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aw 118* 91/i 7)'IST 20&-00072 am amRE FEB 0 2019 MiTekt CITY Of. liGARD BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-430 MAINOW 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:R43961815 thru R43961817 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. �k 2-9 f 2PE ^02, OREGON cp `rBER 1\ OS A. He0 EXPIRES:06/30/2015 March 5,2015 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 Truss Type Qty Ply POLYGON R43961815 PLI4-430_MAINOW F01 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Mar 05 14:15:52 2015 Page 1 ID:brruHgUalglzWRolbXLi0cy8Kd9-A TkO6jwUzEWp8XDoRSI_Q6HCYSzYG6gUKbdAyzdwDb 1 1-0-0 1 01'1I11 1-2-0 I I0-8-9 IO-9-D 10-9-0 IO-9-0 I IO-&o 10-9-0 I I0-9-010-9-0 IO-9-0 10-9-0 Scale=1:36.9 4x4= 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 I I 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 3x6 FP= 1.5x3 II 1.5x3 II 1 2 3 4 5 67 //8\9 10 11 12 13 14 15 16 17 1eb •-4, 1 •-4 9 i 2 wi 188 191920 21 22 23 24 25 TII 4.4..2 i ,. --...-A\„ 4- / \_-- ,,,,-- ,., 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6= 3x5= 3x6 FP= 3x5= 3x5= 3x5= 4x4= 3x5= 3x5= 3x5= 3x5= 3x6= 3x5= 13-5-11 I 12-3-11 1 10-1 1 21-9-12 I 12-3-11 b-7-0 8-7-0 8-4-1 Plate Offsets(XX)-- [1:Edge.0-1-8].[31:0-1-8.Edge].F32:0-1-8.Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 27 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.03 Vert(TL) -0.00 38-39 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 32 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:115 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, Except: 10-0-0 oc bracing:38-39,37-38,27-28. REACTIONS. All bearings 21-9-12. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)30 except 39=-142(LC 6),32=-176(LC 7),31=-186(LC 6),26=-146(LC 7) Max Gray All reactions 250 lb or less at joint(s)39,32,31,38,37,35,34,33,26,26,27,28,29,30 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 10-34=-251/234,10-33=-250/236,12-33=-281/275,15-30=-268/258,15-31=-265/256- NOTES- 1) 5-31=2651256-NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. 4)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 21-9-12 for 150.0 plf. 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 '(.cc'ED PRQfi v`s ��GINE-F, /0 `t- 870 2PE --y 4j, OREGO c44// 90 �M8ER �� a �`S A. HE�'�� EXPIRES:06/30/2015 March 5,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Mick connectors.This design is based only upon parameters 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 responsibillity 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/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Suite 109 r:nnrs Heights CA 98818 Job Truss Truss Type Qty Ply POLYGON R43961816 PL14-430_MAINOW F02 FLOOR 15 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Mar 05 14:15:54 2015 Page 1 ID:brruHgUalglzWRo1 bXLiOcy8Kd9-7NbURoIB?aUE2ShcvsUD3rBXcLy_04Yzye4kErzdwDZ 11-0-0 I 9-41 1 1-2-0 110-8-9 1 Scale=1:37.2 3x4= 4x4= 3x4= 3x4= 3x4= 3x4 = 3x4= 3x4= 3x6 FP= 3x4= 4x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 e 166 II' A /�\ /\ /�\0-X \ /�\e e/\.a/\:/\ / \ I � 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4= 4x5= 3x5- 3x6 FP= 3c5= 3x5= 3x4= 3x4= 3x5= 3x5 = 4x5= 3x4= 1.5x3 SP= 3x5= 13-5-11 I 12-311 19-10-11 I 21-9-12 I 12-3-11 0-7-0 6-7-0 8-4-1 Plate Offsets(X.Y)- [28:0-1-8,Edge],[29:0-1-8,Edge] LOADING(psi) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.39 29-30 >671 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.61 29-30 >429 360 BOLL 0.0 Rep Stress lncr YES WB 0.49 Horz(TL) 0.09 24 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:110 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) 24=795/0-6-12 (min.0-1-8),36=795/0-7-0 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1463/0,3-4=1463/0,4-5=-2603/0,5-6=-2603/0,6-7=-3427/0,7-8=3427/0, 8-9=-3932/0,9-10=3932/0,10-11=4130/0,11-12=4130/0,12-13=3970/0, 13-14=3970/0,14-15=3970/0,15-16=3422/0,16-17=3422/0,17-18=-2605/0, 18-19=2605/0,19-20=2605/0,20-21=1463/0,21-22=-1463/0 BOT CHORD 35-36=0/773,34-35=0/2071,33-34=0/3052,32-33=0/3052,31-32=0/3717,30-31=0/4070, 29-30=0/4084,28-29=0/3970,27-28=0/3720,26-27=0/3048,25-26=0/2072,24-25=0/773 WEBS 13-29=117/292,14-28=-335/0,2-36=1082/0,2-35=0/967,4-35=-850/0,4-34=0/745, 6-34=-630/0,6-32=0/525,8-32=-406/0,8-31=0/301,12-29=-459/162,22-24=-1082/0, 22-25=0/967,20-25=-852/0,20-26=0/747,17-26=-621/0,17-27=0/523,15-27=-444/0, 15-28=0/581 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. 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 �.0 P R QF-- attached to walls at their outer ends or restrained by other means. �, lS' ,. 1�GIN `, LOAD CASE(S) Standard ,.C,? I 8 ! 2PE ,, T" 7 N9)k, OREGO tiS <Cr A' SER 1� ' OSA, HO; EXPIRES:06/30/2015 March 5,2015 b S WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.02/16/2015 BEFORE USE. �� 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 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 building designer.For general guidance regarding O fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPll Quality Cdteda,DSB-89 and BCSI BuBding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 Oifnw Hei3Mq(:A Q581n Job Truss Truss Type Qty Ply POLYGON • R43961817 PL14-430_MAINOW F04 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Mar 05 14:15:55 2015 Page 1 ID:brruHgUalglzvvRo1 bXLiOcy8Kd9-bZ8se8mpmuc5gcGoTa?Sb3kjQlNdaQ6BIpHm HzdwDY 1 2-2-11 I I 1-2-0 1 1 1-11-9 1 ?-0-0 I Scale=1:20.8 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 8 7 e o ® o .1. o � o 0 N e e e 12 11 10 9 3x4= 1.5x3 H 3x4= 3x5= 354= 2-5-11 1 3-0-111 3-7-11 1 11-11-12 I 2-5-11 0-7-0 0-7-0 8-4-1 Plate Offsets(XX)— 12:0-1-8.Edgel.[10:0-1-8.Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.12 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.19 9-10 >766 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.02 8 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) 12=435/Mechanical,8=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=-939/0,3-4=-939/0,4-5=1153/0,5-6=1153/0 BOT CHORD 11-12=0/939,10-11=0/939,9-10=0/1250,8-9=0/735 WEBS 2-12=-1027/0,6-8=823/0,6-9=0/469,4-10=393/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUfPI 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. LOAD CASE(S) Standard ��5 GINE v.,/ �0 ' 87022PE 91+ n1 yAlj, OREGO ti� 1Ai OS A. Hen EXPIRES:06/30/2015 March 5,2015 i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Mick connectors.This design is based 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 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 building designer.For general guidance regarding [YI fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPI1 Quality Cdferia,OSB-89 and SCSI Bulding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Height,CA 45610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 s/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 I (Drawings not to scale) Damage or Personal Injury =Pl. Dimensions are in ft-in-sixteenths. •:64.. Apply plates to both sides of truss 1 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For U-1/16" wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I ■ ILlipyi%likIct: bracing should be considered. _� O 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 12 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7.8 '-7 5-6 designer,erection supervisor,property owner and plates 0 'a6' 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. connectorplates. 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is E) 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 , Indicated by symbol shown and/or specified. by text in the bracing section of the 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing 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. 1 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. Ahhi=d, reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. MIN .. Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable r.� environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal MilmiT 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction.gBracing. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for �, SCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, li. w a ii .e ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.02/16/2015 SHAEDED AREA=HVAC IB 4 1-0040— --r �} F02� Ia 14"OPEN WEB JOIST @ 16"O.C. I F02 I� o I` F02 ° POLYGON FI. F02 la DI F02,. ,, 40 B 1 PL14-430 MAINOW it F02 ana • F02 3/5/2015 �� V, F02 /�\ y i • F02 ,/ ' V F02 Products C PIotID Length Product Plies Net Oty F02 BM2 22-00-00 3 1/T'x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 P _ .- F02 I4 BM3 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I D BM1 5-00-00 3-1/2 X 14 BIG BEAM 1 1 E I F02 Iy 5 RM1 16-00-00 1"x 14"APA Rim Board 1 5 • F02 :I EJ COrywRMzroDOAN...m F02 1 ❑`Y"sw"Zoo:G"c.,"CZE`w"" ALL BEAMS AND CONNECTORS PER ENGINEER J FG1—" L RM1 'I �- .. ACCESSORIES QTY F04 C• AKE 1 3/3/ Q- F04 �� xr MILBRANDT ARCNITEC'S A TFI414 5 F04 L� . 0�e..es Asn rDaAty s_ME v r;ttti 1 X 14 OSB RIM FOR SHEAR BLOCKING 16' COY .' ro�Tsc 3 d(m of erp:.s�t+ „ic..". he wtractrN—r...�e.. IBMi FLOOR LOADINC or «f-r..sso-end BKl=BLOCKING RMI=RIM BOARD 40 LL r 15 DL v,CA',Mt-r.RR,kV I dEr t....- I 13 .ar,„xWn -,f ,z,mE? REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' i1 III I P- \IS __�_ DO NOT: Loosen,remove,cut or notch any part of the open web joist. s': — i ----,..„ I - Pac� lumber JOIST WITH RIM SCALE: 1/4"=1'-0”on 24"x36" SHEET & TRUSS COMPANY SHEET 2 OF 3