Loading...
Plans (3) LENNAR 13-1/2" OPEN WEB JOIST @ 16" & 24" O.C. 3180ABAINBRIDGE PL14-250 UPPER Z� 7/20/2015 N N , -N 1. NI oo LL LL LL LL '- I,A 6-06-00 O O <1 00 Products __, _ �„ _ ® � PIotID Length Product Plies Net Qty i� :Oil �rjp BM1 6-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 2 111111_11.0111110 "��"' BM11 4--0-000 3 1/2"x 10 1/2"Glulam (1.8E 24F-V4 DF/DF) 11 I II I I II1BM12 4-00-00 3 1/2"x 10 1/2"Glulam (1.8E 24F-V4 DF/DF) 11 11 111 111 BM3 17-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 IIP1100H11 BK1 24-00-00 2X14 A RM1 9-00-00 2X14 DF#2&RM1 6-00-00 2X14 DF#2& BM4 6-00-00 2X14 DF#2&BTR:�c111--.11 -=••�•4•• ��®�.•�..�•e_ BM10 5-00-00 2X14 DF#2&BTR•� ,; BM1 5-00-00 2X14 DF#2&'uur1 RM1 4-00-00 2X14 DF#2&F12 '+1' A LL' ,� RM1 2-00-00 2X14 DF#2&BTR 1 1 [ i� � "I • -� -�IBM10(I F12 - ALL BEAM SIZES PER ARCHITECT/ENGINEER IBM5( A II F13 1 ,• • BKI=BLOCKING FLOOR LOADING • RM1=RIM BOARD 40 LL F13 15 DL _� LL LL ACCESSORIES QTY I I II F13 Q LUS414 39 ® I. 2X6 OF#2&BTR FOR RIBBON 74' m II II F13 • 2X14 DF#2&BTR FOR SHEAR BLOCKING 30' I• F13 Q HUS210-2IF 1 II 1B M41 a IRM1l MF13 IBIA III REFER TO STRUCTURAL PLAN FOR ADDITIONAL f POST TRANSFER BLOCKING E�•�,�,m,�,�,� IBM91 AND SHEAR BLOCKING REQUIREMENTS. -= ..16.4*,TIL 9 za-o.c. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I Taos. > I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I J (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA) F% \ I \ JOIST WITH RIBBON Pacifi ; , umber ---t IBM111 & TRUSS 1\ COMPANY MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-250_MAIN_H Fax 916/676-1909 LENNAR The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal: 843 1 1 8227 thru R43118234 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. P ROFFS 74GlN4\ 87022P,7 N >� "3), OREGON cis tti -P • �. AMBE \"*O OS A. Hen EXPIRES:06/30/2015 October 29,2014 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 I. MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-250_MAIN_H Fax 916/676-1909 LENNAR The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc. under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R43118227 thru R43 1 18234 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ? ONIO 1,p 05 of WAST W 1,:F4 61' trt 4.7 $ 4, 4963 9, 4GISTER� October 29,2014 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 LENNAR R43118227 PL14-250_MAIN_H F01 Floor 5 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek lndustnes,Inc.Wed Oct 29 09:00.57 2014 Page 1 ID 8hN7WE25VAk9wFhFe?p5rQyswOj-g7ly4KN9bV4Kii3Z?dt Wsvj1 sc6Us28hlbf?gPyOa74 0-6-8 H I 2-0-0 i 11-2-4 I°ice pqIii tale=1:34.3 4x5 = 1.503 II 3x4= 1.5x3 II 3x5= 3x4 II 1.5x3 II 3x4 = 1.5x3 II 3x5= 1 3x5= 2 3 4 5 6 7 8 9 10 11 dAl �i 4 18 17 16 15 14 13 12 1.5x3 II 3x8= 3x8 = 3x8 = 3x8= 3x6= 1.5x3 II 10-4-4 f1-6-81 10-1-4 10.11 0-I2 19-0-0 19-6-81 0-6-8 9-6-12 8-7-12 ➢6-0 0-1-8 Plate Offsets(X,Y)— 11:0-1-8,Edgel,15:0-2-2,Edgel,f7:0-0-9,Edoel.f11:0-1-8,Edgel,[13:0-1-12,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud 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!nor YES WB 0.79 Horz(TL) -0.01 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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 (min.0-1-8),15=1283/0-3-8 (min.0-1-8),11=360/0-6-0 (min.0-1-8) 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. 010NIO p 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=1132/0OS O�'wA$Jtvy y, BOT CHORD 16-17=0/1530,15-16=-608/0,14-15=-1384/0,13-14=-157/1198 t- C4 x G'l `7 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, l.Q V',, O d 10-13=-252/0,9-14=-762/0,7-14=0/1554,7-15=-727/0 ` N NOTES- lr1;/ 1)Unbalanced floor live loads have been considered for this design. r0� NOTES- .-,,:417,r 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. O 41F �Q 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. Strong backs to CISTER be attached to walls at their outer ends or restrained by other means. �SSIOIVALG 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. , LOAD CASE(S) Standard p PROF k. I N FFS'- 2_, `�', �C 870 2PE 9 cv N� tiN-7Aj, ()REGO O OSA. HE�'c'-‘1?- EXPIRES: c'-‘P EXPI RES:06/30/2015 October 29,2014 t I ®WARM?(;-Verity design parameters and READ MOLES ON MIS AND fIKIUDED MIIEK REFERENCE PAGE M11-7473 rev.1/19/1014 BEFORE USE Design valid for use only with Mitek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component 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 Frei('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'Quality Criteria,DSB-89 and!SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply LENNAR R43118228 PL14-250 MAIN H F02 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek ledustnes,Inc.Wed Oct 29 09:00:58 2014 Page 1 ID:8hN7 WE25VAk9wFhFe?p5r0yswQj-8J 5KHg NnMoCAKsemYLYIP7G E?OTkbXTrXFPYMry0a73 0-6-8 I 11 2-0-0 1 F. 1-9-12 I I 1-1-8 _ Scale=1:28.5 1.5x3 II 3x4 = 3x8 = 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 3x4 = 2 3 4 5 6 7 8 9 in woo ea idi: 15 14 12 11 1 1.5x3 II 3x5= 3x5 = 3x8= 305 = 3x4 = 10-6-8 I 6-7-4 6-1-112 16-4-4 1 0-6-8 6-0-12 0-1-8 9-7-8 Plate Offsets(X,Y)— 11:0-1-8,Edge),14:0-2-12,Edgel,112:0-3-12,Edgel,113:0-1-12,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 lncr YES WB 0.59 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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 (min.0-1-8),13=1105/0-3-8 (min.0-1-8),10=436/0-1-12 (min.0-1-8) Max Uplift1=-19(LC 4) Max Gray 1=287(LC 3),13=1105(LC 1),10=452(LC 4) oloNIO FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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, GOS X04"WAST 7-8=-1486/0 ,s w, ,y� BOT CHORD 13-14=-574/331,12-13=-1217/0,11-12=0/1098,10-11=0/1109 et:• 9i 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, N 8-11=0/394,6-11=0/459,6-12=-1181/0,4-12=0/1167 ti. lfi�`,s'� ,, NOTES- 'd`y9(3� w� 1)Unbalanced floor live loads have been considered for this design. Q ,p 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. �'I�TER 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �`r.1.0NALe 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. �,10 P R.OFF LOAD CASE(S) Standard ���`3� �NC"INEF,4`r�p29 � 87022PE r yCI) ,N N -0 OREG N rye O� 9On AMBER V\ \ OS A. HEet EXPIRES:06130/2015 October 29,2014 ®WARNING-Verif y design parameters and READ PATES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MII.7413 rex 1/29/1014 BEFOREUSE Design void for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. n. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ■■�'�� is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of theMieleerector.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,Sune 109 _ Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by ALSC Ai Job Truss Truss Type Qty Ply LENNAR R43118229 PL14-250_MAIN_H F03 Floor 7 1 Job Reference(ootionall Pacific Lumber&Truss Co, Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industnes,Inc.Wed Oct 29 09.00.58 2014 Page I ID.8hN7 WE25VAk9wFh Fe7p5rGlyswQl-BJsKH g NnMoCAKsemYLYIP7G EfOSMbS LrXFPYMry0a73 f 2-0-0 f 1 1-6-0 1 1 2-3-4 - Scale=1'34.0 1.503 H 3x4= 1.5x3 II 304= 1.503 II 3x12 = 1.5x3 H 3x4= 1.5x3 I I 3x5 = 1 2 3 4 5 6 7 8 9 10 �1 -ia �--� � _�� �� l to k 17 16 15 14 13 12 11 3x4= 3x5= 3x8= 3x4 II 3x8 = 3x6= 1.5x3 1I 10-0-0 18-9-4 19-3-1F 10-0-0 8-9-4 b-6-8 Plate Offsets(X,Y)- 16:0-5-12,Edgej,f10:0-1-8,Edge),f12:0-1-12,Edgel,f13:0-3-8,Edge},f15:0-2-4,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft 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 lncr YES WB 0.92 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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 (min.0-1-8),17=435/0-1-12 (min.0-1-8),10=368/0-6-0 (min.0-1-8) Max Gray 14=1275(LC 1),17=469(LC 3),10=420(LC 4) FORCES. (Ib)-Max.Camp./Max.Ten.-All forces 250(Ib)or less except when shown. 10NIO 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, 8-9=-1154/0,9-10=-1154/0 007 Oo WASIti BOT CHORD 16-17=0/1170,15-16=-74/1257,14-15=-1550/0,13-14=-1571/0,12-13=-126/1233 C. �,s4-1,, 0 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, -4t-_ 94 Ct1 10-12=0/1192,9-12=-253/0,8-13=-731/0,6-13=0/1811 ` t\1 i 1, NOTES- 1)Unbalanced floor live loads have been considered for this design. IO 49639 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. �' +Q , 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �v,s, Eg� 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 s`QIOjsi.M.; IO be attached to walls at their outer ends or restrained by other means. . 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard <cco FR.OFFSrS ��2 NGINFR /�2 870 2PE 9 yN rN �Aj, OREG N cp ZN �M Or) O � OLI A H ECP EXPIRES:06/30/2015 October 29,2014 1 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1411-14/3 ret 1/29/20 Id BEFORE USE _ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �� Applicability of design parameters and proper incorporation of component 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 responsibilhty 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/11'11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 M Southern Pine(SP}lumber is spec wed,the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply LENNAR R43118230 PL14-250_MAIN_H F04 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 29 09:00 59 2014 Page 1 �I.DD:g8�h N7WE25VAk9wFhFe?p5rQyswQlcVQi000Q76K1 x0Cy623_yKpP EQprKxV_Iv86uHyOa72 2-0-0 1-6-0 j F—7 Scale=1 33 2 - 1.5x3 I I 1.5x3 II 3x4= 1.503 II 3x4= 1.5x3 I I 4x8 = 3x4= 1.5x3 I I 3x4= 1.5x3 1 2 3 4 5 6 a7 8 9 10 11 'i1 :t 1; 17 16 14 13 1f 3x4 = 3x5= 4x6= 3x4 II 4x5= 3x5= 304 = I 10-0-0 I 19-0-8 1 10-0-0 9-0-8 Plate Offsets(X,Y1— 16 0-3-8,Edgel,[16:0-1-8,Edge} LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell 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 lncr YES WB 0.80 Horz(TL) 0.01 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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 (min.0-1-8),18=433/0-1-12 (min.0-1-8),12=368/0-1-12 (min.0-1-8) 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. 101%1IO A. 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, P �C 8-9=-1286/54,9-10=-1286/54 GOA �O'�WASNf'1 BOT CHORD 17-18=0/1166,16-17=-99/1245,15-16=-1688/0,14-15=-1637/0,13-14=-424/800, �Q "/� 12-13=0/1009 ti� hs;, �9 4 VI 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, y N 10-12=-1058/0,10-13=-107/290,8-13=0/682,8-14=-1400/0,6-14=0/827 \i NOTES- s 1)Unbalanced floor live loads have been considered for this design. �O\49639 W 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18,12. � ./STER 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1. �SSjpNALE�G 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. LOAD CASE(S) Standard �\�.���N NEF�S(/0 �c R .y ct 87022PE 9 cv y �-oj,.OREGO tis O4N 'AO AMBER 11 On A. HO\ EXPIRES:06/30/2015 October 29,2014 1 I - ®WARNING-Verify design parameter and READ NOTES ON THIS AND IOYMUDED MIIEK REFERENCE PAGE P111.7473 rex 1/29/2014 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. E• _ Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPll Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 M Southern Pine(SP}lumber is spec iffed,the design values are those effective 06/01/2013 by ALSO 1 a, Job Truss Truss Type Qty Ply LENNAR R43118231 PL14-250_MA1N_H F05 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 29 09.00:59 2014 Page 1 ID 8hN7WE25VAk9wFhFe2p5rQyswQj-cVQi000Q76K1 x0Cy623_yKp000sIK3E_Iv86uHyOa72 I 0-4-4 I 2-0-0 0-6-8 - Scale=1:10.5 1 1.5x3 11 2 3x4 = 3 1.5x3 II 3x4= 4 1 / -A I I i h.- „J zr, O 7 d sl d 3x5= 1.5x3 II 7 6 5 (:)\ 3x4= t1-� 4-8-12 I 5-3-4 1- 4-7-4 0-6-8 Plate Offsets(X,Y)— 14:0-1-8,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 0.20 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 BOLL 0.0 Rep Stress lncr YES WB 0.30 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code 1BC20121TP12007 (Matrix) Weight:22 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.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 (min.0-1-8),7=268/0-1-12 (min.0-1-8) FORCES. (Ib)-Max.Camp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-581/0,3-4=-581/0 oloNIO 1-4t.WEBS 4-6=0/597,3-6=-257/0,2-6=0/420,2-7=-354/0 & OF 1�I.�Skr, NOTES- G �� G'l 1�7.� 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. !r ,:, O 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ` I�rt 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. Z� 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. .4 '' 4t; 5)CAUTION,Do not erect truss backwards. ' ' \\ `+9639 w LOAD CASE(S) Standard O��I~, St C5 N,\o NOINEFR '.w oq 2 8 • 2PE /9 cv y �"0 OREGO rye LIJ �O AMBER N �4 OSA HECk EXPI RES:06130/2015 October 29,2014 4 41 A WARNING-Verify design parametnrs and READ NOTES ON IBIS AND INCLUDED MITER REFERENCE PAGE MI1-7413 reit 1/29/2014 BEFORE USE _ Design valid for use only with Mrfek connectors.This design is based only upon parameters shown,and is for an individual building component. Eli' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the 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,D58-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified the design values are those effective 06/01/2013 by RISC Job Truss Truss Type Qty Ply LENNAR R43118232 PL14-250_MAIN_H F06 Floor 2 1 Job Reference(ootionall Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 29 09:01 00 2014 Page 1 ID 8hN7WE25VAk9wFhFeTp5rQyswQl-4i_41MP2uQSuZAn8gmaDUYLbFg9p3Vi7_ZufQkyOa71 0-6-8 0-4-12 I 2-0-0 I - Scale=1 14.2 - 1.5x3 II 1.5x3 II 1.5x3 II 1 2 3x4= 3 4 304 = 5 _____-------L"-----------__ v o O -� 3x4 = 3x5= 8 7 6 3x4 = I 0-6-8 C-ap 7-3-12 I 0-6-8 0-1-8 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 lncr YES WB 0.35 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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 (min.0-1-8),6=366/0-1-12 (min.0-1-8) - 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,-8 / 6-7=0/836 9 O�O w jl WEBS 4-6=-876/0,2-7=0/696,2-8=-499/0 Fjv`v NOTES- G Q..' g- G'� d 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 1rs:, 0�2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. N 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. Strong backs to \' be attached to walls at their outer ends or restrained by other means. ,%r 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. rd 44"49639 k/" 5)CAUTION,Do not erect truss backwards. `.� 'cGISTSR� LOAD CASE(S) Standard �s`SI,0NAL G ,R0 P ROFF -\(<- 0" l'___ "Y__.2FR /�r cv ycliN ."0j,.OREGO cp O,/V �Or,AMBER '\ S A A. Heck EXPIRES:06/30/2015 October 29,2014 t __ ' - ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE NII-1413 rev. BEFORE USE • Design valid for use only with Mi Tek connectors.This design is based only upon parameters shown,and is for an individual building component Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 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,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine tSP}lumber is specified,the design values are those effective 06/01/2013 by ALS( 4 W Job Truss Truss Type Qty Ply LENNAR R43118233 PL14-250_MAIN_H F07 Floor 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc Wed Oct 29 09:01:00 2014 Page 1 I D.8h N7 WE25VAk9wFhFe?p5rQyswQl-4i_41MP2uQS uZAn8gm aDUYLb7g963PJ7_ZufQkyOa71 1 2-0-0 I 1 1-5-0 1 1 1-1-8 I - Scale=1'34.1 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 4x10= 1.5x3 I I 3x4 = 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 I gl a'e .f d krf O1 18 17 16 15 14 13 12 3x4 = 3x5 = 4x6 = 3x4 1I 4x6 = 3x5 = 3x4 = I 9-11-0 I 19-6-8 I 9-11-0 9-7-8 Plate Offsets(X,Y)— [14:0-2-8,Edge),116:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) I/defl 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/TP12007 (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 (min.0-1-8),18=421/0-1-12 (min.0-1-8),12=401/0-1-12 (min.0-1-8) Max Gray 15=1315(LC 1),18=463(LC 3),12=448(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'tONIO 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, �C 8-9=-1463/0,9-10=-1463/0 05 OVNASIt`lt " BOT CHORD 17-18=0/1149,16-17=-195/1197,15-16=-1765/0,14-15=-1758/0,13-14=-291/1064, G s ' �,": G0s L 12-13=0/1098 �� fix:, O. WEBS 6-15=-1282/0,2-18=-1204/0,2-17=-26/426,4-17=0/516,4-16=-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 \i ;, NOTES- d ���� \ 49639 w� 1)Unbalanced floor live loads have been considered for this design. .Q\ 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18,12. Off' �0'ISTE3 -43 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �sSIONALti - 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. LOAD CASE(S) Standard "\��ED PR,OFFss ��\� �Nc')NE •T /�� 87022PE 9c 7 N tN SOREG•N ct�OWN AT 9O AMBER \1 \' OS A. HECk EXPIRES:06130/2015 October 29,2014 - c r ®WARNING-Verity design parameters and READ MITES ON THIS AND INCLUDED MI7EK REFERENCE PAGE NII-1473 MR 1/29/201d 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. e Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown Gs 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,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314 Citrus Heights,CA,95610 H Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by ALSO Job Truss Truss Type Qty Ply LENNAR R43118234 PL14-250_MAIN_H FO8 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co, Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek lndustnes,Inc. Wed Oct 29 09:01:01 2014 Page 1 I D'8hN7 WE25VAk9wFhFe?p5rQyswOj-ZuYTviQgflaIBJMLET5S 1 Iuj2DUdorj HDDdDzAyOa70 0-6-8 H 1 2-0.0 1 1 1-0-8 1 1 1-6-12 1 Scale=1:35.1 - 354 = 1.553 11 3x4= 1.5x3 I I 3x6 = 308 = 1.5x3 11 356 FP= 1.553 ll 3x4= 1.553 I I 1 3x5 = 2 3 4 5 6 7 8 9 10 11 12 m o ° � � � �"� ® `ems � i II :t 19 18 17 15 14 1 1.5x3 II 3x8= 3x8 = 3x5= 3x10= 355= 354= r1 9-11-8 1Or-O 20-1-12 I 9-5-0 0-)-8 10-0-12 Plate Offsets(X,Y)— f1:0-1-8,Edgel,f5:0-2-11,Edgef,f6:0-1-8,Edgel,f15:0-4-12,Edgef,f16:0-1-12,Edgel,f17:0-3-0,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 0.39 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 (min.0-1-8),16=1340/0-3-8 (min.0-1-8),13=426/0-1-12 (min.0-1-8) 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. 010NIO 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, 7-8=-266/636,8-9=-1605/0,9-10=-1605/0,10-11=-1605/0 Go%tioF°''`'SkLy� y, BOT CHORD 17-18=36/1450,16-17=863/0,15-16=-1801/0,14-15=-197/1274,13-14=0/1169 . 7� 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, 7 y� t,.., (,� 11-13=1225/0,11-14=26/457,8-14=0/493,8-15=-1205/0,6-15=0/1607 N NOTES- • !• 1)Unbalanced floor live loads have been considered for this design. `'d 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 11 4, 49639�w 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. +t' GISTER 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 �SSjOIVALE�G be attached to walls at their outer ends or restrained by other means. . 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard �\Co F A N&., 0/0 R 2 't 87022PE r y SAT OREG N `tip �� 9O AMBER ' On A A. H E��P EXPIRES:06/30/2015 October 29,2014 t I - ®WARNING-Verify design parameters and READ PATES ON THIS AND INCLUDED MIUEK REFERENCE PAGE HII.1413 rex,1/29/2014 BEFOREUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component MIs - Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability dunng construction is the responsibillity of the Mirek' _ 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,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 tf Southern Pine(SP)lumber is specified.the design values are those effective 06/01/2013 by ALSC Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 4-1 3/4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury MirDimensions are in ft-in-sixteenths. �� Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal orx-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by aln engineer.For 0-1/16" 4 wide truss spacing,individual lateral braces themselves WEBS may require bracing,or alternative Tor I IIIIIIMIE_ a bracing should be considered. rp O 3. Never exceed the design loading shown and never O41 ,00 stack materials on inadequately braced trusses. 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 la' 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 Southern Pine lumber designations are as follows: in all respects,equal to or better than that IPy Indicated bysymbol shown and/or SYP represents values as published by AWC in the 2005/2012 NDS specified. by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. il Indicates location where bearings 16.Do not cut or alter truss member or plate without p or (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■=� reaction section indicates joint 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 11.3.-.7-4 environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: 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 iDSB-89: Design Standard for Bracin snot sufficient. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with GuidetoGood Practice foHandling, M iTe k� ANSI/TPI 1 Quality Criteria. Installing &Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-250_UPPER Fax 916/676-1909 LH The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc. under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R42857284 thru R42857294 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. e. .0AGIINO,ps/o -5 cc 870 2PE r uz ,cv '0j, OREGON rp N 0 AMBER .0 \O A. HEk EXPIRES:06/30/2015 September 19,2014 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. MiTek° = MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-250_UPPER Fax 916/676-1909 LH The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc. under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R42857284 thru R42857294 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0-cONIO p, cj7 of WAsi,>_ 4y, N d 7 r 49639 <� ���s�crsTSR�.�' �1. +* September 19,2014 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. 4 .t Job Truss Truss Type Qty Ply LH R42857284 PL14-250_UPPER F01 FLOOR 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Sep 19 07:48:07 2014 Page 1 ID D77YEet67PxTKnalk8g6gGyt8XQ-tpeZpcKrwlRf9AHIuZdpdpF9B4Ugg11AnAlAEayc61M ' I 2-6-0 I I 1-9-11 II 1-2-0 I i .11.8J131 • Scale=1:33.9 4x5= 1.5x3 II 3x6 = 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 10 ei e 6 16 15 14 13 12 11 3x4= 3x8= 3x6= 3x4 = 4x4= 3x4= I 19-5-8 i 19-5-8 Plate Offsets(X.Y1— [12:0-1-8,Edge],[13:0-1-8.Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.37 13-14 >620 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.60 13-14 >388 360 BCLL 0.0 Rep Stress Ina YES WB 0.60 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:86 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=709/Mechanical,11=709/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2700/0,3-4=-2700/0,4-5=-3452/0,5-6=-3452/0,6-7=-2269/0,7-8=-2269/0,8-9=-2269/0 t TONIO j BOT CHORD 15-16=0/1597,14-15=0/3304,13-14=0/3071,12-13=0/2269,11-12=0/1641 WEBS 7-13=0/316,8-12=-665/0,2-16=-1714/0,2-15=0/1184,4-15=-649/0,6-14=0/452,6-13=-951/0,9-11=1761/0, OS O WASl�,. 9-12=0/1070 G �-9 G h, fit`. :A rri NOTES- N 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. i 1 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,d ''r 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. Strong backs to "fS� 4, :496394 be attached to walls at their outer ends or restrained by other means. .{ ISTER LOAD CASE(S) Standard �S`SIONALti,G • "\(<''ik P R,OFFss �c\O SNC'(N EFR /o'1' 870 2PE 9 yN rN �Aj, O'REG• (yam O<vi 'AO 4)1,,r Or,Ok) A. HE?, \--NP EXPI RES:06/30/2015 September 19,2014 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIER REFERENCE PAGE N11-7473 rev.1/29/2011 BEFORE USE NM NM 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 parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mire 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 BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 if Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply LH R42857285 PL14-250 UPPER F02 FLOOR 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Sep 19 07.48'08 2014 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-LOBxOxLThbZWnKsxSG82A1nM7UgLPV8K0g2jnOyc61L I 2-0-0 I 1 1-7-0 ii 1-2-0 1 ft17=8.1 Scale=1:32.6 -• 4x5= 1.5x3 I I 3x5 = 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1.5x3 I I 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 i ‘1 sff.......°°°°--- 11%.141414%%"%ls ' --liNs- i 1444%14114%.444491--. T e 16 15 14 13 12 11 3x4= 3x8= 3x6= 3x4 = 4x4= 3x4= I 18-8-8 I 18-8-8 Plate Offsets(X.Y)— [12:0-1-8,Edge],[13:0-1-8.Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.31 13-14 >723 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.49 13-14 >458 360 BCLL 0.0 Rep Stress Ina YES WB 0.56 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:83 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) 16=681/Mechanical,11=681/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2561/0,34=2561/0,4-5=-3170/0,5-6=-3170/0,6-7=-2095/0,7-8=-2095/0,8-9=-2095/0 �ycONIO BOT CHORD 15-16=0/1528,14-15=0/3091,13-14=0/2708,12-13=0/2095,11-12=0/1569 e� WEBS 7-13=0/397,8-12=-672/0,2-16=-1640/0,2-15=0/1109,4-15=-570/0,6-14=0/538,6-13=-823/0,9-11=-1684/0, 05 Dv,W y`._ 9-12=0/1002 G �4 Gj 0� NOTES- _ N 1)Unbalanced floor live loads have been considered for this design. \ 2)Refer to girder(s)for truss to truss connections. 47/ 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,0 �}9639�w� 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. t� .GISTER� LOAD CASE(S) Standard �SSIoN� �G ,R0 PRopen c�co ,\G NEER `r�, �<4., 87022PE r- N S 7 AT OREGO cf i -po AMBER 11 O O9 A. HECA %%NP EXPIRES:06/30/2015 September 19,2014 4 i - A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MI1.1473 re 1/29/2014 BEFORE USE �e Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Mil Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ■'Y 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/MI Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314 Citrus Heights,CA,95610 H Southern Pine ISP)lumber Is specked the design values are those effective 06/01/2013 by ALSO 1. 'Job Truss Truss Type Qty Ply LH R42857286 PL14-250_UPPER F05 FLOOR 8 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 M,Tek Industries,Inc. Fn Sep 19 07:48:09 2014 Page 1 ID'D7?YEet67PxTKnalk8g6gGyt8XQ-pCIJDHL6SvhNPUR80_fHiEKX8u9P8xgTFUnHJSyc61K - I 2-6-0 I 1 1-0-12 I I 1-?-0 110-11-8 1 0-t8 - Scale=1:33.9 1.5x3 II 1.523 II 3x6= 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 4x5 = 1.5x3= 1 2 3 4 5 6 7 ;:' : 9 10 17 e44, 3 3x4= 3x8= 3x6= 3x4= 4x4= 3x6= I 19-5-12 I 19-5-12 Plate Offsets(X,Y1— [12:0-1-8.Edgej,[13:0-1-8,Edae] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.36 13-14 >639 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.57 13-14 >404 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:86 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=703/0-5-8 (min.0-1-8),16=707/0-4-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2692/0,3-4=-2692/0,4-5=3436/0,5-6=-3436/0,6-7=-2356/0,7-8=-2356/0,8-9=-2356/0 0ONIO p_ BOT CHORD 15-16=0/1593,14-15=0/3291,13-14=0/3043,12-13=0/2356,11-12=0/1654 ��p WEBS 7-13=0/340,8-12=560/0,2-16=1711/0,2-15=0/1180,4-15=643/0,6-14=0/472,6-13=865/0,9-11=-1764/0, G0S �0 WASlir, 9-12=0/1032 �,S f w Q. d NOTES- y F- 9 1,1 1)Unbalanced floor live loads have been considered for this design. 11111.) 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. i r 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 .p r9' \ 4963 )_, Q be attached to walls at their outer ends or restrained by other means. .P „4)CAUTION,Do not erect truss backwards. �+<,s��rIS I ERG S LOAD CASE(S) Standard -'ONAL ti� ���Eo P RD ``rN tJG I N FFR /p29 87* 2PE (%),, % 0 N <U T OREGO 95;-. dor, BER A\�Q' A. HE� EXPIRES:06/30/2015 September 19,2014 . f 9 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEKREFEREAJ PAGE td1I.7413 ma 1/29/2014 BEFORE USE • Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. - Applicability of design parameters and proper incorporation of component 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 M Frei('erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabncation,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,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 It Southern Pine(SP)lumber is specified,the design values are chose effective 06/01/2013 by ALSC r Job Truss Truss Type Qty Ply LH R42857287 PL14-250 UPPER F06 FLOOR 7 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MrTek Industnes,Inc. Fri Sep 19 07:48.09 2014 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-pC IJ DH L6SvhN P U R80_fH I EKfguJx83gTFUnH J Syc61 K 1 1-6-0 1-1-6 1 I 1-2-0 1 1 Q-6-14 1 ( 1 1.5x3 I I 2 3x4= 3 1.5x3 II 4 3x4= 5 1.5x3 II Scale=1:9.6 o . . e e \\IL 10 T q 1.5x3 = 3x4 = 1.5x3 II S 9 8 7 3x4= 3x6= I 4-11-12 4-11-12 Plate Offsets(X.Y)— [4:0-1-8,Edgej.[8:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.02 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.10 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:24 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-12 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. (lb/size) 6=257/0-5-8 (min.0-1-8),9=264/Mechanical 1 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-261/0,3-4=-261/0 1410,NI0 /G, BOT CHORD 8-9=0/287,7-8=0/261,6-7=0/261 F� `�Y WEBS 2-9=-341/0,4-6=-436/0 GOA�QV;WE1S NOTES- ,Q. 44.,,,i; �O . , tor, 1)Unbalanced floor live loads have been considered for this design. , c ~ N 2)Refer to girder(s)for truss to truss connections. i 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. Lr 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 toy X9639 <{r� be attached to walls at their outer ends or restrained by other means. • 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ‘-1.4,.., S'.1.0NALe I �a 0 P R,op�ss ��\� SN INFER io9 870 2PE r yN N, N �A,,.OREG• (yam Oft/ 90 cc,1,/sER \1 OS A. Hec, EXPIRES:Q6/30/20115 September 19,2014 I _ I - ®WARN7hG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MILER REFERENCE PAGE 6171.7413 fee 1/29/2014 BEFORE USE Design valid for use only with Mitlek connectors.This design is based only upon parameters shown,and is for an individual building component. Ml' - Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ■. - is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/1811 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 M Southern Pine(SPt lumber is specified,the design values are those effective 06/01/2013 by ALSC 6, 1 Job Truss Truss Type Qty Ply LH R42857288 PL14-250_UPPER F07 FLOOR 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fn Sep 19 07.48 10 2014 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-HOJiRdMkDDpE0e0KahAWFStgSHVOtOtdU8Xgrvyc6l J - 0-1-8 - H I 2-6-0 I 1 1-11-1 II 1-2-0 110-10-5 I - Scale=1:34.5 1.5x3 I I 1.5x3= 3x6= 1.5x3 II 3x4 = 1.5x3 I I 3x4= 1.5x3 I I 1.5x3 I 14x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 17 -, 0,00 1441114444111%.404441 / lo! • 15 14 13 12 1'I 3x6 = 3x8= 3x6= 3x4= 4x4= 3x4= I 1910-0 I 1910-0 Plate Offsets(X,Y1— [12:0-1-8,Edgel.[13:0-1-8,Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/def) L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.40 13-14 >590 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.64 13-14 >369 360 BCLL 0.0 Rep Stress lncr YES WB 0.61 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:87 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) 16=716/0-5-8 (min.0-1-8),11=720/0-1-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2779/0,3-4=-2779/0,4-5=-3568/0,5-6=-3568/0,6-7=-2367/0,7-8=-2367/0,8-9=-2367/0 01ONIO�� BOT CHORD 15-16=0/1658,14-15=0/3402,13-14=0/3205,12-13=0/2367,11-12=0/1665 WEBS 7-13=0/303,8-12=-624/0,2-16=-1770/0,2-15=0/1203,4-15=-668/0,6-14=0/434,6-13=-983/0,9-11=-1787/0, O% O0"WASp,- 9-12=0/1089 G if w `�C.j y F:. ox tvt NOTES- N 1)Unbalanced floor live loads have been considered for this design. \+J 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. i 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Kt, • 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. Strong backs to ' 49639 tV� be attached to walls at their outer ends or restrained by other means. 0�� +IS TFR� 5)CAUTION,Do not erect truss backwards. S G SIONALtit1 LOAD CASE(S) Standard ' 2 �" 87022PE � N � yAj OREGO <v 9� AM1Q OB.ER \ ki 'i\AHE EXPIRES:06/30/2015 September 19,2014 1 I ®WARNING-Verify design parameters and READ P.O TFS ON IBIS AND INCLUDED MI7EK REFERENCE PAGE MIT-7473 retc 1,129/2014 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. la- Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Wel(erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabncation,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,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 H Southern Pine(SP)lumber is specked,the design values are those effective DS/0112013 by ALSC t Job Truss Truss Type Qty Ply LH R42857289 PL14-250 UPPER F08 FLOOR 8 1 Job Reference(optional) Pacific Lumber 8.Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fn Sep 19 07'48 11 2014 Page 1 ID D77YEet67PxTKnalk8g6gGyt8XQ-Ibt4ezNM_VV7x5eobW7OhInfPsBhsgcsnmioGONLyc61I I 2-6-0 1 1-3-4 II 1-?-0 1 t - -1 Scale=1:32.8 - 405= 1.5x3 H 3x6= 1.503 I I 3x4= 1.503 I I 3x4 = 1.503 I I 1.5x3 II 1.503 I I 1 2 3 4 5 6 7 8 9 10 0 - ° 0 0 '_ °e c-1 o kf :f 1. 15 14 13 12 11 3x4= 3x8= 3x6= 3x4= 404= 3x4= 14-10-4 15-6-12 I 14-1-12 14 ass-4 8-100 14-1-12 0- 0-7-0 3-3-4 0-7-0 0-1-8 Plate Offsets(X.Y1— 112:0-1-8,Edge].113:0-1-8.Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (Loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.78 Vert(LL) -0.32 13-14 >705 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.50 13-14 >446 360 BCLL 0.0 Rep Stress Ina- YES VVB 0.57 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:83 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) 16=686/0-1-8 (min.0-1-8),11=686/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2584/0,3-4=-2584/0,4-5=-3217/0,5-6=-3217/0,6-7=-2125/0,7-8=-2125/0,8-9=-2125/0 , ONIO ite BOT CHORD 15-16=0/1539,14-15=0/3127,13-14=0/2768,12-13=0/2125,11-12=0/1581 WEBS 7-13=0/380,8-12=-669/0,2-16=-1652/0,2-15=0/1121,4-15=-583/0,6-14=0/524,6-13=839/0,9-11=-1697/0, 0% Oo W 9-12=0/1012 ��4' �pt G')O `7r� ti F y tilNOTES- h N 1)Unbalanced floor live loads have been considered for this design. y' ;. 2)Refer to girder(s)for truss to truss connections. ..7 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. .d �'' 4k' 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. "f .4, 49639 ,59 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strong backs to xt' -GISTER� be attached to walls at their outer ends or restrained by other means. -sSlorrAL �' LOAD CASE(S) Standard c�`���Os\G N EFd9 s�o 2 �� 871 2PE 9 N tN yCCN Aj,.OFREGO rte 0 4/ 'AO AMBER 11 On A. Hey, �P EXPIRES:06/30/2015 September 19,2014 4 _ $ - ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIIEKREFERENCE PAGE MII.1413 me 1/29/2014 BEFORE USE * Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. ( - Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Mil 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,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 M Southern Pine ISP)lumber is specified,the design values are those effective06/01/2013 by ALSO 5 Job Truss Truss Type Qty Ply LH R42857290 PL14-250_UPPER F09 FLOOR 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industnes,Inc. Fri Sep 19 07.48:12 2014 Page 1 ID D7?YEet67PxTKnalk8g6gGyt8XQ-DnRSsJ0_Ig3yGyAih6D_KtyAj5LcL0uwxS0xwnyc61H 1 2-2-3 1 1 1-2-0 1 1 0-10-5 I 2-6-0 I - Scale=1 13.7 1.5x3 I I 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 3x4= 5 L ait k----• e e 3x4= 9 8 7 6 1.5x3 II 3x4 = 304= I 2-5-3 1 3-0-3 1 3-7-3 319-111 7-2-8 2-5-3 0-7-0 0-7-0 0-1- 3-5-13 Plate Offsets(X,Y)— [2:0-1-8 Edge].[7:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.03 6-7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.05 6-7 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.19 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:33 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) 9=390/Mechanical,6=390/0-1-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-667/0,3-4=-667/0 1ONIO BOT CHORD 8-9=0/667,7-8=0/667,6-7=0/687 eS` ,p WEBS 2-9=-727/0,4-6=-738/0 0% O4;WAS44P,, NOTES- G FQ11. �� it,, C,A d 91 1)Unbalanced floor live loads have been considered for this design. r7 N 2)Refer to girder(s)for truss to truss connections. /. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. ? ) 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. .0 f '! 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strong backs to f5_ $ 49639, w • be attached to walls at their outer ends or restrained by other means. .� �ISTE9- LOAD CASE(S) Standard SSIDNAL,06 PR,ps, bN+ ERs /o04G � �`� 9 87022PE y SAT.GREG N vac;Q<vN 9O �M8ER 1\ OS A. HEp'tJP EXPIRES:06130/2015 September 19,2014 I ■ ®WARNING-Verify design parameters and READ PATES ON THIS AND INCLUDED MUER REFEREACE PAGE M11-7413 rex 1/29/2014 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 parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 ff Southern Pine ISP)lumber is specified,the design values are these effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply LH R42857291 PL14-250_UPPER F10 FLOOR 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Sep 19 07.48:12 2014 Page 1 ID:D7?YEet67PxTKnalk8g6gGyt8XQ-DnRSsJO_Ig3yGyAih6D_Kty2g5BRLIjwxSOxwnyc6l H I 2-6-0 i i, 1-3-8 II 1-2-0 II 0-11-8 1 0-01.8 Scale=1:33.5 - 1.5x3 II 1.5x3 II 3x6= 1.5x3 I I 3x4 = 1.5x3 II 3x4 = 1.5x3 II 1.5x3 I I 4x5= 1.5x3= 1 2 3 4 5 6 7 8 9 10 . 1'2� o ee e° e t), 1. 15 14 13 12 3x4= 3x8= 3x6= 3x4 = 4x4 = 3x6 = I 19-3-8 I 19-3-8 Plate Offsets(X.Y)— [12:0-1-8.Edge],03:0-1-8.Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.72 Vert(LL) -0.34 13-14 >665 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.54 13-14 >421 360 BCLL 0.0 Rep Stress Ina- YES WB 0.59 Horz(TL) 0.07 11 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 10-0-0 oc bracing. REACTIONS. (lb/size) 11=696/0-5-8 (min.0-1-8),16=700/0-1-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2658/0,3-4=-2658/0,4-5=-3366/0,5-6=-3366/0,6-7=2320/0,7-8=-2320/0,8-9=-2320/0 oZONIO p,, BOT CHORD 15-16=0/1576,14-15=0/3238,13-14=0/2952,12-13=0/2320,11-12=0/1634 �C WEBS 7-13=0/365,8-12=-549/0,2-16=-1692/0,2-15=0/1161,4-15=-623/0,6-14=0/495,6-13=-829/0,9-11=-1743/0, OS pk.WAS,�,� 9-12=0/1009 C' �s� Gj d NOTES- J N 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. ?�r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ..p �' ,,4' 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 'f 49639 k/ be attached to walls at their outer ends or restrained by other means. 0�� 'ISTER� 5)CAUTION,Do not erect truss backwards. S`SjO1VQLL0G LOAD CASE(S) Standard • F c.O PR•OFes �, � -co NEERs/Q27,___ 4L-- 80 � - CP „v N �,oi,.OREGO (t) _iv �O 4'44 s.1 \' \ ka 4. Heck EXPIRES:Q6130/2015 September 19,2014 4 P - ®WARNING-Verity design parameters and READ PATES ON MIS AND INCLUDED NITER REFERENCE PAGE M11.7473 sett 1/29/1014 BEFORE USE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component.' Applicability of design parameters and proper incorporation of component 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,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(5P)lumber is specified the design values are those effective 06/01/201.3 by ALSC ..r Job Truss Truss Type Qty Ply LH R42857292 PL14-250_UPPER Fl1 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industnes,Inc.Fri Sep 19 07:48:13 2014 Page 1 ID:D77YEet67PxTKnalk8g6gGyt8XQ-hz?g3fOcV88pt5lvFpkDt4VMKVhT4tk3A61USDyc61 G - I 0-10-3 I I 1-2-0 1 1 0-10-5 1 2-6-0 1 - Scale=1:11.3 3x4 = 1 1.503 ll 2 31.5x3 II 4 3x4= 5 1.5x3 II L m +e - e e e ' e 1.5x3 11 3x4= 9 8 7 6 3x4= 3x4= 1-1-3 I 1-8-3 I 2-3-3 2)4-11 5-10-8 I 1-1-3 0-7-0 0-7-0 0-1-l� 3-5-13 Plate Offsets(X.Y1— [2:0-1-8,Edgej.[7:0-1-8.Edge[ LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.02 6-7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.04 6-7 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.09 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:28 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-8 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) 9=211/Mechanical,6=211/0-1-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 6-7=0/328 `^cONIO WEBS 2-9=-347/0,4-6=-352/0 P, c' OF;WA$ 1p, NOTES- G ,,,,-N, C 71, 1)Unbalanced floor live loads have been considered for this design. . PT (� ': 'O� 2)Refer to girder(s)for truss to truss connections. c, N 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. i • 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ?er 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to .4 ��! 49639 be attached to walls at their outer ends or restrained by other means. O .Q 4V • ,P�, +ISTER 4' LOAD CASE(S) Standard SSIONAL 6 �``9 c P R,OFFss �c.. �CCo NG[NEF'Y /o1"... 8 • 2PE i N tcV -y �Aj,.OREGO ryo L O 9O 'M8ER 11 os A. HE0 EXPI RES:06130/2015 September 19,2014 _ 4 r A WARMNO-Verity design parameters and READ NOTES ON IRIS AND IMIUDED MITER REFERENCE PAGE NII-1473 rem 1/29/2011 BEFORE USE Design valid for use only with Mitek connectors.This design is based only upon parameters shown.and is for an indMdual building component. E• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M iTek• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing.consult ANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine(SP)lumber is specified.the design values are those effective 06/01/2013 by ALSO It Job Truss Truss Type Qty Ply LH R42857293 PL14-250 UPPER F12 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Sep 19 07:48:14 2014 Page 1 ID:D77YEet67PxTKnalk8g6gGyt8XQ-9AZCH?PEGRJgVFJ5pXFSPI1 RUwVpEICOmV2_gyc61 F 0-1-8 H I 1-0-11 I I 1-2-0 1 10.5-9 1 I 1-9-0 I Scale=1:18.2 - 1.5x3 II 1.5x3= 3x4 = 1.5x3 II 3x4= 1.5x3 I I 3x4 = 1.5x3 II 1 2 3 4x4=4 5 6 7 8 0 o ® e o o \\— — 0 0 0 o b 13 12 11 a 10 1.5x3 I 1.5x3 I I 4x5= 3x5= 3x6= 3x4 = I 10-6-12 I 10-6-12 Plate Offsets(X.Y1— [2:0-1-8,Edgel.[3:0-1-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.07 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.60 Vert(TL) -0.11 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:50 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except _ BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. - WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=564/0-5-8 (min.0-1-8),9=571/0-4-0 (min.0-1-8) FORCES. (Ib)-Max.Camp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-841/0,3-4=-1287/0,4-5=-1287/0,5-6=1374/0,6-7=-1374/0 oZONIO k, BOT CHORD 13-14=0/841,12-13=0/841,11-12=0/841,10-11=0/1491,9-10=0/872 `V WEBS 2-13=0/277,3-12=-416/0,2-14=-1083/0,7-9=-996/0,7-10=0/573,4-11=389/0,3-11=0/898 oc, pv:� NOTES- 1 F 'S .: O,j, tri 1)Unbalanced floor live loads have been considered for this design. N 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. i 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. Strong backs to s_.-/!r be attached to walls at their outer ends or restrained by other means. ,.4 ' 63444. , • 4)CAUTION,Do not erect truss backwards. �A .4),,4963_7_,Y,,-, LOAD CASE(S) Standard .`rSIC)NALE�6 5<<—. 0NEF�0.0/O c: '4 2 . �� 87022PE •• r � N ySATOREG N c1� 41) 'A0 AMBER .0 OS A. HE��P EXPI RES:06/30/2015 September 19,2014 I I - ®WARNING-Verify design parameters and READ NOTES ON IBIS AND INCLUDED NITER REFERENCE PAGE 1,111.7473 reg 1/19/2011BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. i, - Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown `.Y` - 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,005-89 and BCSI Building Component 7777 Greenback Lane,Sune 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 H Southern Pine(SP)lumber is specked,the design values are those effective 06/01/2013 by ALSO It Job Truss Truss Type Qty Ply LH R42857294 PL14-250_UPPER F13 FLOOR 6 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Induslnes,Inc. Fn Sep 19 07'48'14 2014 Page 1 ID.D7?YEet67 PxTKnalk8g6gGyt8XQ-9AZCH?P EGRJgVFJ5pXFS P 11 QAvuhpGj COm V2_gyc61 F • 0-1-8 H I 1-0-11 1 1 1-2-0 I I 2-49 11 2-6-0 I - Scale=1 18.0 1.5x3 I I 1.5x3= 304= 1.5x3 H 3x4 = 1.5x3 II 1 2 3 3x4= 4 5 6 m sr ® ® o 0 — m i2 0 -- e e� :-._ e� a ep 1.5x3 II 1.5x3 II 3x6= 3x6= 3x4 = 10-5-4I I 10-5-4 Plate Offsets(X.Y)— [2:0-1-8,Edge].I3:0-1-8,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 0.54 Vert(LL) -0.13 8-9 >980 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.19 8-9 >653 360 BCLL 0.0 Rep Stress lncr YES WB 0.37 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:47 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except _ BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=558/0-5-8 (min.0-1-8),7=564/0-2-8 (min.0-1-8) FORCES. (Ib)-Max.Camp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-904/0,3-4=-1554/0,4-5=1554/0 ., ONIO BOT CHORD 10-11=0/904,9-10=0/904,8-9=0/904,7-8=0/1124 ,p, WEBS 2-10=0/323,2-11=-1165/0,5-7=-1207/0,5-8=0/461,4-8=-321/0,3-8=0/720 Go �p4;W r, W NOTES- 1 . 4;, O' 1)Unbalanced floor live loads have been considered for this design. N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. `/ • 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/-PI 1. -7, 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 ,.d `tf5 be attached to walls at their outer ends or restrained by other means. /5„, 4, 49639,...‹ ,..<4, 5)CAUTION,Do not erect truss backwards. `e ' fST- LOAD CASE(S) Standard �SSjONAi ���ED P R,oFFss c��\� ANG,N EF 5 /�2 870 2PE r N e �Aj, OREGO (yam 4N 90„ ii,/SER \1 �O OS A. HE % EXPIRES:06/30/2015 September 19,2014 . 1 I ®WARNIM3-Verify design parametnand READ MOTES ONTHIS AND IEElUDEDMEN REFERENCE PAGEMII-1413 rem 1/29/2014 BEFORE USE Design valid for use only with Miifek connectors.This design is based only upon parameters shown,and is for an individual building component —- - - Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability dunng construction is the responsibillity of the Mire 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(5P)lumber is specified,the design valves are those effective 06/01/2013 by ALSC Symbols y Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 3/" Center plate on joint unless x,y lD Y a offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury r�EMDimensions are in ft-in-sixteenths. rilk Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing,is always required. See BCSI. TOP CHORDS 0_1/f 6" 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves LI! W EBS may require bracing,or alternative Tor I _ llii O .. p bracing should be considered. rip O p l Oz 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. EL 1- 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 'da' 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 *Plate location details available in MiTek 20/20 CHORDS AND E SBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that -. Indicated by symbol shown and/or SYP represents values as published specified. bytext in the bracingsection of the by AWC in the 2005/2012 NDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at Output. Use T or bracing with effective date of June 1,2013 spacing indicated on design. If indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek® Rights Reserved approval of an engineer. (ilMii0 reaction section indicates joint MIIIM MEM number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. lle project engineer before use.18.Use of green or treated lumber may pose unacceptable ►=� environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone iPlate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. snot sufficient. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with p lie k� g 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.01/29/2013 G 0' .,J MiTek USA, Inc. / CompuTrus Software Warnings & General Notes WARNINGS: 1. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 2. 2x4 compression web bracing must be installed where shown +. 3. Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer. 4. No load should be applied to any component until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied to any component. 5. CompuTrus has no control over and assumes no responsibility for the fabrication,handling,shipment and installation of components. 6. This design is furnished subject to the limitations set forth by TPI/WTCA in BCSI,copies of which will be furnished upon request. GENERAL NOTES, unless otherwise noted: 1. This design is based only upon the parameters shown and is for an individual building component.Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. 2. Design assumes the top and bottom chords to be laterally braced at 2'o.c.and at 10' o.c. respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC)and/or drywall (BC). 3. 2x Impact bridging or lateral bracing required where shown++. 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for"dry condition"of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic connector plate design values see ESR-1311, ESR-1988(MiTek). P.J P&p., `.v PRO fits. • T �! =Y • �, JA, r' , - 1 o r rr.,• 1),t .1 •.;.t;s z x s,1 i a i, 1. :()RAN�,: 4.,0 1sT�R� . , ``Y J Ot\�' ; l�gf r 3 r, OP/ /I� ' 0.- SIONA1 ; EXPIRES 6/30115 1//11111 Illi This design prepared from computer input by PACIFIC LUMBER-BC LUMBER SPECIFICATIONS TRUSS SPAN 20'- 8.0" ICOND. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing.] TC: 2x4 DF #1&BTR LOAD DURATION INCREASE = 1.15 BC: 2x4 DF #1&BTR SPACED 24.0" O.C. Design conforms to main windforce-resisting system and components and cladding criteria. TC LATERAL SUPPORT <= 12"0C. UON. LOADING BC LATERAL SUPPORT <= 12"0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF Wind: 140 mph, h=15ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, DL ON BOTTOM CHORD = 10.0 PSF (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), Connector plate prefix designators: TOTAL LOAD = 42.0 PSF load duration factor=1.6, C,CN,C18,CN1B (or no prefix) = CompuTrus, Inc Truss designed for wind loads M,M2DHS,M18HS,M16 = MiTek MT series LL = 25 PSF Ground Snow (Pg) in the plane of the truss only. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Gable end truss on continuous bearing wall UON. REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. M-1x2 or equal typical at stud verticals. Refer to CompuTrus gable end detail for BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP complete specifications. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 10-04 10-04 1' T T 12 IIM-4x4 12 5.001/ 3 5.00 o M 3x6(S) � �tp 7-67c,GINEWOM-3x4 � . 4" N/Z/T 9t.:t �.PE . -,;:71110,..•1' "7-01-04 13-06-12 i' -4. , OREGQ}V tx <v/ 1-06 20-08 /O ./k-9Q1., 2.oN P4 MER R)I..\-. JOB NAME : LENNAR 3180-A BAINBRIDGE - Al Scale: 0.3707 EXPIRES:12/31/2015 WARNINGS: GENERAL NOTES,unless otherwise noted: 'GRRILL& 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual Truss: Al and Warnings before construction commences. building component.Applicability of design parameters and proper �� �O WASA., J� 2.204 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. C 3.Additional temporary bracing to insure stability during construction 2. Design assumes the top and bottom chords to be laterally braced at Q 'T yt, j� DES. BY: MJ is the responsibility of the erector.Additional permanent bracing of 2'c.c.and at 10'o.c.respectively unless braced throughout their length by ti 4 ' continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). r! - `. DATE• 7/21/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ ' 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. /-� �1. ` SEQ. : 6001880 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, design loads be applied to any component. and are for"dry condition"of use. „ , 0i � TRANS I D: 403958 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or wedge if '� ' ..AA necessary. 'I- ,?,51398A„�vw fabrication,handling,shipment and installation of components. cVS', , 1S'I'E 7.Design assumes adequate drainage is provided. �. C R 6.This design is furnished subject to the limitations set forth by 8.Plates shall be located on both faces of truss,andplaced so their center 11011 1 I III 1111 I�I II I II II TPI/VVI-CA in BCSI,copies of which will be furnished upon request. lines coincide with joint center lines. '. X. Ilh 9. Digits indicate size of plate in inches. s I�NAL�I MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) T