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Plans (3) /42 sw / Mccrzol ow 72_ • ammo FEB 0 6 2019 M iTek CITY Oi- i IGARD BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-430_UPPER Fax 916/676-1909 POLYGON 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:R43673810 thru R43673811 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ��\)0 P R OF4d,, ��5 yG4tVEF'9 /Q�9 87022PE yoj OREGON cid /\/ O" . HER%� EXPIRES:06/30/2015 January 23,2015 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. z. Job Truss Truss Type Qty Ply POLYGON , R43673810 PL14-430_UPPER F01 FLOOR 16 1 .Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Jan 23 08:10:39 2015 Page 1 ID:brruHgUalglzWRo1 bXLiOcy8Kd9-ptP4SLXSATuTe9scFubnl gGydDnV VtA01 f3di4zsVi_ ,f1_ t 10-0 1 I0'8-011 1-2-0 HO-10-6 I I 1-0-0 I I 1-2-0 11 1-1-6 I I 1-0-0 11 1-2-0 11 1-2-8 1 1-2-0 1 Scale=1:37.3 3x4= 3x4 II 4x4= 3x4= 3x4= 3x6 FP= 3x4= 3x4= 3x4 - 3x4= 3x4= 4x4= 4x5= 3x4 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2 AA- P. iallol, a -/ \ /\ /\ /•\ /•\ /•\° C1\\ ��%%% - la AL o -11r. e o o- o- e a e e 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x6= 3x6 FP= 3x5= 3x5= 3x5= 3x4= 3x5= 4x6= 4x4= 3x6-4x5= 3x5= I 21-9-12 I 21-9-12 Plate Offsets(X.Y)- [1:Edge.0-1-8).[15:0-1-8,Edge],j17:0-1-8.Edge].[18:0-1-8.Edge],[20:0-1-8.Edge].[25:0-1-8.Edge].[32:0-1-8.Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.41 31-32 >632 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.64 31-32 >405 360 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.08 24 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:112 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 39=791/0-6-0 (min.0-1-8),24=791/0-6-0 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1285/0,3-4=1285/0,4-5=-2293/0,5-6=-2293/0,6-7=3076/0,7-8=-3076/0, 8-9=-3076/0,9-10=3634/0,10-11=-3634/0,11-12=3970/0,12-13=-3970/0, 13-14=-4053/0,14-15=-4053/0,15-16=-3956/0,16-17=3956/0,17-18=-3519/0, 18-19=2939/0,19-20=2939/0,20-21=2027/0,21-22=-2027/0 BOT CHORD 38-39=0/696,37-38=0/1816,36-37=0/1816,35-36=0/2712,34-35=0/3382,33-34=0/3829, 32-33=0/4046,31-32=0/4053,30-31=0/4053,29-30=0/3519,28-29=0/3519,27-28=0/3519, 26-27=0/2027,25-26=0/2027,24-25=0/939 WEBS 17-29=-279/0,18-28=0/254,20-26=-419/0,21-25=-591/0,2-39=-1027/0,2-38=0/903, 4-38=-815/0,4-36=0/731,6-36=643/0,6-35=0/559,9-35=-469/0,9-34=0/386, 11-34=-300/0,17-30=0/706,15-30=-402/124,20-27=0/1265,18-27=-857/0, 22-24=1206/0,22-25=0/1407 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � ,-, t3 PR Op ss 4)Required 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. C,, 14 NEER 4. LOAD CASE(S) Standard 44 �y `c 87022PE t" - to ,c\' �'0j, OREGsN , w� gOnSMBER1 �\' A. Hes; EXPIRES:06/30/2015 January 23,2015 v;',, r,.?, .�e,., ... ,� ...�....;'.• off;- a .xxyyyxxy /iia+F„. •' �a .ar,✓, tARNING-Ver,"fydesign karanre5rs and READ NO 75105 TH1SAMI 15Z(i0E0 MEEK REFERENCE PAGE 5II-1471 ret.(/20/231/BEFORE USE Design valid for use only with Milek connectors.This design is based only upon parameters shown,and is for an individual building component. Mill Appfcabitdy 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 g {� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding I to fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Satety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citms Heights,CA,95610 ItSautrvern Pine(SP)1srmisen is specified,tine design values are these eliestlue OGfDi f20i3 by AL5L 1 ' Job Truss Truss Type Qty Ply POLYGON R43673811 PL14-430_UPPER F02 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Jan 23 08:10:40 2015 Page 1 ID:brruHgUalglzwRol bXLiOcy8Kd9-H4zSghY4xmOKFJRopc6OZ1 p9ed9UEPe9FJpAEWzsVhz 1 0.9-0 1 1 1-2-0 1 1 1-11-14 I I t-2-0 1 1 - 2-2-14 1 1 1-2-0 I I 2-6-0 I Scale=1:20.2 3x4 = 3x4= 1 2 3 3x4= 4 5 6 7 3x4= 8 y a e e o e ® o o- e e o , o e o e� a e O e e ` O 16 15 14 13 12 11 10 3x4 = 3x4= 3x4= 3x4= 4-11-14 1 1-0-0 1 1-7-0 1 2-2-0 1 4-3-6 41-4 1 5-6-14 5-03-p 8-0-12 1 8-7-12 1 9-2-12 1 11-11-12 1-0-0 0-7-0 0-7-0 2-1-6 0-10-7-0 0-7-0 0-1-8 2-4-6 0-7-0 0-7-0 2-9-0 Plate Offsets(X,Y)— [2:0-1-8.Edge].[3:0-1-8.Edge].[6:0-1-8.Edge].[7:0-1-8.Edge].[12:0-1-8.Edge].113:0-1-8,EdgeJ LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.13 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.53 Vert(TL) -0.21 11-12 >691 360 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:54 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=435/Mechanical,9=435/0-4-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-574/0,3-4=-1240/0,4-5=-1240/0,5-6=1240/0,6-7=-996/0 BOT CHORD 15-16=0/574,14-15=0/574,13-14=0/574,12-13=0/1240,11-12=0/996,10-11=0/996,9-10=0/996 WEBS 2-15=0/315,2-16=893/0,3-13=0/750,6-12=0/349,7-9=1071/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard � 0%0PRQFss 87022P,, r- C tv 5. `v,j OR GON ct�,Q/ O /IBER 1� On A. Hs?, EXPIRES:06/30/2015 January 23,2015 i r WARNING-Vvdi.ydesignpurvcrelrsandREADNOTES ON,MIS AND INai/DE 1417EK REFERENa PAGE1ff-1473 reit 4/'29/2026SE/3REUSE -: 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 responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the p yg%y erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYi Y le fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern.Pine 4 er is specifl d,.the design selves use these effective 006/01/2013 by AMSC Symbols • g Ss PLATE LOCATION AND ORIENTATION /4 3 " Center plate on joint unless x,y 6.4.8 dimensions shown in ft-in-sixteenths Could Cause Property (Drawings not tof scale) offsets are indicated. I DamageFailureto orFollow Personal Injury MEDimensions are in ft-in-sixteenths. I40‘, Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0-1/16" 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I O I p bracing should be considered. 1 011.1411p U 3. Never exceed the design loading shown and never O kil stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate 7' I- designer,erection supervisor,property owner and plates 0 "U' 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 I - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. 1 connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,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 i� Indicated bysymbol shown and/or SYP represents values as published specified. �/ bytext in the bracingsection of the by AWC in the 200prNDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. If indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. 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. `MMINIr reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. SIM MIa 18.Use of green or treated lumber may pose unacceptable =ol environmental,health or performance risks.Consult with Industry Standards: ANSI/TPII: National Design Specification for Metal project engineer before use. 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, MiTek" 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 r 14"OPEN WEB JOIST©16"O.C. POLYGON 40 B PL14-430 UPPER 10/15/2018 SHAEDED AREA=HVAC Products BM-4 AT FRONT OF PlotID Length Product Plies Net Qty HOUSE1554i-00M-000 -00 "x "Glul . 1 BM2 �BM4BM1 155-00-00 5-00 5 1/21/2"x 1010 1/21/2"Glulamam(1(1.8E8E 24F-V424F-V4 DF/DF)DF/DF) 1 1 1 BM2 22-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 2 '- BM3 9-00-00 8801 1 1 eI -- �• --- --•- //77 BM4 8-00-00 3-1/2 X 14 BIG BEAM 1 1 °,7: �RM1 16-00-00 1"x 14"APA Rim Board 1 5 x .'. 4 4 OW40StATE't8 ALL BEAMS AND CONNECTORS PER ENGINEER CC I ,a rn ACCESSORIES QTY RM1 ® Q !: IIMI O TF1414 5 ri -! ' 1 X 14 OSB RIM FOR SHEAR BLOCKING 16' iiiimta aanwsn.ra.SUJMnrm:.a:vI., © HUCQ610 2 ' RM1 >:♦;PM b ": ':JMI x_A -.+.. x v, R LOADINri40 LL. - CKINGRMI=F V 47 ` ' I ,ADDITIONALPOST TRANSFER BLOCKINGAND S . -rP.,«::,rr.P, a�z.1C.":6120`:$ I I "-. MIis mn.efi�ns r�sr:�c"mr,av� 310.o:o"Gx I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I w W«e .• -- -- -- +, „I "" ' I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA MItBRAti DT ARCHITECTS rc N p • _.....g ...._... ........_... ____. y 00I IBM2I a/jT _ o e o ill/ I►` _II Ill __�_ DO NOT: m m Loosen,remove,cut or notch any part of the open web joist. Te --,.,........ 1 Pacifisifumber JOIST WITH RIM SCALE: 1/4"=1'-0" on 245x36" SHEET $r. TRUSS COMPANY SHEET 3 OF 3 14"OPEN WEB JOIST @ 16"O.C. POLYGON 40 B PL14430 UPPER 10/15/2018 SHAEDED AREA=HVAC Products BTd A-!._PRONE OF PlotID Length Product Plies Net Qty EfOi-:3SE BM1 15-00-00 5 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 15-00-00 5 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 \ \ IBM2I BM2 22-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 2 1 BM3 9-00-00 BB01 1 1 °� -- - a M4 8-00-00 3-1"x X 14 BIG BEAM 1 5 co - RM1 16-00-00 1"x APA14" Rim Board 1 5 Qrn2 IALL BEAMS AND CONNECTORS PER ENGINEER q^ I l a2 4 ACCESSORIES QTY - ® RM1 TF1414 5 ,(1 O 0 I. v 1 X 14 OSB RIM FOR SHEAR BLOCKING 16' I'm s. rl vaset,v. a,zEt v M —"' a HUCQ610 2 III li - P RM1 x x-,E) .7.-:.-ern:,,,':-.:2---"" "' CKINGRM1=F I _.. ....:' ViSTh al hL(:[lkil xVl 4 tNl.'',iL(: — s��m.,m:tri.� D 10/16/2018 ' . .ADDITIONALPOST TRANSFER BLOCKINGAND S 48 m ° caa s ❑aer "srwro° (. NONCCN " F I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN i T ae."Nu I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I '• 7° i w,"n .r�ravna � kE" "MtLBRANDT ARNNITEMTS FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I = a rc IBM2__. o s I a o _ _ _ DO NOT: m m Loosen,remove,cut or notch f any part of the open web joist. — — PacitILumber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS '' COMPANY SHEET 3 OF 3