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Report a-Jo /u STAGY=UO 1 ?/ ,l,. , - 1 - l0SIS— S� Ce 77Z ,fir• �,� I 9-1/4" OPEN WEB JOIST @ 24" O.C. IRMII 1 LENNAR - 2571 MULBERRY ENGLISH ",ti� ® FO, LT- I PL13-298 MAIN I 101 1:`,7 112/19/2013 1 • 1051 i 0 I Products Fosf q PIotID Length Product Plies Net Qty BK1 34-00-00 2x10 DF No.2 1 1 DI ° I'�� o F1 RM1 34-00-00 2x10 DF No.2 1 1 FOG RM1 30-00-00 2x10 DF No.2 1 1 4 I ° I ° I RM1 28-00-00 2x10 DF No.2 1 1 FO5t RM1 6-00-00 2x10 DF No.2 1 1 1 °-FO ° BK1 2-00-00 2x10 DF No.2 1 1 1 BM3 8-00-00 BB01 1 2 `-F_? BM1 7-00-00 BB01 1 2 ° Mil ! BM2 6-00-00 BB01 1 2 I ;l . 1 d BM4 5-00-00 BB01 1 1 1 I_IBM41_ 1 1 _ ALL BEAM SIZES PER ARCHITECT/ENGINEER - 1 ° BK1■BLOCKING I 1 RMI-RIM BOARD F'i ACCESSORIES QTY I _ 2 X 10 DF No.2 FOR SHEAR BLOCKING 16' • 1 F71 I I FIJI I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ° I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.1 1 fo5 /�\/I • • • • • 40 LL •• ••• • 15 DL • i;- - •••• • • u LL FLOOR DESIGNED TO MEET OR EXCE:Q LigtiaDEFLECFIQU C17.1TERIAI • ��M31 I BM2] BM1 • • • I • • 1 .11111.11111, ddd •. • • •••• • • JOIST WITH RIM • • •• • •• •• IBM31 IBM2; WI • • • • i • • • �-. pj :. • • '`'' & TRUSS COo Y ^ • m • I d. —p ` I m.... O� 1 O CC Z•' ° <> m I (p crI — O0 a Z 9-1/4" OPEN WEB JOIST @ 24" O.C. i IRM11 FLENNAR EI FJ- I ° 2571 MULBERRY ENGLISH . I -F. IF,.., PL13-298 MAN •••••• • ° i 12/192013 •• • • "1 r - - --- FL; IFCS ° wl V •••• • ••• • • • • • I IFOr ; r°5 ; PIotID Length Product Products Plies • • - _ .Net.QtY IFOC 1 = i BK1 34-00-00 2x10 DF No.2 1 •1;••; • I ° RM1 34-00-00 2x10 DF No.2 1 ••1..• .•• • • I Fos I RM1 30-00-00 2x10 DF No.2 1 •.1;..• •' •• •• •• ° RM1 28-00-00 2x10 DF No.2 1 1. •• •••••••• •• • 11 I ° { RM1 6-00-00 2x10 DF No.2 1 •1 •••• • • I I _ ° BK1 •2 2-00-00 2x10 DF No.2 1 1 • I BM3 8-00-00 BBO1 1 ••2•••. •••••� I MIME ° BM1 7-00-00 BBO1 1 *2 ••••• • • BM2 6-00-00 BBO1 1 . •••• • I II I BM4 5-00-00 BBO1 1 1 1 • • • • 2 I fl I . I ALL BEAM SIZES PER ARCHITECT/ENGINEER . �Fb; ° ali.Bc RM1=RIM M BOARD I IFS t j ACCESSORIES QTY I ° • pt.; 'I 2 X 10 DF No.2 FOR SHEAR BLOCKING 16' 05 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I ,5 I 1 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. b ° I , I FLOOR I OADINt 40 LL 15 DL ----_--M..--- ® ----41--- M3 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' �Il S T . BM2' JOIST WITH RIM F;0 „ Pacifi F umber ° I & TRUSS \ COMPANY FG; om 1 1 1 I A + , y 4 • •• •. •• • • • • •• • • • • • • • •• .. • • • • • e ... • • •• • • • • . . .mINNI0 • • • • • • 4 • ••• • • • • •. • • • e • • •• M II • •" •" " • • • •. • •• • • • ... . . . • ••• ••• •MiTok.USA,.lnc. •• : •• •/7:d.eepback Can: : : :'Sii?P•1D :'. : • • ••• •Dims Meights!CR,95610 Telephone 916/676-1900 Re: PL13-298_MAIN Fax 916/676-1909 2571 MULBERRY ENGLISH 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: R41104319 thru R41104323 My license renewal date for the state of Oregon is December 31,2014. I Lumber design values are in accordance with ANSI/TPI 1 section 6.3 - These truss designs rely on lumber values established by others. I ED P R OFF ��� GSS \� NEF / 0 �c � 2 9 er :.•A •PE r 4.. i y ORE• No 1 A•0•L,qRY 12 20\ " , SOON Digital Signature EXPIRATION DATE: 12-31-14 December 19,2013 Ong,Choo Soon 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. te .. • • • •• ••• • ••• • r miEml• • • • • •• •• •• •• •• •• •• • • • • • •• •• •• ••• •• • • • • • ••• •• ••• • •• • •• • • • ® • • •• • • • • •• •• • ;•; ••• • • • • Mire ••• • ••• •• •• • • • • ••• MiTek USA, Inc. • 7777 Greenback Lane • " "• "' • Suite 109 • • • • • Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL13-298_MAIN Fax 916/676-1909 2571 MULBERRY ENGLISH 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: R41104319 thru R41104323 My license renewal date for the state of Washington is March 20,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. X00 SOON O� C of WASy4, G " C� .0. I fib, P 4, 46598 Q 'i OA Cois ARE w ttS.5, • • V/ 0\ December 19,2013 Ong,Choo Soon The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. • 4 • •• •• •• • • • • •• • • • • • • • •• •• • • • • • • ••• • • •• • • • • f Job Truss Truss Type Qty y�ly. •2571 nry�L6ERRy EtTLISH • • • S • •• R41104319 P113-298_MAIN F03 Floor 9 I Job Reference(optional) Pacifsc Lumber d Truss Co.,Lake Oswego,Oregon 7.420 s May 10 2013 MiTek Industries,Inc.Thu Dec 19 13:59:36 2013 Page 1 r ID:6Tk319xtNCM5a7JJZapleyrkv-Z5 jV.KO7ioRzZsr.95nf2nreASYyM4W2P7y7M_r • • •• • • •• - ! 2-6-0 I ! 2-0-0 I I 1-11-12 I •• • • • • • • • • • • • • • • ••• • • • ••• • Scale=1:33.6 ••• ••• • • •• •• • • • • • • • ••• ••• •• • • • • • ••• • • 1.5x3 II 3x8= 1.5x3 II 3•8= 3x4 II 308 = 1.5x3 II 3x8= 1.5x3 II 1 2 3 4 5 6 7 8 9 qq� 1 1. .... • w Id 0 %r S 1�f 13 11 It 3x5= 3x10= 3x10 = 3x10 = 3x5= 10-0.0 I 9-9.0 9 i 19.8.12 I 9-9-0 0-.- 9-8-12 0.1.8 LOADING (psf) SPACING 2-0-0 CSI DEFL In (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.07 13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.15 13-14 >795 360 _ BCLL 0.0 Rep Stress Ina YES WB 0.61 Horz(TL) 0.02 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:84 lb FT=0%F,0%E • LUMBER BRACING TOP CHORD 2x4 OF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, - BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 14=419/0-1-8 (min.0-1-8),10=418/0-1-8 (min.0-1-8),12=1320/0-4-0 (min.0-1-8) Max Gray 14=463(LC 3),10=462(LC 4),12=1320(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOO SOOAt oil, TOP CHORD 2-3=-1519/0,3-4=-1519/0,4-5=0/1692,5-6=0/1692,6-7=-1511/4,7-8=-1511/4 BOT CHORD 13-14=0/1327,12-13=-528/534,11-12=-535/522,10-11=0/1323 C' OF WASINJ C WEBS 2-14=-1368/0,3-13=-251/0,4-13=0/1197,4-12=-1785/0,8-10=-1364/0,7-11=-251/0,6-11=0/1203,6-12=-1770/0 Ay e^. G G Jr 1 NOTES h V�.- t�tt_ �'Z 1)Unbalanced floor live loads have been considered for this design. - 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14,10. hr. ' 3)This truss is designed in accordance with the 2012 International Building Code section 2306,1 and referenced standard ANSI/TPI 1. A rr�/ 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. 4 46598 o we Strongbacks to be attached to walls at their outer ends or restrained by other means. OTC, 44015 I ERA 5)CAUTION,Do not erect truss backwards. FS G1 SIONAL�� LOAD CASE(S) Standard �5 cO PROpec, 4(0 �NGINEFR /0 8 •40PE r ' r y OR SON 0 .ve./ 2c."yARY 12' 0�OO SOON Digital Signature EXPIRATION DATE: 12-31-14 December 19,2013 t __ r v WARNING-Verify design parameters and READ NOTES ON MS'AND IM IUDED NITEX REFERENCE PAGE HII.7473/e It 02/26/20I3 BEFORE USE r Design valid for use only with MiTek connectors.This design h hosed only upon parameters shown,and b for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown II is for lateral support of indMdual web members only.Additional temporary bracing to insure stability during construction is the rospansibl6ty of the MiTek* erector.Additional permanent bracing of the overall structure Is the responsibilly of the building designer.For general guidance regarding fabrication.quality control.storage,delivery.erection and bracing.consult ANSI/IF11 Quality Criteria,DSB•89 and 9051 Building Component 7777 Greenback Lane,Suite 109 r Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 __ If Southern Pine(SP/lumber is specified,she design vatuu are those effective 06/01/2013 by ALSO __ I, •• • • • • •• •• •• • �. • • • • • • • • • • • •• •• • • • • • • •• • • ••• • • • • • • • • • • Job •• Huss • • • TrustType • • • Qty Ply 2571 MULBERRY ENGLISH R41104320 PL13-298 MAIN F04 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,,ejypswe%r,Oregon • • • • 7.420 s May 10 2013 MiTek Industries,Inc.Thu Dec 19 14:01:12 2013 Page 1 • • •• • • • • • • •• ID:6Tk319xtNCM575nf?JJZpky8Nkv-IZ_SLgfgUpULJCIOU73aaOeTikSOPhm4ROm7n7y7LzL •• • • • • I 2.1-8 1 22 . • 1.41-12 • • 1• 2-6-9 I • • • • • • • • • • • ••• • • • ••• Scale=1:20.0 •• •• • • • • • • • • •• ••• ••• 1.5x3 I I • 3x8= • • • 3x8= 1.5x3 I I 3x8= 1.5x3 11 1 2 3 4 5 6 II dWaal "�� 111W/112511 I WO I 11 / ►.� 1i I/ 8 711 3x5 = 3x6 = 3x10= 3x5= 1 2-4-8 2-p10 12-2-12 1 2-4 8 0-1- 9-8-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.07 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.15 7-8 >781 360 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.01 7 n/a n/a _ BCDL 5.0 Code I0C2012/TP12007 (Matrix) Weight:53 lb FT=0%F,0%E LUMBER BRACING e I r TOP CHORD 2x4 DF No.1&Bir(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 10=-181/0-1-8 (min.0-1-8),7=466/0-1-8 (min.0-1-8),9=1047/0-40 (min.0-1-8) Max Uplift 10=-267(LC 4) Max Gray 10=35(LC 3),7=467(LC 4),9=1047(LC 1) X00 SOON Qt, FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=0/980,3-4=-1555/0,4-5=-1555/0 G OF WASff1� 0 BOT CHORD 9-10=-980/0,8-9=0/586,7-8=0/1344 ,,�V 1=,:� 0 WEBS 2-9=-533/0,2-10=0/1017,5-7=-1386/0,4-8=-253/0,3-8=0/1019,3-9=-1638/0 �Q 0. O ;•NOTES —_— I 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. A r�/ 4 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 267 lb uplift at joint 10. 'p R 46598 o w 4)This truss Is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 0 .4%r1 Rti 5)Recommend 2x6 slrongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails, 1 Strongbacks to be attached to walls at their outer ends or restrained by other means. SSIONAL�\G 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard CD 2 8 •40PE -7r i .17 ORE •N No 0 Cy0ei RY 12-,OTC? SOON Digital Signature I EXPIRATION DATE: 12-31-14 December 19,2013 Q WARNING-Verify design parameters and READ NITESON THIS AND IMIUDED HIM REFEREM PAGE H11-1413ree01/16/1013 BEFORE USE Design valid for use only with Mileir connectors.This design is based only upon MI gr ty g ty p parameters shown.and Is for 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 lemporory bracing to Insure stability during construction is the responsibelily of the M ITe k + erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage.delivery,erection and bracing.consult ANS171PI1 Duality Criteria,058-89 and BC51 Building Component 7777 Greenback Lane.Suite 109 Safety Information ovailable from Truss Plate Institute,781 N.Lee Street-Suite 312.Alexandria.VA 22314. Citrus Heights,CA.95610 HSouthern Pine WI lumber Is specked,the design values are those effective 06/01/2013 by ALSC t • •• •• •• • • • • • • • • • • • •• *co • • • • • • ••• • • •• •• •• • • • • •• • • • • • • Job Truss Truss Type Pty ly• • 2571 kRILPERRIEbtLISH • ~ R41104321 PL13•298_MAIN F05 Floor 18 1 Job Reference(optional) ri pacific Lumber&Truss Co.. Lake Oswego,Oregon • 7 43oR Jul 25 2013 IliTek Inc/hides,Inc.TIRr Dec 190044.07 2013 Page 1 1D:6Tk319xINC11S75nf4aJZSSry8NkvC3MNAfauRx52LM BCfr114DzeG6KGJmechvXny70cc • • • • • • • • • •• 2�o I I 1-11.12 •_ 1 1 1-10-8 1 • • • • • • • • • • • • • • • • • • • ••• • • • ••• • Scale=1:34.2 ••• ••• • • •• •• • • • • • • • ••• *ells •• • • • • j. • ••• • • 1.553 II 3x8= 1.5x3 11 3x8= 3x4 11 3x8- 1.5x3 II 3x8 = 1.5x3 11 1 2 3 4 5 8 7 8 9 kire ore A' 1 13 11 3x5 = 3x10= 3x10 = 3x10= 3x5 = 9.11-12 1 9-5-12 19-7-4 9-8-12 0-IS 9.7.5 0-1-5 LOADING(pst) SPACING 2-0-0 CSI DEFL In (lac) Udefi Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.07 13 >999 480 MT20 2201195 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.15 13-14 >798 360 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.02 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:84 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except - BOT CHORD 2x4 DF No.1&Btr(tlat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 14=418/0-4-4 (min.0-1-8),10=412/0-2-0 (min.0-1-8),12=1312/0-4-0 (min.0-1-8) Max Gray 14=461(LC 3),10=457(LC 4),12=1312(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. boo SOON O� TOP CHORD 2-3=-1509/0,3-4=-1509/0,4-5=0/1682,5-6=0/1680,6-7=-1471/19,7-8=-1471/19 BOT CHORD 13-14=0/1322,12-13=-520/519,11-12=-556/463,10-11=0/1303 G ov WAS414. 0 WEBS 2-14=-1363/0,3-13=-250/0,4-13=0/1198,4-12=-1770/0,8-10=-1344/0,7-11=-251/0,6-11=0/1224,6-12=-1698/0 J ''- CT NOTES >3 r°- i`' 0, r. 1)Unbalanced floor live loads have been considered for this design. I - 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 3)This truss Is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /ri5 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 15 "e 46598 Q zy be attached to walls at their outer ends or restrained by other means. Ot, FC/STE0' 4" 5)CAUTION,Do not erect truss backwards, t* LOAD CASE(S) Standard SsIONAL,V' c-i G 1 N - S/ C�� '9 �2 8 40 P E -37c -9 OR ON r.� ti o `y0'''g A Y 12 O�� O SOON Digital Signature EXPIRATION DATE: 12-31-14 j December 19,2013 4 a IiARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED HITEK REFEREMf PAGE HII-1473 nil.02126/2013 BEFORE USE • Design valid far use only with MiTek connectors.This design Is based only upon parameters shown.and h for on Individual balding component. 1#111 Applicability of design parameters and proper Incorporation oI component is responshs lily of building designer-not Truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to Insure slablllty during construction Is the responsibCtlly of the • erector.Additional permanent bracing of the overol structure Is the responsibility of the building designer.For general guidance regarding MITele fabrication.quality control.storage.delivery.erection and bracing-consult ANSI/Till Quality Criteria,058-89 and SCSI Balding Component 7777 Greenback Lane,Suite 109 Solely Inlormalion available from Tnus Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Carus Heights,CA,95610 If Southern Pine(SP)lumber Is specified,sin•design values are those•lhcti •06/01/1018 by ALSC .• • • • • •• •• •. • , • • •• • •• • •• • •• • • •S II • • • •• •• • •• • • •••• • • • • • • • •• • • *Ai_ ---- • • ei • •• 4 Job Truss Truss Type Oly Ply 2571 MULBERRY ENGLISH R41104322 PL13.298 MAIN F06 Floor 14 1 Job Reference(optional) • Pacific Lumber 6 Truss Ce.: Lail Owego,reeorr ••• ••• • 7A30 s Jul 25 2013 Mitek Industries,Inc.Thu Dec 19 08:4408 2013 Page 1 • ••• • • • • ID:6Tk319xtNCM575nf7 JJZpky8NkvgFxuOOghV tlEDuyVg4lYiRC?jNulbD3jwIGOS3Dy7Qcb I 2& .—w • • • • • • • - • • • • • • . 1- 2-i-8 1 I 2-2-12 1 • ••• • • • ••• Scale=1:35,1 S• •• • • *So • • • • • • •• ••• ••• • • • • S•• 1.5x3 II 1.50 I I 3x8= 1.5x3 I I 3x8= 3x4 II 3x8= 3x6 FP= 3x8= 1.5x3 II a1 2 3 4 5 6 7 6 9 10 i ....---, -■,,,,,„..------........4 -- ...._._ LI,..■arre................ i■--.... .-.0■-— -.----..I.N.Imt■-----..,■99.... •. . . ,.. . ,.... 16 15 14 12 1 3x5= 3x10= 3x6 FP= 3x10= 3x10= 3x5= 10-1-8 I 9-1041 1LRg 20-1-4 I 9-104 0- 9-11-12 0-1-8 LOADING(ps() SPACING 2-0-0 CSI DEFL In (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.08 12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.15 11-12 >778 360 • BCLL 0.0 Rep Stress Ina YES WB 0.60 Horz(TL) 0.02 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:86 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.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) 11=431/0-4-4 (min.0-1-8),13=1343/0-4-0 (min.0-1-8),16-424/0-2-0 (min.0-1-8) Max Gras 11=474(LC 4),13=1343(LC 1),16=469(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ?S\DO SOO1y O� TOP CHORD 2-3=-1571/0,3-4=-1571/0,4-5=0/1721,5-6=0/1723,6-8=-1609/0,8-9=-1609/0 BOT CHORD 15-16=0/1353,13-15=-528/613,12-13=-493/671,11-12=0/1372 pF Wits-ii WEBS 5-13=-255/0,2-16=-1395/0,3-15=-251!0,4-15=0/1177,4-13=-1871/0,9-11=-1415/0,6-12=0/1151,6-13=-1945/0 i-� C�NOTES /p, tit O 1)Unbalanced floor live loads have been considered for this design. / •, 2)Provide mechanical connection(by others)of truss to bearing plate at Joint(s)16. ;4/ 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /4..i1 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 ,� 46598 o w� be attached to walls at their outer ends or restrained by other means. o,, FCISTE09 5)CAUTION,Do not erect truss backwards. 4's`rIONALtiG\ LOAD CASE(S) Standard �,\� N(,1NFF'9 /O/!'y �- : 640P E r" O. • -v a RE o 0yti 0g CR Y 12.O\O O SOON Digital Signature EXPIRATION DATE:12-31-14 December 19,2013 r a a(YARNING-Verify design parameters and READ NOTES ON THIS AND IMIUDED 141IEK REFERENCE PAGE 1411.7413 re 1c 01/16/1013 BEFORE USE __ Design valid for use only with Mire's connectors.This design is based only upon parameters shown.and is for an individual bulldog component. Mil. 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 responsibEity of the M iTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding a fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/7111 Quality C,Berta,059-B9 and KS!Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N.Lee Street.Suite312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP/lumber Is specified,the design valve s an thou effective 06/01/2013 by ALSO - A • • •• •• •• • • • • •• • • •• • • • • •. •• • • • • • • ••• • •• ••• • • • • • • • • •••• • • • . Job Truss Truss Type Qty I'ly• •2571 k JLBERROEN ISH • • R41104323 PL13.288 MAIN F07 Floor 3 1 Job Reference(optional) —pacific Lumber&Truss Co., Lake Oswego.Oregon • 7.4305 Jul 25 2013 NITek Ingistries,Inc.TIRr Dec S3 S44.08 2013 Page I ID:6Tk319xtNeNY575nefJJ2kyeNkitgFituOEgV/hEDuyVVRYiRON)Rh1 be3mlvtGOS3Dy7Qcb • • • • • • • • • •• I—_ 2-2•12 1 2•6-0 I • • • • • • • • • • ••• • • • ••• • Scale=1:17.5 ••• • • • • •• •• • • • • ••• S e r e •• • • • • • • • • • • • 1.5x3 II 3x8= 1.5x3 II • • • 3x8•- • 1.5x3 II 1 2 3 4 5 Roilli . I. II" 1-■IdllIllIllIllillMIIIIIIIIIIIIIIIIIIIII■--_.....-. ...--- mu 7 ♦ 8" , 3x10 = 3x5= 3x5= 0)1- 10-1-4 1 0-1-� _.. ... _. - -- 9-11-12__ LOADING(psi) SPACING 2-0-0 CSI DEFL in (lac) Udell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.09 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.17 6-7 >709 360 - BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:43 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 10-0-0 oc bracing. REACTIONS (lb/size) 6=549/0-4-4 (min.0-1-8),8=549/0-2-0 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2198/0,3-4=-219810 ,00 SOON 04, BOT CHORD 7-8=0/1546,6-7=0/1669 WEBS 4-6=-1722/0,4-7=0/545,2-7=0/672,2-8=-1607/0 G,p4 wASlir/�C G k-. l NOTES . . tii: O 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. -2)This truss is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. co h A x 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 -; t be attached to walls at their outer ends or restrained by other means. ,-,6 r , ck- LOAD CASE(S) Standard �O� AFC 6 I ERGO -4 ,A, Is V's- -(<51 -1) PROre ,� �GINES X \ �� F9 04. � Q : 640PE r • -9 ORE gar c, ti o Ox, 0,1 A7.OC,C� o SOON Digital Signature EXPIRATION DATE: 12-31-14 December 19,2013 A WARNING•Verify design parameters and READ NOTES ON MIS AND MINDED HIM REFERENCE PAGE HIT-1473 re K 02/26/2013 BEFORE USE Deslgn valid for use only with Milek connectors.This design Is based only upon parameters shown,and Is for on Individual bufding ub component. Applicability of design parameters and proper Incorporalion of component is respon5ly of buiding designer-not truss desgne• ac .Bring shown is for lateral support of Individual web members only.Additional temporary bracing le insure stabliity during construe Ton is the respons'bilily of the erector.Additionol permanent txacing of the overall structure Is the responsibility at the building designer.For general guidance regarding MiTele fabrication.quality control,storage,delivery,erection and bracing.consuil ANSI/TPII Quality Criteria,DS8.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Inlormalton available horn Truss Plate institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by ALSO I LENNAR 13-1/2" OPEN WEB JOIST @ 24" O.C. 2571 MULBERRY ENGLISH PL13-298 UPPER 6/18/2015 Products PIotID Length Product Plies••Net•Qty • • BM7 20-00-00 3 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 '. 3•: BM3 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 J t F'). 1 . 1 • BM6 20-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/Dfl.•. 1 ;"t:• 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 •••3•• • RM1 13-00-00 2X14 DF#2&BTR • 1 ••2• •. •. BK1 12-00-00 2X14DF#2&BTR •• • 1 •••i.. BM9 12-00-00 2X14 DF#2&BTR '.; • .. LENNAR 13-1/2"OPEN WEB JOIST @ 24"O.C. 2571 MULBERRY ENGLISH PL13.288 UPPER 8/18/2015 Products PlotiD Length Product Plies Net Qty BM7 20-00-00 3 1/2"x 12"Glulam(1.BE 24F-V4 DF/DF) 1 1 BM3 21-00-00 5 1/2"x 16 1/2"Glulam(1.BE 24F-V4 DF/DF) 1 1 BM6 20-00-00 5 1/2"x 18"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 PFL �� BM8 5-00-00 2X14 DF#2&BTR 2 2 ti ®® BM4 4-00-00 2X14 DF#2&BTR 1 1 n r1 ALL BEAM SIZES PER ARCHITECT/ENGINEER i I' 1 BK1.BIDIXING RMl a RIM BOARD 1 ACCESSORIES QTY © LUS414 31 - o o ,'0 o o ® LU212 1 LL ti' i.LL "' 2X14 DF:2&BTR FDR SHEAR BLOCKING 30' 2X6 DF*2&BTR FOR RIBBON 36' Q HU214-2 3 ■ HUC212-2 1 1-0 immol 1 n I 1 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I • • • • • BK1 C I • HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I • • 40 LL • • • • • o a o 15 DL •i •••• LL LL • • IIIII [FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERI8J••• • • • 3- MIMIMI • o l0 0 0 0 0 0 0 0 • _ 0-7. _-- 1 i a •••• • • •• •• • • •• • 8 $ 8 8 8 m JOIST WITH RIBBON •••••• •• E; I � • • • •• •••• • -=a- •Q Pacifi umber ••....• •• ••[1g S 1 LL LL LL CLL C & TRUSS COMPANY • ••• START MRAMIMG HERE r •• • • • • •• •• •• • a • • • • • • • • • • • •• •• • • • • • • •• • • ••• • • • •• •• •• •• •• �— •• • • • • • • • • • •• • • • r1iTetc'• :•: :.: :.: . . •• •• • • • • ••• MiTek USA, Inc. • • •• ••• .•• 7777 Greenback Lane • Suite 109 • • • • • Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL13-298_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: R44744964 thru R44744969 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. co \AGP E ,9 s/0L 8 • 2PE f�r N N , ti -yy "3j, OREGON tip O(v ps A H E��P EXPIRES:06/30/2015 June 19,2015 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. 1 t • .. •• •. • • • • . • • • • • • •• •• • •• . . . • ••• • • •. • • • Mil • • • • • • • • ® • • • • • • . • ••• .. . •. . •. • •• •• •. MiTek® •' • • ' . . . . . . . • • • ... •. •. •• ••.• • ••• .•• •MiTek JJSi,•lnc. }/77S Gieeiiback I:an: : :•Suite•1D9:•• : . • ••• •Citrl7s Meights!CR,95610 Telephone 916/676-1900 Re: PL13-298 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: R44744964 thru R44744969 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0'ONIO RF I5 Of SI�r� W • 1Zr het. 0 N %. 4, 49639 w4 FcreToo, 'Si\ • June 19,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. • • • • • •• •• •• • • • • • •• • • •• • • •• •• • • • • •• ••• • • •••• • • • • • •• • •• • Job • Truss • • • Trussfrype • • • Qty Ply LENHAR 844744904 PL13-298_LIPPER F01 FLOOR 1 1 Job Reference(optional) -f Pacific Lumber 6 Truss Co..••Sleavegpn,Oregon • • • 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Jun 18 15:13:16 2015 Page I • •• • • • • • • • ID:OilhLKKEepNIFZ17gzmhOMy8PJ6-zkGoNl u6ITOVx9SrJQuYysx1LwAZCT2TM?_nEz5_K1 •• • • • • 0-1-6 • • • • • • • • • • • • • • H 1 2.6.0••• •I••• • • • • • 1 1-ID-4 1 I 1-1-8 11 1-2-0 11 0-11-0 1 Scale=1:32.5 •• •• • • ••• ••• • • • • • • •• ••• ••• • • • • 1.5x3 II • • ••• • 1.5x3= 3x4 = 1.5x3 I I 3x4 = 1.5x3 I I 3x8= 3x4= 1.5x3 II 3x4 = 1.5x3 II 1 2 3 4 5 6 7 6 9 10 18 ? % \I%..\I u %r\I 17- Wi 111.4 MI 16 15 0 13 12 11 3x8= 3x6= 3x10= 3x6= 1.5x3 II 3x4= 3x4= I 12-7-12 I 18-8-4 1 12-,712 6-0-8 Plate Offsets(X.Y)-- [6:0-3-0.Edgel [7:0-1-8 Edge). Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (lac) I/defl Ud 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 ■ B 0.75 Horz(TL) 0.02 11 n/a n/a BCDL 5.0 Code IBC2012(TPI2007 (Matrix) Weight:85 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF 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) 17=611/0-5-8 (min.0-1-8),14=1203/0-4-0 (min.0-1-8),11=214/Mechanical Max Uplif11=38(LC 3) Max Gray17=615(LC 8),14=1203(LC 1),1 1=313(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. Ply{OHIO dtl£ TOP CHORD 2-3=-1808/0,3-4=-1808/0,4-5=-621/0,5-6=-621/0,6-7=0/818,7-8=-340/415, Oe7 Of WAS17,. ►' 8-9=-340/415 W BOT CHORD 16-17=0/1293,15-16=0/1547,14-15=-818/0,13-14=-415/340,12-13=-415/340, �P�� / - --A. CTt2 11-12=-200/482 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, I ; 7-14=-855/0,9-11=-518/215,9-12=-428/0 � � NOTES- �- ,Q 49639999/iVV 1)Unbalanced floor live loads have been considered for this design. �� F�.IST6RF 2)Refer to girder(s)for truss to truss connections. c•cs,„ .0 G� 3)This truss is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 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. ��R,�D P R OF�sls LOAD CASE(S) Standard �,\� �NGINEF9 /0,9 Q 870 2PE 11 �-o�, 0REG0 rti J °o -y 'pO AMBER .\1 On A. Hoc's M EXPIRES:06/30/2015 June 19,2015 4 4 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7477 rev.02/16/7015 BEFORE USE. Design valid for use only with MHTek connectors.This design Is based only upon parameters shown.and Is loran Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibillity of the M iTe k' erector.Additional permanent bracing of the overol structure is the responsibility of the building designer.For general guidance regarding ` fabrication,quality control.storage-delivery.erection and bracing.consult ANSVTPII Qualify Crlt•rla,558.89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Rale Institute.781 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Suite 109 tarsHelgnss CA 95610 • • •• •• •• • • • • •• • • • • • • • •• •• • • • •. • •• ••• • • • • • • ••• •• •• • •• •_ • Job 'truss Truss Type Qty PI, • RENNAR• • • • •• R44744965 PLl3-298_UPPER F02 FLOOR 3 1 Job Reference(optional) . Pacific Lumber er Truss Co., Beaverton,Oregon " .7.530 B 11 2014 MI k Indus�es,Inc.Thu n 18 0 2015 Paps 1 ID:OifhLKKEepN F l7q shQMyBPJCysVWJU iA _zq_Z'R9Uq h8yliV8seNj8v?z5 Jz I 1-2-0 1 1 1-2-D I I 0-10-12 •I • • • • 2-D• ••• • • ••. • • • • • • • • • • ••• • • • ••• • Scale: 3x4= ••• ••• • • •• •• 11.5x3 II 2 31.5x3 II 4 3x4= • • 51.5x3 II • • • 111 NM • • arm lrrAhllIllhhi III :-?. I I 111 liVjg, - 15x3 II 3x4= 9 8 7 6 ■ 3x4= 3x4= , I 6-2-12 6-2-12 Plate Offsets(X Y)— (2'0-1-B.Edgel.[7:0-1-8 Edge) - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft LJd 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 >999 360 BCLL 0.0 Rep Stress Ina 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.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. REACTIONS. (lb/size) 9=336/Mechanical,6=336/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-436/0,3-4=-436/0 1$TONIO 1.,� BOT CHORD 8-9=0/436,7-8=0/436,6-7=0/542 WEBS 2-9=-551/0,4-6=-582/0 t OS �OF WASkI,i,C y TD NOTES- 4t<> r J .t4 ,� d 1)Unbalanced floor live loads have been considered for this design. % N 2)Refer to girder(s)for truss to truss connections. 11,. , 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ..sr 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 49639 tV. be attached to walls at their outer ends or restrained by other means. •150,4,,,.Q 496ER� LOAD CASE(S) Standard SSI.ONALE\AC' ,ell) P R OFFS, 44.- ).\ FR /029 87022P, r � • �y Aj, OR GON r°O'A6`4IO OBER ,\ S A. NV?' EXPIRES:06/30/2015 June 19,2015 4 4 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Ivliiek connectors.This design is based only upon parameters shown.and Is for an individual building component. 1111 Applicobility of design parameters and proper Incorporation of component is responsioiity of buiding designer-not truss designer.Bracing shown is for lateral support of indMduot web members only.Additional temporary bracing to insure stobilty during construction is the responsibllty of the M-Te k' erector.Additional permanent bracing of the overall structure is the responsbifity of the building designer.For genera'guidance regarding fabrication.quality control,storage.delivery,erection and bracing,consult ANSI/IPII Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Solely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Suite 109 cr,,oNe,ghry CA 1561n • • • • • • •• •• •• • I • • • • • • • • • •• •• • • • • • •• • • ••• • • • • • • • • • Job • Truss • • • TrussType e -•—• Oty Ply LENNAR _ R44744966 PL13-298_UPPER F03 FLOOR 9 1 Job Reference(optional) Pacific Lumber&Truss Co..••Qeaveryn,Oregon • • • • 7.5303 Jul 112014 MfTek Industries,Inc.Thu Jun 18 15:13:21 2015 Pagel • •• • • • • • • •• ID:OithLKKEepN1FZ17gzmhOMy8PJ6-Kh3hiCxlyH5hb jIQes?3F?ZpIMYVEU7ncej1RSz5_Jy •• • • • • I 2-6d• • •• 1 • • • • • • • 10$6_(1 1-2-0 1 1-5-4 1 I 2-0-0 I 2-0-0 41y8 • • • • • • • • ••• • • • ••• Scale=1:26.9 •• •• • • • • • • • • •• ••• ••• • • • • 3x4= 1.5x3 II 1.503 II 3x6= 1.5x3 I'. 1.5x3 II 304= 1.5x3 II 305= 1.5x3= 1 2 3 4 5 6 7 8 8 7d1// �rrti�Still alt%,Irr . !i 16 o_ a IM. 15 14 13 12 11 MII 3x4= 308= 3x4= 1.5x3 I I 308= 3x.5= 15-8-4 I 15-6-4 Plate Offsets(X.Y)-- [6:0-1-8,Edgel.113:0-1-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.20 13-14 >929 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.31 13-14 >595 360 _ BCLL 0.0 Rep Stress lncr YES WB 0.80 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:70 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.l&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except - SOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=837/0-5-8 (min.0-1-8),15=843/Mechanical FORCES, (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2938/0,3-4=-2938/0,4-5=-3112/0,5-6=-3112/0,6-7=-2577/0,7-8=2577/0 `TQNIO - BOT CHORD 14-15=0/1839,13-14=0/3242,12-13=0/3112,11-12=0/3112,10-11=0/1566 QS` WA$f ,p, 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 O Of ff� W NOTES- r7 - - Kx: Lk 1)Unbalanced floor live loads have been considered for this design. ' t-4 2)Refer to girder(s)for truss to truss connections. 7 I ' 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ".gp 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 T(; y3 49639 wa be attached to walls at their outer ends or restrained by other means. .Q �� �GJ5 -� 5)CAUTION,Do not erect truss backwards. .<' LOAD CASE(S) Standard �`1°1gta o ��,W) P R OFFS `Lc, LNG(N EF4) `S/0_, Q 8 a 2PE r cP / rN y �'oj, OREGO 95) �N SAOr,EMBER 1� O sA. HO\ EXPIRES:06/30/2015 June 19,2015 1 o WARNING-Verily design pararnelars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE/111/-747.3 mama II-747.7 rev.02/16/2015 BEFORE USE. Design valid for use only with Wek connectors.This design is based oly upon parameters shown.and Is for on individual building component. 1111 Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not Inns designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibtfity of the Mire k' erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing.consult ANSI/TPI1 Quality Crtterla,618-89 and BCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 . C.isru%Hright\CA 996111 ____ 1 • • •• 1• •• • • • • •• • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • •• • • • • • • • • • • • • • • • Job Truss Truss Type Qty Ft, • ZENNAR• • • • •• 844744967 PL13-298_UPPER F04 FLOOR 5 I Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon •7.530 a lul 11 2014 MIek Induyries,Inc.Thuidun 18 5iI 21 2015 Page 1 ID:OiIhLKKEepllWZ17 r;mt•OMyBP4P-KW3h'�x 1•H5hbJ 1 Qw?3F7 g5MhXEdUncejlRSz5_Jy • • • • • • • • • •• • I 2-5-12 a • • •J • • • • • 1 3x4= • • • 2 •1 x•3 I!• • • • • 11•• •� • ••• • Scale=1:8.5 __ ,.• ._• •■ • •• •• • ••• • • 6 • •• T m I IW 4 3 1.50 II 3x4= 2-8-12 2-8-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCOL 10.0 Lumber Increase 1.00 BC 0.04 Vert(TL) -0.01 3-4 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a - BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:13 lb FT=0%F,0%E • LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purfins, except - BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=143/Mechanical,3=143/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- .tyTONIO z 1)Refer to girder(s)for truss to truss connections. S Q` WAS F� 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. O o4 bjj, 4. 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 l9 C� G ti be attached to walls at their outer ends or restrained by other means. c. r= lta.. O,\ M LOAD CASE(S) Standard --i N vo \,� 4963�q� �.ov FG/STERti� �k ',StONALti�G � 5.'� O N Fw -NN. 9 Q2 v Q. 870 2PE yU' -, CV Aj, OREGO rt°O40 �O ‘M8ER .1• \ OS A. HO\ EXPIRES:06/30/2015 June 19,2015 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 8111-7413 rev.02/16/2015 BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown.and is loran Individual building component. 1111 Applicability of design parameters and proper Incorporation of component Is responsbiily 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 iw iTek• erector.Additional permanent bracing of the overot structure is the responsib5ty of the building designer.for general guidance regordirrg fabrication.quality control,storage.delivery,erection and bracing.consult ANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Solely Information available from Truss hole Institute.781 N.Lee Street.Suite 312,Alexandra.VA 22314. Suite 109 flirt),Heights nu 951;10 • ' •• • • • • •• •• •• • , • • • • • • • • • • • • • • • ••• • • • • • • • ••• ••• • • • • • • •• • • ••• • • • • • • • • • • Job •',Truss • • •Truss Type • •• • qty Ply LENNAR 844744968 PL13-298_UPPER F05 FLOOR 5 1 _ _ Job Reference(optional) - Pacific Lumber&Truss Co..••@eaveirn,Oregon • • • • 7.530 s Jul 11 2014 MiTek Industries.Inc.Thu Jun 18 15:1322 2015 Page 1 J • •• • • • • • • •• ID:OithLKKEepN1FZ17gzmhOMy8PJ6-oud3vYyfi bEXDsccCaWtoD6wzlorzvixrlSlzuz5_Jx I 2-8-0s•' • ••• • • • • S • • • 1 0.912 I I 1-2-0 I I 1-7-12 j _ • • • • • • • ••• • • • ••• Scale=1:29.4 •• •• • • ••• ••• • • • • • • •• ••• ••• • • • • 1.5x3 II •338 • • • •1.5x3•R• • 3x4= 1.503 II 4x4= 1.5x3 II 3x8= 1.5x3 II 1 2 3 4 5 8 7 8 9 • o i. ��� a ►� ,� _ ���\ - m 1.i- e e U e 1'°t 14 13 12 11 10 3x5= 3x8= 4x6= 1.5x3 II 3x5= 3x5= 18-10-8 18-10-8 [ Plate Offsets(X.Y)-- [6:0-1-8.Edgej [11:0-1-E Edgel LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (lac) Udell lid PLATES GRIP • TCLL 40.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.28 13 >710 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.45 13-14 >443 360 • BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 15=921/0-1-12 (min.0-1-8),10=921/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3331/0,3-4=-3331/0,4-5=-3731/0,5-6=-373110,6-7=-3123/0,7-8=-3123/0 cONIO DOT CHORD 14-15=0/2036,13-14=0/3857,12-13=0/3123,11-12=0/3123,10-11=0/2045 ,. gyp, WEBS 6-12=-365/0,7-11=-423/0,2-15=-218510,2-14=0/1391,4-14=564/0,5-13=-420/0,6-13=0/1006,8-10=-2195/0, �� �-c•�1ASIff,, `4Yy, 8-11=011278 [J 41 O ry Q ►n- IN ti NOTES- r0 _ ` N 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. r 3)Provide mechanical connection(by others)of truss to bearing plate at Joint(s)15. ,' 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 'per R 4'639 w4 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 �'� �ISTER be attached to walls at their outer ends or restrained by other means. S CS SIDNALE� LOAD CASE(S) Standard �\�' I EF,e., wo 2 .� 8702PE .r y u' a N '0), OAEGON r1c)Al/ OS A. HE EXPIRES:06/30/2015 June 19,2015 1 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. a.m• _ Design valid 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 responsibility of bolding designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure sloblily during construction Is the responsibility of the MiTek• erector.Additional permanent bracing of the overal structure is the responsibilty of the building designer.For general guidance regarding fabrication.quality control,storage.delivery.erection and bracing.consul) ANSI/IPN Quality Cdteda.016-89 and BCSI Balding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 - -_ Conic HelgMC-CA 9.561()__ • •• •• •• • • • • •• • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • •• • • • • • • • • ••• • • • • Job Truss Truss Type Oty Ply • !ENNAR• • • • •• • e R44744969 PL13-298_UPPER F06 FLOOR 5 1 's _ Job Reference(optional) - Paclfc Lumber&Truss Co.. Beaverton,Oregon •7.530 s•lul 11 2014 M1jek Indus((ies,Inc.Thu�n 18,01122 2015 Page 1 1D:Oi1hLKK6epN1F747garnhOM4PJ%-ouevyejbEX hu CaVioD zrzazvyxrlSlzuzS_Jx • • • • • • • • • •• 0-1.8 • • • • •• • • • •• •H 1 2-6.0 I I 1-10-4 ..p 1 •1.1-8 1 I �a0 741'0.B 1 •,• ••• Scale=1:32.4 ••• ••• • • •• •• • • • • • • • ••• ••• •• • • • • 1.5x3 II • ••• • • 1.5x3= 3x4= 1.5x3 II 3x4= 1.5x3 II 3x8= 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 10...... 7.18 iii/ \.!r/ •• Uecs._� \al C, 16 15 I t',13 12 3x6= 3e6= 3x10= 34= 1.5x3 II 3x4= 3x4= i I 12-7-12 I 18-7-12 I 12-7-12 8-0-0 Plate Offsets(X.YI-- (6•0-3-0.Edael-17:0-1-8.Edgej.,12:0-1-8.Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl L/d 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 Ina YES WB 0.75 l Horz(TL) 0.02 11 n/a n/a - BCDL 5.0 Code IBC2012/TP12007 (Matrix) 1 Weight:85 lb FT=0%F,0%E LUMBER- BRACING- - TOP CHORD 2x4 OF 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) 17=611/0-5-8 (min.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) ��[ONIO k� FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. ,p, TOP CHORD 2-3=-1807/0,3-4=-1807/0,4-5=-61810,5-6=-618/0,6-7=0/818,7-8=-333/416, o� 04 WASH `N 8-9=333/416 L �' .—• 'VC>, BOT CHORD 16-17=0/1292,15-16=0/1546,14-15=-81810,13-14=-416/333,12-13=416/333, I AT / - `i,, O� d 11-12=-2041475 t 4 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 rT<r NOTES- Al ,.:19639�Q ,,. 1)Unbalanced floor live loads have been considered for this design. .4�, Cr1STER 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. SSIONA0 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,an 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. �,��cj PR Dress LOAD CASE(S) Standard �0;Oj �NGINEFR ' 87022PE •9r N cv -F,�'oj, OFIEGON rp 4/ O' FMBER '\ N- OS A. HO\ EXPIRES:06/30/2015 June 19,2015 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.02/16/2010 BEFORE USE, Design calk;for use only with METek connectors.This design is based only upon parameters shown.and is for on individual building component. MI Applicabiify of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is or!Literal support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibtlty of the M iTek• erector.Addilionol permonent bracing of the overat structure is the responsibility of the building designer.For general guidance regordirg fabricolion,guiltily control.storage,delivery.erection and brocksg.consult ANSI/IPI1 Qualify Criteria.DSB-89 and ICS!Building Componenl 7777 Greenback Lane Safely Information avollable from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexondda,VA 22314. suite 109 Chug Helghls CA owls Symbols Numbering System o 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 scale) Damage or Personal Injury ' MEIDimensions are in ft-in-sixteenths. I4 Apply •plates to both sides of truss •'•• and fully embed teeth. always required.2 3 1. Additional stability bracing for truss system,e.g.red. See BCS••• S •• ••• TOP CHORDS diagonal or X-bracing,is aliI• ••• r • •••• • 1 rr 2. Truss bracing must be designed%vy a��nn�errtineer.FQr • 16 wide truss spacing,individual latitfdSI s them5�Ides•:• ii rookt4441 may require bracing,or alternative Tgl6 • 311M-IUME p bracing should be considered. • • • Ai a_((-)) 3. Never exceed the design loadiro sh�vr and never..••. •• 1_,„1, stack materials on inadequately braced busses. •• • •• •• O 4. Provide copies of this truss design to the building •••• • • C:7-a For 4 x 2 orientation,locate C6.7 CS-6 designer,erection supervisor, r er and• • ' BOTTOM CHORDS all other interested arties. p •••• •••• • •plates 0 na from outside parties. of truss. 8 7 6 5 • • 5. Cut members to bear tightly agQlrlsie•a�l�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 al'oint •••••• required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANS11rlN ••• • ••••• 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 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 in all respects,equal to or better than that e Indicated by symbol shown and/or specified. by text in the bracing section of the 13.Top chords must be sheathed or puffins provided of output. Use T or I bracing spacing indicated on design. if indicated. 14.Bottom chords require.ateral 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. I Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ■�■ reaction section indicates joint ©2012 MTek®All Rights Reserved approval of an engineer. - Ili number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MEN r. 11110 18.Use of green or treated lumber may pose unacceptable II■1 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. SCSI: Building Component Safety Information, 11/1iTek° 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 •