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Report (8) /mac smllots- /)2 -- 177_ 9-1/4" OPEN WEB JOIST @ 24" O.C. i ` J` S 6"471‘ � s i F05 F07 LENNAR • f FOSS F07 2571 MULBERRY AMERICAN FO5� �' PL13-280 MAIN H F07 I 1'' 10/22/2014 F05 F06 ■ ` FOS Products Fos PIotID Length Product Plies Net Qty Fos j F06 BK1 34-00-00 2x10 DF No.2 1 1 A BK1 2-00-00 2x10 DF No.2 1 1 F05 Foe BM3 8-00-00 BB01 1 2 F05 BM1 7-00-00 BBO1 1 2 Fo61�_�� BM2 6-00-00 BBO1 1 2 II F05 ', Fo. BM4 5-00-00 BB01 1 1 i • F05 m`Fr FI. ALL.BEAM SIZES PER ARCHITECT/ENGINEER 1 } F05 m IBM4 F06 1 BK1=BLOCKING RMI-RIM BOARD F05, I F06 ACCESSORIES I QTY 2 X 10 DF No.2 FOR SHEAR BLOCKING I 16' F05 F06 F05 I F06 I j SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I F05 • F0 I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I .' FLOOR LOADING F059 X 40 LL 1 F06 1 15 DL F06' FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA' F03 SINGLE W n �_ __ i, TOP CORD BEARING Tai I8 M21 CM F03 • F03 �BM3� BM2I B 1 =__; �_.... m �_ Paciflkumber F03 4 IF03 I & TRUSS COMPAQ F03 ' C� `l� I �•n C"7 t F03 ` 0 ~ F03 ° �.. ►� I•* Cy o F04 ..ni C_71 tamal I I f I - � b 9-1/4" OPEN WEB JOIST @ 24" O.C. _ F07 FOS t= LENNAR F07 F05 •/ 2571 MULBERRY AMERICAN F07 I F05 PL13-28D MAIN H I. V 10/22/2014 1 IF06 1 FO5 i Products ' 06 Fos PIotID Length Product Plies Net Qty BK1 34-00-00 2x10 DF No.2 1 1 BK1 2-00-00 2x10 DF No.2 1 1 06 Fos BM3 8-00-00 BBO1 1 2 I II BM1 7-00-00 BBO1 1 2 IF06 F05 BM2 6-00-00 BBO1 1 2 Fos CD --"Fos !I BM4 5-00-00 BBO1 1 1/FOB F05 Mill'..`Mill'.. I! ALL BEAM SIZES PER ARCHITECT/ENGINEER FOB _lir 05 CKI NG OAR Kl=BLO RMl=RIM U ' ! 105 • ACCESSORIES QTY X06 F05 e )AA 1 I . 2 X 10 OF No.2 FOR SHEAR BLOCKING 16' �`1 F06 =16. __-- FOS I F06 , P05 [ SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. F06 I� FOS I FLOOR LOADING 40 LL F06 -uu,. 1 F05 15 DL F06 / -_I (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA] ■ F03 NM SINGLE TOP CORO BEARING OW u. ]BM21 IBM31 L. /3' II i F03 1 ............� ___[B IL__ "_-fit Q ___ P03 PacihGLumber 1 F03` & TRUSS COMPANY I F03 • ■ F03 I F03 I' PO4 4I \ 1 MiTek• MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL 13-280 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:R43081433 thru R43081437 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. ��,0 PR or, �NGI � NFF9 :7• 2PE v� N y11\Aj, OREGON (1°O 'A0 AMBER 1\ �`S A. H E1/4\''P EXPIRES:06/30/2015 October 23,2014 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: PL13-280_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:R43081433 thru R43081437 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. 0TONIO 47.,p' OS nF WASfjj� W fti 4.4; ;r i> k 4963R�w � 4bisrE ' SI1 ECG October 23,2014 l-lernandez,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. Jr Job Truss Truss Type Qty Ply LENNAR R43081433 PL13.280_MAIN H F03 Floor 8 1 Job Reference footlonall peeife Lumber d Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Welk Industries,Inc.Wed Oct 22 1531:22 2014 Pape 1 - ID:6Tk3l9xtNCM575nt?JJZpky8Nkv-d7sDC2Z1 E7yf3gryr HwdgRCEpfrOL_NKd3g3HyQo33 • 0-6-8 i. I—II 2-0.0 i 1 1-2-8 1 1 1-2-8 1 6 Scale=1:36.1 1.5x3 II 1.5x3 I I 3x4= 1.5x3 I I 34= 3x4 I I 3x8= 3x8 FP= 3x4= 1.5x3 I I 3x5= 305= 1 2 3 4 5 6 7 8 9 10 11 12 w - " ei d ilre 20 19 18 17 16 15 14 13 1.5x3 I I 3x8= 3x8=3,03 FP= 3x8= 3x8= 308= 1.5x3 I I I 10-4-8 MPb�t 197-0 10 19-11-8 086 il l 9-7-0 0.1-0 Plate Offsets(X,Y)-- 11:0-1-8,EdoeL f5:0-2-14,Edoel.17:0-2-0,Edoei,(12:0-1.8,Edgel,115:0-3-8,Edael,118:0-3-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.07 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.11 18-19 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.71 Horz(TL) -0.01 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:85 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.l&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&BIr(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=414/0-6-0 (min.0-1-8),16=1349/0-4-0 (min.0-1-8),12=414/0-6-0 (min.0-1-8) Max Gray 1=460(LC 3),16=1349(LC 1),12=461(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. . ONIO TOP CHORD 1-2=-1299/0,2-3=-1299/0,3-4=-1109/285,4-5=-1109/285,5-6=0/1899,6-7=0/1899, t'` F 7-8=-11101285,8-9=-1110/285,9-10=-1110/285,10-11=-1299/0,11-12=-129910 Oc' O1 WASIII W BOT CHORD 18-19=-10/1511,17-18=-812/0,16-17=-81210,15-16=810/0,14-15=-8/1512 V ,c4• �- 1VO WEBS 1-19=0/1341,2-19=-253/0,3-18=-577/0,5-18=0/1395,5-16=1342/0,12-14=0/1341, tiv ' ; •c2. t 11-14=-252/0,10-15=-577/0,7-15=0/1392,7-16=-1346/0 � Z N `% NOTES- �r 1)Unbalanced floor live loads have been considered for this design. ,.p G 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. II O 4,.49639 0 49 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 �'' 4bISTER - be attached to walls at their outer ends or restrained by other means. aS■ C1 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. SlONAL�� - 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard c�` P E6- Co, .\AG v/ 2 j r 870 2PE • y %%,.OREGO q5) L4~ 9O '%aER1� �a0 OS A. -j p EXPIRES:06/30/2015 October 23,2014 A WARNI/3-Verily design yarametarl and READ SO1ES ON 0115 AND MIXED ff11EK REFEREMF PAGE 1411.1473 MC 1/29/2014 EEFOREUSE NI • Design valid for use only with Mack connectors.This design Is based only upon aerometers shown.and Is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of balding designer-not truss designer.Bracing shown I - is for toleral support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibliity of the M MA'erector.Additional permanent tracing of the overall structure b the responsibiity of the buiding designer.For general guidance regarding fabrication.quality control,storage.delivery.erection and bracing.consult ANSI/TPI1 googly CrSeria,DS6.89 and SCSI Belding Component 7777 Greenback Lane,Suite 109 Safely Inlormallon ovoiiable horn Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Carus Heights,CA,95610 If Southern Pine ISP)lumber Is specified.the design velum are those.lye ctIve 08/01/2013 by ALSC 1 t Job Truss Truss Type Qty Ply LENNAR R43081434 PLI3.280_MAIN_H F04 Floor 1 1 _- Job Reference loolionall Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 3 Jul 11 2014 Wick Industries,Inc.Wed Oct 22 15:31'.23 2014 Pagel ID:61k319xtNCM575n17JJZpky8Nkv-6JQbQOat J4Wh_I8Oio99uzNGD?wypQXYHoEcjyQo32 ' 0-6-8 1_4 I— 1-11-6 11 1-2-8 1 2-0-0 1 awe - Scale=1:22.5 3x4 11 3x5= 1.5x3 11 3x4= 1.5x3 II 3x5 = 1 3x4— 2 3 4 5 6 7 PI PI :DC yy 12 lit4 10 9 8 1.514 II axe= 3x8= 3x8 = 1.5x3 I I 2-10-8 1041- 1 2441 2--1 12-5-8 f131: 0438 2-1-0 0-1 9-7-0 04141 0-1-8 Plate Offsets(X.Y1— 11:0-1-8,Edoe1,f3:0-1-8,Edae1.f7:0-1-8.Edoe) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.07 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.12 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0,70 Horz(TL) -0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:53 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.188tr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:10-11. REACTIONS. (lb/size) 11=1064/0-4-0 (min.0-1-8),1=-179/0-6-0 (min.0-1-8),7=467/0-6-0 (min.0-1-8) Max Uplift 1=-268(LC 4) Max Gray 11=1064(LC 1),1=38(LC 3),7=469(LC 4) oTONIO p„ FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. `aiQ�, TOP CHORD 1-2=0/1054,2-3=011055,3-4=-1189/0,4-5=-1189/0,5-6=-1329/0,6-7=-1328/0 OS ofWAsp�� BOT CHORD 9-10=0/1566 V rr,4+ ,,_'1Np I/. WEBS 1-11=-1091/0,7-9=0/1371,6-9=-252/0,5-10=-397/0,3-10=0/1234,3-11=-1211/0 /�7j���j��jjjh,', -.4 ,6%- NOTES- r7 I 1)Unbalanced floor live loads have been considered for this design. r 2)This truss is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPi 1. vd ' 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.49639 be attached to walls at their outer ends or restrained by other means. �qz, ISTEW� 4)Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 41 G 5)CAUTION,Do not erect truss backwards. . . 1. £ LtW. LOAD CASE(S) Standard . ���EO PROF�ss ,,s *- NEF9 /02 870 2PE r N y �Aj,.OREGON cl� IN 'AC FMBE'R .V\ 4O EXPIRES:06/30/2015 October 23,2014_ k n WARNING-Yerif y design paraeIe ors and READ 1421ES ON THIS AND MUDDED MITER REFERENCE PAGE 1411-7473 fee 1/19/2014 DEFORM( mit - Design valid for use only with MTek connectors.This design Is based only upon parameters shown.and Is for an individual bulldi'rg component. ApplicabItly of design parameters and proper Incorporation of component is responsbtlty of building designer-not truss designer.Bracing shown Is for lateral support of Indivtduol web members only.Additional temporary bracing to Insure stability during construction Is the responsibtiily of the . erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication.quality control storage,deltvery.erection and bracing.consult ANSI/IPll Quality Criteria,058.89 and BCSt Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95810 If Southern Pine(SP)lumber Is specified,the d•lgn values are those effective 06/01/2013 by ALSC ho • Job Truss Truss Type 1 1Qly Ply LENNAR R43081435 PL13-280_MAIN_H F05 Floor 18 1 Job Reference pacific Lumber 6 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 22 1531-23 2014 Page 1 I D.BTk319xI NCM 575 n17JJZpkyl Nkv.6JQbQ Oaf_J 4 Wh_18Oio99uz N4 D 7JyoyXYHoEcj yQo32 - 0-68 - F---I 1 2-0-0 1 10-11-8 I I__1-3-0 1 Scale=1:34A 304 = 1.5x3 I I 3x4= 1.5x3 I I 3 x 8= 44= 1.5x3 I I 34 FP= 1.5x3 I I 3x4= 1.5x3 II 1 3x5 2 3 4 5 6 7 8 9 10 11 12•e - lam: i 'r 20 19 18 17 16 15 14 13 1.5x3 II 3x8 = 3,6 FP= 3x5= 4x6= 3x5= 3x4= 308= pr_B-8 s. s,}• 19--, S8 9-4-0 0--8 9-9-0 Plate Offsets(X,Y)-- f1:0-1-8.Edae),15:0-2-11,Edeef f6:0-1-12,Edge1.f15:0-2-12,Edgel,(16:0-1-12,Edge1.118:0.3 O.Edciel LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (roc) I/den Ud 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 0.29 Vert(TL) -0.10 18-19 >999 360 BCLL 0.0 Rep Stress Ina- YES WB 0.73 Horz(TL) -0.01 13 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:83 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(fiat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except SOT CHORD 2x4 DF No.1&Btr(fiat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=402/0-6-0 (min.0-1-8),16=1314/0-4-0 (min.0-1-8),13=410/0-2-0 (min.0-1-8) Max Gras 1=448(LC 3),16=1314(LC 1),13=455(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. _VIONIo TOP CHORD 1-2=-1253/0,2-3=-1253/0,3-4=-981/299,4-5=-981/299,5-6=0/1796,6-7=-73/704, �` �p 7-8=-75/703,8-9=-75/703,9-10=-1508/0,10-11=-150810 oS fJ;WASJy,, `+ BOT CHORD 18-19=-19/1424,17-18=-837/0,16-17=-837/0,15-16=-1746/0,14-15=-249/1131, 0 ,<<G 'W c .T1,-, 13-14=0/1120 '0 d • \NESS 6-16=-687/0,1-19=0/1293,2-19=-253/0,3-18=-614/0,5-18=0/1430,5-16=-1128/0, 1 co - `. '2o % 1 • 1-13=-1174/0,11-14=-44/406,9-14=0/545,9-15=-1258/0,6-15=0/1370 `I ; er NOTES- el a 1)Unbalanced floor live loads have been considered for this design. pO 'Q.49639 '�4 • 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 4 ' 31ST$1t 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ' CS 4)Recommend 2x6 strorlgbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to SfONA. 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. ��c� PROp, LOAD CASE(S) Standard �,. ' C.NO NE 4 2 K 87022PE r (0 eC° OREGSN rye <t7v 9�, AMBER '\1 \O OS A. H EP\ P EXPIRES:06/30/2015 October 23,2014 QWARNIbG-VrrifydesignparametersandR EADhOTESONDNSANDIM tJD£DHIT£HREFERE6CFPAGEM/7.14/3rex 1/19/2014 BEFORE USE t Design cold for use only with MiTek 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 responublily of bolding designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction's the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding MR** fabrication,quality control storage,delivery.erection and bracing.consul! ANSI/Mil Quality CrIteda,058.89 and BC51 Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Inslituto.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Cirrus Heights,CA,95610 I15nuthsrn Pins ISM lumber Is specified,the design values are those effective 06/01/1013 by ALSC 4 Job Truss Truss Type Qty Ply LENNAR R43081436 PL13-280_MAIN_H F06 Floor 14 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 22 15:31:24 2014 Page I ID:6Tk319xtNCM575nf7JJZpky8NkvaV_zdkbHldCNl8tKyPJOi5WXTdLLhEAgnxYn8AyQo31 • I 2-0-0 1 1 1-8-0 1 1 1-2-8 1 P411 . Scale=1:35.7 1.5x3 11 1.5x3 11 3x4= 1.5x3 11 3x4= 1.5x3 11 34= 3x8= 3x8 FP= 3x4= 1.5x3 11 3x5= 1 2 3 4 5 e 7 8 8 10 11 12 J • seas• •.ems =4 i3 6 _4 20 19 18 17 15 14 13 3x4= 34= 3x8 FP= 4x8= 3x5= 3x8= 3x8= 1.5x3 I I 1 10-0-0 10l-t8 19-8-8 Ia.3-9 10-0-0 0-1-8 9-7-0 6-8 Plate Offsets(X.Y)— 16:0-1-8,Edge1.17:0-2-0,EdgeL 112:0-1-8,Edael.I 15:0-3-8,Edciel.116;0-1-12,EdgepJ,117:0-1-8,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid 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 0.30 Vert(TL) -0.11 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.01 16 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.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(fiat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (1b/size) 20=420/0-2-0 (min.0-1-8),12=414/0-6-0 (min.0-1-8),16=1347/0-4-0 (min.0-1-8) Max Gray 20=467(LC 3),12=460(LC 4),16=1347(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 1A,vONIO ./1 TOP CHORD 2-3=-1582/0,3-4=-158210,4-5=-219/687,5-6=-218/687,6-7=0/1869,7-8=-1103/276, I'` �i4. 8-9=-1103/276,9-10=-1103/276,10-11=-1296/0,11-12=-1296/0 oC OF WASJy� 'uV BOT CHORD 19-20=0/1163,18-19=-237/1235,17-18=-237/1235,16-17=-1828/0,15-16=-803/0, �'e ,-T^ C> y 14-15=-3/1507 � - :".:s..; O d WEBS 6-16=-727/0,2-20=-1218/0,2-19=-40/440,4-19=0/518,4-17=-122310,6-17=011560, r7 tr % t,1 12-14=0/1337,11-14=-252/0,10.15=57710,7-15=0/1394,7-16=-1315/0 NOTES- Kt s<, 1)Unbalanced floor live loads have been considered for this design. '1 4.49639 w 2)Provide mechanical connection(by others)of truss to bearing plate at Joint(s)20. +;' �+ISTBR 3)This truss Is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OvssIONAZ+!'- ' 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 0.500M. • 6)CAUTION,Do not erect truss backwards. 0 PRA LOAD CASE(S) Standard �5�ANC NFF'Y`Sio29 . 870 2PE • r yN ni N �Aj, OREG N ti9 Oi 90 FMaER A1 r OSA. H - 5 EXPIRES:06/30/2015 October 23,2014 Q,WARNING-Verify design parameter and READ NOTES ON THIS AND 1A11 UDEO NITER REFERE/KI PAGE P11.1473 rex 1/19/2014 BEFORE USE mil. Design valid for use only with Mdrek 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 IndMduol web members only.Addllionol temporary bracing to Insure stability during construction is the rosponsibttty of the MiTek' erector.Additional permanent bracing of Ike overall structure Is the responsibility o1 the butding designer.For general guidance regarding fabrication.qualify control,storage,delivery.erection and bracing.consult ANSI/Trll Quality Criteria,D58.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Inlormolion available horn Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Carus Heights,CA,85610 If Southern Pine(SP)lumber Is specified,the design values are those effective 06/01/3013 by ALSC _ . 4 Job Truss Truss Type Qty Ply LENNAR R43081437 PL13-280_MAIN_H F07 Floor 3 1 ,lgbgeLnrence(optional) Pacific Lumber d Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MITek Industries,Inc.Wad Oct 22 15:31:25 2014 Page 1 - ID:6Tk319xtNCM57 5nf?JJZpky8Nkv-2hYLg4bvWwKEwHRWW7gdFJ3J61fEQhqpobHKgcy0o30 I 7-2-8 I 2-0-0 I 1 0.6-8 1 Scale=1:17.7 1.5n3 I I 3x5= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 b 3x6 6 110W \t• ►/ Ib d ��� J tr„ 9 e — 7 3x8= 1.5x3 II 3x4 = 011- 9.8-8 10-3-0 J 0.t• 9-7-0 06-8 Plate Offsets(X.Y1- 16:0-1-8,Edeel,)B 0-2-4,Edoel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/detl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.08 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.14 8-9 >818 360 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code IBC2012fTP12007 (Matrix) Weight:42 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.t&Blr(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) 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=539/0-6-0 (min.0-1-8),10=542/0-2-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1899/0,3-4=-189910,4-5=-1584/0,5-6=-1584/0 1,1.,k1ONI O p� BOT CHORD 9-10=0/955,8-9=0/2050 �O�- �C+Q� WEBS 6-8=0/1636,5-8=-251/0,4-8=-488/0.2-9=0/990,2-10=-1071/0 G6, WAS�,� ►" NOTES- yQ' -$ _ K Ci '� 1)Provide mechanical connection(by others)of truss to bearing plate at Joint(s)10. j 2)This truss is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. _` 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 •.1:r be attached to walls at their outer ends or restrained by other means. v0 �-' a 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 'jlO 0.49639, E1 5)CAUTION,Do not erect truss backwards. . bjSTBA f CI r LOAD CASE(S) Standard S4./GWALO �c4`EO P R,OFFS ��\5� �NG,INEFR cSj 9 2 �' 87022 PE \ r yol 1NN �q� OREG N ti;Aid �O0%8ER '\ $ A. HER EXPIRES:06/30/2015 October 23,2014 — (3......�,4 :.:.7P`a' a ,_,,_...:, -......,WL:i. _-.._;:-t>e: :n.,:,-,Fr,x,:;:-1a,1-.-,.- r ®WARNING-Verity design parameters and READ NOTES ON TNIS AND INCLUDED 7111EKREFERENCE PAGE 111.7413la8 1/29/2014 BEFORE USE 1■... Design valid for use only with tdTek connectors.This design is based only upon parameters shown,and Is for on IndlAduol building component. 11111 Appicoblrity of design parameters and proper Incorporation of component Is responsbllly of balding designer-not truss designer.Bracing shown - Is for lateral support of Individual web members only.Additional temporary bracing to insure stabilty during construction is the responsbliy of the M iTek' erector.Additional permanent bracing of the overall structure Is the responsibility of the balding designer.For generol guidance regarding tobricalion,quality control.storage.delivery.erection and bracing.consult ANSI/tEll Quality Criteria,1118-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Informallon available from Truss Mole Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SPI lumber Is specified,the design values are those effective 06/01/2013 by ALSC LENNAR 13-1/2" OPEN WEB JOIST @ 24" D.C. i 2571 MULBERRY AMERICAN PL13-280 UPPER •18/2015 1 Products 1 PIotID Length Product Plies Net Qty BM7 20-00-00 3 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM6 20-00-00 5 1/2"x 18"Glulam (1.8E 24F-V4 DF/DF) 1 1 BM3 21-00-00 5 1/2"x 19 1/2"Glulam (1.8E 24F-V4 DF/DF) 1 1 RM1 36-00-00 2X14 DF#2&BTR 1 1 RM1 19-00-00 2X14 DF#2&BTR 1 1 BM5 17-00-00 2X14 DF#2&BTR 2 2 RM1 13-00-00 2X14 DF#2&BTR 1 2 BK1 12-00-00 2X14 DF#2&BTR 1 1 BM9 12-00-00 2X14 DF#2&BTR 2 2 BM2 9-00-00 2X14 DF#2&BTR 1 1 BM1 8-00-00 2X14 DF#2&BTR 1 1 a ,Brial RM1 8-00-00 2X14 DF#2&BTR 1 1 r ,�r Is e BM10 7-00-00 2X14 DF#2&BTR 1 1 1�7 BM8 5-00-00 2X14 DF#2&BTR 2 2 1 BM4 4-00-00 2X14 DF#2&BTR 1 1 [ ALL BEAM SIZES PER ARCHITECT/ENGINEER BK1.•BI I RHI•RIM BOARD o 0 0 0 0 ACCESSORIES QTY 0 0 LL LL LL LL LL 0 LUS414 31 Q LU212 1 2X14 DF#2&BTR FOR SHEAR BLOCKING 30' I II 2X6 DF#2&BTR FOR RIBBON 36' II - II ® HU214-2 3 ® (3-I QD HUC212-2 1 l7o _ au I e'1 BM2L_--�� BK1 ...,' 1 q �"___„ - I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.j !m 6 FLOOR 1 QADINCi 40 LL 15 DL o LL o o LL io LL �o LL I I - L00R DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA M1 -- I k LL o 1n LL 'p LL U. LL JOIST WITH RIBBON 1 D - e Patifi umber ---1 - re �' — & TRUSS COMPANY [BO = START FRAMNG HERE I., i • r LENNAR 13-1/2" OPEN WEB JOIST @ 24"O.C. 1 2571 MULBERRY AMERICAN PL13-280 UPPER 6118/2015 fI Products PIotID Length Product Plies Net Qty BM7 20-00-00 3 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM6 20-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 .I BM3 21-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 RM1 36-00-00 2X14 DF#2& BTR 1 1 RM1 19-00-00 2X14 DF#2& BTR 1 1 BM5 17-00-00 2X14 DF#2& BTR 2 2 RM1 13-00-00 2X14 DF#2&BTR 1 2 BK1 12-00-00 2X14 DF#2&BTR 1 1 BM9 12-00-00 2X14 DF#2&BTR 2 2 BM2 9-00-00 2X14 DF#2&BTR 1 1 BM1 8-00-00 2X14 DF#2& BTR 1 1 RM1 8-00-00 2X14 DF#2& BTR 1 1 BM10 7-00-00 2X14 DF#2&BTR 1 1 BM8 5-00-00 2X14 DF#2&BTR 2 2 4 BM4 4-00-00 2X14 DF#2&BTR 1 1 m ! ALL BEAM SIZES PER ARCHITECT/ENGINEER I kaMI-RIM BOARD ACCESSORIES QTY u, 0 LUS414 31 LL o pe LU212 1 L 2X14 DF#2&BTR FOR SHEAR BLOCKING I 30' m 2X6 OF#2&BTR FOR RIBBON 36' © HU214-2 3 DO 1UC212-2 I 1 O ,, . . . . ... . '■� Q I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN l MI. ����: BM2 I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. iJiIIIII W W.1-111111111- • 15 DL , !FLOOR DESIGNED TO MEET OR EXCEED L1480 DEFLECTION CRITERIA! N I.1.1.1.. 1 i ' LL O O LL LL _ LL LL LL MO LL LL LL LL LL LL A .5. JOIST WITH RIBBON i 1 -- -- ag cr• eg=� Pacifi umber B LL LL LL I' � _ -- i & TRUSS COMPANY START FRAMING HERE i t•� mit MiTeke MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL13-280 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:R44739269 thru R44739274 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. c., GI E9 s/0 : 12PE 9 N A/, OREGON fp 4/./ 00 S4/18 E R \.\ A. HEc EXPIRES:06/30/2015 June 18,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/FPI 1. • NIits ® MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL13-280_UPPER Fax916/676-1909 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:R44739269 thru R44739274 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. 01ONIO . WS/jJ W,p' GOS �o Ay' ■/ ∎ 4, 49639 0 A, June 18,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. l 4 Job Truss Truss Type Qty Ply LENNAR R44739269 1.113-280_UPPER F01 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 Mlrek Inductees.Inc Thu Jun 18 09:31:43 2015 Page 1 ID:OilhLKKEepN1 FZ17gzmhOMy8PJ6-VDVbdEtMGHZ6RcOsrwFCUOcq JUhmWsDf6YJ4?Yz53KE 0-1-8 H I 2-6-0 I 1 1-10-4 1 1 1-1-8 1 I 1-2-0 11 0-11.0 1 Scale=1:32.5 1.5x3 I I 1.5x3= 354= 1.5x3 II 3x4 = 1.5x3 II 3x8= 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 8 7 8 9 10 ..0..A1 ....IJAMII 1 .. e MI 18 15 �, 13 12 11 3x6= 3x6= 3x10= 3x8= 1.503 II 3x4= 3x4= I 12-7-12 ] 18-8-4 { 12-7-12 8-0-8 Plate Offsets(X.YI-- 16;Q-3-0.Edael.(7:0-1-8,Edge],[12.0-1-8 Edge] LOADING(pct) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.07 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.14 16-17 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.02 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 purllns, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) DOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 17=611/0-5-8 (min.0-1-8),14=1203/0-4-0 (min.0-1-8),11=214/Mechanical Max Uplif111=38(LC 3) Max Grav17=615(LC 8),14=1203(LC 1),11=313(LC 4) �yTONIO kF FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. .P. TOP CHORD 2-3=-1808/0,3-4=-1808/0,4-5=-621/0,5-6=-62110,6-7=0/818,7-8=-340/415, Oa7 (Jf WASH W-y, 8-9=-340/415 �� , ry�• DOT CHORD 16-17=0/1293,15-16=0/1547,14-15=-818/0,13-14=-415/340,12-13=-415/340, ,' y 1. O,� Crt 11-12=-200/482 N WEBS 6-14=-761/0,2-17=-1377/0,2-16=0/554,4-16=0/307,4-15=-1026/0,6-15=0/1486, 7-14=-855/0,9-11=-5181215,9-12=-428/0 NOTES- 49639 w' - 1)Unbalanced floor live loads have been considered for this design. gkZP�.ClSTOk. .c 2)Refer to girder(s)for truss to truss connections. S`SIONALti�G 3)This truss is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/MI 1. 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. '\<(- - u.PROFe,s . LOAD CASE(S) Standard �,.GJ �NGI NE �Q29 ¢- 87022PE r N y �AOREG N r]° <U 'P O O �MQER \1 ps A. HO; EXPIRES:06/30/2015 June 18,2015 -.:s>. -f .- _•., .- .. - . ..,o -.._,, s ®WARNING•Verily doslgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev,02/16/2019 BEFORE USE. - Design valid for use only with Mock connectors.This design Is based only upon parameters shown,and Is for an Indiv'duoi building component. Applicability of design parameters and proper Incorporation of component is responebiSty of balding designer-not truss designer.Bracing shown Mil Is for lateral support of individual web members only.Additional temporary bating to insure stoblily during construclion 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 fobricolion.quality control.storage.delivery.erection and tracing,consult ANSI/1111 Quality Criteria,658-89 and BCSI Building Component 7777 Greenback Lane Solely Inrormolton available from Truss Plate Instllute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Suite 109 _ CBnn Hrighle rA95610 • Job Truss Truss Type pry Ply LENNAR R44739270 PL13-280 UPPER F02 FLOOR 3 1 __Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Jun 18 09:31:47 2015 Page 1 ID:OiIhLKKEepN1FZ17gzmhOMy8PJ6-N_k6SbwsKV4YvDJd4mK8eEmag53HSpbF1AHI8Jz53KA - I 1-2-0 1 1 1-2.0 1 f 0-10-12 I _ 2-5,0 1 Scale:1-=1' 3x4= 11.503 II 2 31.503 II 4 3x4= 51.503 II _ z, _ I e e e 1.5x3 II 304= 9 8 7 6 3x4 = 3x4= I 6-2-12 1 5-2.12 Plate Offsets(X.YI-- (2:0-1-8.Edgel.[7:0-1-8.Edge) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud 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 0.20 Vert(TL) -0.06 6-7 >999 380 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:29 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(fiat) 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=336/Mechanical,6=336/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=436/0,3-4=-436/0 . TONIO fj BOT CHORD 8-9=0/436,7-8=0/436,6-7=0/542 1** F WEBS 2-9=-551/0,4-6=-582/0 GQS ,OF WAS,jj� `p NOTES- y� KS., TOE d 1)Unbalanced floor live loads have been considered for this design. .. ;' N 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 ANSIITPI 1. ;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 ,d be attached to walls at their outer ends or restrained by other means. P 4, 49639 ty LOAD CASE(S) Standard S LISTER G 1 IONAL�� ���Ep P R Qp 2 Ct" 870 2PE /9 N yS -<>, OREGON 95) 4 A ‘o OM8ER u° O S A. H5\ EXPIRES:06/30/2015 1 June 18,2015 ., ..� .. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEE REFERAHCE PAGE 0W-7473 nv.021102015 BEFORE USE. Mg . Design valid for use only N with MTek connectors.This design h based only N u on parameters shown.and Is for an Individual building com ponent. Applicobllty of design parameters and proper Incorporation of component Is responstrifty 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 lubrication.quality control.storage.delivery.erection and bracing.consult ANSI/TPII Gasify Criteria,058.89 and SCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute.781 N.Lee Street,Suite312.Alexandria,VA 22314. Suite 109 __.- __Citrus Heights_CA.95610 4 Job Truss Truss Type Oty Ply LENNAR R44739271 PL13-280_UPPER F03 FLOOR 9 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc Thu Jun 16 09.31A8 2015 Page 1 ID.OIIhLKKEepN 1 FZ17gzmhOMy8PJ6-5AlUgxxU5pCOXNugeTrNBRJIRVJ4B8t0Fg1 rhlz53K9 - I 2-6-0 1 10e6i 1 1-7-0 11 1-64 1 1 2-0-0 1 2.0-0 Q-fie ; Scale=1:26.9 3x4= 1.5x3 11 1.5x3 11 3x8= 1.5x3 II 1.5x3 II 3x4= 1.5x3 11 3x5= 1.5x3= 1 2 3 4 6 6 7 8 9 r / -1.2111110 W . awz swum b e r 15 14 13 12 11 h711 3x4= 3x6= 3x4= 1.5x3 II 3x8= 34= 15-8-4 I 15-6.4. Plate Offsets(X.YI-- 16:0-1-8.Edael.113:0-1-8.Edae1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ltd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.20 13-14 >929 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.31 13-14 >595 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:70 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(ftat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(ftat) end verticals. WEBS 2x4 DF Stud/Std(flat) NOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=837/0-5-8 (min.0-1-8),15=843/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2938/0,3-4=-2938/0,4-5=-3112/0,5-6=-3112/0,6-7=-2577/0,7-8=-2577/0 v$TONTO , NOT CHORD 14-15=0/1839,13-14=0/3242,12-13=0/3112,11-12=0/3112,10-11=0/1566 WEBS 5-13=-128/303,2-15=-1974/0,2-14=0/1180,4-14=-432/0,4-13=450/193,8-10=-1725/0,8-11=0/1123,6-11=-776/0 p pF WAS\ y0 NOTES- /ti K<- L co 1)Unbalanced floor live loads have been considered for this design. I - N 2)Refer to girder(s)for buss to truss connections. to I 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 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 r�'•� I be attached to walls at their outer ends or restrained by other means. II 4 '49639 O f4� 5)CAUTION,Do not erect truss backwards. C.4 4C/STEV ' . LOAD CASE(S) Standard �SSIONu-s ��� CO O PR oFFSS 8 11 2PE , r ./ r N y RAJ, OREGO r)o O 9O ',1,/ 8 E R �1 On A. H - ' EXPIRES:06/30/2015 June 18,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1.7473 rev.027162015 BEFORE USE. Design valid for use only with Maek connectors.Th6 design Is based only upon parameters shown.and is for an individual building component. �� Applicability of design parameters and proper incorporation of component is respansbtity of building designer-not truss designer.Bracing shown 6 for lateral support of Individual web members only.Additional temporary bracing to insure stabifty during construction is the responsibility of the Mire k' e ereclor.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding lob ricotion.quality control.storage.delivery.erection and bracing.consult ANSI/1811 Quality Criteria,DSB-99 and BCSI Building Component 7777 Greenback Lane Safely Information avoRoble from Truss Plate Institute.781 N.Leo Street.Suite 312,Alexandria.VA 22314. Suite 109 ['Alms Heights CA gunis • Truss Truss Type Qty Ply LENNAR R44739272 PL13-280_UPPER F04 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co. Beaveron,Oregon 7.530 s Jul 11 2014 Wei,Industries,loc.'Thu Jun 18 09:31:49 2015 Page 1 ID:OiIhLKKEepN1 FZ17gzmhOMy8PJGKNssiHy6s7KF9XTOCAMcjfruXvoLwkUYUUmpoCz53K8 _ I 2,5-_17 I 1 3x4= 2 1.5x3 II - Scale=1:8.5 II ril II m 1 4 3 1.5x3 II 3x4= I 2-8-12 2-8-12 LOADING(pat) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) 0.00 4 '•'• 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.04 Vert(TL) -0.01 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:13lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(ftat) TOP CHORD Structural wood sheathing directly applied or 2-8.12 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 10-0-0 oc bracing. REACTIONS. (lb/size) 4=143/Mechanical,3=143/Mechanical FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- TONIO A 1)Refer to girder(s)for truss to truss connections. 2)This truss Is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Goc ipf WAS1�� 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 C be attached to walls at their outer ends or restrained by other means. tiT . - p.•. .p 'O LOAD CASE(S) Standard I x N U. 6„ „4-9639.4 `-',4,,, oisT> %%% SS'ONALtiIAC5 wii _ ,\��Ep P R OFEss 'L 870 2PE r N yN co Aj, DREG N q9 1O'p cM1 \-%.0 OBER \ S A. HE Y\ EXPIRES:06/30/2015 June 18,2015 A.WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with ANTek connectors.This design k based only upon parameters shown,and Is for on individual building component. MI Applicability of design parameters and proper incorporation of component is responsibilty of bolding designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stubbly during construction Is the responsibility of the M iTe k' erector.Addilionoi permanent bracing of the overall structure is the responsibility of the building designer.For generol guidance regarding fabrication.quality control.storage,delivery.erection and bracing.consult ANSI/IPI I Quality Criteria,058-89 and SCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Suite 109 -- — -_Citrus Heights,CA 9-SI11L.-__-_ I' • Job Truss Truss Type Qty Ply LENNAR R44739273 PL13-280_UPPER F05 FLOOR 5 1 Job Reference{optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 112014 Milek Industries,Inc Thu Jun 180931:502015 Page 1 ID:OiIhLKKEepN1 FZ17gzmhOMy8PJ6•oZOFSdylcOS6mh2ClutrGsO_9Jvgf0kt1j8 Wylez53K7 • I _241-_11 I 10-9-12 I I t-2-0 1 i 1-7-6 1 • Scale=1:29.4 1.5x3 II 3x8= 1.54 II 3x4 = 1.5x3 II 4x4= 1.50 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 B 9 • I � - �■ Mail% a •. 1'I 14 13 12 11 10 3x5= 3x8= 4x6= 1.5x3 I I 3x5= 3x5= 12-5-12 I 11-3-12 111-t0013 121714 18.10.4 I 11-3-12 0-7.0 0-7-0 4-3-0 0.1-0 Plate Offsets(X.Y)-- )6:0-1-B.Edgej.)11:0-1-8.Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toe) 1/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.28 13 >712 480 MT20 2201195 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.45 13-14 >444 360 BCLL 0.0 Rep Stress Ina YES WB 0.70 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code IBC2012rTP12007 (Matrix) Weight:75 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except BOT CHORD 2x4 OF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(ftat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 15=920/0-1-12 (min.0-1-8),10=920/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3326/0,3-4=-3326/0,4-5=-3720/0,5-6=-3720/0,6-7=-3110/0,7-8=-3110/0 liTONIO N. BOT CHORD 14-15=0/2033,13-14=0/3848,12-13=0/3110,11-12=0/3110,10-11=0/2042 P` `<R WEBS 6-12=-365/0,7-11=-424/0,2-15=-2182/0,2-14=0/1388,4-14=-560/0,4-13=-251/179,5-13=-421/0,6-13=0/1007, OS )i WAS-1/1 4 8-10=-2192/0,8-11=0/1271 V 4w 0 "L, �O NOTES- . . y t. N 1)Unbalanced floor live loads have been considered for this design. \I ' 2)Refer to girder(s)for truss to truss connections. \ �Zr // 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. .4 \ 4963 4)This truss Is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSITPI 1. 7' 4, p ,,S�r'Sr 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 °.1 , �0./ 1-k� 1' be attached to walls at their outer ends or restrained by other means. sSIONAL�''� LOAD CASE(S) Standard c.5 -NG)NEFR /q2 Lr 8 • 2PE r 9r yCP / .N �'0j., OREGO rL�O<C/� '�O FM8 E R 11 On A. HE9� EXPIRES:06/30/2015 June 18,2015 ®WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII•7473 rev.02/16/2015 BEFORE USE. - Design valid for use only with ANTek connectors.Ifsis design is based only upon parameters shown,and Is for on Individual building component. MII• _ Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of hdNiduai web members only.Additional lemporory bracing to Insure stability during construction Is the responsibility of the MiTek• erector.Additional permanent bracing of the overall structure Is the responsibly of the building designer.For general guidance regarding fabrication.quality control storage,delivery.erection and tracing.consult ANSI/IPI1 Quality Criteria,DS1-89 end BCSI Building Componenl 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312-Alexandria,VA 22314. suite 109 --— --Ctltustleigbt4-CA-85610 hP" • Job Truss Truss Type Qty Ply LENNAR R44739274 PL13-280_UPPER F06 FLOOR 5 I _ Job Reference(optional) pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Jun 18 09:31:51 2015 Page 1 - ID:OIIhLKKEepN1FZ17gzmhOMy8PJ6-GI dIzzNNkazOrdPJbP4p4xCki0dOTCrxoFVH4z53K6 0-1-8 H I 2-6-0 I I 1-10-4 1 I 14.8 I I 1-2.0 110-10-8 1 Scale=1:32.4 1.5x3 II 1.5x3= 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x8= 304= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 / II / I7. 2 18 I�■- Y�e` \►e 1� OM IK4 OM 16 15 r4 13 12 - 3x6= 3x6= 3x10= 3x6= 1.5x3 (I 3x4= 3x4= 1 12-7-12 1 18-7-12 12-7-12 6-0-0 _Plate Offsets(X Y)— (61)-3-0.EdgeJ.[7:0-1-8.Edge].(12:0-1-8.EdgeJ LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (bc) I/def Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.07 15-16 >999 480 MT20 220/195 • TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.14 16-17 >999 360 • BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.02 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 6-0-0 oc bracing. REACTIONS. (lb/size) 17=611/0-5-8 (mill.0-1-8),14=1203/0-4-0 (min.0-1-8),11=210/0-2-0 (min.0-1-8) Max Upliftl1=-40(LC 3) Max Grav17=615(LC 8),14=1203(LC 1),11=310(LC 4) 01ONIO H£�,,ppp,'' TOP C H D -Max.Comp./Max.Ten.-All forces 250 5-6 or less,except 818, shown. S WAS TOP CHORD 2-3=-1807/0,3-4=-1807/0,4-5=-fi18/0,5�=-618!0,6-7=0/818,7-8=-333/416, 0 04 yIti 8-9=-333/416 G/s1 ' C> • BOT CHORD 16-17=0/1292,15-16=0/1546,14-15=•818/0,13-14=-416/333,12-13=-416/333, hC' -2v O 'l 11-12=-204/475 r0 • • `1- N WEBS 6-14--762/0,2-17=-1376/0,2-16=0/553,4-16=0/307,4-15=-1026/0,6-15=0/1486, I ; 7-14=-851/0,9-11=-510/219,9-12=-433/0 .tr, NOTES- 15 4,„49639ti� w4 1)Unbalanced floor live loads have been considered for this design. �` CISTER - 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. `S.c, — �G 3)This truss Is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1. - 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. 0 PROF • LOAD CASE(S) Standard �0' 0AG[�1ER s/0� 4z14.4 870 2PE 9r � y �Aj, OREGON,rye O r �O FMB E R 11 OS A. HER\--\P EXPIRES:06/30/2015 . June 18,2015 - A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE P011-7473 rev.02/I8/2015 BEFORE USE. mime• Design valid for use only with Wick connectors.This design is based only upon parameters shown.and is for an Individual building componenl. MI Applicability of design parameters and proper Incorporation of component h responsblily of building designer-not Iruss designer.Bracing shown - is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction h the responsbility of the M iTe k' erector.Additional permanent bracing of the overoi structure is the responsibiity of the building designer.For general guidonce regarding fabrication quality control storage,delivery.erection and bracing.consult ANSI/TPl1 Quality Criteria,DS0•89 and SCSI Building Component 7777 Greenback Lane Solely Information available from Tans Plate Institute.781 N.Lee Street,Side 312.Alexandria.VA 22314. Suite 109 ._, -. CIlruc Hrightc CA 9561 It --_ Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/a Center plate on joint unless x,y 6-4-8 dimensions shown int ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawngs not to scale) Damage or Personal Injury MM. Dimensions are in ft-in-sixteenths. mili. 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 atways required. See SCSI. TOP CHORDS 7 „ 2. Truss bracing must be designed by an engineer.For 0"/16 wide truss spacing,individual lateral braces themselves WEBS may require bracing,or alternative Tor 1 � .. ��, p bracing should be considered. IRMA* A ( 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. r0 Q 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c a cba cs s designer,erection supervisor,property owner and plates 0-'nd' from outside BOTTOM CHORDS oil 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 jcint 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 wit 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. B. Unless otherwise noted,moisture content of lumber shat 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 shat be of the species and size,and in all respects,equal to or better than that 0," Indicated by symbol shown and/or specified. by text in the bracing section of the 13.Top chords must be sheathed or purfins provided at output. Use T or I bracing 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 otter truss member or plate without prior (supports) occur. Icons vary but ©2012 MTek®All Rights Reserved approval of on engineer. 41AlMidiP reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. Mme® 18.Use of reen or treated lumber may y pose unacceptable r;. environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI l: 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. is sufficient. BCSI: Building Component Safety Information, rt/I iTe ke' 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.02/16/2015 , . , •