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Plans (319) 3Cl�� ~ � �`z* . �,~ ` � `�^�-� `c l � ^� •���� ��4~% \' ��� « ��_3��__N ���~A � -- � ` I 3v01:����� MiTeks‘ ,1v; '0N MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-10_KUA|N_H Fax 916/676-1909 LENNAR The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R49789003 thru D49789008 My license renewal date for the state of Oregon is June 30,2017. 44/ 4Z- 87022PE �� ' � ~' i17 February 21,2017 Hernandez,Marcos IMPORTANT NOTE:Truss Engineers responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANS|/TP|-1. Chapter 2. _' r lot MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-10 MAIN H Fax 916/676-1909 LENNAR The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R49789003 thru R49789008 My license renewal date for the state of Washington is January 2,2019. a`' o� ip`N �,,pp,, I1 N r4 r 49639 w� befit ••GrsTV- rONALV ,10, February 21,2017 Hernandez,Marcos IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSIITPI-1, Chapter 2. -4 • 4 Job Truss Truss Type Qty Ply LENNAR R49789003 t PL17-10_MAIN_H F01 FLOOR 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:14 2017 Page 1 ID:i5i1 haUPLNjchS5MePgITmzjBiW-kj563P_OUT3xjpBBCPi4xKOVfp_ma967h?_irmzivx7 0-6-8 I I I 2-6-0 I I 2-4-4 1-9-8 Scale=1:22.7 1.5x3 H 3x8 = 3x8 = 1.5x3 II 3x6 = TIII 3x5= 1 2 3 4 5 6 1 Ol O , l'''.60 e 111 11 10 8 7 1.5x3 I I 3x10 = 3x6 = 3x10= 1.5x3 II 1 0-6-8 1 5-9-4 I 12-11-4 3-5-121 0-6-8 5-2-12 7-2-0 0-6-8 Plate Offsets(X,Y)-- (1:0-1-8,Edge1,F3:0-3-0,Edge1,F6:0-1-8,Edge) LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.02 8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.04 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code IBC2012TTPI2007 Matrix-R Weight:55 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=159/0-6-0,6=263/0-6-0,9=658/0-5-8 Max Gray 1=195(LC 3),6=272(LC 4),9=658(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-398/84,2-3=-398/84,3-4=0/453,4-5=-721/0,5-6=-721/0 BOT CHORD 9-10=-453/0,8-9=-13/390 WEBS 3-9=-360/0,1-10=-86/410,3-10=0/724,6-8=0/742,4-8=0/386,4-9=-813/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. eco .NGNEFiq `SAO 144 lomo.4v 87022 P E �a5 ofw .. 1 �A1. j, OREGON tis OWN _ N CLOS A. HE��PON ��G s6 ' �� sSIONALti EXPIRES:06/30/2017 February 21,2017 1 t .... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not « a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 1 k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 4- • Job Truss Truss Type Qty Ply LENNAR ti R49789004 t PL17-10_MAIN_H F02 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:15 2017 Page 1 I D:i5i 1 ha U PLNjchS5MePglTmzj Bi W-CvfUHI?eFmBoKzIOm7DJUYYhXDKI JcB HwfkGNCzivx6 0-6-8 I I I 2-6-0 I I 2-5-8 I I 1-8-12 I Scale=1:17.5 1.5x3 H 3x8 = 3x8 = 1.5x3 I I 1 3x5 = 2 3 4 5 a d .a m _ 9 8 4* 6 1.5x3 II 3x10= 3x6= 3x5 = I 0-6-8 I 5-9-4 5-19-8 10-4-4 I 0-6-8 5-2-12 0-1-4 4-5-12 Plate Offsets(X,Y)-- f1:0-1-8,Edgel,f3:0-3-0,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL) -0.03 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:44 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=194/0-6-0,6=149/Mechanical,7=509/0-5-8 Max Gray 1=206(LC 3),6=167(LC 4),7=509(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-445/0,2-3=-445/0 BOT CHORD 6-7=-40/270 WEBS 3-7=-323/0,1-8=0/459,3-8=0/636,4-6=-278/41,4-7=-442/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. eco� AG FEF,„ `rho 444 1....%, ZONIO 87022PE � 4' of wAsit4,4 e� cv 7 cp., OREGON cp 4/ / N o �� �OO ',1,/ B E R E��Qr� �a�p ��G 9639 w'� H � ' ors-r ON' SSIONALO- EXPIRES:06/30/2017 February 21,2017 t I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MIMI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component, N cpIVIII a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrrPl1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 i Job Truss Truss Type Qty Ply LENNAR R49789005 i PL17-10_MAIN_H F03 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:15 2017 Page 1 I D:ibi 1 haUPLNjchS5MePgITmzjBi W-CvfUHI?eFmBoKz10m7DJUYYhdDJrJfCHwfkGNCzivx6 0-6-8 I I I 2-5-8 2-6-0 1 Scale=1:11.0 1 1.5x3 II 2 3x8= 3 1.5x3 I I ; m o ♦ o 3x5= 5 • 3x5 = 1 0-6-8 1 5-9-0 I 0-6-8 5-2-8 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.00 5 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL) -0.10 4-5 >599 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:23 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(t1at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=224/0-6-0,4=224/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 4-5=0/489 WEBS 2-4=504/0,2-5=-505/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. •��EO PR Op ��5 �GI NE- . `r�t...-„„, TONIp �� 87022 PE r �� of wAs (P ("V r--. ..% tri 7 -j, OREGON ti,�lz✓� . N 'A� MeER �\ %`Tr OS, P • 1 4. 49639 47 A. HES °� 4brsis �f`S,IONALv, EXPIRES:06/30/2017 February 21,2017 I I s— ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply LENNAR 1 4 R4978900,3 PL17-10_MAIN_H F04 FLOOR 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:16 2017 Page 1 I D:i5i 1 haUPLNjchS5MePglTmzjBi W-g5DsU5?G04Jfy7KaJgkY015sHdha25mQ9JTpwfzivx5 0-6-8 I I I 1-11-4 I I 2-6-0 I I 0-6-8 Scale=1:11.6 3x5 = 1 3x5 = 21.5x3 II 3 m m _ o 1.5x3 H 3x10 = 1.5x3 II 6 5 4 I 0-6-8 5-4-4 1 5-10-12 I 0-6-8 4-9-12 0-6-8 Plate Offsets(X,Y)-- f1:0-1-8,Edoel,f3:0-1-8,Edge) LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.01 5 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:23 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=206/0-6-0,3=206/0-6-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-446/0,2-3=-446/0 WEBS 3-5=0/459,1-5=0/467 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. (iED PROFF6, ,„5 ,NGI NEER S/O 87022PE 29" • 10Nro . c5 Of WAST.,- •'. , , A-12,,ii, 'd y Aj, OREGON tie < 1 (IO •,, 8ERE��Q� "ate ��G9639 4i • H is SSI°NALS EXPIRES: 06/30/2017 February 21,2017 i f MUM AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing [VliTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 1 Job Truss Truss Type Qty Ply LENNAR R49789007 FL17-10_MAIN_H F05 Floor 13 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:17 2017 Page 1 ID:i5i1 haUPLNjchS5MePglTmzjBiW-81nEiROunNRWaHvmtXGnZzeOx1_9nTCaNzDNS5zivx4 0-6-8 H 2-0-0 { I 1-8-8 I 1-7-4 2-3-0 I I 2-3-0 I 2-3-0 II Sole=1:29.4 2x4 H 3x6= 2x4 I I 4x10= 3x8= 2x4 I I 3x8= 2x4 II 14 2 3 4 5 6 7 8 9 v 15 14 13 -� 11 d 2x4 II 4x10= 4x12= 4x6= 4x10 = 4x5 = p-6-81 8-9-0 I 17-5-12 b-6-8 8-2-8 8-8-12 Plate Offsets(X,Y)— 11:0-1-8,Edge),f9:0-1-8,Edgel,110:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.04 11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) -0.08 10-11 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.55 Horz(TL) -0.00 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:74 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=273/0-6-0,10=301/0-2-8,12=905/0-5-8 Max Gray 1=307(LC 3),10=327(LC 4),12=905(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-756/0,2-3=-756/0,3-4=-355/320,4-5=-355/320,5-6=0/994,6-7=-941/0, 7-8=-941/0 BOT CHORD 13-14=-69/811,12-13=-994/0,11-12=-290/273,10-11=0/839 WEBS 5-12=-503/0,1-14=0/790,3-13=-596/0,8-10=-872/0,6-11=0/791,6-12=-1054/0, 5-13=0/1074 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. •<<- S'.0 PR Ope „Listg �GI NEER /o� 87022PE 9r AS'o�W � N� N � ���" � dN -y. "Cj, OREGON cls O/C/ !� Or)AMBER 1\ / S+ r1Q' 0 4, 49639 4,, A. HES �.k G/STOL ',AI SIONALti EXPIRES: 06/30/2017 • February 21,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2016 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, -- .41111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 r Job Truss Truss Type Qty Ply LENNAR 4 R49789003 PL17-10_MAIN_H F06 Floor 13 1 ' Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:17 2017 Page 1 I D:i5i 1 haUPLNjchS5MePgITmzj Bi W-81 nEiROun N RWaHvmtXGnZzeOz1_fnTaaNzDNS5zivx4 1 2-6-0 1 1 0-10-8 1 1 1-9-12 11°-6-8 Scale=1:28.1 1.5x3 II 3x8= 1.5x3 I I 3x10= 3x4 II 3x8= 1.5x3 I I 3x5= 1 2 3 4 5 6 7 8 _w wa w _ — = - �i Y o y 1'` 12 1 10 9 3x5 = 3x12 = 3x8 = 3x10= 1.5x3 II 8-10-8 I 8-7-8a-i-Pt 15-11-4 16-5 -121 8- 7-8 0-- 7-0-12 0-6-8 0-1-8 Plate Offsets(X,Y)-- F8:0-1-8,Edoel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.04 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.10 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:69 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8=222/0-6-0,13=312/0-2-8,11=856/0-5-8 Max Gray 8=263(LC 4),13=331(LC 3),11=856(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-907/0,3-4=-907/0,4-5=0/902,5-6=0/910,6-7=-685/20,7-8=-685/20 BOT CHORD 12-13=0/907,11-12=-288/0,10-11=-341/319 WEBS 2-13=-936/0,4-12=0/1027,4-11=-782/0,8-10=-20/706,6-10=0/541,6-11=-955/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. �� 87022PE v� a5 �wro '�t' •v. 'i c: 2'ifn N N ! N -y 'aj, OREGON cl,` / ;, ps A HE��Pa ��4s6 �' �, IV- . <ONALr'' 46 EXPIRES:06/30/2017 February 21,2017 I r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1R Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M-Tek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 1 mit MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-10_UPPER Fax 916/676-1909 LENNAR The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R49789009 thru R49789012 My license renewal date for the state of Oregon is June 30,2017. co vkGII\IE- - 2v 87022PE r y % OREGON cls <Ui O, ER � OS 1I8A. HEik�P . •. • Or February 21,2017 Hernandez,Marcos IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. ...... , lot MiTek) MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-10 UPPER Fax 916/676-1909 LENNAR The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R49789009 thru R49789012 My license renewal date for the state of Washington is January 2,2019. Eye cif G x,54• ii, Q N .4 it r 14 4, 49639, tti orsrv.sr" 44' cis i•i+, L-0 February 21,2017 Hernandez,Marcos IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3 " Centerplate on joint unless x, P y 1 /4 offsets re indicted. y I I (Drawings not to scale) Damage or Personal Injury MM. Dimensions are in ft-in-sixteenths. 1i% Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. or x-bracin diagonal TOP CHORDS 9 g,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For 0'/16 rh4 wide truss spacing,individual lateral braces themselves MIffilli pmay require bracing,or alternative Tor 1 ., pbracing should be considered. 335L\411 ■_ OO= 3. Neverexceed the design loading shown and never Alora0PAP7 d stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-s cs-� C s designer,erection supervisor,property owner and plates 0- ' �'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that �i�� PPIndicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING g or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. MEMO reaction section indicates joint - number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. M_ 6 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal WI 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. isnot sufficient. BCSI: Building Component Safety Information, I0,I i 11 k� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate I Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 i I Job Truss Truss Type Qty Ply LENNAR th PL17-10_UPPER Eel Floor 25 1 R49789009 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:21 2017 Page 1 I D:eUU DCVKJe_2SIc68h_JNEMzSIIz-8ympFvk4ghdGXJ3mGW52CJoiteKojl P9laBabszivx0 11-0-0 I pe1 1-2-0 1?-8-121 0148 Scale=1:37.7 4x4 = 3x4 II 5x6= 4x5 = 4x4 = 3x5 = 3x5= 4x4 = 4x4= 3x6 FP= 4x5 = 5x6 = 1 2 3 4 5 6 7 8 9 10 11 12 13 147 15 16 17 18 19 20 21 22 23 \.' • Ns. \;,:, 38 g 0 o m a e o 1,!- o 37 36 35 34 33 32 31 30 29 28 27 26 25 24 6x6 = 6x8 = 3x6 FP= 5x6 II 5x6 II 5x6 1 I 3x6 I I 3x6 I I 5x6 I 6x6= 6x8 = 6x6= 6x6= 3x6 FP= I 2212 22-3-12 Plate Offsets(X,Y)-- 11:Edge,0-1-81,113:0-1-8,Edgel,114:0-1-8,0-0-01,123:0-1-8,Edgel,138:0-1-8,0-0-81 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.23 30-31 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(TL) -0.36 30-31 >728 360 BCLL 0.0 Rep Stress Ina YES WB 0.47 Horz(TL) 0.03 24 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:145 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 37=807/0-5-8,24=807/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1378/0,3-4=-1378/0,4-5=-2421/0,5-6=-2421/0,6-7=-3180/0,7-8=-3180/0, 8-9=-3647/0,9-10=-3647/0,10-11=-3848/0,11-12=-3848/0,12-13=-3687/0, 13-14=-3687/0,14-15=-3687/0,15-16=-3147/0,16-17=-3147/0,17-19=-2399/0, 19-20=-2399/0,20-21=-1343/0,21-22=-1343/0 BOT CHORD 36-37=0/750,35-36=0/1939,33-35=0/2842,32-33=0/3457,31-32=0/3792,30-31=0/3799, 29-30=0/3687,28-29=0/3468,26-28=0/2813,25-26=0/1910,24-25=0/754 WEBS 2-37=-1071/0,2-36=0/923,4-36=-826/0,4-35=0/709,6-35=-619/0,6-33=0/496, 8-33=-407/0,8-32=0/280,12-30=-361/134,22-24=-1043/0,22-25=0/870,20-25=-834/0, 20-26=0/719,17-26=-609/0,17-28=0/491,15-28=-513/0,15-29=0/523 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. [� 4)CAUTION,Do not erect truss backwards. ���ED P R of i9s C��Co' G1NEER /0 7"9 TONIO It Q 87022PE v -40 o4 WAs -.'W' Q Its It-7400."- y �Aj, OREGON cp Q<v� j "P ‘,74 1� P� � ,,�G9639 , w� tsz `s A, HE.?" �SSIONALti0 EXPIRES:06/30/2017 February 21,2017 8 8 MUM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not « a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply LENNAR 1 R49789010 l PL17-10_UPPER F03 Floor 17 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:22 2017 Page 1 I D:eUUDCVKJe_2SIc68h_JNEMzS1lz-c8KBTFlib?I69TeygEcHl WLsr2enSmFJXEw871zivx? 0-1-8 H I 1-0-0 1 l0-11-12 ii 1-2-0 110-11-12 1 Scale=1:34.3 4x4= 5x5 = 4x5= 4x4 = 4x4 = 4x4 = 4x4= 4x4 = 3x6 FP= 4x5= 5x5 = 1 2 3 4 5 6 7 8 9 10 . _ 11 12 13 14 15 16 17 18 19 20 21 �:_�/ J� �j o��e \.:I \�I , \ I ....\ _ /..\ _ T.o 1ee e W _ .e. e e ' o 33 32 31 30 29 28 27 26 25 24 23 4x6 = 5x8= 3x6 FP= 4x5 = 4x5 = 4x5= 4x5 = 4x6= 5x8 = 4x5 = 4x6 = I 20-9-0 I 20-9-0 Plate Offsets(X,Y)-- 18:0-1-8,Edoel,(9:0-1-8,Edgel,121:0-1-8,Edgel,122:Edge,0-1-81.128:0-1-8,0-0-01,129:0-1-8,Edael,135:0-1-8,0-1-01 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (Icc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.22 27 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(TL) -0.34 27-28 >719 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.06 22 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:110 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0•- •ac R OFcs REACTIONS. (lb/size) 34=750/0-5-8,22=754/0-2-12 ��<ENGINE -, SWo�9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1221/0,3-4=-1221/0,4-5=-2126/0,5-6=2126/0,6-7=-2738/0,7-8=-2738/0, 'G; 87022PE 1--- 8-9=-3058/0,9-10=-3215/0,10-11=-3215/0,11-12=-3105/0,12-13=-3105/0, 13-14=-2741/0,14-15=-2741/0,15-17=-2102/0,17-18=-2102/0,18-19=-1191/0, 19-20=-1191/0 BOT CHORD 33-34=0/665,32-33=0/1707,30-32=0/2472,29-30=0/3058,28-29=0/3058,27-28=0/3058, .fir (a A 26-27=0/3185,25-26=0/2955,24-25=0/2454,23-24=0/1679,22-23=0/631 7 (A OREGON P40 WEBS 2-34=-973/0,2-33=0/842,4-33=735/0,4-32=0/635,6-32=-524/0,6-30=0/403, J` 1 Q 8-5250/435,2325=3240,9-27=1044/4048-23=739/0,18-24=0/640,15-24=-533/0, 'PO� FMS ER \\ ‘\ Oct & HEc ' NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. EXPIRES: 06/30/2017 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)22. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. , ONIO o Of WAslr„ '�1� • � 449639,•,6L' ', CISTSR sstONALti February 21,2017 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 J [Job Truss Truss Type Qty Ply LENNAR II R49789011 IPL17-10_UPPER F04 FLOOR 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:23 2017 Page 1 ID:eUUDCVKJe_2SIc68h_JNEMzSIIz-4KuZgbmKLltzndD80x7WIktzBRzcBD1 Smughflzivx_ 140 1-4-0 I 1-20 I I 1-1-8 I 260 I 0N8 Scale=1:22.3 1.5x3 II 1.5x3 I I 4x6= 1.5x3 I I 1.5x3 I I 3x4= 1.5x3 I I 3x6 = 1.5x3 = 1 2 3 4 5 6 7 8 a 0 0 0 NN: —'7-111111111411111114111111141111111141111111111114r" — 10011.11.11.1.1.1111.11.1.11.11°111-......41111141111111111411111111111111111141111411141111111t— - 0 14 } e e 0 13 12 11 10 3x4= 4x5= 3x4= 3x8 = 3x6 = I 13-2-8 I 13-2-8 Plate Offsets(X,Y)-- f11:0-1-8,Edgel,f12:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.12 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(TL) -0.19 10-11 >842 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:62 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=568/0-5-8,13=573/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1189/0,3-4=-1189/0,4-5=-1189/0,5-6=-1528/0,6-7=-1528/0 BOT CHORD 12-13=0/600,11-12=0/1189,10-11=0/1495,9-10=0/1025 WEBS 3-12=-383/0,2-13=-793/0,2-12=0/780,7-9=-1124/0,7-10=0/556,5-11=-477/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. <C\E° PR0 470 ,5 ANG I NEER `%, 2/ 87022PE "K1- 0 1w 1O ' .. NC" 1.... �N .. t •N y ) OREGON ti oOSMBER C1`'' �+ 49b39w� • A. HER °k ��crs '' • �SIoNALV— EXPIRES: 06/30/2017 February 21,2017 I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMIT a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 C.' Job Truss Truss Type Qty Ply LENNAR L R49789012 f PL17-10_UPPER F05 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.100 s Jan 9 2017 MiTek Industries,Inc. Tue Feb 21 12:30:23 2017 Page 1 I D:eUU DCVKJe_2SIc68h_JNEMzSI Iz-4KuZgbmKLltzndD80x7 WI kt3 WR3rBJ FSmughflzivx_ 1-4-0I I 1-2-0I I 0-10-0 Scale=1:10.8 1 1.5x3 II 2 3x4 = 3 1.5x3 II 4 3x4 = 5 1.5x3 II o � o Io 0 0 o 1.5x3 II 9 4111 8 7 6 3x4 = 3x4 = 3x4 = I 2-11-0 1 3-6-0 1 4-1-0 1 5-2-0 I 2-11-0 0-7-0 0-7-0 1-1-0 Plate Offsets(X,Y)-- 14:0-1-8,Edoel.(8:0-1-8,Edgel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.01 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.02 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:26 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=185/Mechanical,9=185/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-6=-269/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. S���NG P EFip `S> 87022PE r es ov wm , w o, '. �iN� cv E� •� dN y Aj, OREGON (y©Qac/ /-, 9O AMBER \N / 0 A. HE-C't �Fscr 1./ EXPIRES: 06/30/2017 sSIONALti February 21,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13/" Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. 11,744., Apply plates to both sides of truss 1 23 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS MIIIEIEREINIIIIM�'�1fi, 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves ❑ may require bracing,or alternative Tor I ❑ bracing should be considered. INMMNlip O O= 3. Never exceed the design loading shown and never a0 stack materials on inadequately braced trusses. IL\1111,,21A c, O 4. Provide copies of this truss design to the building C7-8 C6-7 C5-6 For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0- 'h/'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ? Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. iiiU0 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MINI MIN® 18.Use of green or treated lumber may pose unacceptable _� environmental,health or performance risks.Consult with Industry Standards: ANSI/TP11: National Design Specification for MetalMN project engineer before use. 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone is not sufficient Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, I _ti iTe k� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015