WEBS 2-11=-34/400,4-11=-368/217,4-9=-379/219,5-9=-34/402 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. © Doi 6)A plate rating reduction of 20%has been applied for the green lumber members. Op 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 lb uplift at joint 12 and 271 lb uplift 't GI c$x� at joint 15. C? ,' . Q 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and {Cr referenced standard ANSI/TPI 1. 2'r;/ 9f 9) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. LOAD CASE(S) Standard 4 OR.1%•�co 0R .I'V Digital Signature EXPIRATION DATE:06/30/12 , December 27,2011 t WARNING.Verijij design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 7473 rev.IO-'O8 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 paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown p !' 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,qualify control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,059-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 CO3 CAL HIP 1 1 Job Reference(optional) i.i PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:29 2011 Page 1 ID:9figxdEr28NLswErkOENtdNyfi4wF-z5HsH1 NohRRkgm52i90HUpVsEgxXCwrJ4?6h8yy4iz8 12-2-12 11-11-5 11-10-7 11-6.2 11(91fi I 16-4-7 23-10-7 7-4-7 4-1-11 0-3-4' 4-1-11 I 7-6-0 2-0- 1:43.9 1.5x3 Pbg', 1.5x3 I 3 50-3-47 6.00 12 4x4% 4x4 2 .,_:,7i. rh all 12 11 ��0='' 47'4 I ' . — '1 354 = 3x4 = 3x4 = 3x4= 3x4 = _ -- 7-4-7 _ }--,— 11-10.7 —�---- 16-4-7 _ 23-10-7 7-4-7 _..— 4-6-0 4-6-0 l 7-6-0 ---� Plate Offsets(X,Y): [4:0-4-8,0-2-8] — — --- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.35 Vert(LL) --0.11 11-13 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.43 Vert(TL) -0.37 11-13 >782 180 BCLL . 0.0 * Rep Stress Incr YES WB 0.16 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) - - Weight:-113 lb FT=0% - LUMBER —_---- ----- BRACING TOP CHORD 2 x 4 DF No.1&Btr G- TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G Except: WEBS 2 x 4 DF Std G 1 Row at midpt 2-8 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS Installation uide. (lb/size) 1=973/0-3-15 (min.0-1-8),9=1121/0-5-8 (min.0-1-8) Max Horz 1=-136(LC 6) Max Uplift 1=-130(LC 5),9=-232(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1609/310,2-4=-1339/288,4-8=-1319/271,8-9=-1590/170 BOT CHORD 1-13=-571/1644,12-13=-144/1451,11-12=-144/1451,9-11=-128/1333 WEBS 2-13=0/372,4-13=-252/107,4-11=-266/116,8-11=0/373 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. .f\ e. Q PROF 6)A plate rating reduction of 20%has been applied for the green lumber members. SS 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 130 lb uplift at joint 14 and 232 lb uplift �� ( � y '© at joint 17. ,� �r, 8)This truss is designed in accordance with the 2009 International Residential Code sections R502 11.1 and R802,10.2 and 4Z' 168 S 0' t'' referenced standard ANSI/TPI 1. 9) Design assumes 4x2(flat orientation)purlins at cc spacing indicated,fastened to truss TC w/2-10d nails. ma t LOAD CASE(S) Standard �s . �'� W -oT s j 7 aE-at ,c44 R S.- Digital Signature EXPIRATION DATE:06/30/12 J December 27,2011 1 ®WARNING-Veripj design parameters and READ NOTES ON THIS AND INCLUDED MWTEKREFERENCE PAGE MIL 7473rem 10.1)8BEFORE USE - ' Design valid for use only with M7ek connectors.This design Is based only upon parameters shown,and is for an individual building component. MI Applicability of design paramenters 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 respansibillity of the MiTeke 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/1PIl Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Carus Heights,CA,95610 • Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 C04 'FINK 5 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7,250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:30 2011 Page 1 ID:96gxdErZ8NLswErkOENtdNy64wF-RIrEUMOQSIZbRwgEGsXW0111 Q3H3xKISJfrFgOy4iz7 6-1-11 11-10-7 17-7-3 I 23-10-7 I 25-10-7 6-1-11 I 5-8-12 5-8-12 6-3-4 2_0_0 Scale=1:42.8 4x5 = 3 E\ 6.00 1 )T11001,'"---..,...„,,, 1.5x3 \\ 1.5x3 // m 4 rn 5 ��? O. 9 16 17 8 7 6 a 3x4 % 3x4 = 3x4= 3x4 = 3x5 = 8-0-10 15-8-4 _ I 8-0-10 I — 7-7-11 f ---- 23-10-7 I _ .. 8-2-3 Plate Offsets(X,Y): (5:0-2-4,0-1-8) — LOADING (psf) SPACING 2-0-0 CSI . DEFL in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.26 Vert(LL) -0.16 7-9 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.41 Vert(TL) -0.29 7-9 >983 180 BCLL 0.0 * Rep Stress Ina- YES WB 0.27 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:100 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide.REACTIONS (lb/size) 1=1047/0-3-15 (min.0-1-8),5=1191/0-5-8 (min.0-1-8) Max Horz 1=-137(LC 6) Max Uplift 1=-134(LC 5),5=-234(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1817/238,2-3=-1621/240,3-4=-1610/230,4-5=-1805/228 BOT CHORD 1-9=-280/1555,9-16=-56/1060,16-17=-56/1060,8-17=-56/1060,7-8=-56/1060, 5-7=-98/1541 WEBS 2-9=-354/196,3-9=-89/619,3-7=-80/602,4-7=-345/191 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 10 and 234 lb uplift D PR0/fi at joint 13. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and - l�NG) referenced standard ANSI/TPI 1. �� 0- ••i• 1-- LOAD CASE(S) Standard Tor , * _0).„„,-..,.0). G .• X03 -11 B. - 2-\ ��-� I1R s.'0 Digital Signature EXPIRATION DATE:06/30/12 J December 27,2011 WARNING-Veriflf design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERENCE PAGE MIL 7471 ren,10-198 BEFORE USE, ��' Design valid for use only with M1ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters 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/IPll Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 li IJob Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 C05 MONO CAL HIP 1 I __ Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 252011 MiTek Industries,Inc.Tue Dec 27 14:18:31 2011 Page I I D:96gxdErZ8NLswErkOENtdNy64wF-wUOchiP2D3hS34FQga21ZEa2GTh3g10cYJboCry4iz6 8-10-12 9 5-1? 13-10-7 I 15-10-7 I 18-0-14 I 23-10-7 - I 8-10-12 d-7- 4-4-10 2-0-0 2-2-7 5-9-9 4x4 = 6x8 - Scale:1/,r=1' 1 .2 i+ at:, 10x10' 6.0012 _ 3 . i% 1.5x3 O 4 11' o--• y u I Y, Y 5 i-/_iii ilitiA _i:TT-: ":/iLili!�w !w!.�wvo!i�� . 6 — j° 3x4 II 4x5 = 4x5= 11 10 9 8 7 4x5 = 4x8= 6x8 = 2x4 1\ I— 4-7-15 ._ I. 9-5-13 9-C�4 - 13-10-7 _ I 15-10-7 l 23-10-7 _, 1 4-7-15 4-9-14 0-d-7 4-4-3 2-0-0 8-0-0 Plate Offsets(X,Y): [1:0-1-8,0-1-12],[2:0-4-0,0-1-12],[3:0-5-0,0-3-0],[5:0-4-0,0-1-15],[7:0-2-0,0-0-8],[11:0-2-4,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.96 Vert(LL) -0.03 6-13 >999 240 MT20 '220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.17 Vert(TL) -0.07 6-13 >999 180 BCLL 0.0 . I Rep Stress Incl NO WB 0.41 Horz(TL) -0.00 11 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix-M) Weight:176 lb FT=0% LUMBER BRACING—— — TOP CHORD 2 x 4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-2:2 X 6 DF No.2 G except end verticals,and 2-0-0 oc purlins(10-0-0 max.):1-2. BOT CHORD 2 X 8 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2 x 4 DF Std G 10-0-0 oc bracing:6-13. WEBS 1 Row at midpt 2-10 JOINTS 1 Brace at Jt(s):1 QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE REACTIONS All bearings 15-0-0 except(jt=length)5=0-5-8. SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. (ib)- Max Hors 5=-290(LC 10) Max Uplift All uplift 100 lb or less at joint(s)10 except 5=-164(LC 16),11=-191(LC 9),8=-148(LC 9),7=-388(LC 10) Max Gray All reactions 250 lb or less at joint(s)except 5=547(LC 7),11=295(LC 21), 8=521(LC 8),10=396(LC 8),7=1630(LC 7) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-257/255,3-4=-379/176,4-5=-690/285 BOT CHORD 8-9=-288/281,7-8=-363/325,6-7=-343/311,5-6=-417/557 WEBS 4-6=-283/144,2-8=-496/216,2-10=-264/234,1-10=-321/191,3-8=-257/236, 3-6=155/770,3-7=-869/250 NOTES 1) anced roof ve loads have idered for this 2)Wind:IASCE 7-05;100mph;TCDL=4n2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and Csign. a'" 'I NsPR �$. right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 �' '' •. G' 3) Provide adequate drainage to prevent water ponding. tL 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 S �{ 5) •This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide / will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. i4/ 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) RE 5=164,11=191,8=148,7=388. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and � ' i k/ referenced standard ANSI/TPI 1. / " ��? il 9) Load case(s)1,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22 has/have been modified.Building designer must A S.I., review loads to verify that they are correct for the intended use of this truss. Digital Signature 10)This truss has been designed for a total drag load of 550 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 22-10-7 to 23-10-7,0-0-0 to 15-0-0 for 34.4 plf. ( EXPIRATION DATE:06/30/12 11) Girder carries tie-in span(s):27-0-0 from 9-0-0 to 23-10-7 Continued on page 2 December 27,2011 WARNING-VerifJ design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 lea.10-'O8 BEFORE USE. -- Design valid for use only with W Tek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters 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/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 C05 (MONO CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Dec 27 14:18:31 2011 Page 2 I D:96gxdErZBNLswErkOENtdNy64wF-wUOchiP2D3hS34FQga2IZEa2GTh3g10cYJboCry4iz6 NOTES 12) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)900 lb down and 165 lb up at 16-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-5=-64,1-2=-64,5-11=-20 Concentrated Loads(Ib) Vert:6=-900(B) 3) MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1:33 Uniform Loads(plf) Vert:2-5=17,1-2=27,5-11=-12 Horz:2-5=26,1-11=16 Concentrated Loads(Ib) Vert:6=165(B) 4) MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1 33 Uniform Loads(plf) Vert:2-5=3,1-2=27,5-11=-12 Horz:2-5=12,1-11=-23 Concentrated Loads(Ib) Vert:6=165(B) 5) MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-5=14,1-2=14,5-11=-12 Horz:2-5=23,1-11=-26 Concentrated Loads(lb) Vert.6=165(8) 6) MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-5=27,1-2=14,5-11=-12 Horz:2-5=36,1-11=-26 , Concentrated Loads(Ib) Veil:6=24(B) 7) Regular-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-3=-75,3-5=-76,1-2=-64,11-13=-20,5-13=-20 Horz:2-3=49,3-5=46 Drag:1-2=23,7-11=-34,5-13=-34 Concentrated Loads(Ib) Vert:6=-900(8) 8) Regular-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-3=-53,3-5=-52,1-2=-64,11-13=-20,5-13=-20 Horz:2-3=-49,3-5=-46 Drag:1-2=-23,7-11=34,5-13=34 Concentrated Loads(lb) Vert:6=-900(8) 9) MWFRS Wind Left-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 • • Uniform Loads(pit) Vert:2-3=7,3-5=6,1-2=27,11-13=-12,5-13=-12 Horz:2-3=75,3-5=72,1-11=16 Drag:1-2=23,7-11=-34,5-13=-34 Concentrated Loads(Ib) Vert:6=165(B) 10) MWFRS Wind Left-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-3=28,3-5=29,1-2=27,11-13=-12,5-13=-12 Horz:2-3=-24,3-5=-20,1-11=16 Drag:1-2=-23,7-11=34,5-13=34 Concentrated Loads(Ib) Vert:6=165(B) 11) MWFRS Wind Right-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:2-3=-8,3-5=-8,1-2=27,11-13=-12,5-13=-12 Horz:2-3=61,3-5=58,1-11=-23 Drag:1-2=23,7-11=-34,5-13=-34 Concentrated Loads(Ib) Vert:6=165(B) 12) MWFRS Wind Right-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 3 r, B ® WARNING-Veriflj design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 ren.10-'08 BEFORE USE. 11=1=1 Design valid for use only with Mu ck connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters 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/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available horn Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 • Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 C05 MONO CAL HIP 1 .1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:31 2011 Page 3 I D:96 gxd ErZB N L swE rk0 E N td N y64wF-wU Och i P 2 D 3 h S 34 F Q g a 2IZ E a t GTh 3 9 1 0 cYJ b o C ry4iz6 LOAD CASE(S) Standard Uniform Loads(plf) Vert:2-3=14,3-5=15,1-2=27,11-13=-12,5-13=-12 Horz:2-3=-38,3-5=-35,1-11=-23 Drag:1-2=-23,7-11=34,5-13=34 Concentrated Loads(Ib) Vert:6=165(B) 13) MWFRS 1st Wind Parallel-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-3=3,3-5=3,1-2=14,11-13=-12,5-13=-12 Horz:2-3=72,3-5=69,1-11=-26 Drag:1-2=23,7-11=-34,5-13=-34 Concentrated Loads(Pb) Vert:6=165(B) 14) MWFRS 1st Wind Parallel-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-3=25,3-5=26,1-2=14,11-13=-12,5-13=-12 Horz:2-3=-27,3-5=-23,1-11=-26 Drag:1-2=-23,7-11=34,5-13=34 Concentrated Loads(Ib) Vert:6=165(B) 15) MWFRS 2nd Wind Parallel-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-3=17,3-5=16,1-2=14,11-13=-12,5-13=-12 Horz:2-3=85,3-5=82,1-11=-26 Drag:1-2=23,7-11=-34,5-13=-34 Concentrated Loads(Pb) Vert:6=24(B) 16) MWFRS 2nd Wind Parallel-Drag LC#1 Right Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-3=38,3-5=39,1-2=14,11-13=-12,5-13=-12 Horz:2-3=-14,3-5=-10,1-11=-26 Drag:1-2=-23,7-11=34,5-13=34 • Concentrated Loads(Ib) Vert:6=24(B) 17) 1st unbalanced Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-5=-14,1-2=-64,5-11=-20 Concentrated Loads(Ib) Vert:6=-900(B) 18)2nd unbalanced Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-5=-64,1-2=-64,5-11=-20 Concentrated Loads(Ib) Vert:6=-900(B) 19) 3rd unbalanced Regular-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-3=-25,3-5=-26,1-2=-64,11-13=-20,5-13=-20 Horz:2-3=49,3-5=46 Drag:1-2=23,7-11=-34,5-13=-34 Concentrated Loads(lb) Vert:6=-900(B) 20)4th unbalanced Regular-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1,33 Uniform Loads(plf) Vert:2-3-75,3-5=-76,1-2=-64,11-13=-20,5-13=-20 Horz:2-3=49,3-5=46 Drag:1-2=23,7-11=-34,5-13=-34 Concentrated Loads(Ib) Vert:6=-900(B) 21) 5th unbalanced Regular-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-3=-3,3-5=-2,1-2=-64,11-13=-20,5-13=-20 Horz:2-3=-49,3-5=-46 Drag:1-2=-23,7-11=34,5-13=34 Concentrated Loads(Pb) Vert:6=-900(B) 22)6th unbalanced Regular-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:2-3=-53,3-5=-52,1-2=-64,11-13=-20,5-13=-20 Horz:2-3=-49,3-5=-46 Drag:1-2=-23,7-11=34,5-13=34 Concentrated Loads(Ib) Vert:6=-900(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK PAGE MII.7473 rem.1O-'08 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 paramenters 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 responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1811 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 , Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 D01 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Dec27 14:18:33 2011 Page 1 I D:96gxdErZBNLswErkOENtdNy64wF-ss WM6ORIkgxAlNPpx?SDeffXbHH48hhu?d4vHjy4iz4 -2-0-0 I 5-6-12 5-111-11 9-8-12 1 13-5-13 13110-112 19-5-8 1 2-0-0 5-6-12 0-4-1 3-9-1 3-9-1 0-4-15 5-6-12 Scale=1:36.5 4x8 M18SHS i 4x8 M18SHS 3x4 = 4 , 6.00 12 n 6 s%s ��}} V1 2 ry. To 0 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx_ • - 7•w•-• 1 3x4 = 8 9 10 11 7 3x4= 3x4 = - 3x4 = 5-6-12 ___ _13-10-12 19-5-8 5-6-12 __-- - 8-4-0 I 5-6-12 -i Plate Offsets(X,Y): [3:0-2-8,0-1-12],[5:0-2-8,0-1-12] — — LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.33 Vert(LL) -0.01 1 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.45 Vert(TL) 0.02 1 n/r 90 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:79 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2 x 4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-5. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE REACTIONS , All bearings 19-5-8. SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. (Ib)- Max Hori 2=90(LC 13) Max Uplift All uplift 100 lb or less at joint(s)except 6=-133(LC 16),2=-247(LC 13), 8=-403(LC 11),7=-404(LC 10) Max Gray All reactions 250 lb or less at joint(s)except 6=322(LC 7),2=479(LC 8), 8=1432(LC 21),7=1464(LC 20) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-316/277,5-6=-313/279 BOT CHORD 2-8=-278/294,8-9=-371/577,9-10=-353/559,10-11=-353/559,7-11=-371/577, 6-7=-279/289 WEBS 3-8=-768/355,4-8=-674/449,4-7=-677/446,5-7=-785/358 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7.05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. (} P R 4)All plates are MT20 plates unless otherwise indicated. ��F G]� 4 5) Gable requires continuous bottom chord bearing. h10 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ctr 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 1je."? ,,. S- will fit between the bottom chord and any other members. / 8)A plate rating reduction of 20%has been applied for the green lumber members. �� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 6,247 lb uplift at Wile e , joint 2,403 lb uplift at joint 8 and 404 lb uplift at joint 7. r b 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and ,b '�.' # '`g--., referenced standard ANSI/TPI 1. -9 ` ,! t' 2-.1 11) Load case(s)1,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22 has/have been modified.Building designer must <47 • ' C1 review loads to verify that they are correct for the intended use of this truss. F S "( 12)This truss has been designed for a total drag load of 800 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist Digital Signature drag loads along bottom chord from 0-0-0 to 19-5-8 for 41.1 plf. 13)Girder carries hip end with 6-0-0 end setback. EXPIRATION DATE:06/30/12 14) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. Continued on page 2 December 27,2011 1 WARNING-Veri,jfj design parameters and READ NOTES ON THIS AND INCLUDED MITF,KREFERENCE PAGE M11.7472 rev.10-'08 BEFORE USE. u� Design valid for use only with Milek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design paramenfers 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/0P11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available horn Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type IQty Ply Kozak Enterprises Inc. OT-07023 DO1 CAL HIP 11 Job Reference(optional) _ PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:33 2011 Page 2 ID:96gxdErZ8NLswErk0ENtdNy64wF-sswM60RIkgxAl NPpx?5DeffXbHH48hhu?d4vHjy4iz4 NOTES 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)288 lb down and 164 lb up at 13-9-0,and 288 lb down and 164 lb up at 5-8-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 16) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-128,5-6=-64,2-6=-40(F=-20) Concentrated Loads(Ib) Vert:3=-288 5=-288 3) MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=24,2-3=3,3-5=64,5-6=17,2-6=-24(F=-12) Horz:1-2=-32,2-3=-12,5-6=26 Concentrated Loads(Ib) Vert:3=164 5=164 4) MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=10,2-3=17,3-5=64,5-6=3,2-6=-24(F=-12) Horz:1-2=-18,2-3=-26,5-6=12 Concentrated Loads(Ib) Vert:3=164 5=164 5) MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=48,2-3=27,3-5=51,5-6=14,2-6=-24(F=-12) Horz:1-2=-56,2-3=-36,5-6=23 Concentrated Loads(lb) Vert:3=164 5=164 6)MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=7,2-3=14,3-5=51,5-6=27,2-6=-24(F=-12) Horz:1-2=-15,2-3=-23,5-6=36 Concentrated Loads(Ib) Vert:3=164 5=164 7) Regular-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=-64,2-3=-44,3-5=-128,5-6=-84,2-6=-40(F=-20) Horz:2-3=86,5-6=86 Drag:3-5=41,2-6=-41 Concentrated Loads(Ib) Vert:3=-288 5=-288 8) Regular-Drag LC#1 Right Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=-64,2-3=-84,3-5=-128,5-6=-44,2-6=-40(F=-20) Horz:2-3=-86,5-6=-86 Drag:3-5=-41,2-6=41 Concentrated Loads(Ib) Vert:3=-288 5=-288 9) MWFRS Wind Left-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=24,2-3=23,3-5=64,5-6=-2,2-6=-24(F=-12) Horz:1-2=-32,2-3=74,5-6=112 Drag:3-5=41,2-6=-41 Concentrated Loads(Ib) Vert:3=164 5=164 10) MWFRS Wind Left-Drag LC#1 Right Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=24,2-3=-17,3-5=64,5-6=37,2-6=-24(F=-12) Horz:1-2=-32,2-3=-97,5-6=-60 Drag:3-5=-41,2-6=41 Concentrated Loads(Ib) Vert:3=164 5=164 11) MWFRS Wind Right-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=10,2-3=37,3-5=64,5-6=-17,2-6=-24(F=-12) Horz:1-2=-18,2-3=60,5-6=97 Drag:3-5=41,2-6=-41 Concentrated Loads(Ib) Vert:3=164 5=164 12) MWFRS Wind Right-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 3 ® WARNING-Verif(j design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMU-7473 ree.10-VS BEFORE USE. --" Design valid for use only with Muck connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters 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 Mi iT e!k` 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/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type IQty Ply Kozak Enterprises Inc. OT-07023 001 CAL HIP 11 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 Job Reference(optional) 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:33 2011 Page 3 I D:96 g xd E rZ8 N L swE rk0 E Ntd Ny64wF-ss W M 60 RI k g xA I N Ppx15 D effXb H H4 8 h h u?d4 vHjy4 i z4 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=10,2-3=-2,3-5=64,5-6=23,2-6=-24(F=-12) Horz:1-2=-18,2-3=-112,5-6=-74 Drag:3-5=-41,2-6=41 Concentrated Loads(Ib) Vert:3=164 5=164 13) MWFRS 1st Wind Parallel-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=48,2-3=47,3-5=51,5-6=-5,2-6=-24(F=-12) Horz:1-2=-56,2-3=50,5-6=109 Drag:3-5=41,2-6=-41 Concentrated Loads(Ib) Vert:3=164 5=164 14) MWFRS 1st Wind Parallel-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=48,2-3=8,3-5=51,5-6=34,2-6=-24(F=-12) Horz:1-2=-56,2-3=-122,5-6=-63 Drag:3-5=-41,2-6=41 Concentrated Loads(Ib) Vert:3=164 5=164 15) MWFRS 2nd Wind Parallel-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=7,2-3=34,3-5=51,5-6=8,2-6=-24(F=-12) Horz:1-2=-15,2-3=63,5-6=122 Drag:3-5=41,2-6=-41 Concentrated Loads(Ib) Vert:3=164 5=164 16) MWFRS 2nd Wind Parallel-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=7,2-3=-5,3-5=51,5-6=47,2-6=-24(F=-12) Horz:1-2=-15,2-3=-109,5-6=-50 Drag:3-5=-41,2-6=41 Concentrated Loads(Ib) Vert:3=164 5=164 17) 1st unbalanced Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-128,5-6=-14,2-6=-40(F=-20) Concentrated Loads(Ib) Vert:3=-288 5=-288 18) 2nd unbalanced Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-14,3-5=-128,5-6=-64,2-6=-40(F=-20) Concentrated Loads(Ib) Vert:3=-288 5=-288 19)3rd unbalanced Regular-Drag LC#1 Left:Lumber increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=-64,2-3=-44,3-5=-128,5-6=-34,2-6=-40(F=-20) Horz:2-3=86,5-6=86 Drag:3-5=41,2-6=-41 Concentrated Loads(Ib) Vert:3=-288 5=-288 20)4th unbalanced Regular-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=-14,2-3=6,3-5=-128,5-6=-84,2-6=-40(F=-20) Horz:2-3=86,5-6=86 Drag:3-5=41,2-6=-41 Concentrated Loads(Ib) Vert:3=-288 5=-288 21)5th unbalanced Regular-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=-64,2-3=-84,3-5=-128,5-6=6,2-6=-40(F=-20) Horz:2-3=-86,5-6=-86 Drag:3-5=-41,2-6=41 Concentrated Loads(Ib) Vert:3=-288 5=-288 22) 6th unbalanced Regular-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=-14,2-3=-34,3-5=-128,5-6=-44,2-6=-40(F=-20) Horz:2-3=-86,5-6=-86 Drag:3-5=-41,2-6=41 Concentrated Loads(Ib) Vert:3=-288 5=-288 � t ®WARNING-Verefj design parameters and'READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE PILI-7473 ren,I0-'08 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. 1111111 Applicability of design paramenters 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/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 E01 CAL HIP 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:33 2011 Page 1 ID:96gxdErZ8NLswErk0ENtdNy64wF-ssWM60RI kgxAJNPpx?5DeffYQHle8kcu?d4vHjy4iz4 -2-0-0 5-4-12 5-10-11 7-1-1 17-7-4I -12-6-8 1 2-0-0 5-4-12 0-6-3 1-2-2 0-6-3 4-11-4 Scale:1/2".1' 4x4 4x4 ii 3 4 Ilr" 7 `. 6.00 12 v / N 5 2 . e l4 ►i 8 6 9 13x4 / 3x4 = 4x4 = 3x7 11 ~ — 6-6-0 6-6-0 I 12-6-8 I _. Plate Offsets X, — 6-D-8 _- — ( `�: [3:0-0-3,0-1-12],[4:0-0-3,0-1-12],[5:0-0-0,0-1-12],[5:0-2-0,0-4-3] LOADING (psf) SPACING 2-0-0 CSI DEFL in- (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.27 Vert(LL) -0.04 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.14 2-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.11 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 _Code IRC2009/TPI2007 (Matrix) Weight:49 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, BOT CHORD 2 x 4 OF No.1&Btr G except WEBS 2 x 4 DF Std G 2-0-0 oc purlins(5-5-12 max.):3-4. WEDGE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Right:2 x 4 DF Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer J Installation uide. - REACTIONS (lb/size) 2=1137/0-5-8 (min.0-1-8),5=985/Mechanical Max Horz 2=90(LC 5) Max Uplift 2=-306(LC 5),5=-192(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1618/396,3-7=-1421/345,4-7=-1421/345,4-5=-1605/404 BOT CHORD 2-8=-320/1363,6-8=-320/1363,6-9=-294/1357,5-9=-294/1357 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in"all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any.other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. �0iv© PRQxe� 7) Refer to girder(s)for truss to truss connections. 8) Provide e mechanical connection(by others)of truss to bearing plate capable of withstanding 306 lb uplift at joint 2 and 192 lb uplift at 4.9 c ,ANG[ • /� joint 5 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and • �� •+" / �{ referenced standard ANSI/TPI 1. - 10)Girder carries hip end with 5-11-4 end setback. / 11) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Cd nails. , 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)281 lb down and 160 lb up at r/ 7-8-0,and 281 lb down and 160 lb up at 5-4-0 on top chord. The design/selection of such connection device(s)is theiyi responsibility of others. q l',..,` 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). q. \ Digital Signature EXPIRATION DATE:06/30/12 Continued on page 2 December 27,2011 ® WARNINf:-VerJ1j design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1411-7473 ren,I0-'08 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 paramenters 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 respansibillity 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/IPl1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 { Job Truss' (Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 E01 CAL HIP 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Dec 27 14:18:33 2011 Page 2 I D:96gxdErZ8NLswErkaENtdNy64wF-ss WM60RI kgxAlNPpx?5DeffYQHle8kcu?d4vHjy4iz4 LOAD CASE(S) Standard •• 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-3=-64,3-4=-127,4-5=-64,2-5=-40(F=-20) Concentrated Loads(Ib) Vert:3=-281 4=-281 • • • • ®WARNING-Vamflj design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE IUD-7473 rev.10-'08 BEFORE USE, Immo. 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 paramenters and proper incorporation ofcomponent 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/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterpnses Inc. OT-07023 502 KINGPOST 1 1 Job Reference(optional) _ PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:34 2011 Page 1 ID:96gxdErZ8NLswErk0ENtdNy64wF-K341KkRwV 30wX ?VcSBtCjihhctBm2EHpSp9y4iz3 I—— -2-0-0 1 6-6-0 2-0-0 6-6-0 I 6-0-8 I 4x4 = Scale=1:25.7 3 Pk' 6.00 12 m cori m 2 r ; S44 5 3x4 = 1.5x3 II 4x4 = 3x8 II 1 6-6-0 66-0 I 12-6-8 --I 6-0-8 Plate Offsets(X,Y): 13:0-2-0,0-2-81,[4:0-3-0,Edge1,[4:0-0-0,0-1-121 -- LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.30 Vert(LL) -0.04 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.24 Vert(TL) -0.10 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.11 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:44 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS WEDGE 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing Right:2 x 4 DF Std be installed during truss erection,in accordance with Stabilizer J Installation guide. REACTIONS (lb/size) 2=670/0-5-8 (min.0-1-8),4=502/Mechanical Max Horz 2=97(LC 5) Max Uplift 2=-188(LC 5),4=-65(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-717/98,3-4=-716/76 BOT CHORD 2-5=-17/558,4-5=-17/558 WEBS 3-5=0/282 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. QED PR Ofi 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 188 lb uplift at joint 2 and 65 lb uplift at ��f N 1 s�'� joint 4. 5 G NE' ,✓Q 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and ,.•...,, / •• „y referenced standard ANSI/TPI 1. / LOAD CASE(S) Standard TR �. •REG,' y 17 'Ltd S1\ Digital Signature . 1 EXPIRATION DATE:06/30/12 , December 27,2011 4 B ® WARNING-Verifj design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I.7473 rev,10-'08 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 paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek' 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/TP11 Quality Criteria,1358-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 1 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 E03 KINGPOST 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:35 2011 Page 1 I D:96gxdErZ8NLswErkOENtdNy64wF-oFe7X4SZGHBtyhZC3Q7hj4lu R41 uceOBTxZOLcy4iz2 I -2-0-0 1 _ 6-6-04 11- 12-6-8 2-0-0 6-6-0 U_5 41 5-7-4 1 4x5= Scale=1:26.1 4 3 'l7 =. 6.00 12 \ da n S 2 ,y l — Y _ o o— =, 1/ 6 ►� 3x4= 1. x3 11 4x4 = 3x7 11 1 6-6-0— -- -- 12-6-8 — - -I 6-6-0 6-0-8 Plate Offsets(X,Y): [3:0-1-8,0-2-8],[5:0-2-0,0-4-3],[5:0-0-0,0-1-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.30 Vert(LL) -0.04 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.24 Vert(TL) -0.09 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight 45 Ib FT=0% LUMBER BRACING TOP CHORD' 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins: BOT CHORD 2 x 4 DF No.1&Btr G- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS WEDGE 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing Right:2 x 4 DF Std be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=673/0-5-8 (min.0-1-8),5=505/Mechanical Max Horz 2=104(LC 5) Max Uplift 2=-190(LC 5),5=-76(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-724/108,3-7=-548/97,5-7=-722/96 BOT CHORD 2-6=-28/564,5-6=-28/564 WEBS 3-6=0/282 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6) Refer to girder(s)for truss to truss connections. R Q PR OFF 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 190 lb uplift at joint 2 and 76 lb uplift at �ti - N SA) joint 5. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and t�., ? referenced standard ANSI/TPI 1. ' • •P f.. LOAD CASE(S) Standard ,� 41 S.-C\\A Digital Signature EXPIRATION DATE:06/30112 December 27,2011 IMMO® wARN7NC-VeriJtj design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE'PAGE 1111-7473 ren.20-'08 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. 1" Applicability of design paramenters 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 responsibillify 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/TP11 Quality Criteria,058-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Ctrus Heights,CA,95610 t< Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 604 KINGPOST 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 252011 MiTek Industries,Inc.Tue Dec 27 14:18:35 2011 Page 1 ID:96gxdErZ8NLswErk0ENtdNy64wF-oFe7X4SZGHBtYhZC3Q7hj4ltS41viceOBTxZOLcy4iz2 2-00--00 6-6--0 82-5-4 I 12-764 377 4 i 4, 1 Scale=1:27,2 4x4= 3 6.00 12 r X 7 i 5 M -- all i 1 M 6 3x4= 1.5x3 II 4x4= 3x7 I I 6-6-0 � I 12-6-8 6-6-0 T--- 6-0-8 Plate Offsets(X,Y): [3:0-1-4,0-2-0],[5:0-2-0,0-4-3],[5:0-0-0,0-1-12] — — — — 'LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d .PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.37 Vert(LL) 0.04 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.24 Vert(TL) -0.09 5-6 >999 180 . BCLL 0,0 * Rep Stress Ina YES WB 0.11 Horz(TL) 0.01 5 n/a n/a ' BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:48 lb FT=0% LUMBER --- X BRACING - — - -- ---TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directlyapplied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF Std G WEDGE MiTek recommends that Stabilizers and required cross bracing Right:2 x 4 DF Std be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=683/0-5-8 (min.0-1-8),5=522/Mechanical Max Horz 2=132(LC 5) Max Uplift 2=-196(LC 5),5=-134(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown, TOP CHORD 2-3=-757/149,3-7=-651/201,5-7=-760/190 BOT CHORD 2-6=-101/597,5-6=-101/597 WEBS 3-6=0/282 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6) Refer to girder(s)for truss to truss connections. ,c, Q PROFS 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 196 lb uplift at joint 2 and 134 lb uplift at ",5' '� joint 5. \SNI ` /Q 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and tc:3, ':' referenced standard ANSI/TPI 1. 4 4- q LOAD CASE(S) Standard fir a OR .*s �� FRS.1\N Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 ® WARNING-Veripj design parameters and READ NOTES ON THIS AND INCLUDED MrTEKREFERENCE PAGE MII F 7473 ren.I0-'08 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 paramenters 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 Malek` 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 1 Job Truss Truss Type Qty Ply Kozak Enterprises Inc, OT-07023 E05 KINGPOST 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries;Inc.Tue Dec 27 14:18:36 2011 Page 1 I D:96gxd ErZ8NLswErk0EN1dNy64wF-GRCVIQTB1 bJk9r7Od7ewGHH3zUNBL5HLhbIZu2y4iz1 -2-0-0 _ — 6-6-0 I 9-6-0 I 10-11-4 I 12-6-6 2-0-0 6-6-0 3-0-0 1-5-4 1-7-4 1.5x3 II 6, Scale=1:33.2 4 4x4= ^r 6.00 12 3 Pro .`r!.? 1.5 , \ 7 2 .. - 7.4 [ ii, _ Ell:11111m I 'o OM 1 M, 8 3x4= 4x4 = L 5x3 II 3x7 I I - - 8 6-D - I-- -- 12-6-8 6-6-0 6-0-8 Plate Offsets(X,Y): [3:0-1-0,0-2-4],[7:0-2-0,0-4-3],[7:0-0-0,0-1-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.32 Vert(LL) -0.03 2-8 >999 240 MT20 220/195 . TCDL 7.0 Lumber Increase 1.15 BC 0.24 Vert(TL) -0.08 2-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 7 ' n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:55 lb FT=0% LUMBER ,,BRACING TOP CHORD 2 x 4 DF No.1&Btr G OP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2114 DF Std G MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer' Right:2 x 4 DF Std Installation.uide. REACTIONS (lb/size) 2=674/0-5-8 (min.0-1-8),7=518/Mechanical Max Holz 2=182(LC 5) Max Uplift 2=-181(LC 5),7=-143(LC 5) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=728/55,3-5=-594/162,5-9=-678/200,7-9=-736/194 BOT CHORD 2-8=-106/568,7-8=-106/568 WEBS 3-8=0/280 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6) Refer to girder(s)for truss to truss connections. c1,0p PR ore 7)Prot ovid e mechanical connection(by others)of truss to bearing plate capable of withstanding 181 lb uplift at joint 2 and 143 lb uplift at G , 619 joi 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 andAl „i referenced standard ANSI/TPI 1. $.I.E c- 9) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. LOAD CASE(S) Standard '(: �� Qlz ST (39 ' R S.l' Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 9 ®WARNMJ I3-Verily design parameters and READ NOTES ON TEES AND INCLUDED MITER REFERENCE PAGE RII1-7473 rev.10-'08 BEFORE USE. — ' Design valid for use only with Mitek connectors.This design is based only upon parameters shover,and is for an individual building component. IVII Applicability of design paramenters 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/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 • Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 - F01 (MONO TRUSS 1 1 _ Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Dec 27 14:18:36 2011 Page 1 I D:96gxdErZ8NLswErk0ENtdNy64wF-GRCVIQTB 1 bJk9r7Od7ewGHHzKULhL28LhblZu2y4iz t I 3-0-0 4-0-0 1l 8-0-0 I 11-6-0 —I -.. 3-0-0 1-0-0 4-0-0 3-6-0 4x5 = Scale=1.36.3 3 4 LPE 6.00 12 m 7 3x4 2 1 / on 4x8= 7 6 5 3x6 II 2x4 // 4x5= I- 3-0-0 + 8-0-0 I __11-6-0 I -- . 3-6-0 . 5-0-0 3-6-0 Plate Offsets(X,Y): [1:0-4-0,0-1-15],[5:0-4-8,0-1-8],[7:0-2-0,0-0-12] —LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) 1/dell Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.68 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.33 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code IRC2009/1-PI2007 (Matrix) Weight:74 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 X 8 DF No.2 G except end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE REACTIONS All bearings 11-6-0. SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. (Ib)- Max Horz 1=247(LC 12) Max Uplift All uplift 100 lb or less at joint(s)except 1=-142(LC 13),4=-681(LC 8), 5=-482(LC 12),6=-772(LC 13),7=-661(LC 13) Max Gray All reactions 250 lb or less at joint(s)1 except 4=368(LC 11),5=1136(LC 7),6=3681(LC 8),7=2410(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-480/388,2-3=-639/516,3-4=-329/182,3-5=-730/402 BOT CHORD 1-7=-416/363,6-7=-427/426,5-6=-285/296 WEBS 2-6=-489/395,3-6=-474/288,2-7=-640/466 NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wideI U Iop will fit between the bottom chord and any other members. t41j N 6'6'615)A plate rating reduction of 20%has been applied for the green lumber members. ‘,..,.‘.40F 4. /per 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 142 lb uplift at joint 1,681 lb uplift at 4r joint 4,482 lb uplift at joint 5,772 lb uplift at joint 6 and 661 lb uplift at joint 7. 4Z" 16 :7-- r ff 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and f� , referenced standard ANSI/TPI 1. 8) Load case(s)1,3,4,5,6,7,8,9,10,11,12,13,14,15,16 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. ''*.• ' ORE ' 9)This truss has been designed for a total drag load of 815 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag ' loads along bottom chord from 0-0-0 to 11-6-0 for 70.9 plf. -.� ,� 10) Girder carries tie-in span(s):13-0-0 from 3-0-0 to 8-0-0;17-3-0 from 8-0-0 to 11-6-0 " (j 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)990 lb down and 181 lb up at R S S.�i� 3-0-0,and 1860 lb down and 341 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Digital Signature 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ( EXPIRATION DATE:06/30/12 J Continued on page 2 December 27,2011 TFBRNINti-Yeriplf design parameters and READ NOTES ON THIS AND INCLUDED IkffTEK REFERENCE PAGE 11111-7473 rev,10-'08 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 paramenters 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/TPI1 quality Criteria,058-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. CHrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 F01 MONO TRUSS 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:37 2011 Page 2 I D:96gxdErZ8 NLswE rk0 ENtdNy64wF-kemtym UpovRb n?iaAr99pVg84 uhw4VoUwE27QUy4 i z0 LOAD CASE(S) Standard Except: 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-80(F=-60),6-7=-251(F=-231),5-6=-340(F=-320),1-3=-64,3-4=-64 Concentrated Loads(Ib) Vert:6=-1860(F)7=-990(F) 3) MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-7=-18(F=-6),6-7=30(F=42),5-6=47(F=59),1-3=3,3-4=3 Horz:1-3=-12,3-4=-12,3-5=23 Concentrated Loads(lb) Vert:6=-197(F)7=-105(F) 4) MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-7=-5(F=7),6-7=30(F=42),5-6=47(F=59),1-3=17,3-4=17 Horz:1-3=-26,3-4=-26,3-5=-16 Concentrated Loads(Ib) Vert:6=222(F)7=118(F) 5) MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-7=-1(F=11),6-7=30(F=42),5-6=47(F=59),1-3=27,3-4=27 Horz:1-3=-36,3-4=-36,3-5=26 Concentrated Loads(Ib) Vert:6=341(F)7=181(F) 6) MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-7=-10(F=2),6-7=30(F=42),5-6=47(F=59),1-3=14,3-4=14 Horz:1-3=-23,3-4=-23,3-5=26 Concentrated Loads(lb) Vert:6=49(F)7=26(F) • 7) Regular-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:1-7=-80(F=-60),6-7=-251(F=-231),5-6=-340(F=-320),1-2=-31,2-3=-29,3-4=-29 Horz:1-2=151,2-3=142,3-4=142 Drag:1-5=-71 Concentrated Loads(Ib) Vert:6=-1860(F)7=-990(F) 8) Regular-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-7=-80(F=-60),6-7=-251(F=-231),5-6=-340(F=-320),1-2=-97,2-3=-99,3-4=-99 Horz:1-2=-151,2-3=-142,3-4=-142 Drag:1-5=71 Concentrated Loads(Ib) Vert:6=-1860(F)7=-990(F) 9) MWFRS Wind Left-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-7=-18(F=-6),6-7=30(F=42),5-6=47(F=59),1-2=36,2-3=39,3-4=39 Horz:1-2=140,2-3=130,3-4=130,3-5=23 Drag:1-5=-71 Concentrated Loads(Ib) Vert:6=-197(F)7=-105(F) 10) MWFRS Wind Left-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:1-7=-18(F=-6),6-7=30(F=42),5-6=47(F=59),1-2=-30,2-3=-32,3-4=-32 Horz:1-2=-163,2-3=-153,3-4=-153,3-5=23 Drag:1-5=71 Concentrated Loads(Ib) Vert:6=-197(F)7=-105(F) 11) MWFRS Wind Right-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:1-7=-5(F=7),6-7=30(F=42),5-6=47(F=59),1-2=51,2-3=53,3-4=53 Horz:1-2=126,2-3=116,3-4=116,3-5=-16 Drag:1-5=-71 Concentrated Loads(Ib) • Vert:6=222(F)7=118(F) 12) MWFRS Wind Right-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) • Vert:1-7=-5(F=7),6-7=30(F=42),5-6=47(F=59),1-2=-16,2-3=-18,3-4=-18 Horz:1-2=-177,2-3=-168,3-4=-168,3-5=-16 Drag:1-5=71 Concentrated Loads(Ib) Vert:6=222(F)7=118(F) 13) MWFRS 1st Wind Parallel-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 3 1 I ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII.7473 ren.1O-'O8 BEFORE USE -�' Design valid for use onty with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street.Suite 312-Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 F01 MONO TRUSS 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 252011 MiTek Industries,Inc.Tue Dec 27 14:18:37 2011 Page 3 I D:96gxd ErZ8 N LswErkoE Ntd Ny64wF-kemtymUpovRbn?iaAr99p Vg84uhw4VoUwE27Q Uy4iz0 LOAD CASE(S) Uniform Loads(Of) Vert:1-7=-1(F=11),6-7=30(F=42),5-6=47(F=59),1-2=61,2-3=63,3-4=63 Horz:1-2=116,2-3=106,3-4=106,3-5=26 Drag:1-5=-71 Concentrated Loads(Ib) Vert:6=341(F)7=181(F) 14) MWFRS 1st Wind Parallel-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-7=-1(F=11),6-7=30(F=42),5-6=47(F=59),1-2=-6,2-3=-8,3-4=-8 Horz:1-2=-187,2-3=-178,3-4=-178,3-5=26 Drag:1-5=71 • Concentrated Loads(Ib) Vert:6=341(F)7=181(F) 15) MWFRS 2nd Wind Parallel-Drag LC#1 Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:1-7=-10(F=2),6-7=30(F=42),5-6=47(F=59),1-2=47,2-3=50,3-4=50 Horz:1-2=129,2-3=119,3-4=119,3-5=26 Drag:1-5=-71 Concentrated Loads(Ib) Vert:6=49(F)7=26(F) 16) MWFRS 2nd Wind Parallel-Drag LC#1 Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:1-7=-10(F=2),6-7=30(F=42),5-6=47(F=59),1-2=-19,2-3=-21,3-4=-21 Horz:1-2=-174,2-3=-164,3-4=-164,3-5=26 Drag:1-5=71 Concentrated Loads(lb) Vert:6=49(F)7=26(F) 1 I ® WARNING-Verify design parameters and READ NOTES ON THIS MID INCLUDED NH MC REFERENCE PAGE MTI.7473 rev.10-'08 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 paramenters 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 i p iTek 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/TPII Quality Criteria,058-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 • Jab Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 001 MONO TRUSS 1 1 _ Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:37 2011 Page 1 ID:96gxdErZ8 NLswErk0ENtdNy64wF-kemtymUpovRbn?iaAr99pVg8SuXY4MkUwE27QUy4iz0 . - I _ 7-11-4 _ 11-9-7 7-11-4 I 3-10-3 l 4 Scale=1:35.5 3 1,•t d 6.00 171i. 4x4= 2 /I' ; 1 N 1 Q ' _ -- II I MI M. 7 6 4x5 = 4x8 // 5 3x6 i l I— 5-8-0 l 7-11-4 _-I 5-8-0 2-3-4 Plate Offsets(X,Y): [2:0-2-4,0-0-12],[6:0-4-15,0-0-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.65 Vert(LL) -0.06 1-6 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 1.00 Vert(TL) -0.14 1-6 >659 180 . BCLL 0.0 * Rep Stress Incr NO WB 0.87 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:51 lb FT=0% LUMBER --- --- BRACING --- _-- --- ----- TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, BOT CHORD 2 X 8 DF No.2 G except end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing -1 be installed during truss erection,in accordance with Stabilizer JI Installation tuide. REACTIONS (lb/size) 1=2010/0-5-8 (min.0-2-2),5=1560/Mechanical,3=55/0-1-8 (min.0-1-8) Max Horz 1=216(LC 4) Max Uplift 1=-308(LC 5),5=-391(LC 5),3=-46(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2-1210/173,2-5=-1655/416 BOT CHORD 1-7=-174/1024,6-7=-174/1024 WEBS 2-6=-277/1966 NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. c,,,irQ PI0pe 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 308 lb uplift at joint 1,391 lb uplift at -N - ' ' joint 5 and 46 lb uplift at joint 3. c � +'4 l' 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 4,r - -.9 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and 1 6 i r t referenced standard ANSI/TPI 1. // , 10) Girder carries tie-in span(s):30-0-0 from 0-0-0 to 3-6-0;11-0-0 from 3-6-0 to 7-11-4 �/ 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 's ORE 4 s 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) C41 " -� '‘C'Vert:1-7=-608(F=-588),5-7=-209(F=-189),1-2=-64,2-4=-64 S.. \ Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 4 WARNING�VerIpj design parameters and READ NOTES ON THISANW D INCLUDED TEKREFERENCE PAGE 1417-7473 ren.S0-'08 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. MN Applicability of design paramenters 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute.281 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,85610 N. Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J21 JACK-OPEN TRUSS 8 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 252011 MiTek Industries,Inc. Tue Dec 27 14:18:38 2011 Page 1 I D:96g xd E rZ8 N L swE rk0 E N td Ny64wF-Cq J F 95 U RZ CZ S P S H m kYg O L I N Q Q I6_p OYe 9 u n gyxy4 iz 7 -2-0-0 l 1-10-15 I .. 2-0-0 1-10-15 Scale=1:12.2 3 4 ryy �1 ll a Pill ' 6.00 12 z 1 LP ►4 0.11 - ./--.--------r 2x4 = .. 5 I-- 1-11-4 I 1-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) i/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1,15 BC 0.02 Vert(TL) -0.00 2-5 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:9 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide._ REACTIONS (lb/size) 2=282/0-5-8 (min.0-1-8),5=19/Mechanical,3=17/Mechanical Max Horz 2=90(LC 5) Max Uplift 2=-172(LC 5),3=-17(LC 1) Max Gray 2=282(LC 1),5=38(LC 2),3=34(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between thebottom chord and any other members. . 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. . 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 lb uplift at joint 2 and 17 lb uplift at joint 3. 7)This truss is designed in accordance with the 2009 International Residential Code sections.R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 'S(` I ''S ANG ' /0 'Ct" /- 9f.., V -^t) 0 F31,-",fi, Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 1 ®WARNING-Ver{Jj design parameters and READ NOTES ON THIS An)INCLUDED MITEK REFERENCE PAGE MII-7473 rev.I0-198 BEFORE USE. — ' Design valid for use ant/with Mack connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters 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/TPIS Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J22 Jack-Open Truss 7 1 _ Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 252011 MiTek Industries,Inc.Tue Dec 27 14:18:38 2011 Page 1 I D:96gxdErZ8NLswErkoENtdNy64wF-CgJF95URZCZSPBHmkYgOLiNRel6_p0Ye9ungyxy4iz? - _ l 1-11-4 l 3-10-15 I 1-11-4 1-11-11 Scale=1:14.9 2 ilk 71- 6.00 12 N M 1 1 2x4= 3 1-11-4 —'----H 1-11-4 .. .. - LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/defl L/d PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.18 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 7 0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:9 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G- TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=140/0-5-8 (min.0-1-8),2=122/Mechanical,3=19/Mechanical Max Horz 1=70(LC 5) Max Uplift 1=-23(LC 5),2=-70(LC 5) Max Gray 1=140(LC 1),2=122(LC 1),3=38(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 1 and 70 lb uplift at • joint 2. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard -\cY' G p R /Q le dT. FR S.�' Digital Signature I EXPIRATION DATE:06/30/12 December 27,2011 WARNING-Vertftj design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 rev,IO-V8 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 paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown E' 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/TPII Quality Criteria,098-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Carus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J22A Jack-Open Truss i 1 I PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 -. Job Reference(optional) 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:38 2011 Page 1 I D:96gxdErZ8NLswErkoE NtdNy64wF-CgJF95URZCZSP8HmkYg OLiNRG167p0Ye9ungyxy4iz? 1-5-12 _ 3-5-7 1-5-12 1-11-11 Scale=1:15.0 2 [ 6.00 1z Ii' li 0 r7 N / co a 1 il 4 3x6 II 3x4 Job Truss [truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J23 Jack-Open Truss 4 1 _ Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:39 2011 Page 1 I D:96gxdErZ8NLswErk0E NtdNy64wF-hOteNRV3KWhJ015zIFCduwvzriRDYTnnOYXDUNy4iz_ -2-0-0 I 1-11-4 5-10-15 2-0-0 1-11-4 3-11-11 Scale=1:22.8 3 1. lr ;I $ 6.00 ,2 _o l7 l7 '- / N 2 mom 2x4= 4 1-11-4 1-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.34 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 15 lb FT=0% LUMBER - — ----- • . - BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G . BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation•uide. REACTIONS (lb/size) 3=163/Mechanical,2=359/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=160(LC 5) Max Uplift 3=-85(LC 5),2=-161(LC 5) Max Gray 3=163(LC 1),2=359(LC 1),4=38(LC 2) • FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) •This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 3 and 161 lb uplift at joint 2. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. PR LOAD CASE(S) Standard � ' � fij' 4Cr � 4 1 rF 1 ORE , Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 ® WARNING-Verify deign parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1417-7473 rev.I0-'08 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 paramenters 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Rate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J61 Jack-Open Truss 2 1 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 Job Reference(optional) 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:39 2011 Page 1 ID:96gxdErZBNLswErkOENtdNy64wF-hOteNRV3KWhJ0lszl FCduwvbAiNXYTnnOYXDUNy4iz_ l -2-0-0 I 1-10-15 2-0-0 1-10-15 - - Scale=1:15.3 3 4r 51 , 4z 6.00 2 3 � MI :- Iiiiiil Io ►/ 6 . 7 5 mom 1 2x4 = — — — 5-11-4 5-11-4 I LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.05 2-5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.16 2-5 >445 180 BCLL 0.0 * Rep Stress Inc( YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 — (Matrix) Weight:14 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS (lb/size) 2=320/0-5-8 (min.0-1-8),5=57/Mechanical,3=-17/Mechanical Max Horz 2=90(LC 5) Max Uplift 2=-149(LC 5),3=-17(LC 1) Max Gray 2=320(LC 1),5=114(LC 2),3=34(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever.left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A platerating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 2 and 17 lb uplift at joint 3. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2 lb up at 2-0-0,and 2 lb up at ��4s O PRoi-6-' 4-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ) 'S 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��, ' ' �q ti �•• LOAD CASE(S) Standard 4.C.- 16VI) 57 r 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-14,2-5=-20 Concentrated Loads(Ib) 111 / .+ Vert:6=1(F)7=1(F) V. •REGirI :: Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 1 ®WARNING--Verify design parameters and READ NOTES ON THIS AND INCLUDED NITEKREFERENCE PAGE d41.7473 ren,10-'O8 BEFORE USE, MEMn Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for artindividual building component. MII Applicability of design paramenfers 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/fPl1 Quality Criteria,051-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna.VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J61A Jack-Open Truss 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:40 2011 Page 1 I D:96gxdErZBNLswErkOENtdNy64wF-9DROan WhSgpAeSR9szjsC17Sny5jfHw1 wcCGnOpy4iyz -2-0-0 1-10-15 l 2-0-0 1-10-15 Scale=1:15.4 3 4 1,6 I 6.00 12 Ai i 2 IT r Ia E 6 7 5 2x4= .. _ H- — —T 6-0-0 _ 6-0-0 - ___I LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TOLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.06 2-5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0 27 Vert(TL) -0.17 2-5 >428 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 J ' Code IRC2009/TPI2007 (Matrix) Weight:14 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. _ MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=319/0-3-8 (min.0-1-8),5=58/Mechanical,3=-14/Mechanical Max Horz 2=90(LC 5) Max Uplift 2=--147(LC 5),3=-14(LC 1) Max Gray 2=319(LC 1),5=116(LC 2),3=32(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 2 and 14 lb uplift at joint 3. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. — 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2 lb up at 2-0-0,and 2 lb up at (c.,?,0 P R Opfits, 4-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 't 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). c -,,' 4 IQ LOAD CASE(S) Standard �1-- 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-14,2-5=-20 Concentrated Loads(Ib) r -' ; Vert:6=1(B)7=1(B) O QR• !,/• fiR S. 1'\ Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 4 9 WARNING.Veriflj design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MI1 7473 ren.10.'08 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 paramenters 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 responslbillity 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/TPI1 quality Criteria,058.89 and BCE Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Citrus Heights,CA,95610 Job (Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J62 Jack-Open Truss 2 1 _ Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Dec 27 14:18:40 2011 Page 1 ID:96gxdErZBNLswErkOENtdNy64wF-9DROan WhSgpAeSR9szjsQ7SmJ5kxHwlwcCGnOpy4iyz -2-0-0 I 3-10-15 2-0-0 3-10-15 Scale=1:17.3 3 i )11 6.0012 5 N Fig 1 4 2x4 1 -- —— 5-11-4 5-11-4 - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.05 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.25 Vert(TL) -0.14 2-4 >476 , 180 BCLL 0.0 * Rep Stress Ina- YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:17 lb FT=0% LUMBER - BRACING — — TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=72/Mechanical,2=359/0-5-8 (min.0-1-8),4=56/Mechanical Max Horz 2=124(LC 5) Max Uplift 3=-36(LC 4),2=-144(LC 5) Max Gray 3=72(LC 1),2=359(LC 1),4=113(LC 2) FORCES (Pb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 3 and 144 lb uplift at joint 2. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.. LOAD CASE(S) Standard r��'OQ �SQ��6' `� 16z,.0.,' ' i. I Digital Signature 1 EXPIRATION DATE:06/30/12 December 27,2011 44 ®WARNING-Veripf design parameters and READ N07ES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil 7473 rev.ID-'08 BEFORE USB. ��' 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 paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek' 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 responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1911 qualify Criteria,OSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty 'Ply Kozak Enterprises Inc. - 01-07023 J62A Jack-Open Truss 2 1 __ Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Dec 27 14:18:41 2011 Page 1 ID:96gxdErZ8NLswErkOENtdNy64wF-dP?Oo7XJs7x1Gc0LPgE5zL_xLV3y0NH4rsOl(YGy4iyy -2-0-0 I 3-10=15__ 2-0-0 3-10-15 - - Scale=1:17.3 3 1 411 kJ ------------ 6.00 12 // 0 N / et tt -41/11 Io 4 1 2x4 = i .- - _- I--.. -6-0-0 6.0.0 -- — --i. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.21 Vert(LL) -0.05 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.16 2-4 >441 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a . n/a BCDL 10.0 Code IRC20097TP12007 (Matrix) Weight:17 lb FT=0% LUMBER -----BRACING -------- — ------------- TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing l be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=79/Mechanical,2=354/0-3-8 (min.0-1-8),4=58/Mechanical Max Horz 2=124(LC 5) Max Uplift 3=-37(LC 4),2=-137(LC 5) Max Gray 3=79(LC 1),2=354(LC 1),4=116(LC 2) ' FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-.0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 37 lb uplift at joint 3 and 137 lb uplift at joint 2. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. — LOAD CASE(S) Standard (-;;:i,T1c. • G.1 z�Qs�Q1`,•IPE yr 41, * •'EG , --9z TQM; "2'` ��s` 4EFR S.1\ Digital Signature EXPIRATION DATE:06/30/12 j December 27,2011 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEKREFERENCE PAGE DIII-7473 rev-10-'0S BEFORE USE. ��' Design valid for use only with MiTek connectors.This design is based only upon parameters shoves,and is for an individual building component. Applicability of design paramenters 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 responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss - Truss Type Qty Ply Kozak Enterprises Inc 0T-07023 J63 Jack-Open Truss 2 t PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 Job Reference(optional) 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:41 2011 Page 1 ID:96gxdErZ8NLswErkoENtdNy64wF-dP?Oo7XJs7x1GcOLPgE5zL_w2V4AONH4rsOKYGy4iyy I -2-0-0 I - 5-10-15 2-0-0 5-10-15 3 Scale=1:22.2 Ai;i I,1. 6.00 12 11 2 ,_, o OM1 2x4 = 4 f — 5-11-4 _ 5-114 - - • LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.30 Vert(LL) .-0.05 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.25 Vert(TL) -0.14 2-4 >476 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:20 lb FT=0% LUMBER BRACING TOP CHORD 2 x4 DF No.1&Btr G . TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer J Installation guide. REACTIONS (lb/size) 3=152/Mechanical,2=407/0-5-8 (min.0-1-8),4=56/Mechanical Max Horz 2=160(LC 5) Max Uplift 3=-79(LC 5),2=-148(LC 5) Max Gray 3=152(LC.1),2=407(LC 1),4=113(LC 2) . FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 148 lb uplift at joint 2. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ��Q PRO FFs� �14GiN . • '/U czj 2;, (t- 1685tr� 11111:0 ef— oN 9{ BE � fi S.1 Digital Signature EXPIRATION DATE:06/30112 December 27,2011 ® WBR1VIIyG-Ver-fg design para,eters and REAR NOTES ON THIS AND INCLUDED&77TEKREFERENCE PAGENII-747S rev.SO-b8 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 paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown f' 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/TPII Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 • Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J63A Jack-Open Truss 2 1 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 — Job Reference(optional) 7.250 s Aug 25 2011 Mack Industries,Inc.Tue Dec 27 14:18:41 2011 Page 1 ID:96gxdErZ8NLswErk0ENtdNy64wF-dP7Oo7XJs7x1GcOLPgE5zL_w(V3yONH4rsOKYGy4iyy - - -I -2-0-0 I _ 5-10-15 2-0-0 5-10-15I Scale=1:22.2 3 11 IIP 4. 6.00 12 1 Mil CI rd 2x4 = 4 r-_ ._ 6-0-0 600 l.. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase ' 1.15 TC 0.32 Vert(LL) . -0.05 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.16 2-4 >441 180 ' BCLL. 0.0 * Rep Stress Incr. YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code I RC2009/TP12007 (Matrix) Weight:20 lb FT=0% LUMBER — BRACING TOP CHORD 2 x 4 DF No.1&Btr G . TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=157/Mechanical,2=404/0-3-8 (min.0-1-8),4=58/Mechanical Max Horz 2=160(LC 5) Max Uplift 3=-82(LC 5),2=-143(LC 5) Max Gray 3=157(LC 1),2=404(LC 1),4=116(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MVVFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 143 lb uplift at joint 2. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard `�R p PR p fi�S �� .yG1N/,fi /Q S I`taSPE . 9f- 1. s-EGt► *, ' v, ' ,11.. 2,1 CI./ '��-R s.I. Digital Signature EXPIRATION DATE:06/30/12 7 December 27,2011 9 ®WARNING-Ve,-(/1j design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE MIf.7473 ma.10-108 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 paramenters 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 Miele 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/TPII Qualify Criteria,098.89 and SCSI Building Component 7777 Greenback Lane, Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Greenback Lane,Suite 109 Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J64A Jack-Open Truss 2 1 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 Job Reference(optional) 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:42 2011 Page 1 ID:96gxdErZBNLswErkOENtdbly64wF--10-IS YydR3uumbYzOIKWYX6rwPBIgXD4Wlt4ty4tyx -2-0-0 2 QO I 6"0-0 I 7-10-15 I _ .. 6-0-0 1-10-15 Scale=1:27.4 4 I$ 3 6,00 12 11 M 1.111.1111.111.111.111111.111.11111.11 0 c.)I 1 0 2x4 = 5 . _ 6-0-0 6-0-0 I .. LOADING (ps() SPACING 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15' TC 0.23 Vert(LL) -0.05 2-5 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.16 2-5 >441 180 BCLL 0.0 * Rep Stress Ina YES WB 0,00 - Horz(TL) -0.00 4 Na n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:23 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except Qt=length)2=0-3-8,3=0-1-8. (Ib)- Max Horz 2=196(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-114(LC 5),3=-174(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=382(LC 1),3=342(LC 1) , FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any.other live loads. 3)*This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 2=114,3=174. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and ,,\ ¢ 0 PR Or referenced standard ANSI/TPI 1. NGINj!;, /© LOAD CASE(S) Standard SSc- r 'Z Q' 16?iP �r- iii• •- •,. ' SFR S...°4 Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 4 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AtiTffTEI{�ERENCE PAGE NII-7473 res.1D-'08 BEFORE USE. �MOM �' Design valid for use only with ek connectors.This design Is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters 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/TP11 qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Cttrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J65A Jack-Open Truss 1 ' 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:42 2011 Page 1 ID:96gxdErZBNLswErkOENtdNy64m?TYydR3uumbYzOIKWYX6mvPBIgXD4Wlt4iy4iyx I -2-0-0 I 6-0-0 9-7-11 2-0-0 6-0-0 I 3-7-11 4 Scale:3/8"=1' I 0 6.00 33 os d, 4 � 2 I 1 of " 1 ri 2x4 = 5 I so-o —I 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.05 2-5 >999 240 . MT20 220/195 TCDL . 7.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.16 2-5 >441 180 • BC LL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IRC20091TPI2007 (Matrix) Weight:26 lb FT=0 LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-3-8,3=0-1-8. (Ib)- Max Horz 2=227(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-188(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=381(LC 1),3=352(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) 3=188. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9)This truss is designed In accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and ��Qa referenced standard ANSI/TPI 1. GIN ''''.9,/ Q LOAD CASE(S) Standard �C? 4 N �y� 'r 7 f— %V 4.7 R S."1"N Digital Signature EXPIRATION DATE:06/30112 December 27,2011 S ® WARNINC7-Veriftj desisrWel(n parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ME-7473 rev,10-'08 BEFORE USB.Design Design valid for use only with Wel(connectors.This design is based only upon parameters shown,and is for an Individual building component. Applicability of design paramenters 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 !Allele erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding owert+c•came.*- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7P11 Qualify Criteria,058-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J81 Jack-Open Truss 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:43 2011 Page 1 ID:96gxdErZBNLswErk0ENtdNy64wF-Zo78DpYaOkBNwAkX5GZ2m4l CJisUHnNJAVRc8y4iyw -2-0-0 I 1-10-15 2-0-0 1-10-15 Scale=1:19.2 3 4, ', 6.00 12 ;1 ! 2 ' L. 1 PI6 7 8 5 0 / 2x4 = I - _ 7-11-4 7-11-4 LOADING (psi) SPACING 2-0-0 CSI DEFL In (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.17 2-5 >549 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.49 Vert(TL) -0.51 2-5 >183 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:17 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins: BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=337/0-3-8 (min.0-1-8),5=77/Mechanical,3=-14/Mechanical Max Horz 2=90(LC 5) - Max Uplift 2=-135(LC 5),3=-14(LC 1) - Max Gray 2=337(LC 1),5=153(LC 2),3=32(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);'cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=135. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2 lb up at 2-0-0,and 2 lb up at �+?,�Q PQF�c� 4-0-0,and 2 lb up at 6-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. t S 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). S.O. ...‘AGI '� LOAD CASE(S) Standard r 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 / Uniform Loads(plf) Vert:1-3=-64,3-4=-14,2-5=-20 /� Concentrated Loads(Ib) r-' 1r Vert:6=1(F)7=1(F)8=1(F) A i�OREG��' �� 9<, -A s—1\t\ Digital Signature I EXPIRATION DATE:06/30/12 December 27,2011 1 ®WARNING-Veri,fij design parameters and READ NO TES ON THIS AND INCLUDED 1111-EK REFERENCE PAGE 1111.7473 rev.10,08 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. 1111 Applicability of design paramenters 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/TPI1 qualify Crilerla,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. 01-07023 J82 Jack-Open Truss 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 - 7.250 a Aug 25 2011 MiTek Industries,Inc.-Tue Dec 27 14:18:43 2011 Page 1 ID:96gxdErZ8NLswErk0ENtdNy64wF-Zo78DpYaOkBNwAkX5GZ2m4HZJi2UHnNJAVRc8y4iyw I -2-0-0 3-10-15 2-0-0 3-10-15 Scale=1:18.9 3 1 �(I 6.00 12 2 , 4 4 �t 2x4 = — — 7-11-4 7-11-4 --1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL. 25.0 Plates Increase 1.15 TC 0.23 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:20 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=72/Mechanical,2=379/0-5-8 (min.0-1-8),4=76/Mechanical Max Horz 2=124(LC 5) Max Uplift 3=-36(LC 4),2-132(LC 5) • Max Gray 3=72(LC 1),2=379(LC 1),4=153(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MVVFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=132. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard '.�' p PR(Tfi��S' i 7. ' 48 S.l'‘ Digital Signature i EXPIRATION DATE:06/30/12 December 27,2011 I• A WARNING-Verdesign parameters and READ NOTES ON THIS AND INCLUDED bfl7 EKREFERENCE PAGE k111-7473 rep.10-'08 BEFORE USE, ' Verify Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an Individual building component. MI I Applicability of design paramenters 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 responsibility of the building designer.For general guidance regarding - fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria, VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type IQty Ply Kozak Enterprises Inc. OT-07023 J83 JACK-OPEN TRUSS 5 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:44 2011 Page 1 ID:96gxdErZ8NLswErkOENtdNy64wF-1 hXQ9ZC92Jc731w5pnobzcRlj2HDk1WXgE_9ay4iyv -2-0-0 l 5-10-15 _ 2-0-0 5-10-15 Scale=1:22.2 31 ' 6.00 12 m II I K}E I I 1 M. / 2x4 = 4 I-- 7-11-4 I - - 7-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL • in (loc) 1/dell Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.30 Vert(LL) -0.16 2-4 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-4 >192 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) -0.00 3 n/a. n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:23 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=152/Mechanical,2=427/0-5-8 (min.0-1-8),4=76/Mechanical • Max Horz 2=160(LC 5) Max Uplift 3=-79(LC 5),2=-136(LC 5) Max Gray 3=152(LC 1),2=427(LC 1),4=153(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and . right exposed;end vertical left and right exposed;Lumber DOL=1'.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=136. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard"\( �G (�� s, k51 fr/i iii `SOT• ON ,t. 1< BE-, �r,4 R S S."t Digital Signature EXPIRATION DATE:06/30/12 3 December 27,2011 ® WARNING-Verifij design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE M71-7473 rer.10-'08 BEFORE US& �' 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 paramenters 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/TPI I Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available horn Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J84 Jack-Open Truss 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:44 2011 Page 1 ID:96gxdErZ8NLswErk0ENtdNy64wF-1_hXQ9ZC92Jc73hv5pnobzcl. j26Dk1WXgE_9ay4iyv -2-0-0 I 7-10-15 -I 2-0-0 7-10-15 3 Scale=1:27.0 6.00 W. ;5; 4 2 2x4= 4 -- — 7-11-4 .. 7-11-4 I -LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.70 Vert(LL) -0.17 2-4 >557 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.49 Vert(TL) -0.50 2-4 >186 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 l (Matrix) Weight:26 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=227/Mechanical,2=480/0-3-8 (min.0-1-8),4=77/Mechanical Max Hors 2=196(LC 5) Max Uplift 3=-124(LC 5),2=-143(LC 5) Max Gray 3=227(LC 1),2=480(LC 1),4=155(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES •1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MVVFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 3=124,2=143. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Eprn LOAD CASE(S) Standard S y\AG cep I • a •R 0,110 0 - 2' S 1‘14 Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 t ®WARNING-Verify design paremeters and READ NOTES ON THIS AM)INCLUDED NITRIC PAGE NE-7473re,10-'08 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 paramenters 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 responsibiility 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/7911 Quality Criteria,058-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 2231.4. Citrus Heights,CA,95610 Job Truss Truss Type Oty Ply Kozak Enterprises Inc. OT-07023 J85 Jack-Open Truss 4 1 PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 Job Reference(optional) 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:45 2011 Page 1 ID:96gxdErZ8NLswErk0ENtdNy64wF-VAFveVagvMSTIDJ7eW117B9ZD6NWyBHfmU Yh1y4iyu l -2-0-0 7-11-4 9-10-15 2-0-0 7-11-4 I 1-11-11 l 4 Scale:3/8"=1' I1 0 3 :1 6.00 12 6 2i PEN g 1 M 2x4= 5 7-11-4 -- f 7-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.48 Vert(LL) -0.16 2-5 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-5 >192 180 BCLL. 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:29 lb FT=0% LUMBER BRACING — — TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=232(LC 5) Max Uplift All uplift 100 lb or less at joint(s)except 4=-120(LC 1),2=-109(LC 5),3=-274(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=446(LC 1),3=509(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 lb uplift at joint 4,109 lb uplift at joint 2 and 274 lb uplift at joint 3. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and � �� P�axLC,� referenced standard ANSI/TPI 1. GINE iQ LOAD CASE(S) StandardkJ - r4. OR '=O �� A S.-VAN Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 I ® WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREPEREMCE PAGE MII-7473 rep.10-'08 BEFORE USE, * Design valid for use only with MiTek connectors.Thu design is based only upon parameters shown,and is for an individual building component. 11111 Applicability of design paramenters 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/TPI1 Qualify Criteria,OSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Y Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J86 Jack-Open Truss 3 1 PRECISION TRUSS LUMBER,INC.,CLACKAMAS,OR.97015 - Job Reference(optional) 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:45 2011 Page 1 ID:96gxdErZ8NLswErkoENtdNy64wF-VAFveVagvMSTIDJ7ewI7B9ZM6NWyBHfmU yhly4iyu 1 -2-0-0 1 7-11-4 111-10-15 I 2-0-0 7-11-4 3-11-11 4 Scale=1:37.3 1¢ 6.00 I FJ3 o_ in O_ 7, 2R ma nI 1 ►� 2x4 = 5 7-11-4 7114 _. LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.47 Vert(LL) -0.16 2-5 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-5 >192 180 BCLL 0.0 * Rep Stress Incl YES WB 0.00 Horz(TL) -0.00 4 Na n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:32 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. — (Ib)- Max Hors 2=268(LC 5) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-259(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=448(LC 1),3=472(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) 3=259. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and PROPe�cS referenced standard ANSI/TPI 1. ,AG 1 - / LOAD CASE(S) Standard f :8's-E, �'1— i 07 '- ,40001 Digital Signature EXPIRATION DATE:06/30/12 1 December 27,2011 ®WARNING-Verify design parameters and READ NOTES ON'Ten.HIS AND INCLUDED MITER REFERENCE PAGE IVII.7473 r 10-'08 BEFORE USB. Design valid for use only with ANTek connectors.This design is based onlyupon parameters shown,and is for an individual building component. Mil s Applicability of design paramenters 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/TPI1 Quality Criteria,058.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J87 Jack-Open Truss 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc..Tue Dec 27 14:18:45 2011 Page 1 I D:96gxdErZ8NLswErk0ENtdNy64wF-VAFveVagvMSTIDJ7e WI17B9ZH6N WyBHfmU_Yh 1 y4iyu -2-0-0 7-11-4 i 13-10-15 2-0-0 7-11-4 5-11-11 5 Scale=1:42.4 ' I¢ 4 6.00 12 3 �t 1 2x4 = 6 7-11-4 7-11-4 --—i LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.47 Vert(LL) -0.16 2-6 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-6 >192 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IRC20091TPI2007 (Matrix) Weight:35 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=303(LC 5) Max Uplift All uplift 100 lb or less at joint(s)5,2,4 except 3=257(LC 5) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=446(LC 1),3=479(LC 1) _ FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,4 except (jt=lb)3=257. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and 1 t) PR n referenced standard ANSI/TPI 1. c 0 coo NGINE- /© LOAD CASE(S) Standard �� ti -0 , *REG,' Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 ®TVARNING-Ver-ify des/en parameters aad READ NOTES ON THIS AND INCLUDED BMX REFERENCE PAGE 1111-7473 rev,10.'08 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 paramenters 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/T1111 Quality Criteria,DSB•89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 a Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J88 Jack-Open Truss 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:46 2011 Page 1— ID:96gxdErZBNLswErk564wF-zNoHrrbSgfaJMNuJCDgGgOij4WllheWp78j5DTy4iyt l -2-0-0 —1-- 7-11-4 - 15-10-1510-15 2-0-0 7-11-4 l 7-11-11 7 Scale=1:47.5 6.00 12 611.1 I$ j 5 3x7 i 4 3 .+ / d rt2 mom = _ .. 1 :t4 2x4 = 8 l 7-11-4 i 7-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.47 Vert(LL) -0.16 2-8 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-8 >192 180 BCLL 0.0 • Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 7 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:38 lb FT=0% LUMBER BRACING T -- -- TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD- Structural wood sheathing directly applied or 6-0.0 oc purlins:. BOT CHORD 2 x 4 DF.No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-1-8 except(jt=length)7=Mechanical,2=0-5-8,8=Mechanical. (Ib)- Max Horz 2=339(LC 5) Max Uplift All uplift 100 lb or less at joint(s)7,2,5,6 except 3=-263(LC 5) Max Gray All reactions 250 lb or less at joint(s)7,8,5,6 except 2=448(LC 1),3=478(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-256/124 NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 . . 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,5,6. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,2,5,6 except (jt=lb)3=263. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5,6. ��Q PR 04 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and �G I � ��'/Q referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 16:"9 s'Y' IP�•�tREG#'4 7. '1,7I * - ' Digital Signature EXPIRATION DATE:06/30/12 i December 27,2011 f ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 9fITEIf REFERENCE PARR M11 7473 res.10-b8 BEFORE USE, is Design valid for use only with Wek connectors.This design Is based only upon parameters shown,and is for an individual building component. 6111 Applicability of design paramenters 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/TPI1 Quality Criteria,05B-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 a Job Truss Truss Type Qty . !Ply Kozak Enterprises Inc. OT-07023 J88A Jack-Open Truss 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:47 2011 Page 1 ID:96gxdErZ8NLswErk0ENtdNy64wF-SZMf2Ab4RziA XTVmxLVCcExvwAxQ5LyDoTelvy4iys I -2-0-0 I 7-11-4 I 12-0-12 I 15-10-15 I_. 2-0-0 7-11-4 4-1-8 3-10-3 6.00 12 10 ,� Scale=1:57.1 I� 0 3x4 8 8 1.5x3 II 0 1.5x3 II 7 05 1.5x3 II 6 `4 1.5x3 II 5 ,- 1.5x3 II 4 3 2 �NN i 1 , 1 �v��►Z��i��v�� 2x4 = 1.5x3 II 1.5x3 II 15 14 13 12 11 - 1.5x3 11 1.5x3 II 1.5x3 II 7-11-4I _ 15-10-15 I. .. 7-11-4 7-11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1:15 TC 0.27 Vert(LL) -0.00 2-15 >999 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 2-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 10 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:55 lb FT=0% LUMBER BRACING -- TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 x 4 DF No.1&Btr G except end verticals. WEBS 2 x 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 7-11-4 except(jt=length)10=0-1-8,9=0-1-8. (Ib)- Max Horz 2=285(LC 4) Max Uplift All uplift 100 lb or less at joint(s)10,11,2,14,15,13 except 9=-170(LC 5) ' Max Gray All reactions 250 lb or less at joint(s)10,11,14,15,13,12 except 2=283(LC 1),9=299(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 1-4-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7) Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,9. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,11,2,14,15, ,c),.0) Pi t ope 13 except(jt=lb)9=170. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)10,9. r_.\„„ 0.,\GI N '-try u/ 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Q� 1`•IPE �t-- r•r, ff LOAD CASE(S) Standard / ;, airs •'EG• Digital Signature EXPIRATION DATE:06/30/12 I December 27,2011 t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10-'08 BEFORE USE Design valid for use only with rvLTek connectors.This design is based only upon parameters shown,and is for an Individual building component. ill Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown p 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J89 Jack-Open Truss 2 1 _ Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Dec 27 14:18:47 2011 Page 1 ID:96gxdErZBNLswErk7 - 64wF-SZMf2Ab4RziA XTVmxLVCcEugw3zQ5myDoTelvy4iys -2-0-0 1 7-11-4 77-101015 I -15 -1 2-0-0 7-11-4 9-11-11 • 6.00 12 Scale=1:52.6 8 7 O 3x4 6 45 - 3 C-1. 2 1 :: ►—_ 2x4 = 9 7-11-4 I _.. _. 7-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.47. Vert(LL) -0.16 2-9 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-9 >192 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 8 n/a n/a • BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:41 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-1-8 except(jt=length)8=Mechanical,2=0-5-8,9=Mechanical (Ib)- Max Horz 2=375(LC 5) Max Uplift All uplift 100 lb or less at joint(s)8,2,4,6,7 except 3=-263(LC 5) Max Gray All reactions 250 lb or less at joint(s)8,9,4,6,7 except 2=448(LC 1),3=478(LC 1) • FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-296/124 NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,6,7. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,2,4,6,7 except(jt=lb)3=263. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7. ��Q I IoFp 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and �fiD" AGI N1 r) referenced standard ANSI/TPI 1. n, Q LOAD CASE(S) Standard 2 16 2 5t" 0. •REGI'+ ;Y Il? •, S -0 Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 ®WARNING-Verify design parameters and READ NOTES ON THIS AM)INCLUDED MITER'REFERENCE PAGE MI1.7473 rev.10-'08 BEFORE USE. ill Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown p 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 responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7PI1 Quelny Criteria,058.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 4 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J810 Jack-Open Truss 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:48 2011 Page 1 ID:96gxdErZBNLswErk0ENtdNy64wF-wlwlGWciCHglch2hKesklpn3aKPC9X06SSCCIMy4iyr -2-0-0 7-11-4 - - I 2-0-0 I 7-11-4 I — 11-111-11 _____I 6.00 17. 9 Scale=1:57.8 14 8 7 • 3x4 6 45 41, co 0 3 0 2 eA o iV 2x4 = 10 I— 7-11-4 — I 7-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.47 Vert(LL) -0.16 2-10 >576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.48 2-10 >192 180 BCLL 0.0 * Rep Stress Incl YES WB 0.00 Horz(TL) -0.01 9 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:44 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-1-8 except(jt=length)9=Mechanical,2=0-5-8,10=Mechanical (Ib)- Max Horz 2=411(LC 5) Max Uplift All uplift 100 lb or less at joint(s)9,2,4,6,7,8 except 3=-264(LC 5) Max Gray All reactions 250 lb or less at joint(s)9,10,4,6,7,8 except 2=448(LC 1),3=478(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-336/124 NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MVVFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,6,7,8. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,2,4,6,7,8 except(jt=1b)3=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7,8. , �p PRpF4 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and 8802.10.2 and .C.3 . GIN. '�' ' referenced standard ANSI/TPI 1. ,<1 'S7 ' LOAD CASE(S) Standard 1*o•�,.E 1-- 'Pt` / ,o, OR '.O ,b � Rs.1% Digital Signature I EXPIRATION DATE:06/30/12 , December 27,2011 9 ®WARNING-Verify design parcm:eters and READ NOTES ON THIS AND INCLUDED BITTEN REFERENCE PAGE MII-7473 ren.10'08 BEFORE USE - Design valid for use onty with MiTek connectors.This design Is based only upon parameters shown,and is for an Individual building component. Applicability of design paramenters 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/TPIt Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.281 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 , r Job Truss (Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J811 (JACK-OPEN TRUSS 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 252011 MiTek Industries,Inc.Tue Dec27 14:18:48 2011 Page 1 ID:96gxdErZBNLswErkOENtdNy64wF-wlw1 G WciCHq 1 ch2hKesklpn 1 DKPC9X06SSCCIMy4iyr _ -2-0-0 I _ 7-11-4 9-8-12 2-0-0 7-11-4 I 1-9-8 4 Scale:3/8"=1' 3 4 o 6.00 F12 1,'1 • • � 2 OR i o 1 2x4 = • 5 7-11-4 7-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.62 Vert(LL) -0.16 2-5 >576 240 • MT20 220/195 TCDL 7.0 Lumber Increase 115 BC 0.48 Vert(TL) -0.48 2-5 >192 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:29 lb FT=0% LUMBER BRACING --— TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer J Installation guide. REACTIONS (lb/size) 2=476/0-5-8 (min.0-1-8),5=76/0-1-8 (min.0-1-8),3=351/0-1-8 (min.0-1-8) Max Hoa 2=223(LC 5) Max Uplift 2=-131(LC 5),3=-186(LC 4) Max Gray 2=476(LC 1),5=153(LC 2),3=351(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,3. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=lb) 2=131,3=186. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and ��flID� � referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 04/ 'DC7 lr'E� f- 4:,i R S.1jf �� Digital Signature EXPIRATION DATE:06/30/12 December 27,2011 ® WARNING-Vert&design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rue.10-'08 BEFORE USE. ' Design valid for use only with Mock connectors.This design is based only upon parameters shown,and is for an Individual building component. MI Applicability of design paramenters 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 responsibility of the building designer.For general guidance regarding 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 Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Citrus Heights,CA,95610 1 Job Truss Truss Type Qty Ply Kozak Enterprises Inc. OT-07023 J812 Jack-Open Truss 1 1 I Job Reference(optional) PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015 7.250 s Aug 25 2011 MiTek Industries,Inc.Tue Dec 27 14:18:49 2011 Page 1 • ID:96gxdErZ8NLswErkOENtdNy64wF-OxUPTsdLzayuDrdutMNzlIKEBkIRu GFh6ylgoy4iyq I -2-0-0 1 7-11-4 1 9-10-3 — 2-0-0 7-11-4 1-10-15 4 Scale:3/8"=1' li3 6.00 12 ;t 0 T6- . . 4 2 / - OM 1 lal 2x4 = 5 I 7-11-4 7-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase . 1.15 TC 0.48 Vert(LL) -0.16 2-5 •>576 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 . BC 0.48 Vert(TL) . -0.48 2-5 >192 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 ' n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) - Weight:29 lb FT=0% LUMBER BRACING TOP CHORD 2 x 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 be bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Harz 2=231(LC 5) Max Uplift All uplift 100 lb or less at joint(s)except 4=-129(LC 1),2=-110(LC 5),3=-276(LC 5) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=445(LC 1),3=515(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;'enclosed;MVVFRS(low-rise);cantilever left and . right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . 3):'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 4,110 lb uplift at joint 2 and 276 lb uplift at joint 3. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9)This truss is designed in referenced standard ANSIITPIaaccoance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and L��NG N O'6.61 di LOAD CASE(S) Standard 44..,c;. '"!i _,.., AVIleriPe' y F 1 4, Z�,j R S" , �` N4 Digital Signature EXPIRATION DATE:06/30/12 ) December 27,2011 4 f ®WARNING Verify design parameters oral READ NOTES ON TNISAND INCLUDED MtTEKREFERENCE PAGE MII-7473 rev.I0-'08 BEFORE USE, NK• Design valid for use only with Mick connectors.This design is based only upon parameters shown,and Is for an individual building component. 111 Applicability of design paramenters 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 responslbillity 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/TPI1 Quality Criteria,D54-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,281 N.Lee Street,Suite 312,Alexandna,VA 22314. Citrus Heights,CA,95610