Loading...
Plans (141) MEMO MiTeke' MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL 1 4-2 50 MAIN H Fax 916/676-1909 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: R46143002 thru R46143009 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. azwro Cd it, co 10 9 4,,4963 <y� yrs c" December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply R46143002 PL14-250_MAIN_H F01 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:48:41 2015 Page 1 ID:8hN7WE25VAk9wFhFe?p5rQyswQj-3oV4YKfTZJTeQfdy5gaDshLgHAtw0G40WsGacsy80y4 0-6-8 2-0-0 I 1-2-4 10 r}.�8- cale-1:34.3 4x5 = 1.5x3 II 3x4= 1.5x3 I I 3x5= 3x4 II 1.5x3 I I 3x4= 1.5x3 II 3x5= 1 3x5= 2 3 4 5 6 7 8 9 10 11 R tai i1M��r w I O 114 18 17 16 14 13 12 1.5x3 I I 3x8= 3x8 = 3x8= 3x8= 3x6= 1.5x3 II P 100 4-4 '0-6-81 19�-2 10.'1'82 19-0-0 ��-e 8-7-12 0.1-8 Plate Offsets(X,Y)— [1:0-1-8,Edge],[5:0-2-2,Edge],[7:0-0-9,Edge],[11:0-1-8,Edge],[13:0-1-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.07 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.11 16-17 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.01 11 n/a n/a BCDL 5.0 Code IBC2012fTP12007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=428/0-6-0,15=1283/0-3-8,11=360/0-6-0 Max Gray 1=463(LC 3),15=1283(LC 1),11=415(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0N10 itt TOP CHORD 1-2=-1309/0,2-3=-1309/0,3-4=-1138/131,4-5=-1138/131,5-6=0/1704,6-7=0/1704, 7-8=-644/507,8-9=644/507,9-10=-1132/0,10-11=-1132/0 Q% Od BOT CHORD 16-17=0/1530,15-16=608/0,14-15=1384/0,13-14=157/1198 G ��) X G'l ,, , WEBS 1-17=0/1352,2-17=-253/0,3-16=-529/0,5-16=0/1348,5-15=-1331/0,11-13=0/1168, ti lg*�` 10-13=-252/0,9-14=-762/0,7-14=0/1554,7-15=-727/0 € itia N NOTES .07 - 1)Unbalanced floor live loads have been considered for this design. .4 �,�. 16 49639 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 0 ,p � 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. SSINALG 4)CAUTION,Do not erect truss backwards. 87 2PE 9r N �N 7- • �'Oj, GREG N ti <U~ 90, F4IBER .0 �O OS A. HECk EXPIRES:06/30/2017 December 16,2015 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 1° Design valid for use only with M7ek0 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 SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,219 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 a Job Truss Truss Type Qty Ply R46143003 PL14-250_MAIN_H F02 Floor 5 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:48:42 2015 Page 1 ID:8hN7 WE25VAk9wFhFe?p5rQyswQj-Y_3Smgg5KcbV2pC8fX6SOvu0QaEAImP9I W0781y80y3 0-6-8 I I I 2-0-0I I 1-9-12 1-1-8 Scale=1:28.5 1.5x3 II 3x4 = 3x8 = 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 11 3x4= 2 3 4 5 6 7 8 9 m._.=.1.1imlimilimilimillillillii. ft iireari..4 a. 15 14 'u. 12 11 1 1.5x3 II 3x5= 3x5= 3x8= 3x5 = 3x4 = 10-6-81 6-7-4 6-112 16-4-4 1 0-6-6 6-0-12 n-1-8 9-7-8 Plate Offsets(X,Y)— [1:0-1-8,Edge],[4:0-2-12,Edge],[12:0-3-12,Edqe],[13:0-1-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.05 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.09 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:69 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=212/0-6-0,13=1105/0-3-8,10=436/0-1-12 Max Uplift 1=-19(LC 4) Max Gray 1=287(LC 3),13=1105(LC 1),10=452(LC 4) yetfNIO itt FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. &j yyp, TOP CHORD 1-2=-661/163,2-3=-661/163,3-4=0/1254,4-5=-26/255,5-6=-28/255,6-7=-1486/0, GO fid` G� 7-8=-1486/0 I d BOT CHORD 13-14=-574/331,12-13=-1217/0,11-12=0/1098,10-11=0/1109 A. ` 94 N WEBS 4-13=-703/0,1-14=-172/681,2-14=-255/0,3-14=0/594,3-13=-1132/0,8-10=-1163/0, 8-11=0/394,6-11=0/459,6-12=-1181/0,4-12=0/1167 NOTES- Kii1 ..49639}, 1)Unbalanced floor live loads have been considered for this design. Off, �L IS.LE 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. �S CS 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 SINAL 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. Co' tAG N Fi4 `r�0 2 ,� 87022P• yr •i cv y SAT OR GON ti;O�v 'AO AMBER 1,� On A. HE " EXPIRES:06/30/2017 December 16,2015 t • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111. Design valid for use only with MiTelvE 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 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 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 R46143004 PL14-250_MAIN_H F03 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:48:42 2015 Page 1 ID:8h N7 WE25VAk9wFhFe?p5rQyswQj-Y_3Smgg5KcbV2pC8fX6SOvu04aDolhH9911VV00781y80y3 1 2-0-0 1 1 1-6-0 11 2-3-4 Iee'Al Scale=1:34.0 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x12 = 1.5x3 II 3x4= 1.5x3 I I 3x5 = 1 2 3 4 5 6 7 8 9 10 1 16 15 14 13 12 11 304= 305= 3x8= 3x4 II 3x8 = 3x6= 1.503 II I 10-0-0 I 18-9-4 1p4-3-1f 10-0-0 8-9-4 b-6-8 Plate Offsets(X,Y)— [6:0-5-12,Edge],[10:0-1-8,Edge],[12:0-1-12,Edqe],[13:0-3-8,Edge],[15:0-2-4,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def1 L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.06 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.26 Vert(TL) -0.10 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:82 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=1275/0-3-8,17=435/0-1-12,10=368/0-6-0 Max Gray 14=1275(LC 1),17=469(LC 3),10=420(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0'ONIO p TOP CHORD 2-3=-1597/0,3-4=1597/0,4-5=-246/487,5-6=245/487,6-7=-709/469,7-8=-708/469, OC O VT 8-9=-1154/0,9-10=-1154/0 BOT CHORD 16-17=0/1170,15-16=-74/1257,14-15=-1550/0,13-14=-1571/0,12-13=-126/1233 .r" X, GI d WEBS 6-14=-1230/0,2-17=-1226/0,2-16=0/447,4-16=0/465,4-15=-1188/0,6-15=0/1452, ti .- .�z'.. o 2.10-12=0/1192,9-12=-253/0,8-13=731/0,6-13=0/1811 y r �tkk/` N NOTES- 1)Unbalanced floor live loads have been considered for this design. r0 4 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. fO 639 4a • 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 �'4 i S 5 be attached to walls at their outer ends or restrained by other means. uSto—OW 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. <<-1' PR QFFss 405 ,NGINEF,9 /p 871 2PE 2-7 N 7 SAT OREGO ro IQ 90 'ilIEER1\ �O OS A. HE-Ck EXPIRES:06/30/2017 December 16,2015 I WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev,10/03/2015 BEFORE USE. IIIIII Design valid for use only with M7ek0 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 J Job Truss Truss Type Qty Ply R46143005 PL14-250_MAIN_H F04 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:48:43 2015 Page 1 ID:8hN7WE25VAk9wFhFe?p5rQysw0j-0Bcgz0hj5wjMfznLCFdhx6QBf ZHUARJzAlggly80y2 I 2-0-0 I I 1-6-0 I P-6-8I Scale=1:33.2 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 4x8= 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 Miadlika am idr'1: 17 16 14 13 1 3x4 = 3x5= 4x6= 3x4 I 14x5= 3x5= 3x4 = I 10-0-0 19-0-8 10-0-0 9-0-8 Plate Offsets(X,Y)— [6:0-3-8,Edge],[16:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.07 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.10 16-17 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.80 Horz(TL) 0.01 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:82 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 15=1280/0-3-8,18=433/0-1-12,12=368/0-1-12 Max Gray 15=1280(LC 1),18=468(LC 3),12=420(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0/ONIO TOP CHORD 2-3=-1589/0,3-4=-1589/0,4-5=-231/500,5-6=-230/501,6-7=0/1041,7-8=0/1034, GAS�O }]yip,_ �i� 8-9=-1286/54,9-10=-1286/54 �4�• BOT CHORD 17-18=0/1166,16-17=-99/1245,15-16=-1688/0,14-15=-1637/0,13-14=-424/800, sixlti•,. ��Ni, 12-13=0/1009N WEBS 6-15=-1251/0,2-18=-1222/0,2-17=0/443,4-17=0/478,4-16=-1181/0,6-16=0/1571, 10-12=-1058/0,10-13=-107/290,8-13=0/682,8-14=-1400/0,6-14=0/827 rV;f NOTES- X15 4. 49639 ki 1)Unbalanced floor live loads have been considered for this design. Off, 4biszO� 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18,12. 44) 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 SSli(Ijr,�AIS'-� be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. ��EO PR OFFS ��� GINEFR si02-� kC 870 2PE , r yN 1, N �Aj, OREGO tip Off/ 'AO c��jFIER 4t' r OS A. HE0 EXPIRES:06/30/2017 December 16,2015 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. MIs Design valid for use only with MiTek®O 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 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 109 uite Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. SSuites Heights,CA 95610 4 Job Truss Truss Type Qty Ply R46143006 PL14-250_MAIN_H F05 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:48:43 2015 Page 1 ID:8h N7WE25VAk9WFhFe?p5rQyswQj-0Bcgzohj5wjMfznLCFdhx6QCr_cBU IAJzAlggly80y2 0-4-4 I 2-0-0 0-6-8 Scale=1:10.5 1 1.5x3 I 1 2 3x4= 3 1.5x3 II 354= 4 _ 1 V 6 / 1111111111000 _ m 3x5= 1.5x3 II 7 6 5 3x4= t-1-8$ 4-8-12 I 5-3-4 I 0-6-8 47-4 Plate Offsets(X,Y)— [4:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.01 6 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.02 6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:22 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF Nc.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=265/0-6-0,7=268/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-581/0,3-4=-581/0 p y ONIO- tv WEBS 4-6=0/597,3-6=-257/0,2-6=0/420,2-7=354/0 & ,A, NOTES- G T� 6,--i d' c>',1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. y � <• �� 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to I N be attached to walls at their outer ends or restrained by other means. -y 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. n •1549639 q� .,SSIONAL c� �(< D P R°FRSs �5 �NGINEFR /� 2 k c- 870 2PE 9r yN rN �' OREG*N rt3 to 9On 'BER 'N1 �O S A. H .# EXPIRES:06/30/2017 December 16,2015 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ... mit Design valid for use only with M1ek0 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 R46143007 PL14-250_MAIN_H F06 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:48:43 2015 Page 1 ID:8hN7 WE25VAk9wFhFe?p5rQyswQj-0Bcgz0hj5wjMfznLCFdhx6QCw_ZOU HOJzAlggly8Oy2 0-6-8 I 0-4-12 1 2-0-0 Scale=1:14.2 1.5x3 II 1.5x3 I I 1.5x3 II 1 2 3x4= 3 43x4= 5 a 3x4 = 3x5= 8 7 6 3x4 = 1 0-6-8 a8- 7-3-12 I 0-6-8 i1-1p 1-t6 6-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.02 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.35 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012)TP12007 (Matrix) Weight:30 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=366/0-6-0,6=366/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=0/426,2-3=-939/0,3-4=-939/0 BOT CHORD 7-8=0/274,6-7=0/836 cONIO WEBS 4-6=-876/0,2-7=0/696,2-8=-499/0 0% a }f.Sp,_ 4 NOTES- }}� '`Vjr��y, • 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 1 yew G ,. o� dr 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 N 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. ..f5 49639 ki" �SSIONAL � <CX - PRoFFu" �c�\� �cNG�NEF9 io1- 87022PE N y SAT OREGO if'OiN 9on� tER 11 sA HO; EXPIRES:06/30/2017 December 16,2015 1NI. t a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 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 R46143008 PL14-250_MAIN_H F07 Floor 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:48:44 2015 Page 1 ID:8hN7WE25VAk9wFhFe?p5rQyswQj-UNACBMiLsErDH7MXmy8wUKzNYNvYDeESCgVECBy80y1 i 2-0-0 1 1 1-5-0 I I 1-1-8 I Scale=1:34.1 1.503 II 3x4= 1.5x3 II 3x4= 1.5x3 II 4x10= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 d _w� �:�ii Jla B 1 1: 17 16 14 13 1� 3x4 = 3x5= 4x6 = 3x4 11 4x6= 3x5 = 3x4= I 9-11-0 19-6-8 I 411-0 1 9-7-A Plate Offsets(X,Y)— [14:0-2-8,Edge],[16:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.06 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.09 16-17 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.01 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:84 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 15=1315/0-3-8,18=421/0-1-12,12=401/0-1-12 Max Gray 15=1315(LC 1),18=463(LC 3),12=448(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,VONIO p, TOP CHORD 2-3=-1556/0,3-4=-1556/0,4-5=-167/632,5-6=-165/632,6-7=0/765,7-8=0/764, �t � 8-9=-1463/0,9-10=-1463/0 0% p W r BOT CHORD 17-18=0/1149,16-17=-195/1197,15-16=-1765/0,14-15=-1758/0,13-14=-291/1064, G T� ���ry'i G'),d • 12-13=0/1098 1 A C - :, O,), WEBS 6-15=1282/0,2-18=-1204/0,2-17=-26/426,4-17=0/516,416=-1223/0,6-16=0/1502, N 10-12=-1151/0,10-13=-60/382,8-13=0/574,8-14=-1293/0,6-14=0/1269 •\ NOTES- .p Et,Unbalanced floor live loads have been considered for this design. 4 /P63� 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18,12. 12;0ISTER� 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 �sSj0NALE1G be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. `��ED P R QFFss c.5 �NGI NEFR /0 2 870 2 P E �r yN �N �Aj, OREG•N ti5b tN 9O AMBER 1\ O �S A. HE��- EXPIRES:06/30/2017 December 16,2015 4 4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 1111111• 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 info the overall building design. Bracing indicated is to prevent bucking 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 Job Truss Truss Type Qty Ply R46143009 PL14-250_MAIN_H F08 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:48:45 2015 Page 1 ID:8hN7WE25VAk9wFhFe?p5rQyswQj-yZkaOijzdXz3vGxjKgf90XNNTnE3y4ebRTEnldy80y0 0-6-8 II 2-0-0 I 1 1-0-8 1 1 1-6-12 1 Scale=1:35.1 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x6 = 3x8 = 1.5x3 II 3x6 FP= 1.5x3 II 3x4= 1.5x3 II 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 T "`111 , ���i�.-�= r` - „-- �_ v C. 19 18 17 16 15 14 13 1.5x3 II 3x8= 3x8= 3x5= 3x10= 3x5= 354= 9-6-81 311-8 10110 20-1-12 I 0-6-8 35-0 0-1-8 10-0-12 Plate Offsets(X,Y)— [1:0-1-8,Edge],[5:0-2-11Edge],[6:0-1-8,Edge],[15:0-4-12,Edge],[16:0-1-12,Edge],[17:0-3-0,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.07 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.11 17-18 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) -0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:85 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=403/0-6-0,16=1340/0-3-8,13=426/0-1-12 Max Gray 1=451(LC 3),16=1340(LC 1),13=471(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. pyTONIO itt TOP CHORD 1-2=-1266/0,2-3=-1266/0,3-4=-1019/322,4-5=-1019/322,5-6=0/1848,6-7=-265/636, 0% O jFtV7-8=-266/636,8-9=-1605/0,9-10=-1605/0,10-11=-1605/0 vo BOT CHORD 17-18=36/1450,16-17=-863/0,15-16=-1801/0,14-15=-197/1274,13-14=0/1169 N• rr 1' c 0d WEBS 6-16=-718/0,1-18=0/1307,2-18=-253/0,3-17=-610/0,5-17=0/1429,5-16=-1178/0, 1, 11-13=-1225/0,11-14=-26/457,8-14=0/493,8-15=1205/0,6-15=0/1607 N NOTES- '; n / 1)Unbalanced floor live loads have been considered for this design. 4 `. f3�Ctj 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. Ok, � tsrt � 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. 'Wel AL-�� 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. 2 87022P �r + (-N y Aj, OR GON (155 ,14./9O FMaER \1 OS A. Hick EXPIRES:06/30/2017 December 16,2015 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 1. Design valid for use only with MiTelOO 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 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rPIl Quality Criteria,DS8.89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/" Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property Mita offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. IIIplk Apply plates to both sides of truss 1 and fully embed teeth. 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. n Cl-2 C2-3 Q-1/16 2. Truss bracing must be designed by an engineer.For WEBS wide truss spacing,individual lateral braces themselves ❑ ik I 4 may require bracing,or alternative Tor I Q ❑ bracing should be considered. I ipO �� Oz 3. Never exceed the design loading shown and never OO stack materials on inadequately braced trusses. 0 C7-8 -a O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cb-7 cs-b designer,erection supervisor,property owner and BOTTOM CHORDS all other interested parties. plates 0-'aa' from outside 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-131 1,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ,�i� 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 l0 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 (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior "I� reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. - number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MIMI 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone mill DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, um iv ii i� I� 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