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Report /rocs ?-?,Ul S=0o 171 . 9-1/4"OPEN WEB JOISTS @ 24"O.C. ` 0� ��• + 0 I--I LENNAR a 1 2892A MARQUAM u PL14-233 MAIN H FOti10/132014 F01 I, • ,I P rod u cts o. PIotID Length Product Plies Net Qty 1 1 Foa' ,1 Os-- BM5 8-00-00 BB01 DF No.2 1 1 sa F05_- BM2 7-00-00 BB01 1 1 04 FO - BM4 6-00-00 BB01 1 1 BM3 5-00-00 BB01 1 3 04' i+, 05 BM1 4-00-00 BB01 1 2 F04 54 �� F05 ' F04 F05 ]BM1] IBM21 1 ALL BEAM SIZES PER ARCHITECT/ENGINEER I • F02 I BKl=BLACKING RMl m RIM BOARD ACCESSORIES QTY I . 2X10 DF#2&BTR FOR SHEAR BLOCKING 12' iiituI SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I II HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.' F02j I FLOOR LOADING •I " 40 LL 15 DL 111=111111031 pill1111.11 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA] a li M3 ^ I REFER TO STRUCTURAL PLAN FOR ADDITIONAL L�J � POST TRANSFER BLOCKING I! F021 ili, AND SHEAR BLOCKING REQUIREMENTS. F02I1MIE= SINGLE TOP CORD BEARING F02I1111M111111 r. • -iii C _ �;1 1 I F03 I F03 Pacii lumber .9 c rl & TRUSS \ COMPANY = • _I F03 O \\\1 9-1/4"OPEN WEB JOISTS @ 24"O.C.r F01 LEN NAR 2892A MARQUAM FOT 1F01 I PL14-233 MAIN H I. 1 0/1 31201 4 IF01 II FOb y F04 y Aµ Products F05 05 F04 PIotID Length Product Plies Net Qty BK1 16-00-00 2x10 DF No.2 1 1 F05 F04 s BM5 8-00-00 BB01 1 1 05 I oa z BM2 7-00-00 BB01 1 1 BM4 6-00-00 BB01 1 1 Fos Y Foa BM3 5-00-00 BB01 1 3 I PI BM1 4-00-00 BB01 1 2 F05 F04 F05 F04 . ( �I FOE ___________F04 s I'.ed. ucYl I F02 ALL BEAM SIZES PER ARCHITECT/ENGINEER I BK1-BLOCKING ,. RM1..RIM BOARD s 1.1111111.11=F02 I ACCESSORIES QTY '72 iI 2X10 OF 82&BTR FOR SHEAR BLOCKING 12' • • IIi'ja IF02 I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I N �FO2 I HvAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I II u FLOOR I OADINf F02 40 LL r� I N IF02 O I 15 DL it... . ■ FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' •: ;. � 7 F �_. _ !�� I y• REFER TO STRUCTURAL PLAN FOR ADDITIONAL I'l�IFD2 I POST TRANSFER BLOCKING �► AND SHEAR BLOCKING REQUIREMENTS. MIE 1F02 I; PO4 swcLE TOP CORD BEARING • F02 I F03 a .. . .__._.. I F03 I� F03 I Pacific umber F03 & TRUSS COMPANY -. i mile MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-233 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: R43015572 thru R43015576 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. P_p P R OFFS ■5 NGIN4-.R 'S/0'G `Z� 87 2 P 9` N SAT OREGON c 0 -418ER 'V\ NO OS A. HEY° EXPIRES:06/30/2015 October 13,2014 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: PL14-23 3_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: R43015572 thru R43015576 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. �-cONIO /,,,p,y, , 04 WASH, WW �` ClS7'ER Fi��i.Lti�G • October 13,2014 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. 0 Job Truss Truss Type Qty Ply LENNAR R43015572 PL14-233_MAIN_H F01 Floor 4 1 Job Reference(optional) _ • Pacific Lumber 6 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Oct 13 13'.15_.08 2014 Page 1 ID.DckOXxdfingu?pI KVs64f djz_Utw-g6KDTf7a6wjrzCOTFPz?jg200Y7k2MxJthmzixyTnun 0.6.8 t-1 1-2-0-0 1 10-8-0 i /0-8.8 1 p 6B1 Sr • tale-1:34.2 1.5x3 II 1.5x3 II 3x4= 1.5x3 I I 405=3x4 I I 485= 34 FP= 3x4= 1.5x3 I I 3x5= 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 i 1 = ;i�'-� -1 j� b ti" - 11 1 1 (b d a = d 20 19 18 17 0 15 14 13 1.5x3 I 3x8= 3x8= 3x6 FP= 308= 308= 308= 1.5x3 II 0-10-0 6 B 9-7-0 9 1911-0 9.5.8 0-6.8i 9-0-8 0-` 91-0 -6-8 I 0-1-8 Plate Offsets(X,Y)-- f1:0-1-8,Edge1,f5:0-2-5,Edeel,f7:0-1-6,Edge1,/12:0-1-8,Edgel,f15:0-3-8,Edgel,/18:0-2-12.Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.06 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.10 14-15 >999 360 BCLL 0.0 Rep Stress Inc( YES WB 0.74 Horz(TL) -0.01 12 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.18Btr(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=391/0-6-0 (min.0-1-8),16=1276/0-3-8 (min.0-1-8),12=394/0-6-0 (min.0-1-8) Max Gray 1=436(LC 3),16=1276(LC 1),12=438(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. , tONIO TOP CHORD 1-2=-1209/0,2-3=-1209/0,3-4=-859/325,4-5=-859/325,5-6=0/1717,6-7=0/1717, 7-8=-882/307,8-9=-882/308,9-10 0-882/308,10-11=-1216/0,11-12=-1216/0 OS O� 1AS�t BOT CHORD 18-19=-35/1342,17-18=-984/0,16-17=-984/0,15-16=-938/0,14-15=-22/1358 ,� ti� C>, WEBS 1-19=0/1248,2-19=-253/0,3-18=-654/0,5-18=0/1461,5-16=-960/0,12-14=0/1255, h� H,, O� 11-14=-252/0,10-15=-645/0,7-15=0/1448,7-16=-992/0 N NOTES- /3r 1)Unbalanced floor live loads have been considered for this design. 49639�p 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/1P11. 171t �F � w� 3)Recommend 2x6 sirongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to +<� C/S be attached to walls at their outer ends or restrained by other means. SSIOIVA1,ti�G 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 ••� Q PROFk-, �� � G,INEF9 �o CD N 2 4/./ 8 12PE (�r N - >" N y �Aj, OREGO rL5 Q 'AO• EMBER '0 C� �S Al. H O:k EXPIRES:06/30/2015 October 13,2014 A W4RJ/RrG-Verify design pal-ante ors and READ N)TES ON MIS AND T.YC1UCED MITER REFEREMT PAGE R11-7473 sec 1/29/2014 BEFORE USE • Design valid for use only with MTek connectors.This design is based only upon parameters shown.and Is for an individual building component. 1111 • Applicabl'ity of design parameters and proper Incorporation of component is responsbility of building designer-riot buss designer.Bracing shown is for lateral support of individual web members only.Additionol temporary bracog to insure stabi'iy during construction is the responubilliy of the MiTek' erector.Additional permanent bracing of the overoll structure is the responsibility of the building designer.for general guidance regarding - fabrication.quality control,storage.delivery.erection and bracing,consul! ANSI/IPII Quolty Criteria,058-89 and BCSI Building Component 7777 Greenback Lane.Suite 109 Safely Information available from Truss Plate Instilute.781 H.Lee Street,Suite 312 Alexandria.VA 22314. I Citrus Heights,CA,95010 If Southern Pine f SP)lumber Is specified,the design values are those effective 06/019013 by ALS( A Job Truss Truss Type Qty Ply LENNAR R43015573 PL14.233 MAIN H F02 Floor 11 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Oct 13 13:15:09 2014 Page 1 ID:OckOXxdfingu?pIKWG4fdjz_Utw-Ilubg_7DIDrhbMbfo7UEG1 b8uyTznpET5LWMiNyTnum 0-6-8 I—(1 2-0-0 I 10-8-8 1 10-08) sp.6.9 tale=1:34.3 1.5x3 II 1.5x3 I I 3x4= 1.5x3 I I 4x5= 3x4 II 4x5 = 3x6 FP= 3x4= 1.5x3 I I 3x5= i 3x5= 2 3 4 5 6 7 8 9 10 11 12 ei.m■ww■w■w .,mow . ∎chin .. w■ii■_.=-- � WI 20 19 18 17 4 4 15 14 13 1.5x3 I I 3x8= ' 34= 3x6 FP= 308= 3x8= 308= 1.5x3 I I 9-10-8 P0:68:981 9-7-8 9.1�Q 18-11-8 �9L�01 9-1-0 0-- 9.1.0 0-6-b 0.1-0 Plate Offsets(X,Y)-- 11:0-1-8,Edoe],15:0-2-7,Edgel,(7:0-1-6,Edoe],(12:0-1-8 Edge],1150-3-12,EdgeL-]18:0-2-12,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.06 18-19 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.10 18-19 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.74 Horz(TL) -0.01 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(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=393/0-6-0 (min.0-1-8),16=1279/0-3-8 (min.0-1-8),12=393/0-6-0 (min.0-1-8) Max Gras 1=438(LC 3),16=1279(LC 1),12=438(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. -ZSTONIO fjl� TOP CHORD 1-2=-1216/0,2-3=-1216/0,3-4=-879/315,4-5=-879/315,5-6=0/1726,6-7=0/1726, P 7-8=-880/315,8-9=-880/315,9-10=-880/315,10-11=-1216/0,11-12=-1216/0 GOc �O4 WASA.,C BOT CHORD 18-19=-29/1356,17-18=-953/0,16-17=-95310,15-16=-948/0,1415=-27/1357 s '� ft, T � WEBS 1-19=0/1255,2-19=-253/0,3-18=-64610,5-18=0/1454,5-16e-987/0,12-14=011255, h4 . '0 11-14=-252/0,10-15=-647/0,7-15=0/1450,7-16=-990/0 h N NOTES- iirI 1)Unbalanced floor live loads have been considered for this design. '� 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1. - �`•P� �49639�w 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 +k G/ST'ER be attached to walls at their outer ends or restrained by other means. �`sSZOj�1A1 ti�G 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 �E,p. PR 04-, t,-4,N..,.5 NGINEFR /029 87022PE y �Aj, OREGON rye <v 9O AMBER 1. a0 OS A. HO; EXPIRES:06/30/2015 October 13,2014 _ A 104MI,MG-Verify design parameters and READ NJ TES ON MIS AND LSCYUCED Mf IE(REFEREPKE PAGE 110.1413 rec 1/19/2014BEF0RE USE • Design valid for use only with Mg el,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 responsbaity of the boading designer.For general guidance regarding - fabrication,quality control.storage,defvery.erection and bracing,consult ANSI/TPN Quality Criteria.556.89 and SCSI building Component 7777 Greenback Lane,Suite 109 L Safety Inlormalion available from Truss Fate Institute,Its 1 N.Lee Street.Suite 312.Alexandria VA 22314. Citrus Heights,CA,95610 It Southern Pine DP)lumber IsspecMed,the de sl:ns,alues are those effective 06/01/2013 by ALSC 1 Job Truss Truss Type Qty Ply LENNAR R43015574 PL14-233_MAIN_H F03 Floor 4 1 ___ Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc.Mon Oct 13 13:15:10 2014 Page 1 ID.DckOXxdfingu?pl K W641djz_U tw-mUS_uKBreXzYDWASMq?ToF8MuMoC WHXcK?F4gpyTnul 0-6-8 . 1-1 I 2-0-0 1 1 0-10-0 1 1 0.8-8 1 i 0-6 8 Scale=1:23A 1.5x3 I. 305 = 4x5= 1.5x3 I I 3 x 4= 1.503 I I 3x5= i 3x4= 2 3 4 5 8 7 8 1_A-N∎M\�I�-di-w N��\■� Y . Y ii■_ Y . � �_ .. = d ► 1 14 13 rill 11 10 9 1.5x3 II 3x6= 305= 3x8= 308= 1.503 II 10-6-8 I 3-9.0 3-19.8 _.._ 12-11-8 )10-3-66.-08 I 0-5-8 32-8 0-1-8 9-1-0 Plate Offsets(X,Y)-- f1:0-1-8,Edge),f3:0-1-8,EdgeL f4:0-1-6,Edae),18:0-1-8,Edgel,112:0-1-12,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deb L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.05 10-11 >999 480 MT20 220/195 _ TCDL 10.0 Lumber Increase 1.00 BC 0.28 Verl(TL) -0.10 10-11 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.67 Horz(TL) -0.01 8 n/a n/a _ BCDL 5.0 Code IBC2012/TP12007 (Matrix) l Weight 56 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 purtins, except BOT CHORD 2x4 DF No.1&Btr(Ilat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (1b/size) 1=-34/0-6-0 (min.0-1-8),8=432/0-6-0 (min.0-1-8),12=1008/0-3-8 (min.0-1-8) Max Uplift 1=-157(LC 4) Max Gray 1=112(LC 3),8=437(LC 4),12=t008(LC 1) 0tONIO FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-21/671,2-3=-15/673,3-4=0/1152,4-5=-87710,5-6=-877/0,6-7=-1215/0, I7-8=-1215/0 BOT CHORD 12-13=1114/0,11-12=440/0,10-11=0/1355 ,. ,� Ct1 WEBS 3-12=-391/0,1-13=-698/17,3-13=0/716,8-10=0/1254,7-10=-252/0,6-11--519/0, _ N 4-11=0/1323,4-12=-922/0 NOTES- r��, �it \ 4963�w� 1)Unbalanced floor live loads have been considered for this design. � �F w 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. +<�, O1STER e 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 OSSIONAL n, 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. LOAD CASES) Standard ,,N, NGIN 90 CY 87022PE 1c /cv y �Aj, OREGO ry°O<C/ AO EMBER \\ •�. On A. H E_C EXPIRES:06/30/2015 October 13,2014 r i a WARNT!\i-Verity design paranutxs and READ N)TES ON THIS AND LICIUGED HITEK RFFEREEE PAGE 141 7473 re c 11729/2014 BEFORE USE Design valid for use only with MTek connecton.This design is based only upon parameters shown.and is for on individual buiding component. �� Applicabiity of design parameters and proper Incorporation of component is responsbility of building designer-not truss designer.Bracing shown is for aleral support of individual web members only.Additional tempaory bracing to insure stability during construction is the responsibilf,fy of the MiTek' erector.Additional permanent bracing of the overall structure Is the responsibility of the buiding designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing.consul) ANSI/IPII Quality Criteria,558.89 and BCSI Building Component 7777 Greenback Lane,Suite 109 L Safely Information uvaioLge Iron.Truss Plate Institute.78111.Lee Street.Suite 312,Alexandra.VA 22314. Gums Heghts,CA,95610 It Southern Pint(SP)lumber Is specified,th•duljn values Cr.those affective 06/03/1013 by A LS( Vs Job Truss Truss Type Qty Ply LENNAR R43015575 PL14-233_MAIN H F04 Floor 8 1 Job Reference tootionalt " Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jut 11 2014 MiTek Industries,Inc.Mon Oct 13 13:15:11 2014 Page 1 ID:DckOXx dfingliVIKW64fdjz_UtW-EhOM5g9TPr5P42wY WILSgU8170Fh7M2f7dMGyTnuk 0-6.8 F—I1 2-0-0 1 1 1-8-8 1 i 1-7-12 I Scale=1:36.4 - 3x4= 1.503 II 3x4= 1.50 II 3x6= 3x10= 1.5x3 II 3x6 FP= 1.5x3 II 304= 1.5x3 II i 3x5= 2 3 4 5 6 7 8 9 10 11 12 e t 20 19 18 17 16 15 14 13 1.5x3 I I 3x8= 3x8= 3x6 FP= 3x5= 3x10= 3x5= 3x4= g--6-8I 6-8 10-7-8 liltt--0 0-1- _ 20-10-12 10-1-0 8 10-1-12 __.... Plate Offsets(X,Y)— 11:0-1-8,Edge),(5:0-0-0,0-0-01.(6:0-3-0,Edgel,115:0-4-12,Edael.f16:0-1-8,Edgel,119:0-3-8,Edoel .__ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (IOc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.08 18-19 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.33 Vert(TL) -0.13 18-19 >956 360 BCLL 0.0 Rep Stress lncr YES WB 0.85 Horz(TL) -0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:88 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except _ BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=440/0-6-0 (min.0-1-8),16=1389/0-3-8 (min.0-1-8),13=422/0-1-12 (min.0-1-8) Max Gray 1=485(LC 3),16=1389(LC 1),13=474(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 010N10 TOP CHORD 1-2=-1387/0,2-3=-138710,3-4=-1351/182,4-5=-1351/182,5-6=0/1953,6-7=-301/741, r` 1 7-8=-302/741,8-9=-302/741,9-10=-1624/0,10-11=-1624/0 S Q vt. "W� BOT CHORD 18-19=0/1677,17-18=-689/243,16-17=-689/243,15-18=-1925/0,14-15=-269/1300, ��j >v, i. 13-14=0/1178 t� y "af�' f. WEBS 6-16=-771/0,1-19=0/1432,2-19=-253/0,3-19=-304/125,3-18=-487/0,5-18=0/1310, X. 5-16=-1711/0,11-13=-1235/0,11-14=-52/487,9-14=0/506,9-15=-1224/0,6-15=0/1672 \ NOTES- 404, 49639_�i,' 1)Unbalanced floor live loads have been considered for this design. .0 'PACE$j 2)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)13. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. `S'rjOj`jAt,- 6 4)Recommend 2x6 strongbacks,on edge,spaced 0110-0-0 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. ���Q PR OF�aS LOAD CASE(S) Standard c�,,„\ �NGINEF9�iO29 . k- 87022P1 V 0 "- I y 4>,OR. GON rp,4v O PP A. HE EXPIRES:06/30/2015 October 13,2014 4 a A 10ARNPKr-Verity design parameters and READ MESON THIS AND MIXED NITER REFFRFAI.7 PAGE 6111.7473 re s 1/29/2014 811O/1Ei/SE Design valid for use only with Mitch connectors.This design is based only upon parameters shown.and is for an individual buidxg component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown it for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 1t A Fret(erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding t V i IC fabrication,quality control,storage.debvery,erection and bracing.consult ANSI/IPII Quality Cdterta,D58-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information avaiabie iron Truss Hale lrutilute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Cirrus Heights,CA.95610 If bout h ern Pine ISPJ lumber Is specified,the design values are those eMactiva 06/03/1013 by ALSO __ 0 Job Truss Truss Type Qty Ply LENNAR R43015576 PL14-237 MAIN H F05 Floor a 1 _ Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Oct 13 13:15:12 2014 Page 1 ID:DckOXxdfingu?pI KW64fdjz_Utw-itakJ0A5A8DGSgKEUF2xugDhE9Ui_A0vnJk8uiyTnuj I 2-0-0 I 1(:,1C 4 oh 3,3 P-6 el • Scale=1:33.6 1.5x3 II 1.5x3 II 3x4 = 1.5x3 It 3x4= 1.5x3 II 4x6 = 4x5= 3x6 FP 3x4 - 1.5x3 II 3x5— 1 2 3 4 5 6 7 8 9 10 111 12 i Woo ,_ 1 � 1 i 7 a i- -1 1 — 1 Il .. .r. 6.11 d a S S 0 2s 19 18 17 15 14 13 304= 3x5= 3x6 FP= 4x6= 34= 3x8= 308= 1.5x3 I I 4-4-4 9-�` 2 16-6-12 19-1-4 9-4-4 0-1-8 9-1-0 0-6-81 Plate Offsets(X,Y)-- 16:0-2-4,Edgel,17:0-1-6,Edaej,f12:0-1-8,Edgel,115:0-3-8,Edgel,116:0-1-12,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.06 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.10 14-15 >999 360 ' BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.01 16 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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 purfins, except BOT CHORD 2x4 DF No.18,Btr(8at) end verticals. WEBS 2x4 DF Stud/Std(fiat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 20=392/0-1-12 (min.0-1-8),12=394/0-6-0 (min.0-1-8),16=1269/0-3-8 (min.0-1-8) Max Gray 20=437(LC 3),12=436(LC 4),16=1269(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TONIO it TOP CHORD 2-3=-1393/0,3-4=-1393/0,4-5=0/753,5-6=0/754,6-7=0/1689,7-8=-866/297, S WASN�� 8-9=-866/297,9-10=-866/297,10-11=-1210/0,11-12=-1210/0 0 l)4 `4 BOT CHORD 19-20=0/1067,18-19=-291/955,17-18=-291/955,16-17=-1628/0,15-16=-945/0, •1 titi Nr GJ y 14-15=-15/1347 A. t,ri., O d WEBS 6-16=-631/0,2-20=-1118/0,2-19=-58/341,4-19=0/608,4-17=-1308/0,6-17=0/1079, h v ` N 12-14=0/1249,11-14=-252/0,10-15=-646/0,7-15=0/1450,7-16=-963/0 NOTES- ,c /�/ 1)Unbalanced floor live loads have been considered for this design. 4, 49639 w� 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)20. Or'f4 FC(SThR� k 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. SS/ONALV• 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. Slrongbacks 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. -r?5,0 PR OF4-n LOAD CASE(S) Standard cc" 870 NGINE - /02� 870 2PE r yRAJ, OREG N r1° �(// 'po FMBER 1\ a0 OS A. HE��P EXPIRES:06/30/2015 October 13,2014 __ r A ItARNPU-Verify dasipn pan lu tars and READ NJ 7ES CN THIS AND LM1l2ED M1TEK REFERENCE PAGE MI 1-7473 tee 1/29/201d 851E FUSE • Design valid for use only with Mitch connectors.This design Is based any upon parameters shown and a for an'vrdividual building component. Mil Applicabiffy 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 ternporory loosing to insure stabifily during construction is the responsibillity of the MiTek• erector.Additional permanent bracing of the overall structure is the responsibiityy of the building designer.For general guidance regarding - fobricotion,quality control.storage.delivery,erection and bracing.consult ANSI/TPI1 Quality Criteria.0511•139 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information avo?able from Truss Rote Institute,781 H.lee Street.Suite 312,Alexandria.VA 223,4. Citrus Heights,CA,95610 If Southern Pine(SP]lumber is specified,the designselues are those effective 06/01/2013 by MSC I Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION N 1 3/4" Center plate on joint unless x,y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Pam Dimensions ore in ft-in-sixteenths. Ilk Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. Q-1/T 6' 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 1 O hi p bracing should be bracing,onnsiderred.alternative Tor I E I� U 3. Never exceed the design loading shown and never OO stack materials on inadequately braced trusses. a 4. Provide copies of this truss design to the building e cea cs-a O P 9 9 For 4 x 2 orientation,locate � designer,erection supervisor,property owner and plates 0-" ' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from * CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ye Indicated by symbol shown and/or SYP represents values as published specified. by text in the bracing section of the by AWC in the 2005/2012 NDS SP represents ALSC approved/new values 13.Top chords must be sheathed or puffins 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. I 15.Connections not shown are the responsibifty of others. Indicates location where bearings (supports)occur. Icons vary but ©2012 M TekO All Rights Reserved 16.Do not cut or alter truss member or plate without prior ■M■ reaction section indicates joint approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. • MN. ►: 40 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, II./ ITS k® 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 r — — I • OF LENNAR 13-1/2" OPEN WEB JOIST @ 24" O.C. 2892AMARQUAM PL14-233 UPPER 10/150014 START FRAMING"ERE O ° Products M7__ _ ® ° PIotID Length Product Plies Net Qty 0 v _-& -y _ 4 5 T �- BM6 21-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 II , BM5 20-00-00 8 3/4"x 13 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 a ° LL LL LL LL! BM16 32-00-00 2X14 DF#2&BTR 1 1 m m BK1 21-00-00 2X14 DF#2&BTR 1 1 RM1 21-00-00 2X14 DF#2&BTR 1 1 RM1 18-00-00 2X14 DF#2&BTR 1 1 B7, -- ' � '-- -_- - ----`--' RM1 17-00-00 2X14 DF#2&BTR 1 1 V I ( I I I I RM1 12-00-00 2X14 DF#2&BTR 1 1 BM2 10-00-00 2X14 DF#2&BTR 1 1 I _ RM1 10-00-00 2X14 DF#2&BTR I °LL LL ti �u LL LL It ILL. ti IIL 2 2 _,X BM20 9-00-00 2X14 DF#2&BTR 1 1 �] A RM1 9-00-00 2X14 DF#2&BTR 1 3 LL LL LL ° LL BM3 7-00-00 BBO1 1 3 li RM1 6-00-00 2X14 DF#2&BTR 1 1 1, ' LL LL LL WI 1Im BK1 5-00-00 2X14 DF#2&BTR 1 1 BM9 5-00-00 2X14 DF#2&BTR 1 1 BM8 4-00-00 2X14 DF#2&BTR 1 1 I BK1 I ALL BEAM SIZES PER ARCHITECT/ENGINEER IRM11 :M3 --.I• -:M - BK1-BLOCKING F •�R •Ar - RM1.RIM BOARD 40 LL 15 DL 10 ACCESSORIES QTY 1 o o * IRM11 QA o LUS414 28 'i LL z 256 DF#2&BTR FOR RIBBON 38' CO 2X14 DF#2&BTR FOR SHEAR BLOCKING 26' -Th- © HUC410 1 LL LL U. 1 m REFER TO STRUCTURAL PLAN FOR ADDITIONAL OL, IPIIIIIIIII1 AND SHAR BOCKING REQUIR MENTS. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN II „ I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I d' i 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA] i IRM1I 2 2 0 0 0 0 LL LL LL LL LL LL 2 JOIST WITH RIBBON ix' Pacifi umber a I _ L a TRUSS COMPANY LENNAR 13-1/2" OPEN WEB JOIST @ 24" O.C. 2892A MARQUAM PL14-233 UPPER START FRAMING HERE 10/15/2014 5 Products ® o 0 0 �� -- IBM1I PIotID Length Product Plies Net Qty r f P P f BM6 21-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 a BM5 20-00-00 8 3/4"x 13 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 LL LL IDOL LL LL LL LL LL U°_ i� BM16 32-00-00 2X14 DF#2&BTR 1 1 92 N BK1 21-00-00 2X14 DF#2&BTR 1 1 RM1 21-00-00 2X14 DF#2&BTR 1 1 1_._AIL__A-__, 1 gll-LI° r c ___,__... ' BK1 RM1 18-00-00 2X14 DF#2&BTR 1 1 ""='ti`— =ice _ RM1 17-00-00 2X14 DF#2&BTR 1 1 j R BK1 14-00-00 2X14 DF#2&BTR 1 1 RM1 12-00-00 2X14 DF#2&BTR 1 1 BM2 10-00-00 2X14 DF#2&BTR 1 1 E O; O O OI O O O 2 2 LL, LL LL LL: LL LL LL LL1 LLLL RM1 10-00-00 2X14 DF#2&BTR BM20 9-00-00 2X14 DF#2&BTR 1 1 $ RM1 9-00-00 2X14 DF#2&BTR 1 3 LL LL LL LL LL LL _ BM3 7-00-00 BBO1 1 3 m o 0 0 0 RM1 6-00-00 2X14 DF#2&BTR 1 1 LL LL LL LL BK1 5-00-00 2X14 DF#2&BTR 1 1 BM9 5-00-00 2X14 DF#2&BTR 1 1 BM8 4-00-00 2X14 DF#2&BTR 1 1 BKt •—��- cBM3 BM3 - ALL BEAM SIZES PER ARCHITECT/ENGINEER IRM1l xt-eoc,clr� FLOOR I OADINr � ---� IRMt.RIM BOARD 40 LL n © 15 DL �T I 1 I- ACCESSORIES QTY IRM1I p p ® ® LU5414 28 M LL LL 2X6 DF tt2&BTR FOR RIBBON 38' ■ 2X14 DF#2&BTR FOR SHEAR BLOCKING 26' �� \._ 2 0 HUC410 1 I \LL LL LL I p IT T-1 .-- REFER TO STRUCTURAL PLAN FOR ADD'IONAL ,_c i:P._ , ... BM3 POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 ® I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I 'FLOOR DESIGNED TO MEET OR EXCEED LJ480 DEFLECTION CRITERIA u� lOLL Oi LL L l L. LL RM1 � I JOIST WITH RIBBON MI E I Pacifi V.umber c BOW e c & TRUSS '� COMPANY Ili 1 ./ tip MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL 14-233_UPPER Fax 916/676-1909 LENNAR The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under niy direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal: R43033405 thru R43033413 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. ..Do,NPR oFF -\(<-`' Gss F /LR 29 � 87022PE r N cv y �Aj, OREGON (19 O� �0 %ER a OSA HE \'' EXPIRES:06/30/2015 October 15,2014 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: PL14-233__UPPER 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: R43033405 thru R43033413 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. oTONIO 06 �NAS4,. k I rtC�( Kt. z4' 4, 4967:, k`r A CISTEK" SS ONALti,' Pb' October 15,2014 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. V Job Truss Truss Type Oty Ply LENNAR 843033405 - PL14-233 UPPER F0I FLOOR 4 1 Job Reference(ootignalt Pacific Lumber B.Truss Co., Lake Oswego.Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 15 14:53:52 2014 Page 1 - I D.IRr?p7cJab_FZM3?rJKNH5z?mGH-rgXGjb1 tMt2_gF4o6eORH6GYxHERNcpwOdWGfpyT6GD 0.1-8 - H I 1-3-0 I 1-2-8 11 1-2-0 11 1-3-12 1 1-6-0 Style=1:29.7 405= 3x4= 3x4= 384= 384 = 4x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2. Ill MI :. OA firreN71/1111111r OA i WO ' . AS ii... ■\L ■ •I, 111111111lit•I�_tea 5—fir•, M. e e r '�� 21 20 19 18 17 16 3x6= 4x6= 3x5= 385= 3x5= 304= 485= 3x4= F— ___ 17-6-12 I 174-12 Plate Offsets(X,Y)-- (16:0-1-8,Edge1,f17:0-1-8,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 0.87 Vert(LL) -0.33 17-18 >638 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.51 17-18 >407 360 BCLL 0.0 Rep Stress Inc- YES WB 0.81 Horz(TL) 0.06 15 n/a n/a _ BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:83 lb FT=0%F,0%E _ LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 22=949/0-5-8 (min.0-1-8),15=956/0-4-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2176/0,3-4=-2176/0,4-5=-3525/0,5-6=-3525/0,6-7=-4103/0,7-8=-4103/0,8-9=-3978/0,9-10=-3978/0, Is. BOT 1.4,10-11=-268310,11-12=-2683/0,12-13=-2683/0 BOT CHORD 21-22=0/1215,20-21=0/2941,19-20=0/3905,18-19=0/4143,17-18=0/3583,16-17=0/2683,15-16=0/1388 O% p4 I WAS r WEBS 11-17=0/450,12-16=-655/0,2-22=-1498/0,2-21=0/1209,4-21=-961/0,4-20=0/734,6-20=-478/0,13-15=-1648/0, G A.<9 C,j 4 13-16=0/1601,10-18=0/532,10-17=-1196/0 1 AT 4-1.: .,4 d NOTES- , N 1)Unbalanced floor live loads have been considered for this design. j / 2)All plates are 1.5x3 MT20 unless otherwise indicated. ea 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. {O �F 49639 9 `<y 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 +�` �'/ST'E �1�' be attached to walls at their outer ends or restrained by other means. ''SSIONAY�I 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ,��E� PR0FFss ,�\� �NGINEFR /029 870 2PE r i / 9S �� , N y '0j, OREG•N p J O 0, AMBER \\ �• OA- HEP'�P EXPIRES:06/30/2015 October 15,2014 . A itARNITt3-Varify dasign paranr tars and READ N37ESON7HIsAND MIMED 1417E.KREFERENCE PAGE P11-1413 rso 1/29/2014 BEFORE USE g Design valid for use only with Mdel:connectors.This design is based only upon parameters shown.and is for an individual building component. Applicab■lly of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Brocing shown - is for lateral support of individual web members only.Addifionol temporary bracing to insure stability during construction is the responsibillily of lire MiTek' erector.Additional permanent bracing of the overall structure is the responsiblily of the building designer.For general guidance regarding fabrication.quality control.storage,delivery.ereclion urxd L.suSru.col-bull ANSI/1P11 Quality Cdleda,DSB-89 and SCSI Building Component 7777 Greenbacis Lane.Suite 105 Solely Inlotmalion available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95810 If Southern Pine(SP)lumberts specified,the design values are those ettecti a 06/01/1013 by ALSC Y ill Job Truss Truss Type Qty Ply LENNAR R43033406 PL14-233_UPPER F02 FLOOR 4 1 - Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 15 14:53:53 2014 Page 1 ID:fRRp7cJab_FZM3?rJKNH5z7mGH-J55eww2V78BrIPf gMv9gJonBgbT6484dHFgCGyT6GC - 1 1-9-0 1 1.9-0 II 1-7-8 I I 1-8.13 1 2-6-0 1 1 1-2-0 II 2-5-15 I Scale=1:37.8 1.5x3 I' 1.5x3 I I 3x5= 1 5x3 I I 4x6 = 3x12= 1.5x3 I I 3x4= 3x6 FP= 3x4 = 3,4= 1.5x3 I I 1 2 3 4 5 6 7 e 9 10 11 12• - WI Ii2 rat 21 20 19 18 17 16 15 14 13 3x4 = 488= 3x6=3x6 FP— 3512= 3x6= 1.5x3 II 1.503 II 3x4= 18.10-13 5.6.0 _._ 17.8-13 1 -3-1.___I_. 21-7-12 1 5-6.0 12-2-13 -7-nib-7-0 2,8.15 Plate Offsets(X,Y)-- /10:0-1-8,Edeel,111:0-1-8,Edget _— __ LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.22 15-16 >871 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.34 15-16 >572 380 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC20t2/TP12007 (Matrix) Weight:98 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/Sld(flat)'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 10-16,7-16,7-17,5-17,11-13:2x4 DF No.1&Btr(flat) REACTIONS. (lb/size) 13=705/Mechanical,21=-231/0-3-12 (min.0-1-8),19=1893/0-3-8 (min.0-1-8) Max Uplift2l=-437(LC 4) Max Gray 13=709(LC 4),21=144(LC 3),19=1893(LC 1) 1.,141ONIO p_,{�' FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. GOS Gov WAS./y--- 'W�y TOP CHORD 2-3=0/1765,3-4=0/1765,4-5=0/2806,5-6=-857/0,6-7=-857/0,7-8=-2398/0, Q, B, , 'v. 8-9=-2398/0,9-10=-2398/0,10-11=-1737/0 I i5 Ks, ., [11 BOT CHORD 20-21=-841/101,19-20=-2806/0,18-19=-1072/0,17-18=-1072/0,16-17=0/1926, N • 15-16=0/1737,14-15=0/1737,13-14=0/1737 \ ' `; WEBS 11-14=0/260,4-19=-905/0,2-21=-115/961,2-20=-1084/0,10-16=0/784,9-16=-346/0, ler 7-16=0/518,7-17=-1156/0,6-17=-268/0,5-17=0/2003,5-19=-2002/0,11-13=-1859/0, ..fJ 49639�p <' ' 4-20=0!1464 °A, FCtsTEs" ' NOTES- SSIONALti�� 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 slrongbacks,on edge,spaced at 10-0-0 oc and fastened to each Truss with 3-10d(0.131"X 3")nails. Strongbacks to 5���cD PR Opt- be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. �ici LNG I N E�R 2 LOADCASE(S) Standard 870 2PE ��f � N y Aj,OREGON rye 4/ "C' AMBER 1,' _� OS A. HO; EXPIRES:06/30/2015 October 15,2014 A IVAR'2`A3 Vasty Aastgn pamnlecrs and READ WITS ONTMIS AND MIMED 9IITER REF.:Una R4GE MIL 7473 rev.1129/2040g ORE USE -- Design valid for use only wilh MTel:connectors.This design Is based only upon parameters shown.and is for on individual bulding component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additionol temporary bracing to Insure stability dying construction is the responsibiilily o!the -i1AiTek' - erector.Additional permanent bracing of the overall structure is the responsblity of Ilse bidding designer.For general guidance regorr0ng fabrication.quality control.storage.delivery.erection and brucing.consult ANSI/TPtt Quality Criteria,D58.84 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available Irons Truss Plate Institute.781 H.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 II Southern Pine OP)Lumber is specified,the designualues are those etfecti:e 06/01/2013 by ALSC _ - S Job Truss Truss Type Oly Ply LENNAR R43033407 - PL14-233 UPPER F03 FLOOR 6 1 Job Reference(oplianall Pacific Lumber 6 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Kick Industries,Inc.Wed OG 15 14:53:54 2014 Page 1 I D:fRr7p7cJab_FzM 3?rJKN H 5z?m GH-n2 f 18G37uU JivZEAE 3R vNXL0_40kre1PHD rx9N kiyT6 GB I-- 2-6-0 _—..i I 0-6-11 I 1-2-0 I I 1-1-13__--J 0•F-1 Scale=1:18.6 1.503 II 304= 1.503 II 3x4= 1.5x3 II 1 2 3 4 5 3x4 = 8 .— w Y _ ', 12 9 / Wil 1.5x3= _ _ =In MUM 6 VP 11 10 9 8 308 = 1.503 II 1.5x3 II 3 3x4= 3x6 = I 6-1-3 --- I 0-7-0 l 0-7.0 l 1-6-5 6-1-3 ._.___ Plate Offsets(X,Y)-- f4:0-1-8,Ed01,15:0-1-8,EdcIel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP _ TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.05 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Vert(TL) -0.10 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 7 n/a n/a - BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:41 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 purtins, 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) 7=467/0-5-8 (min.0-1-8),11=473/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1051/0,3-4=-1051/0,4-5=-693/0 010N10 44, BOT CHORD 10-11=0/898,9-10=0/693,8-9=0/693,7-8=0/693 OS Of WAS -q� WEBS 4-9=-264/0,2-11=-964/0,3-10=-313/0,4-10=0/579,5-7=-865/0 V P�ti ,. `2, NOTES- rn 4.-- ,' 0v- Cfi 1)Unbalanced floor live loads have been considered for this design. N 2)Refer to girder(s)for truss to truss connections. \ t 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. yr,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. Strongbacks to 'd 8639 <4- be attached to walls at their outer ends or restrained by other means. �Q� 4'F\\C4�S,I•�R� 5)CAUTION,Do not erect truss backwards. SSIDNALti � LOAD CASE(S) Standard c�`c3 \,\GI E9 wo 87022PE �T-- • / - tfy ,cur N -7 SAT OREGON fig°O "POr)AMBER Al a s A I-1 �\P EXPIRES:06/30/2015 October 15,2014 • AK:4RN1.'Ai•Verify design pasnktors and FFADM7ESON7NIS AND PA:LU CEDHITEKREFERE?A7P..466M11.7473 rev.t/29/201d BEFORE USE mill Design valid for use only with Mitch connectors.This design is based only upon parameters shown,and is for an individual building component. • Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Brocing shown - is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Niel('erector.Additional permanent bracing of the overall structure is the responsibility of the bolding designer.For general guidorsce regarding fotercotion.quality control,storage.delivery,erection and bracing.consult ANSI/1811 Quallly Cdterte,018.8?end 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,95810 If Southern Pine(SPJ lumber Is spect6•d,the design values are theta effective 06/03/2013 6yALSC • It Job Truss Truss Type Qty Ply LENNAR 943033408 PL14-233_UPPER F04 FLOOR 1 1 . Job Reference(optional) Pacific Lumber 6 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 1514:53:55 2014 Page 1 ID:fRr7 p7cJab_FZM3?rJl<NH5z7mGH-FFDPLc4mtoRZXjpNnny9vku6kUGaa_FN4akwG8yT6GA - 1_ 2.6.0 1 I 1-11-1 11 1-2-0 I I 2-5-15 I - Scale=1:28.4 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 73x5= 8 ��7 /rw ail �IPA aim/ 13 12 11 10 9 305= 308 = 308= 1.5x3 II 1.5x3 II 3x5= I 12.5-1 ._ 113-0-1113-7-11 16-4-0 ( 12-5-1 _ 0-7-0 0-7-0 2-8-15 Plate Offsets(X,Y)-- (6:0-1-8,Edge),17:0-1-8,Edeel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deg L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0.29 11-12 >671 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 DC 0.78 Vert(TL) -0.45 11-12 >435 360 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:72 lb FT=0%F,0%E , LUMBER- BRACING- . TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(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=891/0-4-0 (min.0-1-8),9=891/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3178/0,3-4=-3178/0,4-5=-3468/0,5-6=-3468/0,6-7=-2294/0 II"' DOT CHORD 13-14=0/1957,12-13=0/3626,11-12=0/2294,10-11=0/2294,9-10=0/2294 WEBS 6-11=-375/0,7-10=0/358,2-14=-2101/0,2-13=0/1310,3-13=-252/0,4-13=-481/0,5-12=-378/0,6-12=0/1386, G0c7 �p4 WAS C 7-9=-2456/0 f 1p�v NOTES- r7 v- �ta. N • 1)Unbalanced floor live loads have been considered for this design. • t' • 2)Refer to girder(s)for truss to truss connections. / r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ',p 49639 <y� 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 _�� ,, 496 E be attached to walls at their outer ends or restrained by other means. �SSIONAL V C3 LOAD CASE(S) Standard ,cisci c���LNG P��y4 '5> 8 •• 2PE ��c--- N / CV -y '3j, OR EGO c u• Ni 'PO 6'MBER \1 \ OS A. R5 EXPIRES:06/30/2015 October 15,2014 ®WARND,G-Verify design paransemr,and READ M I ES ON THIS AND IMIUCED MIIEX FEMME PAGE 811D 7473 re'1/29/2004 BEEOREUSE ig, Design void for use only with Milel:connectors.This design Is based only upon parameters shown,and n for an individual building component. Applicability of design parameters and proper incorporation of component is responsbdity of building desigrer-not truss designer.Bracing shown is for lateral support of individual web members ony.Additional temporary bracing to insure stability during construction 6 the responsibility of the - MiTek` - erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For generol guidance regarding fabrication,quality control.storage.delivery,erection and txucing.cumuli ANSI/IFtI Quality Criteria,551.89 and SCSI Building Component 7777 Greenback Lane,Suite 709 Solely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22311. Citrus Heights,CA,95610 If Southern Pine 1SP)lumber is specKed.the design values are those effective 0G/01/2013 by ALSO e Job Truss Truss Type Qty Ply LENNAR R43033409 PL14-233_UPPER F05 FLOOR 10 1 Job Reference(optional) - Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 15 14:53:57 2014 Page 1 - ID:f RRp7cJab_FzM3?IJKNH5z?mGH-CdK9m150APIIHmOylvC_d_9zN mlwn2rRgXuD 1 L1 yT6G8 . I 2-8-0 1 1 1-10-13 II 1-2-0 it 1-2-11 1 1-6-0 11 1-2-11 1 i1 H P-10-11 Scale=1:43.4 4x8= 3x4 II 3x5 = 3x4= 4x5= 3x6 FP= 3.6= 3.4= 3x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1I / ///. �dr —�/� 17. c. 26 25 24 23 22 21 20 19 18 17 16 3x4 = 3x8= 3x6 FP= 4x8= 4x5= 3x8 == 3x8= 304 1.5x3 SP= 134-13 24-3-11 1 _..._ t2-4-13 12i,1.71--011.3 1 16.6-8 I 23-1-11 23-8-11 I25-4-121 12-4-13 t-7-0 2-11-1t 6-7-3 6-7-0 1.1-1 0-7-0 0-7-0 Plate Offsets(X,Y)-- f8:0-1-8,Edgel,113:0-1-8,Edoe).114:0-1-8.Edeel,121:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl L/d PLATES GRIP - TCLL 40.0 Plates Increase 1.00 TC 0.99 Vert(LL) -0.27 22-23 >723 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.42 22-23 >475 360 - BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.04 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:114 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.18Btr(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 DF Stud/Sld(ftat) REACTIONS. (lb/size) 16=239/Mechanical,26=775/0-3-12 (min.0-1-8),20=1766/0-5-8 (min.0-1-8) Max Uplift 16=-57(LC 3) Max Gray 16=361(LC 4),26=805(LC 3),20=1766(LC 1) 0TONIO ,p FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. oc, pF WASN,, W TOP CHORD 2-3=-2738i0,3-4=-2738/0,4-5=-2595/0,5-6=-2595/0,6-7=-1217/161,7-8=-1217/161, 0 �� C4 'jla 8-9=0/2126,9-10=0/2126,10-11=0/2125,11-12=-546/608,12-13=-546/608, Q- Os 13-14=-463/144 h f.. BOT CHORD 25-26=0/1737,24-25=0/2966,23-24=0/2966,22-23=-161/1217,21-22=-161/1217,20-21=-706/0,19-20=-1271/0,18-19=144/463,17-18=-144/463,16-17=-144/463 \ WEBS 6-22=-386/0,7-21=-745/0,2-26=-1865/0,2-25=0/1074,3-25=-253/0,4-23=-504/0, :::ZN9 r 5-23=-395/0,6-23=0/1664,13-19=-569/89,12-19=-308/0,11-19=0/1284,11-20=-1082/0, � 639 9 ��14-16=-668/208,8-20=-1798/0,8-21=0/1805 00 I ERQ NOTES- VALti�G 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for buss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �cLp PROFt- 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. Slrongbacks to ��'`<<' NCj(NECi4 s/O2-Y,_._ be attached to walls at their outer ends or restrained by other means. Co 6)CAUTION,Do not erect truss backwards. ¢- 8 • 2PE LOAD CASE(S) Standard -y CC\'oJ, OREGO ti 90 AMBER 11 a OS A- H .?`tJP EXPIRES:06/30/2015 October 15,2014 ---x A -Verify design parncuor and READ f t)7210117HISA1 10161LUDEDHII7XREFFRFM PAGE H11-7413ree1/29/20141450-0881151 NI' 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 tans designer.Bracing shown is for lalerol support of individual web members only.Addilionol tenlporory bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overol:structure Is the responsibility of the building designer.roc general guidance regarding fabrication,qualify control.storage.delivery,erection and bracing.consult ANSI/TPI1 Quakty Criteria.D5B-89 and BC51 Building Componenl 7777 Greenback Lane,Suite 109 - Safely Inlormollon available from Truss Mote Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citms Heights,CA,95610 If Southern Pine(SP)lumber is spar tried,the designvaluas ase tnma etfecttue 06/01/2013 b-ALSC t •• - Qty Ply LENNAR R13033110 Job Truss Truss Type - 3 1 ItI FLOOR �gp}2- -r-n - •r io -I PL14-233_UPPER F08 - 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 15 14:53:59 2011 Page 1 Pacific Lumber&Truss CO., Lake Oswego,Oregon ID.fRr?p7cJab_FzM3?rJKNHSZ?mGH BOSm6 7Gi1x_OK680c054a2g05hYWrXy?CiBPvyT6G6 t 2 I t-2-0 i 1r---10 _ 2'8'0 I 1-5-8 I r —s�0-10-0 I =1?.l - Scale=1:36.1 3x4= 3x6 FP= 304= 3x4= 3z4= 4x8= 11 12 13 3z4= 8 9 10 3 4 5 6 7 `��^ 1 2 - l*f. 7.1 1 �- ---�� 10 im G4 18 17 16 15 24 23 22 21 20 376= 3x4 = 3x4= 3x4= 3x6 FP= 3x6 = 304 I I 408= 19.0-12 4-9-8 1710-12 _ It--57:1010-7-0 I 2')-�._—� 4-1-0 4-18 (-4r8 1 5-1-0 { 8 0.12 2-1-4 4-1-0 0-1-e 0-7-0 3-8.8 Plate Offsets(X,Y)-- 14:0-1-8,Edge) 111 0-1•B.Edpel.(12:0-1-8,EdgeL 123'0-1-8,Edgel PLATES GRIP 2-0-0 CSI. DEFL. in (loc) I/deft L/d LOADING(pst) SPACING- TC 0.48 Vert(LL) -0.12 16-17 >999 480 MT20 220/195 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 BC 0.53 Vert(TL) -0.19 16-17 r-770 360 BCLL 0.0 Rep Stress Incr YES - WB 0.56 Horz(rL) 0.02 14 0/a n/a BCDL 5.0 Code IBC2012lTPI2007 (Matrix) Weight:97 lb FT=0%F,0°/E BRACING- T TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlirls, except _ TOOMBER-P CHORD 2x4 DF No.18Btr(8aq end verticals. WEBS CHORD 2x4 OF No.1&Btr(flat) BOT CHORD ceiling directly applied or 6-0-0 oc bracing. Egg 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 14=539/0-1-12 (min.0-1-8),19=1443/0-3-4 (min.0-1-8),24=333/0-3-12 (min.0-1-B) Max Uplift24=-1(LC 4) l�ONIO Max Gray 14=559(LC 4),19=1443(LC 1),24=427(LC 3) p J itt c7 VIA FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. GQ �4 p ,�,CT-yam. TOP CHORD 2-3=-788/331,3-4=-788/331,4-5=0/976,/0,11-976,1102/0703,7-8=0/703, N t� 8-9=-1488/0,9-10=-1488/0,10-11=-1488/0,11-12=-1102/0 ! �. BOT CHORD 23-24=-104/773,22-23=-331/788,21-22=-331/788,0/10 -16=0/ 102,1 1/788,19-20=-1481/0, N 18-19=-148110,17-18=0/829,16-17=0/1102,15-16=0/1102,14-15=0/1102 e ( WEBS 6-19=-1406/0,2-24=-830/112,2-23=-312/17,4-20 0-1265(0,6-20=0/864,11-17=-88/413, ,or NOTES- / 10-17=-320/0,8-17=0/767,8-18=-1437/0,6-18=0/1099,12-14=-1235/0 �O� 4963 CJ���/ �V� NOTES- 1)Unbalanced floor live loads have been considered for this design. SSIONAL P 2)All plates are 1.5x3 MT20 unless otherwise indicated. others)of truss to bearing plate at joint(s)14. 3)This tru truss is designed connection an ) 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI(TP 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 ����0 P R OF�s be attached to walls at their outer ends or restrained by other means. \CD NG(N EF-. SAO 6)CAUTION,Do not erect truss backwards. 2 LOAD CASE(S) Standard 87022P� �� r - - i 1 N 5. �A OR GON 2� 'YO TIME E R 1' O P OS A HE?� EXPIRES:06/30/2015 October 15,2014 A I1ARUI1,G-Way design patan>2 ten and READ?OThSON71410As do,nNUupoMID(Re ERsho PA EH0 rec 12912Dbu 1108Eomponenl. Design li for use es only with eters nd pro er i 9 � Applicability for terau po t of parameters proper only.Additional n component is ac responsibility ns of iabrtiy during designer not truss designer.Bracing shown MiTek _ is for lateral support of individual web members only.Additional temporary bracing Io insure slabifty during m gen Ilion b the responsibillity of the erecluo.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Ohl.Heights,CA,95610 fabrication.wally control,storage.denvery,erection and bracing.consult ANSI/iPll Qualify Criteria.D58.89 and SCSI Building Component —7777 Greenback Lane,Suite 109 If Southern Pinie(SP)lumber It spec ifledlathel design Values are those effective 06/01/2014 by MSC d. —__ _ - le • Job Truss Truss Type Qty Ply LENNAR 843033411 PL14-233 UPPER F07 FLOOR 5 1 Job Reference(optional) - Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Out 15 14:54:00 2014 Page 1 ID:fRr?p7cJab_FzM3?rJKNH5z?mGH-cC010K8uTK3rdUhKaKXKcobzuV_OFGy6EsShxMyT8G5 I 2-6-0 I I 1-8-9 1 1 1-2-0 1 1 2-5-15 I Scale=1:28.1 1.5x3 11 3x8= 1.5x3 II 3x4 = 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 73x5= 8 D a ■alit Si 1.' 13 12 11 10 9 3x5 = 3x8= 3x8= 1.5x3 II 1.5x3 11 3x5= I 12-2-9 112-9-9113-4-91 16-1-8 I 12-2-9 0-7-0 0-7-0 2-8-15 Plate Offsets(X,Y)-- 16:0-1-8,Edgef,17:0-1-8,Edge1 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. In (lac) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.61 Vert(LL) -0.27 11-12 >713 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.42 11-12 >462 360 - BCLL 0.0 Rep Stress Ina YES WB 0.67 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:71 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(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=880/0-1-8 (min.0-1-8),9=880/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 2-3=-3120/0,3-4=-3120/0,4-5=-3344/0,5-6=-3344/0,6-7=-2248/0 -.y'TONIO BOT CHORD 13-14=0/1929,12-13=0/3539,11-12=0/2248,10-11=0/2248,9-10=0/2248 P !la WEBS 6-11=-380/0,7-10=0/347,2-14=-2070/0,2-13=0/1279,3-13=-251/0,4-13=-450/0,4-12=-250/65,5-12=-379/0, O� 04 WAS44,. Y 6-12=0/1327,7-9=-2406/0 v ,,c(9„c(9 c, C ti NOTES- 'J N 1)Unbalanced fl live loads have been considered for this design. t oor 2)Refer to girder(s)for truss to truss connections. \ ,:/:"Or. 3)Provide mechanical connection(by others)of truss to bearing plate at joinl(s)14. \ 9639 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 16 Q 'W 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 Ov F /STER� be attached to walls at their outer ends or restrained by other means. �SSIONAL��G LOAD CASE(S) Standard �?,.a PROFFs ,�j\ 0NGI N& ,9 sioi eZ- 87022P. — -I CV ti 7 '0j, ORGONZ��4 '2 6'44 EE R .\` � SA- HEP�P EXPIRES:06/30/2015 October 15,2014 ®YARNING-Varifj Design parama tan and READ MTES ON THIEAND MIMED MITER R.FEREM.PAGE 1417.7473 m e 1,121,12014 BEFORE USE Design valid for use only with Welt connectors.This design B based only upon parameters shown,and is for on Individual building component. MI - Applicability of design parameters and proper incorporation of component is responsblity of building designer-not truss designer.Brocing 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 pemtonent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - fabrication,quality control,storage.delivery.erection and bracing,consult ANSI/tPll Quality Criteria.059.89 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 t_ If Southern Pine;SP)lumber specified,the desirmvatues are those effective 06/01/2013byAL5C _J NI Job Truss Truss Type Qty Ply LENNAR R43033412 PL14-233_UPPER F08 FLOOR 2 1 Job Reference(optional) Pacific Lumber d Truss Co., Lake Oswego.Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 15 14:54:01 2014 Page 1 • ID:fRr?p7cJab_FzM3?rJKNH5z?mGH-4Oagcfa WEeBIFeG W813Z9774VvJg_hNFSWCFUOyT6G4 0-1-8 H I 1-30 I 1 1-2-6 i 1 1-2-0 H h— 1-2-8 1 1-6-0 Scale=1:29.5 4x5= 3x4= 3x4= 3x4= 304= 4x6 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 iii \� two ts!u ey r .1 ►.1 '�� 21 20 19 18 17 16 3x6= 4x6= 3x5 = 3x5= 3x5= 3x4 = 4x5 = 3x4= I 17-5-8 I 17-5-8 Plate Offsets(X,Y)-- (16:0-1-8,Edeej,117:0-1-8,Edge]____ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deS L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.88 Vert(LL) -0.32 17-18 >648 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0,80 Vert(TL) -0.50 17-18 >414 360 BCLL 0.0 Rep Stress!nor YES WB 0.79 Horz(TL) 0.06 15 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:82 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=944/0-5-8 (min.0-1-8),15=950/0-2-12 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2161/0,3-4=-2161/0,4-5--3494/0,5-6=-3494/0,6-7=-4058/0,7-8=-4058/0,8-9=-3918/0,9-10=-3918/0, _n3'tONIO p,, 10-11=-2608/0,11-12=-2608/0,12-13=-2608/0 5 P WAS �h BOT CHORD 21-22=0/1207,20-21=0/2918,19-20=0/3867,18-19=0/4090,17-18=0/3515,16-17=0/2608,15-16=0/1383 O 04 kI� -y, WEBS 11-17=0/454, 12-16=-675/0,2-22=-1488/0,2-21=0/1199,4-21=-952/0,4-20=0/725,6-20=-469/0,13-15=-1642/0, 44' Gl `L 13-16=0/1559,10-18=0/538,10-17=-1201/0 i �� �r,I �x d C4 NOTES- `1 1)Unbalanced floor live loads have been considered for this design. 72, 2)All plates are 1.5x3 MT20 unless otherwise indicated. no /�' 3)Provide mechanical connection(by others)of truss to bearing plate at Joint(s)15. S0 ,��4963999�q 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �ISTEIt� 5)Recommend 2x0 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to �`r`rIQNAL��O be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard �\�-\(<- p}pN p .o 870 2PE /�� y �A> OREGON ti9 <U �C �cMB E R 1� 4 �S A- HE-?‘ EXPIRES:06/30/2015 October 15,2014 4 e ®WARNING-Verify design paranserrs and READ HJ 1ESON7MS AND 7,'KIUDEDHI7FKR£££REME PAGE HIr-7473rec 1/19/28)JBEFOREUSE Design valid for use only wilts M7ek connectors.This design is based only upon parameters shown,and is for on 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 pemnanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding taixication,quality control,storage.delivery,erection and bracing,consult ANSI/tPll Quality Criteria,058-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available tram Truss Plate institute.781 H.lee Street.Suite 312.Alexandria,VA 22314. Citms Heights,CA,95810 tt Southern bine(SPj lumber is spec Med,tht design values are those effective 06/01/2013 byALS( I I' ,,r Job Truss Truss Type Qty Ply LENNAR R4303341 3 PL14-233_UPPER F09 FLOOR 2 1 Job Reference(optional) . Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 15 14:54:02 2014 Page 1 I D:f Rr?p7cJab_Fz M 3?rJ KN H5 z?mG H-Yb82p?99?yJZlorj i laoh DgJDJg7j E T PhAxoOE yT6 G 3 I 2-6-0 ) 1-8-0 I 1-2-0 I I 1-70-4 . Scale=1:22.3 1.5x3 II 3x4= 1.5x3 II 304= 1.5x3 II 1.5x3 II 1 2 3 4 5 8 3x4 = 7 el e e I Il . _ 0.791. �� . - _ a kdO i' 11 10 9 8F 3x4= 3r6= 3x4= 1.503 II 3x4= 10-1-8 _..______—_ _____9S0 —_________ 9--5 1 10.8-8 I 12-9.12 �i 9.5.0 O-- 0-7-0 0-7-0 2-I.4 Plate Offsets(X.Y) 16;0-1-8,Edeel.110:0-1-8,Edeel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.22 10-11 >699 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.35 10-11 >438 360 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:57 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=698/0-2-8 (min.0-1-8),8=698/0-1-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2205/0,3-4=-2205/0,4-5=-1457/0,5-6=-1457/0 -1SZONIO ii� BOT CHORD 11-12=0/1478,10-11=0/2131,9-10=0/1457,8-9=0/1457 P WEBS 6-9=0/258,2-12=-1586/0,2-11=0/780,4-10=-819/0,6-8=-1633/0 Gp%4 of WAS1b. - NOTES- 4- y`r �, TOx d 1)Unbalanced floor live loads have been considered for this design. % to 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. • 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10,r t 4)Recommend 2x6 strongbacks,on edge,spaced al 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Slrongbacks to 'd,� 4963�<ya be attached to walls at their outer ends or restrained by other means. 9 O.r Fla/STERN LOAD CASE(S) Standard �SSIONALti1"IG ���ED P R OFFS �c;D ��GINE�9 s/��v Q 8 • 2PE r yu' / „v SAT OREGO r)� 4N 'AOr)AMBER s \O S A. He?` EXPIRES:06/30/2015 October 15,2014 4 t A tt:AAN M-Varity dzstgn parama ars and READ N37ES ON7NISAND 1SCYUEED MITEX REFERENCE PAGE 1411.7473 rat 1/19/1014 BEFORE USE Design valid for use only with Mgek connectors.This design is based only upon poromelers shown.and is loran individual building component. idi . 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 inure stabrity during construction is the responsibillity of the MiTek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Foe general guidance regarding lotxlcallon.quality control.storage.delivery.erection and bracing.consult ANSI/Tell Quality Criteria,OSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 II.Lee Street.Suite 312.Alexandria.VA 22314. CUM Hetghls,CA,95810 It Southern Pine(SP)lumber is specified,the design valued are those effective 0003/2013 by ALSO __ _ Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 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 stole) Damage or Personal Injury WMDimensions are in ft-in-sixteenths. rillik 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 1/ 2. T uss bracing must be designed by an engineer.For 61 4 wide truss s acin p may require bracing.g.olrlalternlatveTor ces themselves liv p bracing should be considered. AMIIiIIIIE O r-, O �� 3. Never exceed the design loading shown and never o a stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0 'n6'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 AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MTek 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,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 Indicated by symbol shown and/or SYP represents values as published specified. by text in the bracing section 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 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. Indicates location where bearings (supports)occur. Icons vary but ©2012 MTekO All Rights Reserved 16.Do not cut or alter truss member or plate without prior %1/ reaction section indicates joint approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. x 18.Use of green or treated lumber may environmental,health or performance risks.Consult lttwiitth Industry Standards: ANSI/TPI1: National Design Specification for Metal project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. snot sufficient. BCSI: Building Component Safety Information, 20.'T' 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quart'Crites. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 j - • • . ,,--r--