Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans (179)
RECEIVED DEC 3 0 2015 CITY OF TIGARD MiTek® BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-89_UP Fax 916/676-1909 5A 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:R41832507 thru R41832521 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. Glke2 87022PE 9� N y �-0 OREGON q�ory jQES ©S A. HER�Q EXPIRES:06/30/2015 April 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI 1. �n• y MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-89_UP Fax 916/676-1909 5A 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:R41832507 thru R41832521 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. �yTONIO ,p, a�OS r" x N 49639 SS ONAL April 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. V rJo Thus Truss Type Qty Ply SA 841832507 4-89 UP F01 Floor B 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 Mi7ek Indusums,Inc.Mon Apr 21 15:38:54 2014 Pape 1 ID:j7axn4OsHnThlyaUArnvOszX1 UY-u5L6y415vXMDrSQ6LFhTXUOBVrApewMJpiAlyjz000? r 2-6-0 -- i 2-2-9 i F2�i 2-411 I Scale=1:28.6 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 8 0 13 12 11 10 3x4= 3x8= 3x4= 3x4 = 3x4= 1041-1 11-4-9 9-11-9 1 1 1 11-31 16-4-12 9-11-9 0. 0.7-0 550.3 0.7-0 0.1-0 Plate Offsets(X YY 110.0-1-6 Edael (11.0-1-8 Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.2511-12 >783 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.40 11-12 >487 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:72 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF NoA&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 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 13=715/Mechanical,9=715/0-4-4 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. '�yZONIO j TOP CHORD 2-3=2463/0,3-4=2463/0,4-5=-2532/0,5-6=2532/0,6-7=-2532/0 BOT CHORD 12-13=0/1520,11-12=0/2805,10-11=0/2532,9.10=0/1515 O WEBS 6-10=316/0,2-13=-1640/0,2-12=0/1018,4-12=-37010,4-11=-460/161,7-9=-163610,7-10=0/1105 G S{ NOTES CID _ O� 1)Unbalanced floor live loads have been considered for this design. - N 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSlfrPI 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� 49639 ;VV be attached to walls at their outer ends or restrained by other means. Ort � CI$ LOAD CASE(S) Standard ,ss�ONALG PRO GI N F9 s�o 2 4z 87022P �{ N y �Aj OR G ER 1� A. N EXPIRES:0613 0/2 01 5 April 22,2014 0 14.OM%-y.&I,di 1F a peram m.and READ M TES CN 7WE ANG 7M21P.rED W7E,K REE_EMfii E t4 W MIT 7473 mx 1,12512014 A1910MLM Deign valid for use only with MTek connectors.This design is based only upon parameters shown,ands for an individual building component. . Applicability of design parometers and proper incorporation of components responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members any.Additional temporary bracing to insure stability during construction is the resporssibillity 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 ANS171i►Il Quality CrBeda,DSB-89 and BCSI Sulking Component 7777 Greenback Lane,Suite 109 Salely Intormatlon available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 a soups—Pint tsp)timber is spetifrad,the desips values ue those ettattke 06/011201.3 byALSC L— J Job Truss Truss Type Qty Ply SA 841832508 PL14-89 UP F02 Floor 5 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jen 13 2014 MRek Indusbtes,Inc. Mon Apr 2115:38:55 2014 Pagel ID:j7axn4OsHnThlyaUAczwOszX1 UY-NHuVAQljggll4Tb?lvyCi3ixLvBX_NPgT1 MwJUAzOQU_ 2-&0 I 2-0-11 i 1-2-0 1-0-9 i Scale=1:25.9 1.5x3 11 3x4= 1.5x3 11 3x4= 1.5x3 11 1.5x3 11 3x4= 1.5x3 I I 1 2 3 4 5 6 7 8 4 1 12 11 10 9 3x4= 3x6 = 3x4= 3x4= 3x4 = 10-6-3 11-2-11 k 9-9-11 9-11rT1 1 14-10.12 1 9-9-11 4128 0-7-0 3.8-1 0-7-0 0-1-8 Plate Offsets(X Y): [10:0-1-8 Edael [11:0-1-8 Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.57 Vert(LL) -0.20 11-12 >870 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.58 Vert(TL) -0.33 11-12 >537 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:66 Ib 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&Btr(flal) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 13=649/0-4-4 (min.0-1-8),9=649/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �y,TON10 p, TOP CHORD 2-3=2140/0,3-4=-2140/0,4-5=-1912/0,5-6=-1912/0,6-7=-1912/0 lk BOT CHORD 12-13=0/1359,11-12=0/2319,10-11=0/1912,9-10=0/1371 Qr7 0 WEBS 6-10=-418/0,2-13=-1467/0,2-12=0/844,4-11=-536/22,7-9=-1480/0,7-10=0/810 GQc�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 Intemational Building Code section 2306.1 and referenced standard ANSVTPI 1. 4)Recommend 2x6 strongbadks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3)nails. Strongbacks to 49639 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard SjgIVALEG �NGIN F9 s/o 2 8702 PE lir >CV OREGO -pC ER OSA EXPIRES:06/30/2015 April 22,2014 Q4fAM,%-Ver:Irdefipra..mr,and REARWTFSCN7NISAM)MIXED WIE.KREFER£fKTPAGE MIT M73rc8I/251MMaff-'Wtm Design valid for use only with Mlek connectors.This design is based only upon parameters shown.and is for on individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability dudng construction is the responsibillity of the iVliTek' erector.Additional permanent bracing of the overall structure a the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria.DSB-89 and BCSI BuBdng 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 If Southexrs Pirse f5A)krrsbat is s{ ifiad.the are lb .e effactixe 06101/2013 by ALSC Job Truss Truss Type Qty Ply sn 8/1832509 PL14-89 UP F03 Floor 3 1 Pacific Lumber d Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2M49Industries,Inc.Mon Apr 21 15:38:56 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-t1StNmJLR8cx51ZUI fxcvUWYbsw6pZcGOfs?czOQTz 2-" I 2-5-1 {1' -0 2-411 i Scale=1:28.9 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3,6 = 1.5x3 II 1 2 3 4 5 13 7 8 0 N 1 12 11 10 3x4= 3x8= 3x4= 3x5= 3x4= 10.10.9 11-7-1 10-2-1 10 9 11-59 16-7-0 10.2-1 0.-0 0.7-0 5-0.3 0.7-0 0-1-8 Plate Offsets MY): 110:0.1-8.Edgel.111:0.1-B.Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.27 11-12 >739 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.43 11-12 >456 360 BCLL 0.0 Rep Stress Ina YES WB 0.58 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:73 Ib FT=O%F,O%E LUMBER BRACING TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(11at) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (Ib/size) 13=725/0-4-8 (min.0-1-8),9=725/0-4-4 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. yzoNio TOP CHORD 2-3=2508/0,3-4=-2506/0,4-5=-2587/0,5-6=-2587/0,6-7=-2587/0 BOT CHORD 12-13--0/1543,11-12=0/2877,10-11=012587.9-10=0/1538 WEBS 6-10-324/0,2-13=-1666/0,2-12=0/1041,4-12=-399/0,4-11=-480/168,7-9=-1660/0,7-10=0/1140 �� ►QUO NOTES h id 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 ANSI/rPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-104(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ed16 X9639 Y{r 1�GI$T LOAD CASE(S) Standard 0�' �S%NAL G RO P E s�o 2 8 2PE N ,:V OREGO 'AC EP OSA HER�P EXPIRES:06/30/2015 April 22,2014 Qt9AW.%-Ver'trdesiyn;arjme-wr3 and REM W IFS CNTH1SAW3NaIXEDMITEYREFERFMT PAGE HrT7473rem1/25/20149E:Jt ME 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 responsbility,of building designer-not truss designer.Bracing shown is for k3twol 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 regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Crlferia,OSB-89 and BCSI luldng Component 7777 Greenback Lane,Suite 109 Safety hdormatlen available from Truss Plate Institute,781 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N seuthefn Pine(sp)tsanbas is specified,cl,a d"gn valuers wethote atyacdae Or/01/203.3 by Af.SC rPLI TrussTruss Type Qty Ply SA841632510 4-89 IJP F04 Floor 1 1 Pacific lumber tL Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:38:57 2014 Pape 1 1D.j7axr14OsHnThlyaUAczwOszX1 UY-JgOFb6K_CRkoiv8hl NEA970dL?9TrGQNgPPX2zOQTy r 2-3pI 1i� 1-2-0 i1-0-9 2$0 Scale=1:31.6 1.54 I 3x6= 1.5x3 I I 3x4= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 0 N 1 15 14 13 12 11 3x4= 3x8= 3x5= 3x4 = 44 = 3x4= 14-3-11 13-1-11 132-11 0-7-0 18-ta 13-1-11 0-7-0 39-9 Plate Offsets(X Y): 112:0-1-8,Edae1,[13:0-1-8,Edae1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.33 13-14 >663 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.51 13-14 >419 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:81 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 16=791/0-4-4 (min.0-1-8),11=791/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 10NIO TOP CHORD 2-3=2635/0,3-4=-2635/0,4-5=-3446/0,5-6=-3446/0,6-7=-2477/0,7-8=-2477/0,8-9=2477/0 BOT CHORD 15-16=0/1550,14-15=0/3254,13-14=0/3130,12-13=0/2477,11-12=0/1721 �r7 p WASIl�J WEBS 7-13=0/354,8-12=-569/0,2-16=-1700/0,2-15=0/1191,4-15=-679/0,6-14=0/405,9-11=-1858/0,9-12=0/1092, 6-13=860/0 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 ANSI/TPI 1_ d.� 48639 tV� 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 O� be attached to walls at their outer ends or restrained by other means. �FGISTER� LOAD CASE(S) Standard SSI�NAL��G ED PRor �NGINE,F9 87022P N OR G rye Q1v�' ER 11 A. He EXPIRES:06/30/2015 April 22,2014 Q WAWIf,9Cs-Ver:tp rlesiga;anme yrs aad READ W)rS CN 7N.S ANI!:rhaWE0 MfTEK REFERENrt'E PAGE M11 7473 res 125120140FW tgE 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 incorporafion of component o 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 respomiblllity,of the i1AiTek erector.Additional permanent bracing of the overall stnicture is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/rPll Quality Criteria,DSS-89 and SCSI SuSdng Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Hate Institute,781 N.Lee Skeet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 1f Sauthern.Pit-(SP)lumber 1s$sec fled,the design values are tlsata effective 06/01/2013 by At.SC ✓ Job Truss Truss Type Qty Pty SA 841832511 PL14-b9_uP FOS Floor 9 1 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MfTek Industries,Inc.Mon Apr 21 15:38:58 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOs7Xl UY4lsadoSLczlsfK3jta4mPhK7lvOXsafyvjK8z4VzOQTx r 1-3-0 1-1-1 1--1-2-0� 2-4-15 —I 24-0 Scale=135.4 4x5= 3x4= 3x4= 3x4 = 3x4= 4x4= 3x6 FP= 3x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 10 N N 25 24 23 22 21 20 19 18 3x4 = 4x6= 3x5= 3x8 FP= 3x5= 3x5 = 4x8= 3x6 = 3x5 = 3x5 WB= 15-7-9 20-9-8 14-5-9 7-0 7-05-1-15 Plate Offsets MY): [12:0-1-8 Ednel 1180-1-8 Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.40 21 >624 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.62 21 >402 360 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.08 17 n/a n/a BCDL 5.0 Code IBC2012/TPI2O07 (Matrix) Weight:98 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 OF 24DOF 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 24DOF 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 17=909/0-4-8 (min.0-1-8),26=909/0-2-8 (min.0-1-8) FORCES (lb)-Max.Comp-/Max.Ten.-All forces 250(lb)or less except when shown. ONIO TOP CHORD 2-3=-2003/0,3-4=-2003/0,4-5=-3413/0,5-6=-3413/0,6-7=-4247/0,7-8=-4247/0, 8-9=-4495/0,9-10=-4495/0,10-11=-4230/0,11-12=-4230/0,12-13=-3519/0, �5 01 V�ASAJ 13-14=-3519/0,14-15=-3519/0 BOT CHORD 2526=0/1077,24-25=0/2776,23-24=0/3897,22-23=0/3897,21-22=0/4436,20-21=0/4401, 19-20=0/3519,18-19=0/3519,17-18=0/1990 uJ WEBS 12-19=-357/0,13-18=-426/0,2-26=1375/0,2-25=0/1183,425=-987/0,4-24=0/813, 6-24=-618/0,6-22=0/446,1517=-2149/0,1518=0/1659,10.20=-272/35,11-20=-327/0, 12-20=0/1057 NOTES 49639 kid 1)Unbalanced floor live loads have been considered for this design. OCS ('Is 2)All plates are 1.5x3 MT20 unless otherwise indicated. sSIONAL �G 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)26. 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. r0 P R OFF`s151 LOADCASE(S) Standard �5 ��1GIN-XF 1QZ 870 2PE <' y N�Aj, OREGO �cMBER 0 EXPIRES:06/30/2015 April 22,2014 Q WAWNG-yerlydpi4n Amax mrs and RDW IC 7£S GN IWS AND MIXED K17£KR£Fi.{'EMT P"NII 7473 m c 4125/2014 BEWW- Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an indvidual building component. Applicability of design parameters and proper incorporation of component is responsblity 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/1711 QuaBty CsBeda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 n available from Tnra Plate Institute,781 N.lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 fA lumbar K wx if df,the 4esiV vatues ara tt—effectiue 06/01/2013 by ALSO Job Truss Truss Type Qty Ply SA 841832512 PL14-89 UP FOB Floor 1 1 Pacific Lumber&Tru s Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:38:59 2014 Page 1 ID.j7axn4OsHnThyaUAtzwOszXlUYf38??oLEj3_WyD138oHeEY678o1UJJY2y_uWcxzOQTw 1-4-0I 2$0 i 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 0 N 5 4 3x4= 3x4= 1-8 311 8 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 — 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.04 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:19 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or4-1-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 4=174/Mechanical,5=174/0-2-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 0TONro � NOTES 1)Refer to girder(s)for truss to truss connections. Or7 OF WAS �✓ 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. (0 C 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 {Ej iS1 be attached to walls at their outer ends or restrained by other means. — N LOAD CASE(S) Standard O 496399 gyp s A CIS1 Ems" �SSrONALEtAG PROFFss �NGiNFF9 87022PE f' N y �A� OREGO ti�QMH 9C� "EFR -,.N �. OS A HER,�P EXPIRES:06130/2015 April 22,2014 Qit:4k0.fI?.r-Ye ?rdeeiynparame8?naniRcAD! TES GN 7N:&ANCMIZEDMITEKREFEREhYEPAGE MIT.7473rer1,'29/29189R;DfUSE 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 responsbIrty of buiking designer-not taus 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/TPII QualRy Criteria,DS8-89 and BCS18ulding Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss%ate Institute.781 N.Lee Street,Suite 312,Alexandra,VA 22314. Carus Heights,CA,95610 t1 saute-Pine W)k—b—is sp.cibed,tfse dectirs slues are those aff.176.06101/2013 byALSC JobTruss Truss Type Tity Ply 5A PI-14-8g.-UP F07 Floor Job Reference(optional) 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510s Jan 13 2014 Mi-Tek Industries,Inc.Mon Apr 21 15:39:01 2014 Page 1 1D.j7axrAOsHnThlyaUAc zwOszX1 UY-BRGmQTNUFgFDBWSSGDJ6JzB LXcYXn3SLQI NdhpzOQTu 1-7-12 I 1-8-15 1 1-2-0 �r 1-49 1 14-0 i Scale=1:30.1 3x6= 1.5x3 I I 3x4= 1.5x3 11 3x4 = 1.5x3 11 3x4= 1.5x3 11 3x5= 1.5x3 I I 1 2 3x8 3 4 5 6 7 8 9 10 11 0 19 17 16 15 14 13 3x4 11 3x8= 3x8= 3x5= 3x5= 1.5x3 11 3x4 = 3x4= 1-10-12 W. 15-50 Plate Offsets(X.Y): f2:0-3-0.Edael.f8:0-1-8 Edoel fl3:0-1-8 Ednel f19:Ed0e 0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.18 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.27 14-15 >687 360 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(rL) 0.03 12 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:83 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF NoA&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, Except: 6-0-0 oc bracing:17-18,16-17. REACTIONS (Ib/size) 18=1194/0-5-8 (min.0-1-8),12=627/0-2-12 (min.0-1-8) Max Grav 18=1194(LC 1),12=662(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yTON10 p� TOP CHORD 1-2=0/670,2-3=-950/312,3-4=-950/312,45=2192/0,5-6=-2192/0,6-7=-2379/0, LOS�0�WAS 7-8=2379/0,8-9=1741/0,9-10=-1741/0 BOT CHORD 17-18=-670/0,16-17=-32/1694,15-16=0/2387,14-15=0/1741,13-14=0/1741, hP CSO 12-13=0/909 40 715 WEBS 9-13=-408/0.2-18=-80810,1-18=-765/0,8-15=-14/787.7-15=-259/0,6-16=-295/0, 4-16=0/641,4-17=-935/0,10-12=-1092/0,10-13=0/1027,2-17=0/1309 NOTES rtl•(� 49639 1)Unbalanced floor live loads have been considered for this design. O��+Q �jQ 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. sSIONA� G 4)Recommend 2x6 strongbadcs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(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. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)304 Ib down at 0-1-8 on top chord. L �D P R QF ss The design/selection of such connection device(s)is the responsibility of others. F 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 87022PE �9r 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-19=-8,1-11=-80 Concentrated Loads(lb) N Vert:1=-304(F) A� OREGO ER A. HE��P EXPIRES:06/3012015 April 22,2014 0 iGlRN}IFiG Ver't fdeai�a;aramc�n a+NJ READ!YG IFS GN IVIS Aft 7NC2iXED M7EX RFFEAElN'E CAGE lftt1473 res tfZ9fhlld dERS4ElASF �� Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Appricability of design parameters and proper incorporation of component is responsiblity of building designer-not truss designer.&acing shown is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respomibillity of The erector.Additiorsal permanent bracing of the overall structure is the respomblity of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consu8 ANSI/TPII Quality Cdfwla,DSS-89 and SCSI Suitding Component 7777 Greenback Lane,Suite 109 Solely Inbrmaiton avalable from Truss Plate Irutitute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95810 I1 Sautherss Pirie 1SP)Iurnbes is specified,the S—W�Iuas we 0—a ef3acwe 06/01/2033 by A7SC Job Truss Truss Type Qty [ly15A841832514 F08 Floor 7 Job Reference(opflonall Pacific Lumber b Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:012014 Page 1 ID.j7axn4OsHnThlyaUAczwOszX1 UY-BRGmQTNUFgFDBWSSGDJ6JzBSbchgnApLQINdhpzOQTu 2S0 1 0-5-10 r 1-2-0 _ 1414 Scale:3/4"=1' 1.5x3 11 1.5x3 I I 1.5x3 11 1.5x3 11 1 23x4 3 4 53x4 6 0 1 9 8 3x4= 3x4= 3x4= 3x4 312 0-1 0-7A 0-7A 41 Plate Offsets(X YY f8 0-1-8 Edael f9:0-1-8 Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Ven(TL) -0.06 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:39 Its FT=O%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&BV(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 (Ib/size) 10=370/0-2-12 (min.0-1-8),7=370/0-2-8 (min.G-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ,TONIO 4 A TOP CHORD 2-3=-732/0,3 =-732/0,4-5=-732/0 BOT CHORD 9-10=0/682,8-9=0!732,7-8=0/665 WASJ?7„ WEBS 2-10=-736/0,2-9=-37/269,5-7=-718/0 NOTES _ 1)Unbalanced floor live loads have been considered for this design. — N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. 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. 44639 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard S ONAL� G PRO IN 9 191 8 2PE 9� U) , y �Aj OREGO 'AC ER 1� �`� A. Hf- EXPIRES:06/30/2015 April 22,2014 Q44 WhillS-VedfydesignprameMrsandREADICIESGNTHISAND7i tKEDNITEKREFEREN17PAGEMir7473ret1/29120148f?t3.4Et15E 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 o for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Welk'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 ANSVTPI7 Quality Cdle4a,DSB-89 and SCSI Building Component 7777 Greenback Lane,Sune 109 So"Intormallon available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95810 N S.autl5em pose Islol wmher it specified,the desiV vzkw we-thou elfactiva 06/01/201.3 by ALSC Job Truss Truss Type Qty Ply so, 841832515 PL14-89 UP F09 Floor 1 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 Mrrek Industries,Inc. Mon Apr 21 15:39:02 2014 Page 1 ID:j7axn4OsHnThlyaUACzwOszxlUY-feg8epO60 N4pglepwgLrAjdNO2oWFDVey6ADGzOQTt r 21&0 0-58 1-2-0 I 1-7-2 I Scale:1'=1' 11.5x3 II 2 3x4= 31.5x3 II 4 3x4= 51.5x3 II 4 N 1.5x3 II 9 8 7 6 3x4= 3x4= 3x4= 3-0-14 1 0-7-0 0-7-0 1-1az ' Plate Offsets MY): f4:0-1-8Edael [8:0-1-8,Edge LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.02 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012fiP12007 (Matrix) Weight:29 Ib 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 OF 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 (Ib/size) 9=267/0-2-8 (min.0-1-8),6=267/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TQNIQ p, TOP CHORD 2-3=-362/0,3-4=-36210 _vL' BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 007 Off WAS WEBS 2-9=-456/0,4-6=424/0 G � CSO NOTES +7 to 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. dip 49639 �q 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to O�� be attached to walls at their outer ends or restrained by other means. LOAD CASES) Standard SSjaNAL1G Eo PROFFss/ �NGiNE,�9 0�-9 870 2 yN ,CV �'�j OREG N 9�, �cMsER 11 �'O 0 A. HER�P EXPIRES:OWO/2015 April 22,2014 Q l9AANT5G-VertTdesign par n*ii rs and READ WTES ON TNTSAke MaIXED WIEKAEFEAENCE P"MIT.7473 mL 1,`29/201489;i3ittE11SE a 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.&acing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsbility,of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSMI1 Qualify CrIterla,DS6.89 and Ill Building Comp-11 7777 Greenback Lane,Suite 109 Safety Inloanallon available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314- Citrus Heights,CA,95610 N Southern lsirsc f3FJ 3umbaF is speciRed,the dcsien vstues anlfsosE eltsctive D6f01/M13 try ALSO JobTruss Truss Type Qty Ply 15A 841832516 PI-14-8g-LIP F11 Floor 2 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MITek ridustries,Inc. Mon Apr 21 15:39:02 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-fegBepO6O_N4pgl epwgLrAjc201 vWd_Vey6ADGzOQTt 215-0 10-5-101-2-0 1-0-14 1 Scale=1:16.4 1.5x3 II 3x4= 1.5x3 II 1.5x3 I 3x4= 1.5x3 II 1 2 3 4 5 6 0 N 1 9 8 3x4= 3x4= 3x4= 3x4= 3- 843-8 31-2 0.1- 0.7-0 0.7-0 0.1 4-2-6 Plate Offsets(X Y): 18:0-1-8 Edgel.19:0-1-8 Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.07 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:40 Ib FT=O%F,O%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 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (Ib/size) 10=377/0-2-12 (min.0-1-8),7=377/0-4-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 0TONIO TOP CHORD 2-3=761/0,3-4=761/0,4-5=-761/0 BOT CHORD 9-10=0!701,8-9=0/761,7-8=0/682 �=7 OE WAS WEBS 2-10=-757/0,2-9=-28/290,5-7=-737/0 NOTES r7 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 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 3-1 Od(0.131"X 3')nails. Strongbacks to � g � be attached to walls at their outer ends or restrained by other means. Q� RCI LOAD CASE(S) Standard SS�ONALG PROFFss �NGtINFF9 8 2PE 9r N rN OREGO ER OSA EXPIRES:06/3012015 April 22,2014 QWAR I.%-Vesifyde?iignparameMrs and REAS10TESCNTWEAK IffaLSELMITEKRFFEWNCEpAGEMII1473ma1/251201411 Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual budding 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 erecMiTek' tor.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,derwery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Bulking Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandra,VA 22314. Citrus Heights,CA,95610 IfS—chem Pirie(SP)lumber is.specifics.the d—agn—k--th—ed9 d"046101/3013 by AtSC Job Truss Truss Type Qty Ply 5A Rt1832517 PL14-89 UP F12 Floor 8 1 Pacific Lumber E Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 Mitek IrMushtes,Inc.Mon Apr 21 15:39:03 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-BgNWr9PknHVxQgcgNdLaOOGj6PFoF_VetcsklizOQTs 215-0 r 2-3-5 i I--2-0 2-4.11 I Scale=1:28.7 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 0 1 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-13 11-5-5 10-0.5 10. 131-3-13 16-54 10-0-5 0.2 8 0.7-0 5-0-3 0.7-0 0.1-8 Plate Offsets(X Y): 110:0-1-8 Edael ft t'0-1-8 Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >770 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.41 11-12 >478 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(rL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:72 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 OF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or B-0-0 oc puffins, except BOT CHORD 2x4 OF 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 (Ib/size) 13=718/0-1-12 (min.D-1-8),9=718/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,TONTO TOP CHORD 2-3=-2476/0,3-4=-2476/0,4-5=-2549/0,5-6=-2549/0,6-7=-2549/0 BOT CHORD 12-13=0/1527,11-12=0/2827,10.11=0/2549,9-10=0/1522 0$ WASI�ja. V WEBS 6-10=-319/0,2-13=-1648/0,2-12=0/1025,4-12=-379/0,411=-466/163,7-9=-1643/0,7-10=0/1116 0 �<{ NOTES 00 _ �� tz 1)Unbalanced floor live loads have been considered for this design. — N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 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 buss with 3-10d(0.131"X 3")nails. Strongbacks to 1 49639 be attached to walls at their outer ends or restrained by other means. Q ��Cr LOAD CASE(S) Standard �S%NAL G E° PR°FFs �NGINEF9 ,c 870 2PE yN ,n+ �Aj OREGO ER 1� OS A Hf- EXPIRES:06/30/2015 April 22,2014 Q Ill-Ver.1 f desip paraimmrs and RMD W IES GN TICSAND TNaXED MIfFKMF-EU?KF A4W#77 7473 mg 1/25120108RcWME Design valid for use only with MRek 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 responsibility of the Mitek' erector.Additional permanent bracing of the overall shucture is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII QuaBly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Sa"N ut er rhi, jsvavailable w bspeciiaed.athe Institute, whus we lhoi t e ifac�06/al/2a 3 by ALSO 4 Citrus Heights,CA.95610 Job Truss Truss Type Qty Ply SA 841832518 PL14-89 UP F13 Floor 8 1 Job Reference(00tiOrlah Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:39:04 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszXIUYcOxu3VPNYbdo2 B1xLspxbpq?pYt_Q1n6GbHH8zOQTr i 2-3-0 I F 14-11 i i 1-2-0 i 1-2-5 I 2S0 i Scale:3/8"=1' 1.5x3 I I 3x6= 1.5x3 I I 3x4= 1.54 II 3x4= 1.5x3 11 1.5x3 I I 4x5 = 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 4 1 15 14 13 12 3x4= 3x8 = 3x5= 3x4= 4x4 = 3x4 = 14-3-11 717-11 13-E-17, 78-3-0 Plate Offsets(X.Y): 112:0.1-8.Edoel,113:0.1-8.Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.33 13-14 >651 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.53 13-14 >412 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 HOrz(fL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:81 Ib FT=0%F,O%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 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 16=797/044 (min.0-1-8),11=79710-2-12 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ,TON10 TOP CHORD 2-3=-2664/0,34=-2664/0,45=-3503/0,5-6=3503/0,6-7=-2556/0,7-8=-2556/0.8-9=-2556/0 BOT CHORD 15.16=0/1564,1415=0/3297,13-14=0/3200,12-13=0/2556,11-12=0/1 731 0 WASI�j� WEBS 7-13=0/349,8-12=-534/0,2-16=-1715/0,2-15=0/1206,415=695/0,6-14=-7/395,9-11=-1869/0,9-12=0/1118, �J <{ ►C 6-13=-853/040 NOTES — N 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)11. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �rA 4963�9�q 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 310d(0.131"X 3")nails. Strongbacks to 0; be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard SS,I�IVAL�G 101 E 9 `90 87022P tet' CV OR GON 9- E -\" �4 OS A. HS EXPIRES:06/30/2015 April 22,2014 Q WAJ W.%-yenly design pardme era and READ W 7ES CN TH.S AK lVaIXED NITEY REFERENCE A4W MIT 7473 reg,1/25/20109PUUM Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual buldkV component. . Applicability of design parameters and proper incorporation of component is responsblity 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 B the responsibillity of the erector.Additional permanent bracing of the overall shucture is the responsblity of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing.consult ANSVTP11 QuaMy CrBeda,DSB-89 and BCSI BuMng Compoomf 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 1f 5authern Psrse(SP)tumbet is specified,the design xntues westtsase effective 06101/2013 byA15C Job Truss Truss Type Qly jPIy15A 841832519 PL14-89_UP F74 Floor 8 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 132014 MiTek Industries,Inc. Mon Apr 2115:39:04 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1UY-cOxu3VPNYbdo2_B1xLspxbpv4peR_UOn6GbHH8zOQTr 2-" 1-10-1 1-2-0 2-5-3 Scale=1:21.0 1.5x3 13x4= 1.5x3 I I 3x4= 1.5x3 II 1.5x3 I 1 2 3 4 5 8 3x4= 7 0 N 1 11 10 9 3x4= 3x5= 3x4= 1.5x3 II 3x4= 11:2112-0-12 12-0-12 i &2-9 IM 0-7-0 2-8-3 Plate Offsets(X.Y): 16:0-1-8.Edae1.110:0-1-8.Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.1410-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.21 10-11 >670 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12DO7 (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 puriins, 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 (Ib/size) 12=525/0-2-8 (min.0-1-8),8=52510-1-12 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TQNIO p� TOP CHORD 2-3=-1397/0,3-4=1397/0,4-5=-1183/0,5-6=-1183/0 BOT CHORD 11-12=0/887,1D-11=0/1518,9-10=0/1183,8-9=0/1183I�p4 WASIc WEBS 2-12=994/0,2-11=0/571,4-10=-44313,6-8=-1277/0 011 NOTES 00to 1)Unbalanced floor live loads have been considered for this design. — N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. 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 be attached to walls at their outer ends or restrained by other means. +Q X96394' 00�, �CIST�� l` LOAD CASE(S) Standard 4'S��NAL1G IR GIN I NFq 191, 870 2PE N y �Aj OREGO 'ER OS A. HER�P EXPIRES:06/30/2015 April 22,2014 QIR&ANIM3-Ver.'t/design;aramemrs and READKIESCNINISAWIM1ttl•FDWI7FKREFE NI7AAGFMI77473res1/29/2628offoEtm Design valid for use only with MTek connectors.This design's based onty upon parameters shown,and is fon an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown . is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respomibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delwery,erection and bracing,consult ANSI/RIl Quality Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandra,VA 22314. Citrus Heights,CA,95810 n Sault a Pine ISD)kxrJ r is sp-ified,the deMgn vMuas at'a tliosa a4factiva 06101/2013 by At5C Job Truss Truss Type Qty Ply 5A 841832520 PL1489 uP FG1 FLOOR GIRDER 1 1 Job Reference(optdonah Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 Wei,Industries,Inc.Mon Apr 21 15:39:08 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-YP3fTBRd4CtWHIKP2mvHOW KrdQGRS_4Za40M1 zOQTp 1-412 1-4-0 1 1.5x3 I 2 3x4= 3 1.5x3 II Scale=1:8.7 0 N 5 4 3x4 = 3x4 = 2-11 2-11-1-1'2 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 11defl LJd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) 0.00 5 — 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:15 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 OF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 4=253/Mechanical,5=249/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-309/0,2-5=-304/0 ,�TONIO NOTES C$) �Tf WASp� 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 r� _ �� N be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)168 Ib down at 1-5-2 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)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) Standard1 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00SSrdNAL Uniform Loads(plf) Vert:4-5=-10,1-3=100 Concentrated Loads(lb) Vert:2=-1 88(F) ED PRor �NGI N-PF9 /02 4z 87022P 9{' N OR G �, O1U ,pc �MBE4� A. H'E��P EXPIRES:06/30/2015 April 22,2014 0FfA!{ DC Vedffdesign pasamewn;and READWYES CNTHIS AM-RrCtLSEDNI'TEKREFERFIa IIAGE MIT J4T3rnx1/251"10WNW WE 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 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/TPII Quality Criteria,DSB-89 and BCSI Buiding Component 7777 Greenback Lane,Suite 109 Solely Informa8on available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95810 If Stwd,pine fSp)lumber is sru A*d,the design wku are ttw&effective 06/01/2013 by AtS,C Job Truss Truss Type Qty Ply 5A 841832521 PL14-89 UP FG Floor Girder 2 1 Job Reference(optional) Pacific Lumber b Truss Co., Lake Oswego,Oregon 7.5 10 s Jan 13 2014 MiTek Industries,Inc. Mon Apr 21 15:39:05 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszXt UY-4CVHGrQ?JvIfgBIDV202TpL6KD22izQxKwlrgbzOQTq i 1S0 I 1-510 i 1-2-0 I 1-414 2-6-0 I Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1,5x3 II 1 23x4= 11 3 4 53x4 — 6 0 N 11C 9 6 3x4= 3x4= 3x4= 3x4= 12-10 I 3-110 4 -10 8-GB 3-2-10 0.7-0 0.7-0 41-14 Plate Offsets(X.Y): [8:0-1-8.Edoe1.[9:0.11-8.Edae1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.04 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:39 Ib 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 (Ib/size) 10=497/0-2-12 (min.0-1-8),7=41210-2-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TONIO TOP CHORD 2-11=-926/0,3-11=-926/0,3-4=-926/0,4-5=-926/0 BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 0 ��WASI�j�� WEBS 2-10=804/0,2-9=0/327,5-7=-833/0,5-8=0/303 NOTES co to N 1)Unbalanced floor live loads have been considered for this design. — 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. 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 be attached to walls at their outer ends or restrained by other means. fid(' ��G'15T 49639 9 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)233 Ib down at 2-2-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. ��S�NALE�G 6)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 �Q PROF Ss Uniform Loads(pit) �` F Vert:7-1 0=-8,1-6=-80 �Gj NGIN-P /O Concentrated Loads(lb) �' 9 Vert:11=-169(B) �' 87022PE N �CV OREGO 'AC 'yBER N OS A. HER�P EXPIRES:06/30/2015 April 22,2014 0&W,% de0j.Pam.M.awd READ NOTES CN THIS AM MLXED NITEKREFEREKEE PAGE MIT 7473 rnt 1/2512I181?-Zkt£tr;S£ 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 responsibillity,of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIt Quality Criteria,DSA-89 and SCSI 6uildng Component 7777 Greenback Lane,Suite 109 Solely IMonnoflon available from Truss Rate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 K Seutbem W9 ISP)1u bit is spex.ifled.rhe desivn values wa diose eiltocwe 06/01/2013 by ALSC Symbols Numbering System 0 General Safety Notes PLATE LOCATION AND ORIENTATION rk- s " Center plate on joint unless x,y 1 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. I i Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal orX-bracin TOP CHORDS 9 9,is always required. See BCSI. 1 rc1-2 C2-32. Truss bracing must be designed by an engineer.For 0'/16r AC4 wide truss spacing,individual lateral braces themselves 0 WEBS may require bracing,or alternative Tor I O ,� �0 CL U 3 ��4 3MO 3. Never exceed the design loading shown and never C) U stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate 7-8 designer,erection supervisor,property owner and plates 0-'4d' 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. connectorlates. THE LEFT. p 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 width measured perpendicular ESR-131 1,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 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 by symbol shown and/or SYP represents values as published specified. by AWC in the 2005/2012 NDS by text in the bracing section of the 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, 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 prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. d9 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone Is not sufficient. DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with MiTek Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.01/29/2013