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Plans • 'kr5TaLeiS_— 7C '.1-°5 Oft • LENNAR 13-1/2"OPEN WEB TRUSS @ 16" &24"O.C. 2776A DUBLIN DL o PL13-283 MAIN H 9 O ,START FRAMING 2C O.L.HERE t ��1 1/12/2015 _q___ _o_a -c o e o e c. .. __ Products PIotID Length Product Plies Net Qty RM1 50-00-00 2X14 DF#2&BTR 1 1 Foy ' o RM1 36-00-00 2X14 DF#2&BTR 1 1 RM1 24-00-00 2X14 DF#2&BTR 1 1 ! 111 •111MMF111111111111r1111111111111111411MMIlliFOB a BK1 23-00-00 2X14 DF#2&BTR 1 1 Poy y g BK1 22-00-00 2X14 DF#2&BTR 1 1 RM1 20-00-00 2X14 DF#2&BTR 1 1 p p o . . U- LL LL LL LL Foy BK1 19-00-00 2X14 DF#2&BTR 1 1 . . vl ]n LO .n e e e e p O CO p p O o 0 p o o Y RM1 16-00-00 2X14 DF#2&BTR 1 1 LL LL 4L 1L LL LL LL LL LL LL BKtco 4 i F-69 BK1 12-00-00 2X14 DF#2&BTR 1 2 Foy "- BM5 12-00-00 2X14 DF#2&BTR 1 1 RM1 12-00-00 2X14 DF#2&BTR 1 1 < Foy _‘1BM1 7-00-00 BBO1 1 1 'I BM2 6-00-00 BBO1 1 1 F09 BM4 5-00-00 2X14 DF#2&BTR 1 2 O �) 'moil ' A Flo •I BM5 3-00-00 2X14 DF#2&BTR 1 1 �I e�APJ �cc F10 1 _.. m. _ .___ IJ____.._.._._. ____. ALL BEAM SIZES PER ARCHITECT/ENGINEER p o0 m m m of BK1=BLOCKING O O O O O RMl-RIM BOARD ._ LL LL LL LL I Q V ACCESSORIES QTY I LU5414 3 1D 1'J n'1 PS PS e7 h O A LL LL LL LL LL LL 4- L6214 3 t- o O H7 gid a'- - -S=EN N N w 2X14 DF#2&BTR FOR SHEAR BLOCKING 24' N LL LL O O O O O LL LL LL LL LL 2 l A B I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I l I ,�Th—e r I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I 0 0 0 0 0 0 0 0 FLOOR LOADING LL LL LL U- LL LL LL 40 LL 4 15 DL • 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIAI 2.7,r,' c uuTOPER"NG i � TN REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. —'r Y"',—id—'—e o k:. �cT , 61 C START FRAMING 1O.L.HERE `C 1,� o C c n SINGLE --- ./ OMMMO TOP CORD BEARING I Pacifi 1-\ mber ' I � rill \__r ` COMPANY JOIST WITH RIM & TRUSS LENNAR 13-1/2" OPEN WEB TRUSS @ 16" &24" O.C. 2776A DUBLIN DL PL13-283 MAIN H START FRAMING 2r 0.HERE ) 1-10-00 1/12/2015 T RM1 — - o,�o,�� a - .--?----° � _ oo �c _o�s '—'---1 - Products i PIotiD Length Product Plies Net Qty F09 ` 1 RM1 50-00-00 2X14 DF#2& BTR 1 1 RM1 36-00-00 2X14 DF#2&BTR PI: 1 .4 1 F09 ( RM1 24-00-00 2X14 DF#2& BTR 1 1 Foy s BK1 23-00-00 2X14 DF#2& BTR 1 1 BK1 22-00-00 2X14 DF#2& BTR 1 1 FD9 RM1 20-00-00 2X14 DF#2& BTR 1 1 - o 0 0 0 o BK1 19-00-00 2X14 DF#2& BTR 1 1 1 Fos RM1 16-00-00 2X14 DF#2& BTR 1 1 1 y 0 0 0 0 0 0 0 0 0 'rd L 04 BK1 1'72 LL LL LL LL LL LL �. u- LL ; BK1 12-00-00 2X14 DF#2&BTR 1 2 F09 e e _ L-- S 0 = d n I BM5 12-00-00 2X14 DF#2&BTR 1 1 �: F09 RM1 12-00-00 2X14 DF#2&BTR 1 1 BM1 7-00-00 BBO1 1 1 Fog BM2 6-00-00 BBQ1 1 1 c c Fos �a I BM4 5-00-00 2X14 DF#2& BTR 1 2 + IRM1I BM5 3-00-00 2X14 DF#2& BTR 1 1 F10 a ---- 03,03 r,l 0 LI FID ----�_. c O D • ",_=1.---2:——= -v•• ! -=-9 -= -_=P--1- 1 I ALL BEAM SIZES PER ARCHITECT/ENGINEER I M; \ BK1-BLOCKING \ Co Co Co PRI-RIM BOARD in 0 0 LL It U_ y LL 9 ACCESSORIES QTY ,..,1— O LUS414 3 m m m m Tn M W BK1 c-- LB214 LB214 3 LL LL LL LL �'�• _ I - 2X14 DF#2&BTR FOR SHEAR BLOCKING 24' P Ww o o B Bei I�EF O O O O LL O LL LL LL LL CC A I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I R` 5:) 7 I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. / ��� —�� � I' r N N r N- N. FLOOR LOADING 20200 0 0 0 0 0 40 LL j �12 n LL LL LL LL LL LL LL 15 DL / (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( / 2 NEW PTGS PER JOIST REFER TO STRUCTURAL PLAN FOR ADDITIONAL ulcuunoN FOR Fn lDma POST TRANSFER BLOCKING 1 AND SHEAR BLOCKING REQUIREMENTS. START FRAMING 16'0.HERE i / SINI,LF Oi TOP CORD SEARING —I I _ I i Pacifi umber % $ TRUSS COMPANY JOIST WITH RIM v A IIII MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL13-283 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: R43590783 thru R43590793 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. •<<- NG 1 N s/0 cc 871 2PE 9r U) cv • -7 SAT OREGON 26 oN o AMBER \\ 0`S A. H - EXPIRES:06/30/2015 January 12,2015 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. MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL13-283_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: R43590783 thru R43590793 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. ' I 0ONIO �&°4 was��c� i.T� Tp d y N 4, 49639 `crgess y. "4"9/744, tyG • January 12,2015 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. p Job Truss Truss Type Qty Ply LENNAR R43590783 PL13-283 MAIN H F01 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beavedon,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Jan 12 14:40:03 2015 Page 1 ID:aKCOLB_c6xyunbpi6VkulozQEsD-6NHDwaXJSd74Cb?iMmyPtgF9ONpeOV?QQ91zKUz 2Ow I 2-6-0 I 10-11-0 I 14.214-.1 I 1-2-0 II 2-5-14 I Scale=1:32.9 1.50 II 3x4 = 1.50 II 3x6= 3x8= 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.50 II 1 2 3 4 5 6 7 8 9 10 w II/ I. 1 16 14 13 12 304= 3x6= 3x6= 3x10= 1.5x3 II 3x4= 3x4= 13-7-14 6-3-8 &it-0 12-5-14 )3.0-11 13f�-6 16-10-12 ' 6-3-8 0--8 6-0-14 0-7-0 0.7-0 5-1-6 0-1-8 Plate Offsets(X-Y)-- (7:0-1-8.Edge1 (12:0-1-8.Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.09 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.19 11-12 >781 360 BCLL 0.0 Rep Stress Ina YES WB 0.76 Horz(TL) 0.01 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.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. (Ib/size) 17=138/0-2-8 (min.0-1-8),15=1338/0-4-0 (min.0-1-8),11=588/0-4-4 (min.0-1-8) Max Uplif117=-94(LC 4) Max Grav17=273(LC 3),15=1338(LC 1),11=597(LC 4) 010Nro H., FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. A, TOP CHORD 2-3=-18/834,3-4=-18/834,4-5=0/1251,5.6=-959/0,6-7=-959/0,7-8=-1628/0, O' OF WAS-; 8-9=-1628/0 " /t " BOT CHORD 16-17=-342/388,15-16=-1251/0,14-15=-558/0,13-14=0/1628,12-13=0/1628,11-12=0/1214WEBS 4-15=-550/0,2-17=-416/367,2-16=-765/0,4-16=0/783,7-14=-749/0,6-14=-282/0, 5-14=0/1505,5-15=-1058/0,9-11=-1303/0,9-12=0/480 ,,(f / NOTES- `d. ,, 49639 / 4,, 1)Unbalanced floor live loads have been considered for this design. ,4, CISTOL 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. SjONALti�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. c,,OOPROFE.0 �CG LOAD CASE(S) Standard NN�E / c,,N � 4 02� te '87022PE r / � N� -'" tv y Aj, OREGON rL°Q/L '2e SMBER .\\ OS A- HE ��P EXPIRES:06/30/2015 January 12,2015 4 r A Vt 4 SNL5G-Verify design parameters and READ?/2705 ON PrOS AM)IWCa'DED MTV(REFERENCE PAGE M11-1473 ren.1/29/2014 BEFORE USE __ Design valid for use only with Mirek connectors.This design Is based only upon aerometers shown,and is for an individual building component. MI 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 responsibllllty of the M iTe k' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Far general guidance regarding fabrication.quofty control storage,delivery,erection and bracing.consult ANSI/1P15 Quality Criteria,056.89 and BCSI Building Component 7777 Greenback Lane,Suite 109 .-I Solely Information available from Truss Hale Institute.781 N.Lee Sired!,Suite 312,Alexandria.VA 22314. I Citrus Heights,CA,95610 If Southern Pine{SP)Lumbar is specified,the design values are those effective OG/01/2033 by At SC it Job Truss Truss Type Qly Ply LENNAR R43590704 PL13-283_MAIN_H F02 FLOOR 5 1 Job Reference(optional) - Pacific Lumber 3 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc.Mon Jan 12 14:40:03 2015 Page 1 ID:aKCOLB c6xyunbpi6VkulozQEsD-6NHDwaXJSd74Cb?iMmyPtgFBeNpbOaeQQ9IzKUzv2Ow 0-6-8 1_.—I I 2-5-8 I 2-5-0 Scale=1:27.8 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 ea as 11 10 9 K 3x4= 3x6= 3x6= 3x4= .6-8 16-0-0 10 0-6-8 15-5-8 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.12 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.37 Vert(TL) -0.20 9-10 >937 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.00 8 n/a nla BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:69 lb FT=0%F,0%E _ LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except _ BOT CHORD 2x4 DF No.1&Blr(flat) end verticals. WEBS 2x4 DF Slud/Sld(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=562/0-6-0 (min.0-1-8),8=562/0-2-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=0/494,2-3=-1948/0,3-4=-1948/0,4-5=-1956/0,5-6=-1956/0 BOT CHORD 10-11=0/1209,9-10=0/2175,8-9=0/1225 _ - ONTO ifWEBS 6-8=-1315/0,6-9=0/785,2-10=0/794,2-11=-1300/0 & bv WAr, NOTES- G 4' NGT CO1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. -t�. 94 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. N 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to • , be attached to walls at their outer ends or restrained by other means. 7 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ii-i6 I -(it' 5)CAUTION,Do not erect truss backwards. `fO F 49639 ww •,N,,. LISTER LOAD CASES) Standard sSIONALES ��: D P R OF�s,, 870 2P r y < ,nfN �Aj, OREG Ni r) O �� AMBER �\ z' OSA HE��P EXPIRES:06/30/2015 January 12,2015 A Iti4RNTMI•Verity design parameters and READ NOTES ON THIS AND P/2LIDED MI7&4 REFERENCE PAGE 1411.7413,es 1/29/2014 BEFORE USE Design valid for use only with MOel.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 buss designer.Bracing shown Mil is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ivi 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 ANSI/TPIl Qualify Olivia.DSB-89 and SCSI Building Component 7777 Greenback Lane.Suite 109 Safety Information available from Truss Plate Institute.781 N.lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 I -- It Southern Pine(SP)lumber Is specified,the design values are these effective 0G/01/2013 by AIS( Job Truss Truss Type Qty Ply LENNAR R43590786 PL13-283_MAIN_H F04 FLOOR 5 1 _ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc. Mon Jan 12 14A0:04 2015 Pa 1 ID'.aKCOLB_c6xyunbpi6Vkuloz0EsD-aarb7wYxowFxglauwUTePuoKen9d7xvZfpUVwwzw2ov 1 2-5-0 I 1 2-2-4 I P-9.141 1 1-2-0 ll 2'514 I Scale=1:39.6 1.5n3 II 3x4= 1.5x3 II 3x5= 3x4 1, 3x8= 1.5x3 II 3x6 FP=3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 e 9 10 11 12 9 20 19 18 17 16 15 14 13 304= 3x6= 34 FP= 3x8= 3x10= 1.5x3 11 3x4= 3x4 = 10-2-40 6 17-5-2¢ I 9-11-4 10-112 80-14-2 16-702 1e-1-6 5-1-61- o-1-e 0-7-0 Plate Offsets(X.Y)-- j9.0-1-8.Edge1.j14:0-1-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (lac) I/deb L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.09 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.20 13-14 >760 360 BCLL 0.0 Rep Stress Inc( YES WB 0.79 Horz(TL) 002 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:101 lb FT=0%F,0%E LUMBER- BRACING- - TOP CHORD 204 DF No.1&Blr(flal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&13lr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 13=573/0-4-4 (min.0-1-8).17=1510/0-4-0 (min.0-1-8).20=397/0-2-12 (min.0-1-8) Max Gray 13=600(LC 4),17=1510(LC 1),20=474(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 01 ONIO TOP CHORD 2-3=-1052/188,3-4=-1052/188,4-5=0/1442,5-6=0/1435,6-7=-987/35,7-8=-987/35, � 8-9=-987/35,9-10--1647/0,10-11=-1647/0 w'kH BOT CHORD 19-20=-20/896,18-19=-624/437,17-18=-624/437,16-17=-744/0,15-16=0/1647, G •O d -11'. 14-15=0/1647.13-14=0/1222 i :{. (.3., vs WEBS 2-20=-962/21,4-19=0/870,4-17=-1408/0,9-16=-829/0,7-16=-282/0,6-16=0/1547, N 6-17=-1048/0,11-13=-1312/0,11-14=0/456 - NOTES- A fi'r 1)Unbalanced floor live loads have been considered for this design. ,,?�49639�.c1 4,, 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)20. 1. CIST�RGr 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. .sstOlvAL1G 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 al their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ,\., 0.46 NE --`r/ 870 2PE �r N N y SAT OREG6N cp 4(// O �C ''4,/ Or)OSA I-10k EXPIRES:06/30/2015 January 12,2015 AI45LRM%G-Verity designparanvtors and READ 101E501THISAND E10LUCEDM1TEKREFERFN PAGE1111-7473rec1/29/2014AfF091USF. - Design valid for use only with Mock connectors.This design is based only upon parameters shown and is for on individual building component. Appli abilly of design parometen and proper incorporation of component is responsbiiy of building designer-not Inns designer.Bracing shown MI is for lateral support of individual web memben only.Additional temporary bracing to insure stoG6ty during construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsbdiy of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSI.89 and ICS!Building Component 7777 Greenback Lane.Suite 109 Safety Inhumation available Irom Truss Plate Institute.751 N.Lee Street,Suite 312.Alexandria,VA 22314. - Claus Heights,CA,95610 — H Southern Pine(SP)lumber is specified,the demizn values yes hose effective 06/01/2013 byALSC • Job Truss Truss Type Qty Ply LENNAR R43590785 PL13-283_MAIN_H F03 FLOOR 6 1 Job Reference(optional) Pacific Lumber b Truss Co.. Beaverton,Oregon 7.530 s Jul 11 2014 MITek Industries,Inc.Mon Jan 12 14:40:04 2015 Page 1 ID:aKCOLB c6xyunbpi6VkulozOEsD-aarb7wYxDwFxgtauwUTePuoMInAL72JZIpUWlwzw2ov 0.6-8 I—_H 1 1.4.8 1 2-3-0 1 Scale 112"=1' 1.503 II 3x4- 1.503 II 3x4= 1.503 II 3x4= 1.503 II 1 2 3 4 5 6 7 a e s e Ii.' ak 11 10 9 A 304 = 3x8= 3x6= 3x4= 10.6-6 I 13-8-0 1 0.8.8 13.1-8 LOADING(psi) SPACING- 1-4-0 CSI. DEFL. in (lac) Weft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Ved(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.27 Verl(TL) -0.11 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.00 8 n/a n/a • BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:60 lb FT=0%F.0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Bir(Ilat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Blr(flal) end verticals. WEBS 2x4 DF Stud/Std(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • REACTIONS. (lb/size) 1=477/0-6-0 (min.0-1-8),8=477/0-2-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=0/445,2.3=-1304/0,3-4=-1304/0,4-5=-1452/0,5-6=-1452/0 BOT CHORD 10-11-0/625,9-10=0/1558,8-9=0/927 �y"cONIO �.�l WEBS 6-8=-1010/0,6-9=0/572,4-10=-277/0,2-10=0/740,2-11=-761/0 O� OF�IASNn vY NOTES- 2, ti VG��L 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. lei h... O d 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. y . .4 N 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Slrongbacks to k k. be attached to walls at their outer ends or restrained by other means. `' 4)Gap between inside of lop chord bearing and first diagonal or vertical web shall not exceed 0.500in. r��,I 5)CAUTION,Do not erect truss backwards. 4963944, �.4 FC/STER� LOAD CASE(S) Standard vs, s�ONAt'3 c.,-\((-?‘ � P R 6FFss 87022PE , r / N N y �Aj, OREGON rye 41.// 9�, SMB ER O On A H E?' EXPIRES:06/30/2015 January 12,2015 A 6'AR1uT 1.G-Verity design;aranv tens and READ 11)TES ON THIS ASP RXI(ICED HITFX RFFEPEIKE PAGE HIE-7473 rec 1/19/1014 PEFORf US£ Design valid for use only with Mitek connectors.This design Is bored only upon parameters shown.and is loon Individual buiding component. Appliicobiity of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown 14111 is for toterol support of individual web members only.Additional temporary bracing to insure stabiily during construction is the respomibillity of the erector.Additionol permanent bracing of the overall structure Is the responsibility of the bullring designer.Fcc general guldonce regarding M iTek. fabrication.quoSty control.storage.delivery,erection and bracing.consult ANSI/tPlI Quogly Criteria,053.89 end BCSI Building Component 7777 Greenback Lane.Suite 109 -- I Solely Information avoiable from Truss Plole Institute.781 N.Lee Street.Suite 312.Akxanan°.VA 22314. I Citrus Heights,CA,95610 It Southern Pine(SPI lumber Is specified,the des!sn values are those effe Hive 06/01/2013 byALSC rte Job Truss Truss Type Qty Ply LENNAR R43590787 PL13.283_MAIN_H F05 FLOOR 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton.Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Jan 12 14:40:05 2015 Page 1 ID:aKCOLB_c6xyunbpi6VkulozQEsD-2mPzLFZZzENoRu95UB_ty5KSxBRXsNnjuTE3PNzw20u I 2-0-0._i 1 1-4-4 11 2-0-6 1 1 1-2-0 II 2-5-14 1 2-6-0 I Scale=1:39.6 1.5x3 Il 1.5x3 II 3x5= 1.5x3 II 4x6= 3x10= 1.5x3 II 3x4= 3x6 FP=3x4= 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 e Kr 8 22 21 20 19 18 17 16 15 14 3x4= 4x8= 3x6=3x6 FP= 3x12 = 3x5= 1.5x3 II 304= 3x4 = 17.5-2 I 5-8-12I 16-3-2 -10-{ 1 22-8-0 I 5-8-12 10.6.6 O-7-0 5-2-14 0.7.0 - •1 - 11•117,..78 d.e1[15.0-1-8 Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.19 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.28 16-17 >714 360 BCLL 0.0 Rep Stress Ina YES WB 0.87 Horz(TL) 0.02 14 n/a n/a — BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:102 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Blr(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)'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 12-14,12-15:2x4 DF No.1&Btr(flal) REACTIONS. (lb/size) 14=760/0-4-4 (min.0-1-8),22=-188/0-2-12 (min.0-1-8),20=1908/0-4-0 (min.0-1-8) Max Uplift22=-402(LC 4) Max Grav14=765(LC 4),22=165(LC 3),20=1906(1C 1) t T°MO Ar FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ? WASg,r� +' TOP CHORD 2-3=0/1891,3-4=0/1891,4-5=0/2753,5-6=-906/0,6-7=-906/0,7-8=-2572/0, Gd 8-9=-2572/0,9-10=-2572/0,10-11=-2570/0,11-12=-2570/0 1 yO BOT CHORD 21-22=-892/137,20-21=-2753/0,19-20=-696/0,18-19=-696/0,17-18=0/1941, VI N 16-17=0/2570,15-16=0/2570,14-15=0/1643 he WEBS 11-15=-258/0,4-20=-913/0,2-22=-153/991,2-21=-120410.4-21=0/1290, n 10-17=-392/251,8-17=-271/0,7-17=0/711,7-18=-1159/0,5-18=0/1720,12-14=-1763/0, 7:616,., - �`'I �� . I 12-15=0!1000,5-20=-2268/0 faO��4),49639_,..,,J0C , NOTES- s'SIO)VA1..E�GI•'S' 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)22. l 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 P R Q,c be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. C?C NGI NEF9 t5'/O2 LOADCASE(S) Standard cr 870 2PE 9 yN /cv �' OREGO q, 4N �o0 ER \1�Q�0 LI A. HES EXPIRES:06/30/2015 January 12,2015 1 � - A,I'L4RNISG-Verify design parameters and READ 90lESONMWSAND maim 91115KREFEllarEPAGE1411.1473 tel 1/29/2014SEINE USF. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Mil Appficablity of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding fabricalion,quality control.storage.delivery.erection and bracing.consul! ANSI/fPlf Quality Criteria,950-89 and BCSI Building Component Safely Information available from truss Mote Inshtute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. 7777 Greenback Lane.Suite 109 — 11 Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by AL SC Citrus Heights,CA,95610 - 1116 Job Truss Truss Type Oly Ply LENNAR R43590788 .- PL13-283 MAIN_H F06 FLOOR 1 1 - Job Reference(optional) Pacific Lumber&Truss Co.. Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Jan 1214:40:06 2015 Page I ID:aKCOLB_c6xyunbpi6VkutozQEsD-WyyLYba8kYVf32kH1vV6UJIj0asAbw8s66zdxpzv2Ot -- I 1-0-0 1 2-6-0 Ocala-1:24.4 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 8 7 • �i41111111111111111111111111111111111111111111111111 S I P� V o- e =. 11 10 9 304= 3x6= 3x6= 3x4= 0118 14-0-0 I 0-1-8 13-10-8 LOADING(psf) SPACING- 1-4-0 CS). DEFL. in (toe) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.08 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.14 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:62 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(flal) end verticals. WEBS 2x4 DF Slud/Std(flat) 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=509/0-5-7 (min.0-1-8),11=509/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1402/0,3-4=-1402/0,4-5=-1685/0,5-6=-1685/0 BOT CHORD 10-11=0/522,9-10=0/1764,8-9=0/1089 3 OHIO IIS WEBS 6-8=-1169/0,6-9=0/639,4-10=-389/0,2-10=0/944,2-11=-717/0 OS F bF`y NOTES- G3 6'J 1)Refer to girder(s)for truss to Truss connections. I OA '-' tt1 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. N 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. "6 ir LOAD CASE(S) Standard vil'-',4N, � ��49639 CISTET- �{w � fONALv�C (�°) PROfFS C'i 0AGIN�F'Q LS/02 Q 87Q22PE 9r N y -Yr- (‘ (",!..V. OREGO(rp a4/ �O AMBER 1\ a On A. H5 EXPIRES:06/30/2015 January 12,2015 •1 A lStSNIh0-Verify design parameters and READ 7n IFS 0177-1f6 AND INCIODED MI1EK R0FFRENCf PAGE MII.7473 tee 1/29/2014 BEFOREIISE -- Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and Is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Mill 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 overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing.consult ANSI/1811 Quality Criteria.D58•89 and SCSI 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 design values are those effective 06/01/2013 byALSC 1 Job Truss Truss Type Qty Ply LENNAR R43590789 PLI3-283_MAIN_H F07 FLOOR 8 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Jan 12 14:40:08 2015 Page 1 ID:aKCOLB_c6xyunbpi6VkulozQEsD-VvyyLYbaBkYVf32kH1 vV6UJtiFasgbyos66zdxpzw2Ot 0-6-8 )—') I 1-4-4 1 2-3-0 I Scale=1:23.7 1.5x3 II 3x4= 1.5x3 11 3.4 = 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 ; : l'' . Pir irr... –iimits.....groisioolostiiiii414147 • 11 10 9 8Z, 304= 3x6= 306= 3x4 = 1 0-6-8 1 13-7-12 1 0-6-8 13-1-4 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (lac) 1/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.11 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:60 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DFNo.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Sld(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=476/0-6-0 (min.0-1-8),8=476/0-1-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=0/446,2-3=-1297/0,3-4=-1297/0,4-5=-1449/0,5-6=-1449/0 BOT CHORD 10-11=0/616,9-10=0/1553,8-9=0/926 `IONTO - WEBS 6-8=-1008/0,6-9=0/570,4-10=-278/0,2-10=0/742,2-11=-754/0 O% O4 WAS144 +-9, NOTES- G- ,54' ��' F-1,„ T �' 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. IC. *t, O, Cit 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. N 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. i v 4)Gap between inside of lop chord bearing and first diagonal or vertical web shall not exceed 0.500in. r0 /�' 5)CAUTION,Do not erect truss backwards. `�'O �P 49639 w� A CI8T6R�1 LOAD CASE(S) Standard �SSrOIVAL"" �� sew-.3 P R OFFS c�5 JGINFF� 0/� cc 87022PE '- / y Aj, OREGON rf)O<t/ 90 �M8ERAl OSA HE \'\P EXPIRES:06/30/2015 January 12,2015 A 4y4F a-%-Verity design Donor fern and READ N7TFE ON THIS AND maULFD/11TF,K REFERENCE PAGE 1411.1473'vv.1/28/2014 BEFORE USE. Design volId for use only with Mifek connectors.This design is based only upon parameters shown,and is for on individual building component. MI 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 respomiblllily of the MiTek' erector.Additional permanenl bracing of the overall structure is the responsiblity of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing.consult ANSUtPII Quality Criteria,0S6-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 + Safety Information avalable born Truss Plate instilule,781 14.Lee Sheet,Suite 312.Alexandria.VA 22314- Citrus Heights,CA,95610 If Southern eine(SO]lumberts specified,the de Nen values are t hose effective 06/01/2013 by ALSC -a Job Truss Truss Type City Ply LENNAR R43590790 PL13.283_MAIN H F08 FLOOR 5 1 ..- Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530s Jul 11 2014 MiTek Industries,Inc.Mon Jan 12 14:40:06 2015 Pagel ID:aKCOLB_c6xyunbpi6VkulozoEsD-WyyLYbaBkYVf32kH1vV6UJli4atgbxZs66zdxpzw2Ot 1 2-1-8 --• Scale=1:14.3 1.5x3 II 1.5x3 II 1 3x4 = 2 3 3x4= 4 m _ : �'�X`J. 3x6= ' 7/\/ 6 1.5x3 II 3x4= I 7-6-0 I 7v8r0 LOADING(pot) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 I TC 0.22 Vert(LL) -0.02 5-6 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.09 5-6 >960 360 BCLL 0.0 Rep Stress Incl YES WB 0.39 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 i (Matrix) Weight:34 lb FT=0%F,0%E ` LUMBER- BRACING- TOP CHORD 2x4 DF No.1&B1r(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18BIr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=406/0-1-12 (min.0-1-8),5=406/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-403/0,1-2=-705/0,2-3=-705/0 BOT CHORD 5-6=0/720 ONO N��l WEBS 3-5=-772/0,2-6=-258/0,1-6=0/771 Oe' 04 W /�i'e NOTES- G e 4 � . G',O 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7,5. f h. M 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. y v ;I- 1, N 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to • be attached to walls at their outer ends or restrained by other means. 47 riP A" LOAD CASE(S) Standard 16 • 0 QFC sT1 R� � �'1ONALEO FPROF02E4 / (CC‘ 5- N y �-c>OREGSN rp Q lO FMBER \1 �l3 A. HEP\P EXPIRES:06/30/2015 January 12,2015 1 A IC4RNING-Verify design paranvrnrs and READ 53 TES ON TINS AND IhatIDED MITEK REFERENCE PAGE 1411.7473 ret 1/29/2014 BfFOREUSE Design valid for use only with MTek 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 responsiblus ily of building designer-not trs designer.Bracing shaven I b for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillily of the Wel('erector.Additional permanent bracing of the overall structure is the responsiblity of the building designer.For general guidance regarding I fabrication.quality control.storage,delivery,erection and bracing.consult ANSI/TPI1 Quality Criteria,DSB-69 and BCSI Building Component 7777 Greenback Lane.Suite 109 Safety Information available from Truss Plate Institute,781 N.lee Sheet.Suite 312.Alexandria,VA 22314. Citrus Heights,CA.95610 -- IfSouthernPineISP)lumber Is specified,the des'n values are these effective 06/01/2013 byAtSC Job Truss Truss Type Qty Ply LENNAR R43590791 PL13-283 MAIN H F09 FLOOR 9 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Jan 12 14:40:07 2015 Page 1 ID:aKCOLB_c6xyunbpi6VkulozoEsD-_9WkmxbpVrdWhCITbc1 L1 WPgO_5sKL4OLmjAUFzw2Os 1 2-6_0 I 11-0-t2 11_1-2-0 I I 1-4-8 I I 2-0-0 I 2-0-0 I Scale=1:27.6 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 .N. _: _, ' T c e e e e 1. 14 1312 11 3x4= 3x8= 3x4= 1.5x3 II 3x8= 304 = 8-11-4I 19.6-4110-1-4 15-10-4 —I 8-11-4 0-7-0 0-7-0 5-9-0 Plate Offsets(X.Y)— [6:0-1-8.Ergej.613.0-1-8.Edgel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.44 Vert(LL) -0.23 13-14 >830 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.36 13-14 >526 360 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:71 lb FT=0%F,0%E - LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Bir(flal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Blr(flal) end verticals. WEBS 2x4 DF Stud/Sld(ftat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=865/0-4-4 (min.0-1-8),10=865/0-4-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3051/0,3-4=-3051/0,4-5=-3239/0,5-6=-3239/0,6-7=-263510,7-8=-2635/0 .t$TONIO././ BOT CHORD 14-15=0/1896,13-14=0/3408,12-13=0/3239,11-12=0/3239,10-11=0/1574 WEBS 2-15=-2035/0,2-14=0/1240,4-14=-420/0,4-13=-410/193,8-10=-1749/0,8-11=0/1179,6-11=-860/0 G0%SO•F WA r. NOTES- ��S �,� .,.• C.�. .., 1)Unbalanced floor live loads have been considered for this design. � b.1 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. `i - 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .d 96 R 449639,c1 c4fY_ LOAD CASE(S) Standard �� �CI$TER,- �SSjONAL .5 '<c-\N ED PR°Fen r-t' 8 • 2 P E c' N E-pATOREGO c �o'OO4/8ER �° SA HE-?' EXPIRES:06/30/2015 January 12,2015 r - ,1741161-G-Verity design parameters and READ?D1TSONMIS AND RAT.UGEDMITEKREFEREMIPAGE M11.7473/us 1/19/1t114BEFORE USE Design valid for use only with MOek connector.This design is based only upon porameters shown and Is for on Individual building component. Applicabi'ity of design paromefers and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown u for taleral support of individual web members only.Additional lemporary bracing to insure stability during construction is the responsibillily of the M iTe i{• erector.Additional permanent bracing of the overall structure Is the responsibility of the budding designer.For general guidance regarding fabrication.qualify control,storage,delivery.erection and bracing,consult ANSI/IPI1 Quality Criteria,D56-89 and SCSI Building Component 7777 C,reenherk Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95810 It Southern nine SP)lumber Is specified,the design values are those effective 06/01/2013 by At SC l Job Truss Truss Type Qty Ply LENNAR 843590792 ei- PL13-283_MAIN H F10 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Mon Jan 12 14:40:07 2015 Page 1 ID:aKCOLB_c6xyunbpi6VkulozClEsD-_9WkmxbpVrd WhClTbc1 L1 WPgQ_5wKLEOLmjAUFzw20s I 2-6-0 1 1 1-0-12 1 1 1-?-0 1 1 1-3-0 1 1 2-0-0 I 2-0-0 I Scale=1:27.4 1.5x3 II 3x6= 1.6.3 II 3x4= 1.50 II 3x4 = 1.5x3 11 3x6= 15x3 I I 1 2 3 4 5 6 7 8 9 a 1 1411114411%.I eL . : VH 13 12 11 10 3x4= 3x8= 3x4= 1.5x3 II 3x8 = 3x4 = 1 611-4 19.6-4 110-1-41 15-8-12 1 611.4 0-7-0 0-7-0 5-7-8 Plate Offsets(X.Y)-- [6:0-1-8.Edgy] [13:0-1-8-Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1,00 TC 0.43 Vert(LL) -0.22 13-14 >840 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.35 13-14 >532 360 BCLL 0.0 Rep Stress Incr YES WB 0.62 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.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Sld(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=858/0-4-4 (min.0-1-8),10=858/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3016/0,3-4=-3016/0,4-5=-3175/0,5-6=-3175/0,6-7=-2605/0,7-8=-2605/0 TONIO r, BOT CHORD 14-15=0/1878,13-14=0/3356,12-13=0/3175,11-12=0/3175,10-11=0/1560 WEBS 2-15=-2016/0,2-14=0/1222,4-14=-404/0,4-13=-416/180,8-10=-1734/0,8-11=0/1161,6-11=-841/0 vk G0c2�Oo WASh y, NOTES- 1-.71-.7 . � LO 1)Unbalanced floor live loads have been considered for this design. y N 2)Refer to girder(s)for truss to truss connections. 12 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -ivr 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 r6 be attached to walls at their outer ends or restrained by other means. Is ,p 49639v w ,t+ GISTER LOAD CASE(S) Standard �SSIONAL' 0 O.. 0AGIN - s/,0 C � � ct• 87022P r� • e CV y �Aj, OR GON r1°O,zvr rO AMBER 11 OSA. H .9s EXPIRES:06/30/2015 January 12,2015 f 1 a Iti4RNL5G-Verify design parameters and READ MOTES ON TIM AND 10/GlEED HIM('REFERENCE 7.4971411.7473 roe 1/29/2014 0(7091 USE. IMMO. "- Design valid for use only with MiTek connectors.Thin design is based only upon parameters shown,and u for an individual budding component. Mil Applicability of design parameters and proper incorporation of component is responsibility of building designer-not Buss designer.Bracing shown is for lateral support of individual web members only.Additional temporory bracing to insure slobilty during construction is she responsibillity of the MiTek. erector.Additional permanent bracing of the overall structure is the responsbility of the building designer.For general guidance regarding lobricotion,quality control.storage.delivery,erection and bracing.consult ANSI/TPI1 Quality Criteria.DSB-89 and OCSS eullding Component 7777 Greenback Lane.Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexondna,VA 22314. I Citrus Heghls,CA,95510 — If Southern Pine(SP)lumber is specified,the design values are tho re effective 06/03/2013 byALSC 1 Job Truss Truss Type Qty Ply LENNAR R43590793 PL13-283 MAIN H F11 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Induslnes,Inc Mon Jan 12 14:40:08 2015 Page 1 ID:aKCOLB_c6xyunbpi6Vku lozQEsD-SL46zHbRG9lN IMtg9KYaekyzJOW83sl9aQSkOhzw2Or 0-6-8 1—I I 2-5.8 I 2-6-0 I Scale=1:27.8 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 12 2 3 4 5 6 7 i 1 1 - c �, m O — 18 a — V ''..- 1-a 1-a 10 9 3x4 = 3x6= 3x6= 3x4= 10-6-8 I 16-0-0 I 0-6-8 15-5-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.11 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.17 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) -0.03 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:69 lb FT=0%F,0%E LUMBER- BRACING- _ TOP CHORD 2x4 DF No.i&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No.1&Btr(8at) end verticals. WEBS 2x4 DF Stud/Std(tlal) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=114/0-6-0 (min.0-1-8),8=451/0-2-8 (min.0-1-8),11=542/0-3-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1739/0,3-4=-1739/0,4-5=-1614/0,5-6=-1614/0 BOT CHORD 10-11=0/1339,9-10=0/1857,8-9=0/993 IONIO ii,,p WEBS 6-8=-1066/0,6-9=0/666,4-9=-261/0,2-10=0/430,2-11=-1440/0 Off? �F w --- NOTES- G ��' Gil 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. i,:, O� 'd 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. N 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to i be attached to walls at their outer ends or restrained by other means. r.r �;/ 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. vid� 49639 4ya 5)CAUTION,Do not erect truss backwards. O 4F �Q 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)264 lb down at 2-3-7 on lop chord. +{'�, G.tsm.R The design/selection of such connection device(s)is the responsibility of others. SMOIVALCs 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 CEO PROF Uniform Loads Vert:8(111=-5,1-7=-50 \CO \ALINE . ss/D Concentrated Loads(Ib) �Ca 9 �'9 Vert:12=-264(B) 87022P" y �Aj, OR GON tip <ti '2On FMB ER \1 0 S A. HECk EXPIRES:06/30/2015 January 12,2015 1 __ r ` aWARFR,5G-Verify designparanwarsand READ HJTESONMIS AND l.'/CtOCEDMITV(REFERENCE PAGE HU-7473fee 1/29/2014BEFORE I/SE Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. l 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 temporory bracing to insure stability during construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPIl Quality Criteria.DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available tram Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. 1 Citrus Heights,CA,95610 If Southern Pine tSP'lumber is specified,the design values are these eff active OG/03/2033 by At SC I Symbols Numbering System o General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 (Drawings not to scale) Damage or Personal Injury MEMDimensions are in ft-in-sixteenths. lob, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing,is always required. See SCSI. TOP CHORDS 2. Truss bracing must be designed by aln engineer.For 0-1/16" wide truss spacing,individualel lateral braces themselves v may require bracing,or alternative Tor I _ p bracing should be considered. 1-111.11Ap 111,,,,lipAiii 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. cr-s c6-r c5-6 O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0-'ne' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIITPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in Mitek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907,ESR 2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that /� Indicated bysymbol shown and/or SYP represents values as published specified. �/ btext in the symbosection of/or by AW C in the 2005/2012 NDS bracing SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June I,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,it no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 11.0 reaction section indicates joint 1111 1111 ill number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MI project engineer before use. 40 18.Use of green or treated lumber may pose unacceptable =� environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with Guide to Good Practice foHandling, MiTek ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 1 1 I .. t G START FRAMING HERE 9-1/4"OPEN WEB JOISTS @ 24"O.C. LENNAR 0 .1" IRM1I 2776A DUBLIN AMERICAN DAYLIGHT r-o---a- o -c---o---:---:n--:---a---c---r--v---�---r--r ---- -ate PL13-283 LOWER 0- 12/11/2013 . . . . . Products .7.--- — 2 PIotID Length Product Plies Net Qty ® ° ix RM1 50-00-00 2x10 DF No.2 1 1 BM2 BK1 22-00-00 2x10 DF No.2 1 1 o o-Qo-`: .ao `1BK1 16-00-00 2x10 DF No.2 1 1 LL 1.1- LL IL LL RM1 10-00-00 2x10 DF No.2 1 2 0 l7 0 0 0 0 0 o' m o o u_ u_ u_ LL u_ u_ u_ u. LL BM1 38-00-00 BB01 1 1 LL LL LL LL LL LL LL LLQ' LL IL =yo_--C__=.v_-T --IC =0r--BM1=��awIX 0.¢v`BK1a�=�: `.:��,J~o- L BM4 20-00-00 BB01 1 1 BM3 14-00-00 BB01 1 1 BM2 13-00-00 BB01 1 1 MUD 11 . 12 0 ° . ° . . ^ - I ALL BEAM SIZES PER ARCHITECT/ENGINEER 01112 • • BM3 - _ BK1=BLOCKING --0,tl�.BC".'-� Q-l_-��c'0-- RM1=RIM BOARD BK1 ��` 15T AND LONG WDLL o `X° ° ACCESSORIES QTY 2X10 DF#2&BTR FOR SHEAR BLOCKING 10' r • I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I IrolMot SV CONCN I. k 'ST MO CONC WALL I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I FLOOR LOADING 40 LL 15 DL o FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I JOIST WITH RIM PacMLumber Sc TRUSCOMPANY 9-1/4"OPEN WEB JOISTS @ 24"O.C. <START FRAMING HERE S LENNAR 1.04-00 2776A DUBLIN AMERICAN DAYLIGHT IRM1I , .F PL13-283 LOWER T Ic_o e_e�K. _K- 1:1� - C - ^o o i:o _ —,:____.___C_____:;-5.— 12/11/2013 -0 1 Products ^; PIotID Length Product Plies Net Qty Z. A . . Im RM1 50-00-00 2x10 DF No.2 1 1 BK1 22-00-00 2x10 DF No.2 1 1 BM2 BK1 16-00-00 2x10 DF No.2 1 1 0 LL OU. C. C' CD RM1 10-00-00 2x10 DF No.2 1 2 Glar BM1 38-00-00 BBO1 1 1 u_ LL LL LL BM4 20-00-00 BB01 1 1 A .❑ o: 0-0 0❑ 0 ._ --- urn s-<--Kr--_-wr_ BM1 _ -s s C 0,1- tl tl LBK1 BM3 14-00-00 6601 1 1 I BM2 13-00-00 BBO1 1 1 • • • • • J I ALL BEAM SIZES PER ARCHITECT/ENGINEER c - e r ) RMI.RIM BLOCKING to .ZIC tENfLDDa BM3'�BK11 -a.. 13 07- - ACCESSORIES QTY 1�013T AND LONG WALL • ri 2X10 DF#2&BTR FOR SHEAR BLOCKING 10' //i r e e ` ,1J A.. e ' y F, I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I sIu v1 BET EN vlooa /' I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.1 MST AND CONK WALL) lU PI et IWEEn fir FLOOR LOADING 40 LL 15 DL 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' ❑ ❑ lir JOIST WITH RIM le "vim Pacifi kLumber & TRUSS COMPANY r I i I , 1 , , •, s , • .. .. ilill° .. .. MiTeke MiTek USA, inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL1 3-283 LOWER Fax 916/676-1909 2776A DUBLIN AMERICAN DAYLIGHT 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: R41058155 thru R41058159 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. ��P0 PRo1 ��\.' 0N(,IN49 /02 87� 2PE ,,9r N �cv y SAT OREGON rye O4Q 'AC' 418 ER ,,' OS A. HEOP EXPIRES:06/30/2015 December 12,2013 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. e , MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL1 3-283LOWER Fax 916/676-1909 2776A DUBLIN AMERICAN DAYLIGHT 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: R41058155 thru R41058159 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. — r 0.-ONIO GOS Dov WASH/ 14- Aft 110.?,T1, h N .p 4,4'0rs �° December 12,2013 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 Job Truss Truss Type Qty Ply 2776A DUBLIN AMERICAN DAYLIGHT R41058155 PL13-283 LOWER F01 FLOOR 7 1 - Job Reference(optional) Pacific Lumber 8 Truss Co.,Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Thu Dec 12 11:12:18 2013 Page 1 ID:U 77rsVVxouod6pMzO1 VFw_SyQRhO-UdAbtyKolpjEVhxWMys1 etwZ55LzLB IAaOOXf3y9i5h I 2-0-0 1 al---i 1 2-1-4 II 2-6-0 1 2-6.0 II 2-6-0 I 2-6-0 I Scale=1:40.0 3x10= 1.5x3 II 1.5x3 II 3x6 = 1.5x3 II 3x6 = 1.503 II 3x6= 3x6 FP= 3x8= 1.5x3 II 3x8= 1.50 II 2 3 4 5 8 7 8 9 10 11 12 13 a Ii 21 20 19 18 17 16 15 14 3x5= 3x8= 3x8 FP= 3x5= 3x12= 3x10 = 3x5= 3x10= I 10-10-8 I ___—__23,512_---____ I 10-10-8 12-7-4 Plate Offsets(X,Y): 16:0-1-8,Edgej,17:0-3-0,Edge).116:0-5-12,Edge),(17:0-2-0,Edgel,(19:0-4-0,Edge) LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) 1/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.16 15-16 >957 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.24 15-16 >627 360 _ BCLL 0.0 Rep Stress Incr YES �. WB 0.98 Horz(TL) 0.02 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:101 lb FT=0%F,0%E - LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, — BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat)'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-16:2x4 DF No.18Blr(ftat) REACTIONS (Ib/size) 14=548/0-4-4 (min.0-1-8),17=1590/0-3-8 (min.0-1-8),21=431/0-3-8 (min.0-1-8) Max Gray 14=588(LC 4),17=1590(LC 1),21=504(LC 3) -15TONIo . FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 04 P''0.WAS-i. _ TOP CHORD 2-3=-1814/73,3-4=-1814/73,4-5=-684/980,5-6=-684/980,6-7=0/2600,7-8=-475/660, G ,S. �t VCT 14, 8-9=-475/660,9-10=-475/660,10-11=-2507/0,11-12=-2507/0 �Q' 4.. -t;, O OMBOT CHORD 20-21=0/1276,19-20=-458/1583,18-19=-2072/0,t7-18=-2072/0,16-17=-2600/0, vl 1, I 15-16=-69/2007,14-15=0/1823 ��� / WEBS 7-17=-865/0,2-21=-1337/0,2-20=-117/564,4-20=0/484,4-19=-1184/0,6-19=0/1922, 4 12-14=-1880/0,12-15=0/706,10-15=0/679,10-16=-1742/0,7-16=0/2542,6-17=-877/0 NOTES iP� ire,' 9639 w�1)Unbalanced floor live loads have been considered for this design. +�Nr �l' ISTER� 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. s010NALV, , 3)Recommend 2x6 slrongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard �(C9E-D Po Oc ,Co NG(NFF9 /b2 �' 87022PE �r y �� OREG N ry,O�� �Or,AMBER 11 ta A, He?'�P EXPIRES:06/30/2015 December 12,2013 1 I AWARMING-Verify design parameters and READ NOTES ON IBIS AND INCLUDED MITEK REFERENCE PAGE MTI-7473 BEFORE USE. Design valid for use only with MTek connectors-This design is based only upon parameters shown,and'a for an individual building component. I - Applicability of design poromelen 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 temporory bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.Fa general guidance regarding MiTek• fabrication,quality control,storage.delivery,erection and bracing.consult ANSI/IPt1 Quality Criteria,DSS-89 and SCSI Building Component 7777 Greenback Lane.Suite 109 -" Safety tntormalbn available from truss Plate Institute,781 N.lee Street.Suite 312,Alexandria.VA 22314. I Citrus Heights,CA.95610 If Southern Pine(SP)lumber Is specified,the design values are those effective 06/01/2013 byALSC Job TrUSS Truss Type Qty Ply 2778A DUBLIN AMERICAN DAYLIGHT R41058156 • - PL13-283 LOWER F03 Floor 3 1 - J0b Reference(optional) Pacific Lumber S Truss Co.. Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Wed Dec 11 15:48:40 2013 Page 1 ID:U77rsWxouod6pMzOl VFw_SyQRhO-T1 puUuaRgQOzWx3PhZydg6Jj BfcolYyvMSljyny9zAT 1 2-6-0 I 1-10.8 I 10.1481 I 2-1-4 Scale=1:41.0 1.553 II 1.5x3 II 358= 3x4 II 3x8= 1.5x3 115516= 3x6 FP= 358= 1.5x3 II 358= 1.5x3 I I 1 2 3 4 5 : - - :: 10a � � �114 13 355= 3510= 356 FP= 3510=354 I I 4x12= 3x10= 3x5= I 4-6-0 4-7.8 10-10.8 23-5-12 I 4-6-0 0-118 6-3-0 12-7-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) Ildefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.15 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.24 14-15 >627 360 BCLL 0.0 Rep Stress!nu YES WB 0.49 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:101 lb FT=0%F,0%E _ LUMBER BRACING TOP CHORD 2x4 DF No.1&Blr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Blr(flat) end verticals. WEBS 2x4 DF Stud/Sld(flal)*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. .. 6-15:2x4 DF No.1&Btr(flat) REACTIONS All bearings 0-3-8 except(jt=length)13=0-4-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)20 except 13=587(LC 5),19=615(LC 3),16=1348(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1$cONIO.6.4, TOP CHORD 2-3=0/288,3-4=0/301,4-5=0/1492,5-6=0/1492,6-7=-462/58,7-9=-462/58, o 04 VIAS-11. 9-10=-2499/0,10-11=-2499/0 V k, igi 'W04 BOT CHORD 19-20=-48/421,17-19=-701/375,16-17=-2126/0,15-16=-1985/0,14-15=0/1995, QT c 'Tp 13-14=0/1819 tr ` *. tri WEBS 6-16=-1327/0,2-20=-434/49,2-19=-593/0,4-19=-619/611,4-17=-1153/0,6-17=0/971, `1 . 11-13=-1876/0,11-14=0/702,9-14=0/561,9-15=-1622/0,6-15=0/2383 NOTES `{' \ 4963 �1�w� 1)Unbalanced floor live loads have been considered for this design. O \� G 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �-,,s,,, �'�STER 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to `IONAL- be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Ep P R OFess �,.— �NGIN -ER /(/2� 87022PE r y -$,OREGO OWN 'PO <4,18 ER \1 OS A. HO; EXPIRES:06/30/2015 December 12,2013 1 A WARNING-V r fy design parameters and READ NOES ON THIS AM)INCLUDED BITER'REFERENCE PAGE M1-7473 BEFORE USE. Deign valid for use only with MiTek connectors.This design is based only upon parameters shown,end is for an individual building component. MI Appiicabifity of design parameters and proper incorporotion of component is responsibility of building designer-not truss designer.Bracing shown - is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall siruclure is the responsiblity of the building designer.For general guidance regarding fabricalion,quality control.storage,delivery.erection and bracing.consult ANSI/1P11 Quality Ottertail,056.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Note Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 -- If If Southern Pine{SP)lumber Is specified,the design values are those effective 06/01/2013 by MSC $ Job Truss Truss Type Qty Ply 2776A DUBLIN AMERICAN DAYLIGHT - R41058157 PL13-283_LOWER F05 Floor 4 1 - Job Reference Loptionall Pacific Lumber&Truss Co., Lake 05wego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Wed Dec 11 15A6:41 2013 Page 1 ID:U77rsWxouod6pMzO1VFw_SyORhO-xENGiEb3bjWg75ecFHTsMKrow3y1U?U3b6VGVDy9zAS I 2-6-0 I 1-3-0 1 064 1 2-1-4 Scale=1;39.9 1.5x3 II ,,, 1.50 II 306= 3x4 II 3x8= 1.5x3 II 5x16= 356 FP= 3x8= 1.553 II 3x8= 1.5x3 II '.. 1 2 3 4 5 6 7 6 9 10 11 12 f T v 20 19 18 17 16 15 14 13 3x5= 3x10= 3x6 FP= 3x10=3x4 II 4x12= 3x10 = 355= I 3-10-8 4-910 10-3-0 I 22-10-4 I 3-10-8 0-1-8 6-3-0 12-7-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.15 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.24 14-15 >628 360 BCLL 0.0 Rep Stress Mor YES WB 0.49 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:99 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)*Except" SOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-15:2x4 DF No.1&Btr(flat) REACTIONS All bearings 0-3-8 except(jt=length)13=0-4-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)20 except 13=587(LC 5),19=584(LC 3),16=1348(LC 4) "1y'ONIO FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P TOP CHORD 2-3=0/283,3-4=0/304,4-5=0/1492,5-6=0/1492,6-7=-456/55,7-9=-456/55, o4 OF VIAS/1 'Vc'9-10=-2496/0,10-11=-2496/0 G ,<y 0 BOT CHORD 19-20=-00/302,17-19=-684/369,16-17=-2126/0,15-16=-1985/0,14-15=0/1991, Q' ig,—iit 0 O 13-14=0/1817 03 .- td WEBS 6-16=-1328/0,2-20=-311/92,2-19=-459/0,4-19=-626/593,4-17=-1149/0,6-17=0/974, N 11-13=-1874/0,11-14=0/700,9-14=0/561,9-15=-1622/0,6-15=0/2383 .I `. gr TES 4 1)Unbalanced floor live loads have been considered for this design. `AO „/,,,.:49639 <{� 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. A� G/STS 4 3)Recommend 2x6 strongbacks,on edge,spaced 01 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Slrongbacks to SSIONALV' be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard .".0 PR OFFS ..0 cNGINFQ `r/O 2 `rte 87022PE . 9r i ycP ,N ti �A OREG•N cy�O� �On��18ER ..\.\ .r SA H E ;�P EXPIRES:06/30/2015 December 12,2013 f • a WARNING-Verify design parameters and READ NO-FES ON THIS AND INCLUDED MNEKREPERENCE PAGE MIL7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an Individual bolding component. 14I I I - Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown - is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the M iTe k' erector.Additional permanent bracing of the overoll structure is the responsiblity of the building designer.For general guidance regarding fabrication,quality control.storage,delivery.erection and bracing.consult ANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Hale Instilute,781 N.Lee Sheel,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SC)lumber is specified,the design values re thorn affaztive 06/01/2014 byALS[ 3 Job Truss Truss Type Qty Ply 2776A DUBLIN AMERICAN DAYLIGHT R41058158 PL13-283_LOWER F06 Floor 5 1 .. Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Wed Dec 11 15:46:42 2013 Page 1 ID:U77rsINxouod6pMz01VFw_SyQRhO-PQxevachM1ehIFOop_75vX07JTI6DPzCpmEp1gy9zAR I 2-6-0 I I 2-4-8 1 1 2-1-4 I Scale=1:39.9 1.5x3 II 1.5x3 II 3x8= 1.5x3 II 3x8= 3x10= 34.FP= 3x8= 1.5x3 II 3x8= 1.5x3 II 1 2 3 4 5 6 7 e 9 10 11 Ifi 18 17 16 15 14 13 12 3x5= 3x10= 3x6 FP= 3x8= 4x12= 3x10= 3x5= I 10-1-6 1013-0 22-10-4 I 10-1-8 0-1-8 12-7-4 Plate Offsets(X.Y): f5:0-3-0,Edae1,f15:0-3-0.Edael LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/deo L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.16 13-14 >957 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.24 13-14 >615 360 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.02 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:97 lb FT=0%F,0%E — LUMBER BRACING r 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.18BIr(tlat) end verticals. WEBS 2x4 DF Stud/Sid(flat)'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-14:2x4 DF No.1&Btr(flat) REACTIONS (lb/size) 12=557/0-4-4 (min.0-1-8),15=1545/0-3-8 (min.0-1-8),18=397/0-3-8 (min.0-1-8) Max Gray 12c591(LC 4),15=1545(LC 1),18=475(LC 3) - `VNIO - FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. d'0 44 WASE TOP CHORD 2-3=-1613/307,3-4=-1613/307,4-5=0/2386,5-6=-513/532,6-8=-513/532,8-9=-2526/0, (J A.i) 9-10=-2526/0 �T t��Tp BOT CHORD 17-18=-41/1375,15-17=-1000/676,14-15=-2386/0,13-14=0/2033,12-13=0/1832 c,) - 1, N WEBS 5-15=-937/0,2-18=-1418/42,2-17=-274/246,4-17=0/1285,4-15=-2216/0, I - 10-12=-1889/0,10-13=0/716,8-13=0/641,8-14=-1716/0,5-14=0/2457 . Nares Cyt 49639 4y 1)Unbalanced floor live loads have been considered for this design. O QF �{ 2)This truss is designed in accordance with the 2012 Intemalional Building Code section 2306.1 and referenced standard ANSI/TPI 1. LISTER 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. Slrongbacks to �SSIONALRG be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard a\5'<(,- NF •&s/02 cA• 870 2PE /y CV yN�A, OREGO �(y��� lel0FMAER NN° P\ S A. HEC)‘ EXPIRES:06/30/2015 December 12,2013 i a WARNING-Verify design parameters and READ NOTES ON MIS AND INCLUDED MFTEK REFERENCE PAGE MN.7473 BEFORE USE. NMI= Design valid for use only with M7ek connectors.This design is based only upon parameters shown.and is for on individual balding component. I. 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 • erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regording MI lT ek fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPII Quality Criteria,858.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information ovalable from Truss Plate Institute.781 II.Lee Street,Suite 312.Alexandria,VA 22314. Cilmc Hrighrc,CA.05610 If Southern Pine Rh lumber Is specified,the design values are those effective 06/01/2013 byALSC I t. a Job Truss Truss Type Qty Ply 2776A DUBLIN AMERICAN DAYLIGHT -- R41058159 _ PL13-283_LOWER F07 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Wed Dec 11 15:46:43 2013 Page 1 I D:U77rsVVxouod6pMzOl VFw_SyQRhO-tcU07wdK7LmYNPo_NiWKRIxE0tgeysSM2Q_NZ6y9zAQ I 2-6-0 1 1 0-8.8 1 10-8-12 1 Scale=1:29.9 1.5x3 11 398= 1.5x3 II 3x8 = 3x4 11 3x8= 1.5x3 11 3x8= 1.5x3 II 1 2 3 4 5 6 7 8 9 of _ if• Y Y� '. ji 1 13 11 w 3x5= 3x10= 3x6= 3x10= 3x5= 8-8-8 I 8.5-8 8-719 17-24 1 8-5.8 a1-8 8-5-12 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/de(I L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.04 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.12 10-11 >827 360 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:74 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) 80T CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 12=1147/0-4-0 (min.0-1-8),14=364/0-4-8 (min.0-1-8),10=366/0-4-4 (min.0-1-8) Max Gray 12=1147(LC 1),14=402(LC 3),10=403(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TONIO TOP CHORD 2-3=-1042/77,3-4=-1042/77,4-5=0/1347,5-6=0/1347,6-7=-1050/71,7-8=-1050/71 ��A BOT CHORD 13-14=0/1090,12-13=-611/0,11-12=-603/0,10-11=0/1094 Q5 O4.WASJf •C� WEBS 2-14=-1124/0,4-13=0/1381,4-12=-949/0,8-10=-1128/0,6-11=0/1376,6-12=-959/0 G 4C, �a NOTES c. K. O'4 VI 1)Unbalanced floor live loads have been considered for this design. • N 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSITTPl 1. 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. Slrongbacks to i j/ � be attached to walls at their outer ends or restrained by other means. "d� 49639 L{) 4)CAUTION,Do not erect truss backwards. O� FGIST LOAD CASE(S) Standard �s`SfONAL' gD PROF-6tNGINEF7Q /,2 87022PE 9� / P N� pv y "o>., OREGON r / QCM8ER .v.` $p OS A. HEP\'\P EXPIRES:06/30/2015 December 12,2013 4 - A,WARNING•Verify design parameters and'READ NOTES ON MIS AND INCLUDED MITER'REFERENCE PAGE MI1-7473 BEFORE USE. Design valid for use only with MTek connectors.This design is bused only upon poramelers shown.and is for on individual bidding component. MI Applicability of design parameters and proper incorporation of component is responnbility of building designer-not truss designer.Bracing shown u for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector.Addtional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fobstcolion,quality control storage,delivery,erection and bracing,consult ANSI/TPIT Quality Cdterla,851-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandra,VA 22314. Citrus Heghts,CA,95610 If Spulharn Pine fSP)lumber Is specified,the designvaleet are those effective 0G/01/2013 by ALSO • I Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION - 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I (Drawings not to scale) Damage or Personal Injury raniDimensions are in ft-in-sixteenths. liNk Apply plates to both sides of truss 1 23 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. O_116, 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p 4 may require bracing,or alternative Tor I O .. cog bracing should be considered. it_Air O �� 3. Neverckexceed the design boding and never stack materials on inadequately braced trusses. C7-8 C6-7 C5-6 O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate designer,erection supervisor,properly owner and plates 0-1/1,:I'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from *Plate AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in Mitek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that 4100PIndicated b s mbol shown and/or SYP represents values as publishedspecified. bytext in the bracingsection of the by AWC in the 2005/2012 NDS SP represents ALSO approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. If indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without p or (supports)occur. Icons vary but ©2012 MiTekO All Rights Reserved approval of an engineer. kiii� reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. __ 07.1741 40 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPII: National Design Specification for Metal111 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with e Guide to Good Practice for Handling, j'EI(e ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet:MII-7473 rev.02/26/2013