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Plans (34) v.ST 2D7 - 0O2i ez3, 2 53 sw iv.12....z. fA: Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page I of 1 Document ID:1 W0W7175Z0518085603 Truss Fabricator: Truss Components of Oregon Job Identification: 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR Model Code: IRC Truss Criteria: IRC2012/TPI-2007(STD) o PRO Engineering Software: Alpine proprietary truss analysis software. Version 18.01. ASL.,- - -- ��'sN Truss Design Loads: Roof - 42 PSF @ 1.15 Duration ''mac GINE- /O Floor - N/A A. v' 83294PE�� 'L Wind - 120 MPH (ASCE 7-10-Closed) _it. 000,00',�., ...-_� ..:.-... Notes: ' 1. Deternination as to the suitability of these truss conponents for the OREGON structure is the responsibility of the building designer/engineer of _ $ CY14,2© A. record, as defined in ANSI/TPI 1. �s 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 en Tar` RI l .,'rF1+2o-18 Details: BRCLBSUB-HIPFRANE-12015EC1-GBLLETIN-GABRSTIO- 05/18/20Submitted by RTT 08:53:43 05-18-2017 Reviewer: RTT $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date # Ref Description Drawing# Date 1 31227--A 17138005 05/18/17 39 31265--H2 17137058 05/17/17 77 31303--SJ6 17137096 05/17/17 2 31228--Al 17138006 05/18/17 40 31266--J 17137065 05/17/17 78 31304--SJ7 17137095 05/17/17 3 31229--A2 17138007 05/18/17 41 31267--J1 17137064 05/17/17 79 31305--SJ8 17137054 05/17/17 4 31230--A3 17137044 05/17/17 42 31268--X 17137067 05/17/17 80 31306--SJ9 17137090 05/17/17 5 31231--A4 17137051 05/17/17 43 31269--X1 17137102 05/17/17 81 31307--SJ9A 17137060 05/17/17 6 31232--B 17137037 05/17/17 44 31270--X1A 17137071 05/17/17 82 31308--HR1 17138016 05/18/17 7 31233--81 17137046 05/17/17 45 31271--X2 17137075 05/17/17 83 31309--HR2 17137038 05/17/17 8 31234--B2 17137086 05/17/17 46 31272--X3 17137099 05/17/17 84 31310--HR3 17137078 05/17/17 9 31235--B3 17137031 05/17/17 47 31273--X4 17137087 05/17/17 85 31311--HR4 17137103 05/17/17 10 31236--C 17137043 05/17/17 48 31274--X5 17137089 05/17/17 86 31312--HR5 17137093 05/17/17 11 31237--C1 17137034 05/17/17 49 31275--X6 17137088 05/17/17 87 31313--HR6 17137076 05/17/17 12 31238--C2 17137042 05/17/17 50 31276--X7 17138008 05/18/17 13 31239--C3 17137059 05/17/17 51 31277--X8 17137055 05/17/17 14 31240--C4 17137066 05/17/17 52 31278--CG 17138009 05/18/17 15 31241--05 17137045 05/17/17 53 31279--CJ1 17138010 05/18/17 16 31242--D 17137050 05/17/17 54 31280--CJ2 17138011 05/18/17 17 31243--D1 17137052 05/17/17 55 31281--CJ3 17138012 05/18/17 18 31244--D2 17137053 05/17/17 56 31282--0J4 17138013 05/18/17 19 31245--D3 17137062 05/17/17 57 31283--CJ5 17138014 05/18/17 20 31246--D4 17137048 05/17/17 58 31284--EJ1 17138015 05/18/17 21 31247--D5 17137049 05/17/17 59 31285--EJ2 17137094 05/17/17 22 31248--D6 17137069 05/17/17 ' 60 31286--EJ3 17137083 05/17/17 23 31249--07 17137035 05/17/17 61 31287--EJ4 17137041 05/17/17 24 31250--D8 17137070 05/17/17 62 31288--EJ5 17137036 05/17/17 25 31251--E 17137061 05/17/17 63 31289--EJ6 17137080 05/17/17 26 31252--E1 17137082 05/17/17 64 31290--EJ7 17137104 05/17/17 27 31253--E2 17137073 05/17/17 65 31291--EJ8 17137101 05/17/17 28 31254--FG1 17137077 05/17/17 66 31292--EJ9 17137100 05/17/17 29 31255--FG2 17137085 05/17/17 67 31293--EJ10 17137057 05/17/17 30 31256--FG3 17137063 05/17/17 68 31294--EJ11 17137056 05/17/17 31 31257--FG4 17137084 05/17/17 69 31295--EJ7A 17137098 05/17/17 32 31258--FG5 17137079 05/17/17 70 31296--EJ8A 17137092 05/17/17 33 31259--G 17137072 05/17/17 71 31297--EJ9A 17137091 05/17/17 34 31260--G1 17137081 05/17/17 72 31298--SJ1 17137033 05/17/17 35 31261--G2 17137074 05/17/17 73 31299--SJ2 17137032 05/17/17 36 31262--G3 17137068 05/17/17 74 31300--SJ3 17137040 05/17/17 37 31263--H 17137047 05/17/17 75 31301--SJ4 17137039 05/17/17 38 31264--H1 17137105 05/17/17 76 31302--SJ5 17137097 05/17/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBIITTED BY TRUSS MFR. (0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - A) Top chord 2x4 DF-L. #2 :T1 2x4 DF-L #1&Bet.: Special loads Bot chord 2x6 DF-L #2 :B2 2x4 DF-L #2: :B4 2x6 HF SS: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W1, W7 2x4 DF-L #2: IC- From 68 plf at 0.00 to 68 plf at 7.92 :W8, W9 2x4 HF #2: TC- From 34 plf at 7.92 to 34 plf at 18.75 Rt Wedge 2x6 HF #2: TC- From 68 plf at 18.75 to 68 plf at 26.67 BC- From 20 plf at 0.00 to 20 plf at 2.46 (**) 1 plate(s) require special positioning. Refer to scaled plate plot BC- From 20 plf at 2.46 to 20 plf at 7.93 details for special positioning requirements. BC- From 10 plf at 7.93 to 10 plf at 16.52 120 mph wind, 22,79 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 10 plf at 16.52 to 10 plf at 26.67 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 wind BC DL=6.0 TC- 296.561 lb Conc. Load at 18.82 psf, BC- 937.91 lb Conc. Load at 7.93 psf. BC- 260.24 lb Conc. Load at 10.00,12.00,13.33,14.67 Wind loads and reactions based on MWFRS. 16.67.18.67 BC- 110.89 lb Conc. Load at 20.67 BC- 108.26 lb Conc. Load at 22.54 (a) Continuous lateral restraint equally spaced on member. BC- 106.43 lb Conc. Load at 24.67 In lieu of structural panels use purlins to brace all flat TC w 24" OC. Laterally brace bottom chord above filler with purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase factor applied per IRC-12 section 301.5. for dead load is 1.50. 5X7= 1.5X4 III 3X5= 6X6= ✓ 9 -7 9 T1 1.5X4 4X5W7 (a) •� 6-6-8 40' W9 40.1111.1".... 8 0-7-4 '2 WW1 5X7= 4X8= 1-0-0 r�m.� Ii a_ T 1.5X4111 L_ migEom 41w0-7T-4 0 9-2-10 6X12(**)(I) __ SS0514= 8X3X10 111 5X12= B4 6X8(888) 4.5'S 5-7-44-3-10 4-5-6 2-1-0 3-9-12 4-1-4 2-2-0 5-7-4 4-5-6 4-3-10 2-4-8 7-9-4 k 2-2_06i3:8 -2-Oa_- 7-11-0 _I- 10-10-0 -$ 14-0-12 -I_ _!_ 10-1-12 7-11-0 k,� 26-8-0 Over 2 Supports >1 R=2430 U=465 W=5.5" R=2454 U=465 W=5.5" $gr PROpB Design Crit: IRC2012/TPI-2007(STD) • .�'�G -_ Ss PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01 .,) G%NES �O OR/-/1/-/-/R/- Scale =.275"/Ft. Truss Components of Oregon (503)357-2118 'WARNING I• READ AND FOLLOW ALL NOTES DN THIS DRAWING! 25.0 PSF REF 87175- 31227 825 N 4t11 Ave,Cornelius OR 97113 "IMPORTANT'. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE ,�TC LL Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow r the latest edition of BCCI (Building Component Safety information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS'. Unless noted otherwise. gra -.._,. . -DL 7 0 PSF DATE 05/18/17 top chord shall have properly attached structural sheathing and bottom chord shall have a properly ra'- ~ p staly attached C D L 10.0 PSF .0%-''- rigid ceiling. Locations shown far permanent latera, each of web.:shall have bracing installed per BC51 DRW C.AusR7175 17138005 r1 T" sections B3. B>or B1o, as applicable. A 05/18/2017 rIi�I � ` r� PP Apply plates to each Face of truss and position as shown above and on A it N theJointDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. IBJ, Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �. AN ITWCOMIa4NY nstallation bracing of trusses. `qty 14 2O°� t� TOT.LD. 42.0 PSF SEQN- 244923 . A seal on this drawling or cover page listing this drawing, indicates eooeptenoe of professlonel engineering �_l1 responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the '4417. 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 sec.a. -ell Y au( DUR.FAC. 1.15 FROM I KE Sacranlcnl0,CA 95828 For more information see this job's general notes page and these web sites, ALPINE: www.alpineltw.com; TP1: www,tpinst.org;WTCA: www.sbcindustry.com, ICC; www.Iccsafe.org Renewal 6/30/2018 SPACING 24.0" J RE F- 1 W0W7 1 7 5 Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - Al) Top chord 2x4 HF #2 :T1 2x4 DF-L #2: (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #2 :B3, B4 2x4 HF #2: plot details for special positioning requirements. Webs 2x4 HF Std/Stud :W1, W5, W7 2x4 HF #2: :Rt Wedge 2x4 HF Std/Stud: 120 mph wind, 23.79 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC In lieu of structural panels use purlins to brace all flat TC @ 24" OC. DL=6.0 psf. Laterally brace bottom chord above filler with purlins at 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • 1.5X4 III 4X5= 4X5= 2 on T1 —1 9 4X8(R) 1`� 3X5 W5 W7 9 �— 8-6-8 1.5X4 III MAI NNNN'NNNNI W1 B3 3X7= 1-0-0 0-7-4 0 $ O 0-7-4 19-2-10 T 1.5X410 1.5X4 Ill B4 4X5.7----- T r 6X12(**)(I) = 6X10= 5X7= 4X5(B2)(R) III —I 5.01 2-2-0L, 45-1-5 2-3-12 4-2-8 8-3-4 4-0-12 56-6-0 _I '�_ 0-7 4-10-11 5-1-5 10-7-0 _I— 5-6-0 [ 10-7-0 2-2-0,67g..-8 14-0-12 - 10-1-12 26-8-0 Over 2 Supports R=1164 U=78 W=5.5" R=1169 U=79 W=5.5" RL=141/-141 Design Grit: I RC2012/TPI-2007(STD) 05:#PRC)F , PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .' I - le. SS,j OR/-/1/-/-/R/- Scale =.275"/Ft. Truss Components ofOregon (503)357-2118 "@IARNINGI*' READ AND FOLLOW ALL NOTES ON THIS DRAWING! 6 .` TC LL 25.0 PSF REF R7175— 31228 ••INPORTAftlT•" FURNISH THIS DRAWING TO ALL CDWTRACTDR5 INCLUDING THE INSTALLERS. 4/ 41 8 5 N 4t Ave,Cornelius OR 971 13 83294PE 9 Trusses require sof emeSCS care in fabricating,Component. SfetyI handling, at shipping. - and) for Renopract practices follow 3-_„,., -- shr g, installing g. D L 7.0 PSF the latest edition of SCSI (Building Component Safety Information, by TPI and wI'CA) for safety pracilres prior --�-: DATE 05/18/17 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless _.e • top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached {I p ryfy PSF ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC ,'.m BC DL 10.0 PSF DRW CAUSR7175 17138006 '. sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o 1 O5/1 8/20 1 7 A� LEl„ f ; the Joint Details, unless noted otherwise. Refer to drawings S60A-Z for standard positions. O 2 0 ' \v' I g plate ,liens. BC LL 0,0 PSF CA—ENG RTT/RTT 1 Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON / •drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal/axiom bracing of trusses. 74 V.- tr TOT.LD. 42.0 PSF SEQN— 244903 . A seal on this drawing or cover pegs listing this drawing, Indicates aoceptenoe of professional engineering Vey 4�`jF,� ��� responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the -�� R351 Ravi.Circle responsibility of the Building(ding Designer per ANSI/iPI 1 Seo.2. ss+ DUR.FAC 1 15 FROM I KE ti1c:rament0.0 A I5$2Ii For more Information See this st.o general hetes page and these web sites: e SPACING 24.0" J R E F— 1 WOW7 1 7 5 Z05 ALPINE:wmrv..alpineltw.com; TPI: www.tpinst.org; OVTCA: www.sbclndustry.com; ICC:www,la:safe.org Renewal 6!3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - A2) Top chord 2x4 HF #2 :T2 2x4 HF #1&Bet.: Special loads Bot chord 2x4 HF #2 :B4 2x6 DF-L SS: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF #2 TC- From 68 plf at -1.00 to 68 plf at 13.33 :W2, W3, W9, W10, W11 2x4 HF Std/Stud: TC- From 68 plf at 13.33 to 68 plf at 26.67 :Rt Wedge 2x8 DF-L #2: BC- From 5 plf at -1.00 to 5 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 2.46 120 mph wind, 24.45 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 20 plf at 2.46 to 20 plf at 16.52 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 20 plf at 16.52 to 20 plf at 26.67 DL=6.0 psf, PLB- 3218.75 lb Conc. Load at (24,63,19.26) Wind loads and reactions based on MWFRS. (a) Continuous lateral restraint equally spaced on member. Laterally brace bottom chord above filler with purlins at 4X5(R) III Bottom chord checked for 10.00 psf non-concurrent bottom chord live 24" OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep 8 increase factor for dead load is 1.50. 1111003:: 5 • 79 3X5 4X12 10-7-4 4X5 i W10 3X101 4 •` 0-7i--4 imIIIIM1 m : kiimi ' 0- 4 /' M 3X5= 4X8= 1-0-0 E1pagmnh iL� a 19-2-10 i - . 4X12- 6X8= 645X10= 3X10 III - 1-0-0 1.5X4 U-' 5.01 3X5111 8X10(B9R) I -2-2-02 2 2-02 5-3-82 5-10-8 3-2-4 4-8-74-6-11 3-4-14 2-0-7 _3' 13-4-0 _I_ 13-4-0 ..1 2-2-00' -8 14-0-12 r1_ 10-1-12 l26-8-0 Over 2 Supports > R=1462 U=156 W=5,5" R=4162 U=429 W=5,5" E0PR{ p' Design Crit: IRC2012/TPI-2007(STD) ¢ - PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1 .' . II - GM F S4e. OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)3 57-2118 ••WAINMINGI•• READ AND FOLLOW ALL MOTES ON THIS DRAWING/ -• -/...',. TC LL 25.0 P 5F REF R7175- 31229 p ••IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 4th Ave,Cornelius OR 971 13 d(/ �'` 83294PE Trusses require ditio extreme care in ngbCompo en Safety I, ormationshipping, installing and bracing. Refer to and follow /y.r� D L 7.0 PSF DATE 05/18/17 the latest edition of SCSI (Building Component Safety Information, by IFI and WTCA) for safety practices prior 1... �..,.' -- . to performing these functions. Installers shall provide temporary bracing per BCS/. Unless noted otherwise. _ -"` _ "-- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached - ;�, BC DL 10.0 PSF yDRW CAU5R7175 17138007 rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC ' .<.a"``k Il fa sections B3, 67 or 610. as applicable. Apply plates to each face of truss and position as shown above and on 05/18/2017 A LLUQ Ni'( the Joint Details, unless noted otherwise. Refer to drawings 160A-0 for standard late positions. JILT`= AI a division of ITW Building Cam g p ,OREGON BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, y Components Group Inc. shall not be responsible for any deviation from this ; drawing, any failure to build the truss in conformance with ANSUIPI 1, or for handling, shipping, AN ITWCOMPANY installation&bracing of trusses. /0 t1, C TOT.LD. 42.0 PSF SEQN- 244864 . A seal on thio drawing or cover page lifting thin drawing. Indicates acceptance of profosaionel engineering /w 'Lr 14,20 „Q/ f'� I responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the es en Tao' �+► DU R.FAC. 1 .15 FROM I K E 8351(Dlgina{Irclt responsibility or the Building Designer per ANSI/TPI 1 Seo.2. LwJ7► FROM P� Sacramento.CA 9 828 For more information see this job's general notes page and these web sites: SPACING 24.0" J RE F- 1 WOW7 1 7 5 Z05 ALPINE:www.alpineltw,com; TPI: www.tpinst,org; WTCA: www.sbclnduscry.com; ICC: www.Iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - A3 ) Top chord 2x4 HF #2 120 mph wind, 24.45 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3, W4 2x4 HF #2: DL=6.O psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5 4. r ris 7 9 3X54 3X5 / W3 10-7-4 9 r— W2 (a) (a) 3X5 r 0-7-4 2-2-12 _i- rA • 8---- I n E ='! EU �, 19-2-10 I , T 1.5X4 III 3X5= 3X5= 1.5X4 III 3X5(B2)(R) III 3X7= L1 'J 7-2-8 6-1-8 6-1-8 - 5-0-8 H--------- --7-2-8 6-1-8 I 6-1-8 I tt _ 3 5-0-8 C! 13-4-0 —L— 11-2-0 —24-6-0 Over 2 Supports >1 R=1140 U=88 W=5.5" R=1076 U=77 RL=181/-176 Design Crit: IRC2012/TPI-2007(STD) ¢V®PROP PLT TVP. Wave FT/RT=2%(090)/4(0) 16.O1 .fZ r �� OR/—/1/—/—/R/— Scale =.25 /Ft. °.11/MNINGl°°READ AND FOLLOW AMOTES ON THIS DRAWING1 8, TotN 4th Ave,Cornelius OR 97113 s Components of Oregon (503)357-2118 "IMPORTANT*,, FURNISH THIS DRAWING To A ILL CONTRACTORS INCLUDING THE INSTALLERS. Ca , kr �+Q . TC LL 25.0 PSF REF R7175— 31230 5 8329Ai'E Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow ge e the latest edition of BCSI (Building Canpone:nt Safety Information, by TPI and WTCA) for safety practices prior _ -..-�$- -� � D L 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. _ top chord shall have properly attached pe structural sheathing and bottom chord shall have a properly attached BC DL 10.0 PSF DRW CAUSR7175 17137044 rigid ceiling. Locations shows far permanent.lateral restraint of webs shall have bracing Installed per BC ,,.,.o`n'e A F1 1�...01111111111111111111111\. ii. sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 05/18/2017 EL IJ U A ' I r the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positrons. `�I■ � ' \v, I , Al rne, a division of ITN B�;Idin ��, OREGON BC LL 0.0 PSF CA—ENG JCJ/RTT p' g ponents Group Inc. shall not be responsibly Pur any deviation from this drawing, any Failure to builtl the truss in confbrraancv with ANSI/TPI 1, or Por nandliny, shipping, AN ITW COMPANY installation&bracing of trusses. �' '4e' TOT.LD. 42.0 PSF SEAN— 244047 . A seal on this drawing or cover page listing this drawing, indicates eaceptanoe of professional engineering '''CY 14,.20-20" f0 responsibility solely for the design shore,. The suitability and,me of this drawing for any structure Is the S+ . - ` DU R.FAC. 1.15 FROM I K E 8351 RovanaCircle responsibility of the Building Designer per ANSI/7Ft 1 See.2, SeAe g � !i 0 4 Sacramento. A>5&28 For more Information Sea this job's general Hetes page and these web sites: -. --- SPACING 24.0" JREF— 1WOW7175Z05 ALPINE: www.alpineltw,com: TPI: www-tpinst.org, WM,: www-sbclndustry.cwn; ICC: www,lccsafe.org Renewal 6I30i2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - A4 ) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED I i 2 Bot chord 2x6 DF-L SS :B2 2x6 DF-L #2: �i Webs 2x4 HF Std/Stud :W2, W3, W4 2x4 HF #2: Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12,00" o.c. Deflection meets L/360 live and L/240 total load. Creep increase factor Bot Chord: 1 Row @ 4.25" o.c. for dead load is 1.50. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails Special loads in each row to avoid splitting. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 68 plf at 0.00 to 68 plf at 13.33 120 mph wind, 24.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 34 plf at 13.33 to 34 plf at 24.50 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 plf at 0.00 to 10 plf at 24.50 DL=6.0 psf. BC- 120.02 lb Conc. Load at 1.00 BC- 1185.88 lb Conc. Load at 3.00 Wind loads and reactions based on MWFRS. BC- 628.59 lb Conc. Load at 5.00, 7.00, 9.00 4X5(R) III BC- 626.00 lb Conc. Load at 11.00,13.00,17.00,19.00 21.00 A 1 BC- 633.91 lb Conc. Load at 15.00,23.00 —19 3X10 W3 3X5 If 10-7-4 9F— I W2 W4 4X8�� 111 T 0-7-4 2-2-12 `J 19-2-10 ' ~+T 3X10 III B2__ 4X8= 3X7 III 5X5(B1) = 4X5::---- 5X7 k 7-2-8 6-1-8 afc 6-1-8 �_ 5-0-8 13-4-0 11-2-0 a. L- 24-6-0 _.1 R=4710 U=531 W=5.5" R=4403 U=492 ��O FS Design Crit: IRC2012/TPI-2007(STD) � PROS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01 i►d * - d oto S'` OR/-/1/-/-/R/- Scale =,25"/Ft Truss Components of Orego11 (503)357- 118 "WARNING I°O READ AWA FOLLOW ALL MOTES ON THIS DRA61ING1 �/� ••IA�ORTAFR'• FURNISH THIS DRAWING To ALL coWlRAcroRs INCLUDING THE INSTALLERS, 83294PE y TC LL 25.0 PSF REF R7175- 31231 825 N 4t Ave,Cornelius OR 97113 ��d0 Trusses require extreme caro In Fabricating, handling, shipping, installing and bracing_ Refer to and follow _ the latest edition of BCSI (Building Component Safety Information, by TPI and WiCA) for safety practices prior •rte ,:r - "-- DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. ., top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached '' :,.''_ 0411164,, rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI 05/18/2017 p ^7 BC�. DL 10.0 PSF DRW CAUSR7 1 7 5 17137051 1� Ta sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 05/1 8/2 0 1 r A[ O�E1`_ I� the Joint.Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. SC LL 0.0 PSF CA-ENG J CJ/RTT ILf• ' \v' Alpine, a division of ITW Building Components Group Inc, shall not be responsible for an deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, p AN MA,COMPANY installation&bracing of trusses. �A �,. TOT.LD. 42.0 PSF SEQN- 244132 A seal on this drawing or cover page 119n111ng this drawing. Indicates a eeptenee of profeoslonel engineering -`,y -.�Y 4,20 �e responslbillty solely for the design allow, The suitability and use of this drawing for any structure is the g eft Tart ".:►.,, DU R.FAC. 1 .15 FROM I I<E R?5I ROVaIIa CIIYIZ responsibility of the Building Designer per ANSI/TPI 1 Ssc.2. SatTamcnto,CA95828 For more information see this job's general note,page and these web sites: 3 SPACING 24.0" JREF- 1WOW7175ZD5 ALPINE:www.elpineltw.com; TPI: www.tpinst.org; WTCA: www,sbclndustr' cam; ICC: www.lccsafe.orgRenewal6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - B ) Top chord 2x4 HF #2 Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W4 2x4 HF #2: TC- From 68 plf at -1.00 to 68 plf at 7.92 TC- From 34 plf at 7.92 to 34 plf at 12.58 120 mph wind, 22.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 68 plf at 12.58 to 68 plf at 20.50 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 BC- From 5 plf at -1.00 to 5 plf at 0.00 psf. BC- From 10 plf at 0.00 to 10 plf at 12.00 BC- From 10 plf at 12.00 to 10 plf at 20.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load TC- 296.56 lb Conc. Load at 7.85,12.65 applied per IRC-12 section 301.5. BC- 106.43 lb Conc. Load at 2.00,18.50 BC- 108.26 lb Conc. Load at 4,00,16.50 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. BC- 110.89 lb Conc. Load at 6.00,14.50 BC- 260.24 lb Conc. Load at 8.00,10.00,10.50,12.50 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Wind loads and reactions based on MWFRS. 4X5(R) III 4X5(R) III t i 3X5/ 3X5 W4 # /44,11,% --] 9 6-6-8 9 0-7- -4 El MI 0-7-4 19-2- -1-- 04 1.5X4III 4X5= 4X5- 1.5X4III 5X5(B1) = 5X5(B1) 4X8 LO '›J I4-1-4 + 3-9-12 4 4-8-0--------->-4E------3-9-12 4-1-4 al L 7-11-0 4-8-0 ._J__ 7-11-0 `J I20-6-0 Over 2 Supports >1 R=1933 U=351 W=5,5" R=1856 U=331 W=5,5" Rso PROF Design Crit: IRC2012/TPI-2007(STD) ti PLT TYP. Wave FT/RT=2°x(096)/4(0) 16.01 .04 0 -- cleN p nS/cx. OR/-/1/-/-/R/- Scale =.333"/Ft. Truss Components of Oregon (503)357-2118 "•1YARNINGI"" READ AND FOLLOW ALL NOTES 010 THIS matins! O g3294PE "7" TC LL 25.0 PSF REF R7175- 31232 ••INWIORTANT•" FURNISH THIS DRA44lNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • 825 N 4t Ave,Cornelius OR 97113 7 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow , � ---�� DATE 05/17/17 the latest edition of eC51 (Building Component Safety information, by TPI and NTCA) for safety practices prior • -° ;�..' _ DL 7 0 PSF to performing these functions. Installer's shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached suructural sheathing and bottom chord shall have a properly attached s - .+>'� _ "- rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC51 05/18/2017 'a t, DL 10.0 PSF DRW CAUSR7175 17137037 sections B3. B7 or BIC, a5 applicable. Apply plates to each face of truss'and position As Shown above and on L��D I ' the Joint Details, unless noted otherwise. Ra,'er t�drawings 1160A-Z Por standard plate positions. BC LL 0.0 PSF CA-ENG J C J/RTT All IJ 1 Alpine, a division of ITW Builoiny Components Group Inc. shall not be reslwnsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, p AN ITWCOMPANY Installation.bracing of trusses. ,-(,, p4 TOT.LD. 42.0 PSF SEQN- 244058 A seal on this drawing or cover pogo Ileting this drawing, Indicates acceptance of professional engineering 4 tY 1 4,Z� �/ responsibility solely for the design shown. The suitability and use of this drawing for any structure is the � . DU R,FAC. 1 .15 FRVk41/egg I KE 8351 RoVana Circle responsibility of the Building Designer par ANSI/TPI 1 Sec.2. en Ta ' Sacramento,CA 95828 For more information see this jobs general notes page and these web sites: SPACING 24.0" JREF- 1WOW7175Z05 ALPINE:www.alpineltw.com. TPI: www.tpinst.org;CPTCA: www.sbclndustry.com; ICC: www.lcesefe.or-g Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - B1 ) Top chord 2x4 HF #2 120 mph wind, 23.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5.= /S 11. / 9 -1 osiN 1.5X411 1.5X4$ •• ,� 8-3-8 9 0-7-4 • no0-77---4 # 19-2-10 �l 3X5= 3X5= 3X5.= 3X5(62)(R) III 3X5(B2)(R) III Le11FE aJ 5-1-155-1-1 _l_ 5-1-1 _I_ 5-1-15 6-10-4 _ 6-9-7 �l' 6-10-4 L 10-3-0 J . 10-3-0 -J 20-6-0 Over 2 Supports R=971 U=67 W=5.5" R=895 U=51 RL=147/-155 Design Crit: IRC2012/TPI-2007(STD) , 401k PFi'®e`F0S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .�+� r pV n /� OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components ofOt'egon (503)357-22118 ..INARNONGIw'READ AND FOLLOW ALL NOTES ON THIS DRAWING! 7 (j C"j" r 7 TC LL 25.0 PSF 8251\14t I Ave,Cornelius OR 9711; "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (., ? THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - B2 ) Top chord 2x4 HF #2 120 mph wind, 23.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5 ! MP 7 9 1.5X4\\\ 1.5X4/// \ / 8-3-8 W2 W3 NNNNNN 0-7-4 i - 0-7-4 19-2-10 / 3X5= 3X5= 3X5= 3X5(132)(R) III 3X5(62)(R) III I1 ' ni 5-1-15 _I_ 5-1-1 _I_ 5-1-1 _i_ 5-1-15 '� 6-10-4 -I- 6-9-7 -l- 6-10-4 (! 10-3-0 _I_ 10-3-0 -J i 20-6-0 Over 2 Supports R=971 U=67 W=5.5" R=895 U=51 W=5.5" RL=147/-155 — �EO PROF Design Crit: IRC2012/TPI-2007(STD) ..<4 5�, ,, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ..4 CbAN F45.. p OR/—/1/—/—/R/— Scale =.3125"/Ft. Truss Components of Oregon (503)357-21 18 ...WARNING!•• READ AND FOLLOW ALL RTES ON THIS DRAWING! 83294PE TC LL 25.0 PSF R7175— pp ••1NPORT •• FURNISH THIS DIMING TO ALL INCLUDING THE INSTALLERS. 31234 825 N 4th Ave,Cornelius OR 971 13 Trusses require extreme cava In ngComponen handling, shipping, installing and bracing. Refer to and follow D L 7.0 PSF DATE 05/17/17 the latest edition of'ICS' (Building Component Safety Infnrmatlan, by TPI and Wf'CA) for safety practices prior I,i "ISN to performing these functions. Installers shall provide temporary bracing per BCSI, Unless noted otherwise,..,- 1, 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ;�C D L 0 0 PSF DRW CAUSR7 1 7 5 17137086 rigid belling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI a fI f1 1 sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 05/18/2017 A'I LE II N f the,Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard lutn positions. IJLII �'UI I 9 P P /BC LL 0.0 PSF CA—ENG JCJ/RTT Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ' � , AN ITCOMPANY installation&bracing of trusses. (�+'4,zooms p��. TOT.LD. 42.0 PSF SEQN- 244049 W . A semi on this drawing or cover pegs Ilatlog till.drawing. Indicates aeeeptsnee of profesalonal engineering 4S1 yV responsibility solely for the design shown. The suitability and use of this drawing for any structure is the qg T a�7 DU R,FAC. 1 .15 FROM I K E responsibility of the Building Designer per ANSI/TR! 1 Sec.2, v ve 9 P 8.351 Rovana Circle Sacramento,CA95528 For more information see this job's general notes page and these web sites: Renewal�6/3012018 SPACING 24 0 JREF— 1WOW7175Z05 ALPINE:www.alpineltw,com; TPI: www.tpinst.org; WTCA: www.sbclndustry.r_om; ICC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - B3 ) Top chord 2x4 HF #2 120 mph wind, 23.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 DF-L SS anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W3 2x4 HF #2: DL=6,0 psf. :Lt Wedge 2x8 DF-L #2::Rt Wedge 2x8 DF-L #2: Wind loads and reactions based on MWFRS. Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) (a) Continuous lateral restraint equally spaced on member. TC- From 68 plf at 0.00 to 68 plf at 10.25 TC- From 68 plf at 10.25 to 68 plf at 20.50 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- From 10 plf at 0.00 to 10 plf at 20.50 load applied per IRC-12 section 301.5. BC- 628.59 lb Conc. Load at 1.00, 3.00, 5.00 BC- 631.00 lb Conc. Load at 7.00, 9.00,13.00,15.00 Deflection meets L/360 live and L/240 total load. Creep increase 17.00 factor for dead load is 1.50. BC- 623.27 lb Conc. Load at 11.00,19.00 4X8(R) III 1 4X8 ' 4X8 44. ♦` 9 —1 9 8-3-8 AdO I. ''' lir/ 0-7-4 ' I ,� 0-7-4 _ �� �- 19-2-10 3X10 III 8X8- H0508-=--- 3X10111 6X1e(:8R) 6X10(:8R 5-5-0 4-10-0 + 4-10-0 4 5-5-0 i-- 10-3-0 10-3-0 -.1 20-6-0 Over 2 Supports R=4017 U=414 W=5.5" R=3859 U=400 W=5.5" Ep PRp fid; Design Crit: IRC2012/TPI-2007(STD) ,r\4. Ss PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01 .14 I . t3$N gyp- OR/-/1/-/-/R/- Scale =.333"/Ft. Truss Components of OTenon (503)357-2118 ..MARMINGI MO READ AND FOLLOW ALL MOTES ON THIS DRAWING! k, 83294PE I• TC LL 25.0 PSF p •� ••IWPORTANf•• FURNISH THIS DRAWING m ALL CONTRACTORS INCLUDING THE INSTALLERS. ��11 REF R7175- 31235 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow D L 7.0 PSF DATE 05/17/17 the latest edition of SCSI (8ullding Component.Safety Information, by TPI and YWCA) for safety practices prior , . ,;- `�, .! to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, _,,mr top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SC51 05/18/2017 ■C DL 10.0 PSF DRW CAUSR7175 17137031 to sections 03, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on A Lam)_N , the Joint Details, unless noted otherwise. Refer to drawings 1AOA-Z for stantlard plate position. OREGON BC LL 0.0 PSF CA-ENG J CJ/RTT iJ I Alpine, a division of ITW Suiltling Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation x bracing of crosses. `"LY 14,200'�� G pec. TOT.LD. 42.0 PSF SEQN- 244146 A moot on this drawing or cover page listing this drawing. Indicates acceptance of professional engineering 4'SFROM I K E responsibility solely for the design shown. The suitability end use of this drawing for any structure is the t � 8351�UL:1naCIfC'It responsibility of the Building Designer per ANSI/TPI 1 S2. elf Ta� DU R.FAC. 1 .1 5 Sacraments,CA 95828 For more information sea this job's general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1W0W7175Z05 ALPINE: www.alpineltw,com; TPI: www.tpinst.org; WTCA: www.shclndustry.com; ICC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - C ) Top chord 2x4 HF #2 Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 70 plf at -1.00 to 70 plf at 6.00 TC- From 70 plf at 6.00 to 70 plf at 13.00 120 mph wind, 22.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 6 plf at -1.00 to 6 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 BC- From 10 plf at 0.00 to 10 plf at 12.00 psf. BC- From 6 plf at 12.00 to 6 plf at 13.00 TC- 387.97 lb Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load BC- 106.75 lb Conc. Load at 2,00,10.00 applied per IRC-12 section 301.5. BC- 109.55 lb Conc. Load at 4.00, 8.00 BC- 257.28 lb Conc. Load at 6.00 Wind loads and reactions based on EMIWFRS, 4X5= Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. i 112 12 6-7-4 n 0--7-4 L� 0-7-4 `, 19-2-10 --f- 3X5 III � 3X5(81) = 3X5(81) Ec 6-0-0-------------+ 6-0-0 I- 12-0-0 _1 R=1093 U=160 W=5.5" R=1093 U=160 W=5.5" fig®PROP. . Design Crit: IRC2012/TPI-2007(STD) ,SEG S�` PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..4 I G N E . ,gyp OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Com onents of Oregon (503)357-2118 s.WARNIMI”REM AND FOLLOW ALL NOTES ON THIS DRAWING! V ••INPORTAPIi•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLINING THE INSTALLERS. �(/ 83294PE TC LL 25.0 PSF REF 87175- 31236 8 NI 4th Ave,Cornelius OR 971 13 w Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer to and follow 1 ,,, and WTCA)for safer DL 7.0 PSF DATE 05/17/17 the latest edition of SCSI (Building Component Safety Information, by TNI y practices prior -`~ ---'" �. to performing these functions. Installers shall provide temporary bracing per KS'. Unless noted otherwise. ,,,,o DRW top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached •C DL 10.0 PSF DR1t® CAUSR7175 17137043 rigid ceiling, locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 1 pp 1 • 1''I sections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 051 020 1 7 ,4 �011l I I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard lartea y JIILIII� `V1 I 9 P positions. 1 Alpine, a division of ITW Building Components Group Inc. shall not bo responsible for n deviation from thi=; OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Ili AN ITWCOMPANY installation&bracing of trusses. /_ b/L.14,2oo`4 � ' 'C' TOT LD. 42.0 PSF SEQN- 244061 A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineer ing �1 Oa 1/ responsibility solely for the design shawl, The suitability and use of this drawing for any structure is the .well DGR,FAC. 1 .15 FROM IKE E 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 Seo.2. Sacramento.CA 95828 For more information see this job's general notes page and these web sites: Renewal 6/30!2018 SPACING 24.0" J RE F- 1 WOW7 1 7 5 Z05 ALPINE:www.alpineltw.com, TRI: www.tpinst.org, WTCA: www.sbcindustry.com: ICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - Cl ) Top chord 2x4 HF #2 120 mph wind, 22.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III /I 12 F J 12 6-7-4 l 0-_7�-4 I_ _\ 0-iiia �-4 - 1921O ' 1.5X4 III 3X5(B2)(R) III 3X5(62)(R) III L1 ' J L1 ' J E 6-0-0 + 6-0-0 1_ 12-0-0 _I R=614 U=27 W=5.5" R=614 U=27 W=5,5r' RL=153/-153 O PROF . Design Crit: IRC2012/TPI-2007(STD) - -. SS; PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .1* S A.43tN . - ''a OR/-/1/-/-/R/- Sca I e =.375"/Ft. Truss Components (503)357-2118 °•WARNING1"•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI , p u "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ((/a, 83294PE TC L L 25.0 PSF REF R7175- 31237 825 N 4th Ave,Cornelius OR 97l 13 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow I.L.rrr4f,n, •`t DL 7.0 PSF DATE 05/17/17 the latest edition of BCSI (Building Component.Safety Information, by TPI end WfCA) for safety practices prior lJ to performing these functions. installers shall provide temporary bracing per BCSI. Unless noted otherwise, ,e:..a,», .. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached(` DL 1D.D PSF DRW CAUSR7175 17137034 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI 05/18/2017 � 1p �I ,4C v fA sections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 05/1 8/20 1/q� All ILS —NE the Joint Details, unless noted otherwise. Refer to drawings 160A•Z for standard plate positions. OREGON EGO N /�"�■ BC LL 0.0 PSF CA-ENG JCJ/RTT Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ��, AN ITWCOMPANY installation&bracing of trusses. drawing, --1/LY 14 2000 ,e TOT.LD. 42.0 PSF SEQN- 244035 A mai responsibility soleln this yor cover forthe design slhwn'.. Thensuitabilitynendeuse of this drawinence of g fa ccany Iccetrucengineering esis1lthe �111l� �_ y, ft3�1 Roma Circle responsibility of the Building Designer per ANSI/TPI I Ssc.2. all Tart ,, DU R.FAC. 1 .15 FROM I K E Sacramento.CA95928 For more information see this Job's general notes page and these web sites: Renewal 6/3012Q1$ SPACING 24.0" JREF- 1WOW7175ZD5 ALPINE:www.slpine itw.com; TRI: www,tpinst.or-g; WiCA: www.sbcindustry.com; ICC: www.lcr_safe.arg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - C2 ) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQU I RED 1 z t Bot chord 2x6 DF-L #2 Webs 2x4 HF Std/Stud Nail Schedule:0.131"x3", min, nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 1 Row @ 3.50" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 70 plf at 0.00 to 70 plf at 6.00 Use equal spacing between rows and stagger nails TC- From 70 plf at 6.00 to 70 plf at 12.00 in each row to avoid splitting. BC- From 10 plf at 0.00 to 10 plf at 12.00 BC- 894.98 lb Conc. Load at 2.00, 4.00, 6.00, 8.00 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 10.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC 4X5(R) III DL=6.0 psf. Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 ---]12 12 3X5 4 3X5' 4 6-7-4 If \ b 0-7-4 0-7-4 3X5 III 4X8 3X5 III 4 # 19-2-10 ' 3X5(81) 3X5(81)T 3-0-84c 2-11-8 ›-c 2-11-8 3-0-8 L_ 6-0-0 —L— 6-0-0 ..i 12-0-0 Over 2 Supports >1 R=2716 U=206 W=5.5" R=2716 U=206 W=5.5" o PRo Design Crit: IRC2012/TPI-2007(STD) �G�''� ��S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .' •••it, 6N =.4375"/Ft. � ,�, � OR/-/1/-/-/R/- Scale e Truss Components of Oregon (503)357 2118 °•11ARNING I*"READ ANO FOLLOW ALL NOTES ON TNIS DRAWING k/ pp ..IMPORTANT., FURNISH THIS DRAWING TO ALL CDNTRAC ORS INCLUDING THE INSTALLERS. 1(/ ; 83294PE p.TC LL 25.0 PSF REF R7175- 31238 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow --- olloww•. _�. the latest edition of BCSI (Building Component Safety Information, by TPI and MBCA) for safety practices priorLe rr+^"" _,..- - - DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, - top chord shall have properly attached structural sheathing and bottom chord stall have a properly attached :�C DL '10.0 PSF DRW CAUSR7175 17137042 rigid ceiling, locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI }}p /l `�� LJ Ta sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on O�/+8/20 17 A LP N I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON O 1 BC LL 0.0 PSF CA-ENG JCJ/RTT I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPAW( Ifl,tallation&bracing of trusses. `1.0. a Zoom : TOT.LD. 42.0 PSF SEQN- 244064 A seal on this drawing or cover page listing this drawing. Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the 8.351 Rovana Circle responsibility of the Building Designer per ANSI/TP1 1 Sea.2. 'Sell Ta s DUR.FAC. 1.15 FROM IKE Sycranicntp,CA 95828 For more information se. thisjob's general note:.,page and these web sites: ALPINE: www,alpineltw,eom; TPI: pInst erg; MITCA:www.sbcindustry.c m, ICC: www,lccsafe.org Renewal 6r30/2018 SPACING 24.0" J RE F- 1 WOW7 1 7 5 Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - C3 ) Top chord 2x4 HF #2 120 mph wind, 22.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III i 4116 12 6-7-4 12 0-7-4qT _ [ _ 0-7-4 # 19-2-10 , igE -I- 1.5X4 Ill 3X5(82)(R) III 3X5(82)(R) III 6-0-0 >1 6-0-0 >1 i-- 12-0-0 -J R=618 U=28 W=5.5" R=535 U=15 W=5.5" RL=128/-140 � E®PROF Design Crit: IRC2012/TPI-2007(STD) SS, PLT TYP. Wave FT/RT=2°6(096)/4(0) 16.01 .t.* .1!,O�N� ' OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 •"WARMING]'• READ AND FOLLOW ALL NOTES ON THIS DRAWING] 41 � �' "IMPORTANT". FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. ((' 83294PE �TC LL 25.0 PSF REF R7175- 31239 825 N 4t Ave,Cornelius OR 97113 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCS] (Building Component Safety Information, by TPI and PTCA) for safety practices prior '. to performing these functions. Installers shall provide temporary bracing per BCS]. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached - ',. 7 DATE�� 0 17 rigid ceiling. Locations shown for permanent lateral restraint of webs shall hove bracing installed per SCSI / 18p //�� ^1 liC DL 10.0 PSF DRW CAUSR7175 17137059 i[[Tii Tm sections 83, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 05/1.820 l{ ,4�L=1 I . the Joint Details, unless noted otherwise. Refer to drawings 760A-Z For standard J c g plate nyG positions. BC LL 0.0 PSF CA-ENG JCJ/RTT 1 Alpine, a division of I7N Building Components Group Inc. shall not he responsible for any deviation From this OREGON drawing, any failure to build the truss in conformance with ANSI/Tpl 1, or For Handling, shipping, yy, oar,, TOT.LD. 42.0 PSF SEQN- ITWCOMPANY installation&bracing of trusses. �4fLY''14 �4 SEQN— 243985 A seal on thlm drawing or cover page!listing this draping, indicates acceptance of professional engineering `.� - l ,rl� `-' IY G `, -'J responsibility solely for the design shown. The suitability and use of this draping for any structure is the y �� {1 s3sl Ro�.tna Circle responsibility of the Building Designer par ANSI/TPI 1 Seo.2. S en q► DU R.FAC. 1 .15 FROM I K E Sacramento.CA 95328 For more information see this job's general note web sites: - p p .1 g, page and these Renewal 6/3012018 SPACING 24.0x" J RE F- 1 WOW717 5205 ALPINE:www.el Ineltw.com; 'TPI: wvnx.t Inst,or pTf.A:vmw.sbc lndu st ry.com; ICC: wunv.fu�safe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - C4 ) Topchord 2x4 HF #2 1 2 t Bot chord 2x6 DF-L #2 2 COMPLETE TRUSSES REQU I RED Webs 2x4 HF Std/Stud :W6 2x4 HF #2: Nail Schedule:0.131"x3", min. nails :W9 2x4 DF-L Std/Stud: Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.50" o.c. Deflection meets L/360 live and L/240 total load. Creep increase factor Webs : 1 Row @ 4" o.c, for dead load is 1.50. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg. Located TC- From 70 plf at 0.00 to 70 plf at. 6.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 TC- From 70 plf at 6,00 to 70 plf at 8.82 psf. TC- From 70 plf at 8.82 to 70 plf at 12.06 TC- From 35 plf at 12.06 to 35 plf at 16.70 Wind loads and reactions based on MFRS. TC- From 35 plf at 16.70 to 35 plf at 18.94 BC- From 20 plf at 0.00 to 20 plf at 12.06 In lieu of structural panels use purlins to brace all flat IC @ 24" OC. BC- From 10 plf at 12.06 to 10 plf at 18.94 BC- 141.36 lb Conc. Load at 12.06,16.06,18.06 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load BC- 4544,38 lb Conc. Load at 14.13 applied per IRC-12 section 301.5. BC- 1076.10 lb Conc. Load at 15.00,17.00 4X5.--'1--- .406, / E1 112 4X5(SRS)(R) /// 5X5(R) III 4X8= \ 1,5X4 ill 12 0 M 6-7-4 \II: 5X5(R) W6 W9 / _ — 1-6-8 0-7-4 rt 19-2-10 \`J 3X5= H0312(R) ii 4X5= 3X7 III 2X4(81)= 6X8EE 11-6-8— >lc 7-4-12 >1 c 6-0-0 2-9-14 _l. 2-9-6 >I� 2-5-11 2-7-7 2-2-14 a 6-0-0 5-7-4 2-5-11 2-7-7 2-2-14 Lr- 6-0-0 _J_ 2-9-14 J, 7-10-8 _L-2-2-14 -J I< --18-11-4 Over 3 Supports R=454 U=39 W=5.5" R=4866 U=523 W=5.5" R=3219 U=341 Design Crit: I RC2012/TPI-2007(STD) . aLe°PRCt PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. r i s 8-t . OR/-/1/-/-/R/- Scale =.333"/Ft. Truss Components of Oregon (503)357-2118 •*WARNING!** READ AND FOLLOW ALL.NOTES ON THIS DRAWING! r 825 NT 4th Ave,Cornelius OR 97113 "IMPORTANT#4 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �0 83294PE 1 �(�y TC LL 25.0 PSF REF R7175- 31240 Trusses require extreme caro in fabricating, SfetyI handling, shipping, installing d and bracing. Refer to and follow L t. 1 cH-Ks D L 7.0 PSF 05/17/17 the latest edition of CleS (Building Component Safety Information, by TPI and wTCA) for safety practices prior _ BC lJ DATE ill. � to performing these functions. Installers snail provide temporary bracing per BC51. Unless noted otherwise. - 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shalt have bracing Installed per ec"- `n,r.. DL 10.0 PSF DRW CAUSR7175 17137066 r. �O� sections 83, B7 or 70, as applicable. Apply plates to each fate of'truss and position as shown above and an 0511 8/2 0 1 [� (� i!!LI'1== NE the Joint Details, unless noted otherwise. Refer to drawings 160A-Z For standard plate positions. ) BC L L V.0 PSF CA-ENG J CJ/RTT Alpine, a division of I7W Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, TOT.LD. 42.0 PSF AN ITWCOMPIANY installation&bracing of trusses. � • • y4 , .,� SEQN- 244179 . A semi on thio drawing or cover pogo'listing thio drawing, Indicate.000optenow of profoowlonel engineering i/ty 1.4,-1-01-. ..._... _ responsibility solely for the design shown. The suitability and sae of this drawing for any structure Is the ;� --- -- FROIVE IKE 8351 RUvana Circle responsibility of the Building Designer per ANSI/TPI 1 Sso.2. ea ell �� D�R.FAC. 1.15 Sac:ranlcnlo.0 A 95328 For more information see this job's general notes page and these web sites: NUI SPACING 24.0" J R E F- 1 W0W7 1 7 5 Z05 ALPINE:www.alpineltw.com; TPI: www.tpinst.org; WTCA:www-sbcindustry-corn; ICC: www.lccsafe.org R,..., oI ALLnon1R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - C5 ) Top chord 2x4 HF #2 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W4 2x4 HF #2: DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5 12 4X8 3X5= — r :I: 12 6-7-4 W4,,,,27/ / 4-10-13 /// 0-7-4 II 1 11 -- 111,)] e, 19-2-10 / a 3X5(62)(R) Ill 3X5= 3X5= 1.5X4 III 6-5-7 6-0-0 1-6-9 �� 6-5-7 i_ 6-0-0 _j_,_ 1-6-9 `I_ 6-5-7 -.1 14-0-0 Over 2 Supports " I R=623 U=7 R=634 U=59 RL=102/-60 Design Crit: IRC2012/TPI-2007(STD) . I?�+�F S.• • PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . - d> OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-'1 18 °.iimagANG I•'READ AND FOLLOW ALL NOTES ON THIS DRAWING! /+ VIC •°IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. „ 9 .-' /Q % TC LL 25.0 PSF REF R7175- 31241 825 N 4th Ave,Cornelius OR 971 13 ((/ 83294PE Trusses require extreme cars in fabricating, handling, shipping, installing and bracing. Refer to and follow }{� C the latest edition of SCSI (Building Component Safety Information, by TVI and wITCA) for safety practices prior ff.(,. f MIi�.i...._..w,.:.. DL 7.0 PSF 05/17/17 to performing these functions. Installers,halli. DATE p ng provide temporary bracing per 6051, Unless noted otherwise. >; top chord shall have properly attached structural sheathing and bottom chord shall have a properly rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed tper rBC I^ 4,,,,, BC DL 10.0 PSF DRYS CAUSR7175 17137045 1 sections 63, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on i the Joint details, unless noted otherwise. Refer to drawin s 160A-Z for standartl late itions, 05/18/2017 ������ I 1 g p p"� �} BC LL 0.0 PSF CA-ENG JCJ/RTT 1 Apine, a division of lTLY Building Components Group .shall net by rasponslble for any daviativn from this OREGON r�/1pl drawing, any Failure to build the truss in conformance with ANSI/TPI 'I, or for handling, shipping, I.J R G VtV AN!rw COMPANY instailation 8 bracing of trusses. TOT.LD. 42.0 PSF S EQN- 244109 A seal on this drawing or cover page Ilating this drawing, Indicates acceptance of profesoienol engineering �/_ • �& 14,20 • �/ FROM responsibility solely for the design shear. The suitability and use of this dreeing for any structure is the S`� B&„_ ,�. DD f1 FAC. 1 .15 I K E responsibility of the Building Designer per ANSI/TPI 1 Sec.2. R li R351 Rovana Circle ' Sacramento,CA 95828 For more Information see this job's general nates page and these web sites: SPACING 24.0” J RE F 1 W0W7 1 7 5 Z05 ALPINE:uww.alpineltw.com; TPI: www.tpinst.org; WTCA: 'www-sbclndustry,com; ICC: www.lccsafe.org :-- — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - D ) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 70 plf at -0.75 to 70 plf at 4.45 TC- From 35 plf at 4.45 to 35 plf at 9.55 120 mph wind, 21.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 70 plf at 9.55 to 70 plf at 14.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 BC- From 6 plf at -0.75 to 6 plf at 0.00 psf. BC- From 10 plf at 0.00 to 10 plf at 14.00 TC- 247.77 lb Conc. Load at 4.43, 9.57 Wind loads and reactions based on MFRS. BC- 107.74 lb Conc. Load at 2.00,12.00 BC- 111.80 lb Conc. Load at 4.00,10.00 In lieu of structural panels use purlins to brace all flat TC @ 24" OC, BC- 251.67 lb Conc. Load at 6.00, 8.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X8= 4X5= 1 EIS 111 12 12 I 5-0-11 0-7-4 -:' 0-7-4 `� 19-2-10 3X3111 3X5EE- 4X5(B1) Ea 4X5(B1) L9' J 4-5-7 >lc 5-1-2 >ft 4-5-7 L- 14-0-0 -J R=1248 1.1=191 W=5.5" R=1186 U=176 Design Crit: I RC2012/TPI-2007(STD) iso PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ►R �f. ,.. • F . d,. OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components Of Oregon (503)357-2118 ••IYARMINGI•► READ AND FOLLOW ALL NOTES ON THIS DRAINING! (�` TC LL 25.0 PSF REF R7175- 31242 82.5 1`14th Ave,Cornelius OR 97113 "IMPORTANT.. FURNISH THIS DRAWING TO ALL coxtxAcroRs INCLUDING THE INSTALLERS. 4, $3294PE41 05/17/177 4 Trusses require extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow DATE the latest edition of BCsI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ]t� /►'a _„ DL 10.0 7.0 PSF to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted ocher se ar, ....._._ BC top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached -" rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC ,'k+ax'' DL PSF DRW CAUSR7175 17137050 to sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on ALP E the Joint Detail, unless noted otherwise. Refer to drawings 16/A-Z for standard plate positions. 05/18/201.7 BC LL 0.0 PSF CA-ENG JCJ/RTT ' Lam- ' 'V L Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON EG O N drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, TOT.LD. 4 2.0 PSF AN ITW COMPANY installation a,,bracing of trusses. 11' SEQN- 244107 . A Beal on this drawing or cover page IIoting thla drawing, Indicates ecceptence of profosolonal engineering 'I V(�r 1 4 2O . responsibility solely for the design shown. The suitability and use of this drawing for any structure 15 the Y responsibility of the Building Doalgner per ANSI/TPI 1 Sec.2. .& 4 ..� 4t,,. DU R.FAC. 1.15 FROM I K E RB I Rmami Circle / Sacramento,CA 95828 For more Information see this job's general notes page and these web sites: SPACING 24.0" J R E F- 1 WOW7 1 7 5 ZO 5 ALPINE:www.alpineltw,can; TPI: www.tpinst,org; WTCA: www,shclndustry.com; ICC: vmvw.iccsafe.org RApgwxal aranI9m• THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - D1 ) Top chord 2x4 HF #2 120 mph wind, 22.80 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4,2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) III 4X5(R) III , 4/111.11 .111k2 6-6-11 0-7-4PI M MIMI all 0-7-4 .419-2-10 3X5(B2)(R) III 1.5X4 III 3X5- 3X5(B2)(R) III 1-= 5-11-7 >fc 2-1-2— 5-11-7 Ir 14-0-0 —J R=629 U=25 R=629 U=25 RL=114/-114 $�O PRop� Design Crit: IRC2012/TPI-2007(STD) •(� SS;�. PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01 .11A-40 �Cr4 N E 0 OR/—/1/—/—/R/— Scale =.375"/Ft. Truss Components of Oregon (503)357-211K "" *'II►ARNINGt*• READ AND FOLLOWALL NOTES ON THIS DRAWING! j/J 83294PE , TC LL 25.0 PSF R7 , pp IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. :, — 31243 825 N 4t1-1 Ave,Cornelius OR 97113 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow `''�~ °" C DL 7.0 PSF DATE 05/17/17 (Building Component.Safety Information, by TPI end WTCA) for safety practices prior �'-" the latest edition of SCSI Bulldin C .- ,' .... "'� to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 7,0',..:,,,,,,----` Cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached -,= C 10.0 �` r lgld celling. Locations shown far permanent lateral restraint of webs shall have bracing Installetl per BCSI 05/18/2017 I " DL PSF DRW CAUSR 7 1 7 5 17137052 I�jf'� sections B3, 87 or BSO, as a licable. A 1 A i�lJ1 ' d N 1 to pp y plates to each face or'truss and position as shown above and on 1 (� 1 the Joint Details, unless noted otherwise. Refer to Drawings 160A-Z For standard plate pesit,on5. OREGON BC LL 0.0 PSF CA—ENG J CJ/RTT 1 Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMIa4NY installation&bracing of trusses. Ztr 14,20to C • TOT.LD. 42.0 PSF SEQN— 244105 A seal on this drawing or cover page listing this drawing, indicates eoceptancs of professional engineering - 4SS ��s,�h•11DIIR.FAC. 1.15 F R0191 I K E responsibility solely for the design shown, The suitability and use of this droving for any structure is the 101 • • l/ 8351 RovanaCirde responsibility or the Building Designer per ANSI/TPI 1 Seo,2, Sacran1Cnt0.CA 95528 For more information see this jobs general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0" J RE F— 1 WOW7 1 7 5 Z0 5 ALPINE: www.alpineltw.com; TPI: www.tpinst.org; WTCA: www.sbclndustry.com; ICC: www•lo_safe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - D2 ) Top chord 2x4 HF #2 120 mph wind, 23.32 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R1) 0 l 12 1 12 7-7-4 0-7-4j� 0-7-4 Mt " 19-2-10 3X5(B2)(R) 111 1,5X4 flf 3X5(82)(R) III lc 7-0-0 7-0-0 31 14-0-0 ,1 R=629 U=25R=629 U=25 RL=136/-136 ��DPROp Design Crit: 1RC2012/TPI-2007(STD) ,C4' `�S' =,375"/Ft. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .11.4% �� 1Ep. . O OR/-/1/-/-/R/- Scale Truss Components of Oregon (503)357-2118 •"WAININGI"' READ AND FOLLOW ALL NOTES ON THIS DRAINING! (fU TC LL 25.0 PSF .0 ••IMIACKDANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i 83294PE R7175- 3 1 24 4 8�5 N 4t�7 Ave,Cornelius OR 971 f 3 Trusses require extreme caro in fabricating, handling, shipping, installing and bracing. Refer to and follow f the latest `,. . ,. RE edition of BCSI (Building Component Safety Information, by 11,1 and WTCA) for safety practices prier _ - ,C DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. ,,_._ y,.x - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached [► /� c ��/ Oidglikk f�f1II rigid Gelling. Locations shown for permanent lateral restraint.of webs shall have bracing Installed per 8051 05/18/2017 ,I {IYC DL 10.0 PSF DRGII CAUSR7175 17137053 A 11 i sections 63. 67 or 61C, as applicable. Apply plates to each face of truss and position aas shown above and on LL11 I the Joint Details, unless noted otherwise. Refer to drawings 16OA-2 Tar standard plate positions. OREGON C LL 0.0 PSF CA-ENG J CJ/RTT 1 Alpine, a division of 17W Building Components Group Inc. shall not bo responsible for n deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or For handling, shipping, `I5 AN ITW COMPANY installation$bracing of trusses. 4NY 74,zap S EQTOT.LD. 42.0 PSF A seal on this drawing or cover page listing this drawing, indicates edoeptoneo of professional engineering �_n � N— 244111 responsibility solely for the design shown, The suitability end use of this drawing for any structure Is the ell T a t9�.' DUR.FAC. 1 .15 FROM I K E 8351 RUVana Circle responsibility of the Building Designer per ANSI/TPI 1 Soo.2. SacranIcnto.CA95828 For more information see this job's general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1WOW7175Z05 ALPINE: wvw..alpineltw.com, TP1: www.tplhst.or, WTCA: www.sbcindustry.com; ICG: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBOITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - D3 ) Top chord 2x4 HF #2 120 mph wind, 23.92 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1 2x4 HF Std/Stud: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50, 1.5X4 III 4X5 /: 1 1 1 1.5X4\\\ (a) 12 I (a) 8-7-13 8-9-11 _1_ 0-7-4 P a■ �"� + 19-2-10 3X5(B2)(R) III 3X5= 4X5 k 5-0-0 -1- 3-2-7 + 5-9-9 8-2-7 5-9-9 I.- 14-0-0 —1 R=631 R=626 U=106 RL=193/-58 � D PROP Design Crit: IRC2012/TPI-2007(STD) .<<C. • PLT TYP. Wave FT/RT=2% 0% /4 0 16.01,.EWIVE-. S ( } ( ) , �. IQ OR/-/1/-/-/R/- Scale =.3125"/Ft. •.WARAIINGI'° READ AND FOLLOW ALL ROTES ON THIS DRAWING! Truss Components of rnelmsn (503)357-._118711 "IMPORTANT.. FURNISH THIS DRAWING To ALL c 83294PE TC LL 25.0 PSF REF R7175- 31245 825 N 4t1)Ave,Cornelius OR 971 f 3 CONTRACTORS INCLUDING THE INSTALLERS. �, Trusses require extreme care in fabricating. handling, shipping, installing and bracing.Refer to and follow the latest edition of BC51 (Building Component Safety Information. by TPI and WTCA) for safety practices prior JI - 'C DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. - x ___•....-...--- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached /'1 ,flJ rigid ceiling. Locations shown for permanent lateral restraint of webs;shall have bracing Installed per BCSI 1,,h 05/18/2017 I i'iC DL 1Ci,0 PSF DRW CAUSR7175 17137062 n 7M sections B3. 87 or B1D, as applicable. Apply plates to each face of truss and A L�UI 01N11- 1 A 1 position as shown above and on � U '`VI Che Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG J CJ/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ,C► AN tTW COMPANY installation 8 bracing of trusses. 4, '.:1,,,t1,-14,10°-••°` �0� • TOT.LD. 42.0 PSF SEQN- 244124 A meal on this drawing -A or cover page t l et l rig this m drawl l lig, Indicate.l catem moe9rp'CmneO of profmms l ohm l eng l neer l rg n 1/ responsibility solely for the design sheen. The suitability end use of this drawing for any structure is the .-S ell Tack DU R.FAC. 1 .15 FROM I K E Ki51 RovitilaCircic' responsibility or the Building Designer per ANSI/TPI 1 Sec.2. - �1-r ,e Sera 11Cnta CA 95$28 For morn, information see this job's general nates page and these wen Sites: Renewal 6/30/2018 SPACING 24.0" J RE F- 1 WOIN7 1 7 5 Z05 ALPINE: www.alpineltw.r_om; TPI: www.tpinst,org; mlT"CA: www,sbclndustry.con; ICC: www.lccsafe,org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - D4 ) Top chord 2x4 HF #2 120 mph wind, 24.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1 2x4 HF Std/Stud: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5;:-., 1.5X4 III _ 11. 11111[‘11\: 7- 12 1.5X4�� • 10-1-13 10-3-11 Avii.H\s\, . 0-7-4 19-2-10 _t_ T 3X5(132)(R) II 3X5= 4X5= 5-0-0 4-8-7 4-3-9 9-8-7 4-3-9 L_____ 14-0-0 .J R=631 R=626 U=133 RL=235/-68 fieD PRoS�, Design Crit: I RC2012ITP 1-2007(STD) ,;<C• aS's PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ..//10 !0,4N�,� /p-, OR/-/1/-/-/R/- Scale =.25"/Ft. ••IIYAARNINGI•• READ AND FOLIO&ALL NOTES ON THIS DRAWING! REF R7175- 31246 Truss N4 hp Are, of Cornelius 7113 e uire extrema care in fabricating.THIS AWING n shipping, installing and bracing. Refer to and follow i(. �+r�1 E , TC LL 25.0 PSF 8�5 114th Ave,Conlzlius OR 97113 //" (Building po yby safety practices prior Q v MDL ••IMPORTANT" FURNISH THIS DRAWING TO ALL CONIAACI'DRS INCLUDING THE INSTALLERS. 83294P Trusses require g g, shl in .-..�. 7.0 PSF DATE 05/17/17 the latest edition of BC 51 Bulldln Component.Safety Information, TPI and WiCA) for i to performing these functions, Installers shall provide temporary bracing per BCS1. Unless noted otherwise. .w..,''y_, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ' rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC51 •C DL 10.0 PSF DRW CAUSR7 1 7 5 17137048 14 sections B3, B7 or B10, es applicable. Apply plates to each face of truss and position as shown above and on �5�1�/�"�� A LL 0- NE the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. '11' 'BC LL 0.0 PSF CA-ENG JCJ/RTT UAlpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this , OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ' AN ITWCOMPA.NY Installation.bracing of trusses. a •"1, 14 200 , TOT.LD. 42.0 PSF SEQN- 244122 A seal on this drew) or cover --. , -�'- 110 page listing this drawing, Indicates acceptance of professional engineering S p p .,.. responsibility solely for the design shown. The suitability and use of this drawing for any structure is the S e jC ����.. DU R.FAC. 1.15 FROM IKE 8351 Rlivana Circl responsibility or the Building Designer per ANSI/Tel 1 Sec.2. SacraBlfBlo,C A X5828 For more information see this job's general note.:page and these web sites: ALPINE:www.eiplheltw,com; TP1: www,tpinst.org; WTCA:www.sbclndu_try.com; ICC: www.lccsafe.or5 Renewal_6130/2018 SPACING 24.0" J R E F- 1 WOW7 1 7 5 Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - D5 ) Top chord 2x4 HF #2 120 mph wind, 24.79 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W2, W3 2x4 HF #2: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Wind loads and reactions based on MWFRS with additional C&C member applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 4X5 12 12 3X5 W2 Al 7- 1.5X4 - 1.5X4 10-6-8 6-5-12 0-7-4 J_ ` la * 19-2-10 _L T 3X5(B2)(R) III 3X7- 1.5X4111 5-0-0 4-11-4 4-0-12 9-11-4 4-0-12 I_ 14-0-0 -J R=623 R=634 U=68 RL=153/-120 o PROP Design Crit: IRC2012/TPI-2007(STD) .0''' 41c3' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1 .f' a CSA N F .. ID OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 •= ►iroc I-.READ AND FOLLOW ALL RTES ON THIS DRAWING! 4- i • 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT.* FURNISH THIS DRAWING To All CONTRACTORS INCLUDING THE INSTALLERS. 83294PE . TC LL 25.0 PSF REF R7175- 31247 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 44 f, -- • the latest edition of BCSI (Building Component Safety Information, by 7P1 and wlrCA) for safely practices prior ""� ._--" �i DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise. O, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached C DL 1 0.0 PSF DR! CAUSR7 1 7 5 17137049 rigid ceiling. Locations shown for permanent lateral restraint of wets shall have bracing Installed per BCSI r1 if sections 83, 87 or 810, es applicable. Apply plates to each face of truss and position as shown above and on 05/18/2017 ,4 i' t�O�— I I i the Joint Details, unless noted otherwise. Refer to drawings 160AZ Por standard pl,vte positions. �I ' `v' I Al ne, a dlVlslon of ITrr Beildin ��a OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT pi g portents Group Inc. shall not bo responsible Far any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installation&bracing of trusses. ic, `V 14 2OO 0 TOT.LD. 42.0 PSF SEQN- 244113 A meal on thio drawing or cover page tinting this drawing, Indicate.acceptance of proteselonel engineering ' ' R351 Ruvana Circle responsibility o solely��Building design shown. ANSI/TPI and use of this drawing for any structure In the 6..e«Tao DUR.FAC. 1.15 FROM IKE Saclamento.CA 95828 For more information see this jobs general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0" J R E F- 1 WOW7 1 7 5 Z05 ALPINE: www.alpineltw.com; TP1, www.tpinst.erg; WICA: www,sbclndusiry.com; ICC: wum.iccsafe,org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - D6 ) Top chord 2x4 HF #2 120 mph wind, 24.30 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W5 2x4 HF Std/Stud: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5-----'-- 4X5 12 1.5X4 III A ► / 9-6-11 W5 6-5-12 IL 0-7-4 �• 41 19-2-10 / T 3X5(82)(R) III 3X7- 4X5 L- 5-0-0 J_ 3-11-7 .,J-11-1Q L. 3-0-15 J 8-11-7 _11-11-101` 3-0-15 J l' 14-0-0 Over 2 Supports > R=631 R=626 U=67 RL=142/-100 t)PROF . Design Crit: 1RC2012/TPI-2007(STD) �• S's PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .ute ;.1, (RINE. i4 OR/-/1/-/-/R/- Scale =.275"/Ft. Truss Components of Oregon (503)357-2118 °'WARBII!NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 31248 �- - ..hoORTAar. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '` 83294PE TC LL 25.0 PSF 825 N 4t Ave,Cornelius OR 971 13 /�s ; Trusses reyu re extreme caro in fabricating, handling, shipping, installing and bracing. Refer to and follow ill latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ,ice 10-P DL 7.0 PSF DATE 05/17/17 �. to performing these function,. Installers shall provide temporary bracing per 6CS1. Unless noted otherwise. I ,.yid. + ' 1 top chord shall hove properly attached structural sheathing and bottom chord shall have a properly attached y, rigid ceiling. Locations shown for permanent lateral restraint,of webs shall hove bracing Installed per BCSI 05/18/2017 C DL 10.0 PSF DRW CAUSR7175 17137069 ,4 I�UO i sections 63. 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on • , -7,,,,--:::-.°:: ::',7.-:77.797:::::.: he Joint Detanless noted otherwise. Refer to drawings,6DA-Z far standard plate posrtinns. OREGON JBC LL 0.0 PSF CA-ENG J CJ/RTT I i Alp ne, a divn of tTW Building Components Group Inc. shall not be responsible for'any deviation from this 244115 } drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 1 SEQN- 24 4 1 1 5 AN ITN COMPANY installation&bracing of trusses. 6. `'YLY off° '' TOT.LD. 42.0 PSF A seal on this drawl ',... drawing or cover page listing this drawing, Indicates acceptance of professional engineering d1� responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the 11.. WITS011DU R.FAC. 1 .15 FROM I K E responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 83.1 Rovana Circle ..., 5aC12117Cnt0.CA 95828 For more information see this job's general notes page and tnese web Site,: Rene ...,wal 6/30/2018 SPACING 24.0" J R E F- 1 WOW7 1 7 5 205 ALPINE:www.alpineltw.com; TPI: wxw.tpinst.org; WTCA: www.sbclndustry.com; ICC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - D7 ) Top chord 2x4 HF #2 (I) - plates so marked were sized using 0% Fabrication Bot chord 2x4 HF #2 Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Webs 2x4 HF #2 :W4 2x4 HF Std/Stud: Tolerance. 120 mph wind, 23.55 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&C member anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 design. psf. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 6X6(1) -- 4X5 ,:4 21 7 12 1.5X4 III r A W48-0-11 6-5-12 0-7-4 ■■ =� 00 19-2-10 / 3X5(62)(R) (II 3X5- 4X5- Fic 7-5-7 4-11-10 13-6-1 7-5-7 6-6-9 L 14-0-0 R=631 R=626 U=69 RL=138/-71 Design Crit: I RC2012/TPI-2007(STD) ¢ED PRoF. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ..►R `sS,,.' . OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-21 I8 **IIIARNING!** READ AND FOLLOW ALL KITES ON THIS DRAWINCI '�0 FF ®�,' TC LL 25.0 PSF REF R7175- 31249 825 1J 4th Ave,Cornelius OR 97113 '*IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. . Trusses require extreme care In fabricatin handling, and bracing. Refer to and fellow 83294PE qui C 9 pt g, ng, shipping, installing 9- Ar �'' �,...Te DL 7.0 PSF 05/17/17 the latest edition of BC51 (Building Component Safety Information, by TPI and wTCA) for safety practices prior 6L. DATE � to performing these functions. Installers shall provide temporary bracing per all Unless noted otherwise. �i +. - 1 (,AUS 3 5 to chord shall have p properly attached pd structural sheathing and bottom chord shall have a properly d per k..e; BC DL 0 0 PSF DRW R7175 171370 rigid ceiling. Locations shown For permanent lateral restraint of webs shall have bracing Installed dor BCS + ""� 1i sections B3. 67 or 610, as applicable. Apply plates to each face of truss and position es shown above and on ' J 1 Che Joint 0etnils, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 05/18/2017 ��_ I , Alpine, a division of ITN Building Components Group Inc. shall net be responsible for any deviation from this BC LL 0.0 PSF CA-ENG J CJ/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, O R EV O N AN ITN COMPIANY nstallat.An bracing of trusses. , 13Vs 'g: TOT.LD, 42.0 PSF S EQN- 244117 . A seal on this drawing or carer page listing this drawing, Indic....acceptant.of professional engineering V��r1 4 201 ry, responsibility solely Far the design shown. The suitability and use of this drawing for any structure is the 40 V �q P3�/Ruvana Circle responsibility of the Building Designer per ANSI/TPI 1 Sea.2, 4s8i e i T a 4( OUR,,FA{,, 1 .1 5 FROM I KE SacranlCnto,C A 95$28 For sore information see this job's general notes page and these web sites: SPACING 24.0" J R E F- 1 WOW7 1 7 5 Z05 ALPINE: www.elpineltw,com; TP1, www.tpinst,org; IMTCA: www.sbclndustry.com; ICC: www.lcr_safe.org RwnRwAI RIql1/?ITig THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - D8 ) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: (I) - plates so marked were sized using 0% Fabrication Bot chord 2x4 HF #2 Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Webs 2x4 HF Std/Stud :W2 2x4 HF #2: Tolerance. 120 mph wind, 22.80 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS with additional C&C member anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 design. psf. In lieu of structural panels use purlins to brace all flat TC @ 24" (a) Continuous lateral restraint equally spaced on member. OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase • applied per IRC-12 section 301.5. factor for dead load is 1.50. 5x7(R)(I) III 1.5X4 III T2 (a) 12 p , 6-4-13 6-6-11 W2 0-7-4 2 0 ___A f. 19-2-10 v • 3X5(B2)(R) IIJ 1.5X4 III 4X5 I- 5-11-7 —I_ 8-0-9 ..,J L— 14-0-0 R=631 R=626 U=74 RL=134/-42 Design Crit: I RC2012/TPI-2007(STD) . Q,to FfNDA ,, PLT TYP. Wave FT/RT=29 (096)/4(0) 16.O1 .!`R T, - •• . Sbj OR/-/1/-/-/R/- Scale =.333"/Ft. • Truss Components of Oregon (503)357-2118 6°11ARMiN3I°° READ AND FOLLOW ALL NDTES ON THIS DRAWING! Gi N0 e' % TC LL 2 5.0 PSF REF R7175- 3 1 2 50 ..IMPORTANT.' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. G, 8'5 NI 4t Ave,Cornelius OR 97113 IMPORTANTn Refer to and follow 3294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing- R f V the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ,I GC ,,,i0000100'' �,, DL 7.0 PSF DATE 05/17/17 to performing these functions Installers shall provide temporary bracing per BCE!. Unless noted othery a -" ... n properly d per d �". n - , top chord shall have properly nttached structural sheathing and bottom chord shall have. pro rlgrd call Ing. Locations shown tar permanent lateral restraint of wens shall nava nracing Installed per BC'-' ,hair'� BC DL 10 0 PSF DRW CAUSR7175 17137070 � sections 03, 87 or B70, as appl'r cable. Apply plates to each face of truss and position as shown above and on A LIF:11 N I I the Joint Detail , unless noted otherwise. Refer to drawings SI0A-Z for standartl plate po_;itions 05/18/2017 BC LL 0.0 PSF CA-ENG J CJ/RTT 1 i Alpine, a division of ITW Building Components Croup Inc. shall not be responsible for any deviation from this O R EG O N drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, , AN!TW COMAANY installation.bracing of trusses. VVViii. 4: TOT.LD. 42.0 PSF SEQN- 244120 A cool on this drawing or cover pogo!Hating this drering. Indleatalr acceptance of profaoolonol engineering /,. LY 1�4 2O�., responsibility solely for the design shown. The suitability and use of this drawing for any structure is the _ .,' 0 DU R,FAC. 1 .15 FROM I K E K;51 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 Soc.2. en Tao ',acranlcato.C.A95828 Per more information see this Jobs general note,page and these web Sites: SPACING 24.0" JREF- 1W0W7175Z05 ALPINE:www,alpineltw,com; TPI: o"xw.tpinst,or-g; WTCA: www.sbclndustry.com; ICC: www,Iccsafe-erg RwnA,a al nnra n1R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - E ) Top chord 2x4 HF #2 Special loads Bot chord 2x6 DF-L #2 (Lumber Dur,Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 70 plf at -1.00 to 70 plf at 3.94 TC- From 35 plf at 3.94 to 35 plf at 5.06 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 70 plf at 5.06 to 70 plf at 7.50 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 BC- From 6 plf at -1.00 to 6 plf at 0.00 psf. BC- From 20 plf at 0.00 to 20 plf at 4.00 BC- From 10 plf at 4.00 to 10 plf at 5.00 Wind loads and reactions based on MWFRS. BC- From 20 plf at 5.00 to 20 plf at 7.50 TC- 167.89 lb Conc. Load at 3.89, 5.11 In lieu of structural panels use purlins to brace all flat TC @ 24" OC, BC- 163.84 lb Conc. Load at 4.00, 5.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Right end vertical not exposed to wind pressure. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X8= 4X5- Am�i1 1 12 3X5 4-6-8 12:44111!1 ( 2-1-4 0-7-4 li ' o. E ►� ► 1%., 11-1-2 1.5X4 III 2X4(B1) - 3X7---E- 3X5 UI l_ 3-11-4 l -1- I L- 7-6-0 -I R=675 U=88 W=5.5" R=688 U=108 W=5.5" Design Crit: I RC2012/TPI-2007(STD) d*''0 PRop- PLT TYP. Wave FT/RT=2°/(096)/4(Q) 16.01 .v'R `SS,, OR/-/1/-/-/R/- Scale =.37511/Ft. Truss Components of Oregon (503)357-2118 Oe •' ING I" READ AND FOLLOW ALL NOTES ON THIS DRAXINGI mow~ 825 N 4th.Ave,Cornelius OR 97113 IMPORTANT.. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. V 83294PE 'p �. TC LL 25.0 PSF REF R7175- 31251 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow DL 7.0 PS F DATE 05/17/17 17 the latest edition of BCs1 (Building Component Safety Information, by TPI and WTCA) for safety practices prior ,_,...0 r /+ �N �\ to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, l" " �. I�l.. 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached " (` rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS `""�W DL 10.0 PSF DRW CAUSR7175 17137061 sections 83, 87 or 610, as applicable. Apply plates to each face of truss and position a5 shown above and on (} ^� All ,Loi-h i the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions 5/1 /20 I/ LL 0.0 PSF CA-ENG J CJ/RTT / ' \tel' Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation From this OREGON drawing, any Failure to build the truss in conformance with ANSI/TF1 1, or for handling, shipping .'� TOT.LD. 42.0 P SF SEQN- 244092 AN ITW COMPANY installation&bracing of trusses. w� y� A seal on this drawing or cover page!liming this Browing, Indicated acceptance of profssalonel engineering Vj.94 �QO°j /f. , p9 1 responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the Y ' or FROM 1�r E >{3�I RuvantlCircle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. S A � a ' SPACING R.FAC. 1 .15 N� Snl'ranlenlo,C 95828 For more information see this job's general notes page and these web sites: SPACING 24.011 J R E F- 1 WOW7 1 7 5 Z05 ALPINE:www,alpineitw.com; TPI: w•ww.tpinst.org; WTCA: www.sbclndustry.com: ICC: www.lccsafe.org wp RnnnIB THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - El ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 4X5= AI t 3X5'% 5-1-4 2-1-40-7-4 '412 3X5= 3X5(B2)(R) ill 1.5X4 III l<1 ' I_ 4-6-0 3-0-0 J L- 7-6-0 _I R=420 W=5.5" R=329 W=5.5" RL=82/-88 Design Crit: I RC2012/TPI-2007(STD) QED PRQF„ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ., 0 -'- - .,� S', OR/-/1/-/-/R/- Scale =.4375“/Ft. Truss Components of Oregon (503)357-2118 '°dIARiV11MI l”READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 25.0 PSF pp ••INPORTANr" FURNISH THIS DRAWING TO ALL CONTRACTORS 1NCLLDING THE INSTALLERS. 83294PE °� REF R7175- 31252 R�5 N 4th Ave,Cornelius OR 97113 ((i DATE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow � 0 5/1 7/1 7 the latest edition of BCS! (Building Component Safety Information by TPI and WTCA) for safety practices prior v ,,,.,..,..::.,,,, DL 7.0 PSF to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. t� "•Ogglibk BC 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached - _ D L 0 0 PSF DRW CAU 5R7 1 7 5 17137082 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC" ,''',.,ix''' ALMI�nisections 83, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on 05/.18/2017 ' .� ■LM N t E the Joint Details, unless noted otherwise. Rs 160A-Z For standard plate positions. 1'LIII Al a en of ITw ed;n Gam, ponsibla for any deviation from this OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT P ponents Greushall nat ha res I,i drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, W AN ITCOMR4NY Installation&bracing of trusses. 134r TOT.LD. 42.0 PSF SEAN- 244090 . A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering , VLy 14,200, '+ /� FROM IKE 0 responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the T_t1 �d ®U R.FAI.i 1 1 5 F ROM Ifs G 8351 RDvana Circle responsibility of the Building Designer per ANSI/TPI 1 Sac.2. V S e g� 1 SaorarnCRlo,(:A J582$ For more information see this job's general notes page and these web sites, ( `SPACING 24.0" J RE F- 1 WOW7 1 7 5 Z05 ALPINE, www.aLpineltw,com; TPI: waw,tpinst.org; WTCA, www.sbcintlustry.com; ICC: www.lccsafe.org RannWai A1VnT9111R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO, -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - E2 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5 1.5X4 III rA 1 12 5-10-6 6-0-8 3X5 1 i 1-7-4 `---- --,- F IN I L. . @ 11-1-2 r / 1.5X4 III 3X5 i` 3X5(R) III I_ 4-5-4 .l_ 2-0-12 _1 L 6-6-0 _1 R=300 R=284 U=34 W=5.5" RL=71/-32 Design Crit: I RC2012/TPI-2007(STD) ��s®PROrccS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .►t� y�11 F.il. `S/® OR/—/1/—/—/R/— Scale =.4375 /Ft. Truss Com onentsofOregon (503)357-2118 ••WIARNlNGI'"READ AND FOLLOW ALL NOTES ON THIS DRAWING/ l(,. �`� 'L TC LL 25.Q PSF REF R7175- 31253 pp •• 825 N 4t13 Ave,Cornelius OR 97113 INPoarANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. G(/ 83294PE - -` Trusses require extreme caro in fabricating, handling, shipping, installing and bracing. Refer to and follow ,' y __ the latest edition of BCS/ (Building Campr>nent Ssfety Information, by 1P1 and WTCA) for safety practices prior •f - fie,,; ..,.,.-_-k . . � DL 7.0 PSF DATE 05/17/17 Ottilhb4 to performing these functions. Installers shall provide temporary bracing dei BCS/. Unless noted otherwise. i -' top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ..iv i.-'ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS/ BC DL 10.0 PSF DRW CAUSR7175 17137073 7 sections B3. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 1 05/18/2017 A 1� l I ; the Joint Details, unless noted otherwise. Refer to drawings 140A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG JCJ/RTT 1 Alpine, a division of /TNI Build,ng Components Group Inc. shall not be responsible i`or any deviation from this OREGON drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW O:WI:ANY Installation,,bracing of trusses. �, boy TOT.LD. 42.0 PSF SEQN- 244094 A seal on thIa drawing or cover page limiting this draping, Indicates acceptance or profeaatonal engineering �I -_,LY 14,2 Q1 responsibility solely for the design shown. The suitability and use of this draping for any structure Is the "•,.V K3 1 Ruvana Circle responsibility or the Building Designer par ANSI/TPI 1 Sec.2. a 1i Ta X14, Du R,FAC. 1.15 FROM IKE Sacramento,CA 95828 Far more Information see this job's general notes page and these web sites: SPACING 24.0" J RE F- 1 WOW7 1 7 5 Z0 5 ALPINE: www.alpineltw,com; TP1: www.tpinst.org; ETCA: www.sbctndestry.com; ICC: www.Iccsafe.org Renewal 613012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - FG1 ) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 4X5 AM. III 12.73 oi 12.735-6-6 1 h 0-0-4 .� 111111111111111 i � 0-0-4 2X4(D8R) i 2X4(D8R) 5-3-6 5-3-6 10-7-3 Over Continuous Support Note: All Plates Are 1 .5X4 Except As Shown, so PRO Design Crit: IRC2012/TPI-2007(STD) FC PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .rc 0. ' t-'/a OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 "Il1ARNINGI°•READ AND FOLLOW ALL NOTES ON THIS DRAWING! R7 7• ..IMPORTANT'. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •. A TC LL 8 N 4th Ave,Cornelius OR 97113 Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer to and followte _ 25.0PSF 7 - 12 REF 1 5 3 54 " .,.. DL 7.0 PSF DATE 05/17/17 the latest edlf.lon of BC 51 (Building Component Safety Information, by TPI and WiCA) for safety practices prior r ,,,.. �-��---^ BC �+ to performing these function„ Installers shall provide temporary bracing per RCS1. Unless noted otherwise, .,...,. [Jli ®� top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached .�',— DL 10.0 PSF DRO® CAUSR7175 17137077 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS! A �0` 1 sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 05 1 8�2Ili 7 J1 I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z Por standard plate positions, BC LL 0.0 PSF CA-ENG J CJ/RTT 1 Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this O R EG O N drawing, anyFailure to build Rha truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installation&bracing of tresses. 7® , o� TOT.LD. 42.0 PSF SEQN- 244177 A seal on this drawing or cover page listing this devising, Indicates acceptance of professional engineering 4,/ �Y 14,20 f responsibility solely for the design slwmn. The suitability and use of this drawing Tor any structure is the - R351 RovmlaCircI reeponeIbi l ity or the Building ldi g Designer per ANSI/TPI 1 Sec.2^ Se os Tali( 4 DUR,FAC. 1 .15 FROM IKE Sacramento.C A 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" J R E F- 1 WOW7 1 7 5 ZD5 ALPINE:www.alpineltw,com; TPI: www,tpinst^erg; WTCA: www.sbclndustry.com; ICC: www.lccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - FG2 ) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 3X5= 1.5X4 III 1.5X4 III r 12./:414111111111111111161173 2.73 { � ■� 12.73 2-4-15 0-0-4 ■ 0-0-4 _i__ 1111,A11/ I 2X4(D8R) d 2X4(D8R) 1.5X4 III 1.5X4 III L- 2-3-1 _(_ 2-3-1 _f F4-6-9 Over Continuous Support>J Design Crit: IRC2012/TPI-2007(STD) .', ' RFs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .r�f'�7, ` 1 s/.'`,., OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Orebon (503)357-21 1s ° WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 25.0 PSF REF R7175- 31255 825 N 4th Ave,Cornelius OR 97113 INPORTAIT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow / a _ the latest edition of BCSI (Building Component Safety Information, by TPI and YWCA) for safety practices prior �m.,.. _ -•� � DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers snail provide temporary bracing per SCSI. Unless noted otherwe. '. ..- p top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached s ,,,..m< BC D L 10.0 PSF rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS... DRW CAU SR 7 1 7 5 17137085 TA sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 05/18/2017 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, g Components p responsible for OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT AI e, a division of ITW Buildin Com is Grou Inc. shall not be res any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installation bracing of trusses. /� .11.1.y e �4. TOT.LD. 42.0 PSF SEQN- 244031 A eeel on this drawing err cover page listing this dreaming, Indlcetea eceeptenee of professional engineering • .Y 14,20. responsibility solely for the design spoon. The suitability end use of this drawing for any structure is the ���_ e 1 ft351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Seo.2. `s3 DU R.FAC. 1.15 FROM I K E Sacramento.CA 95828 For more Information see this job's general notes page and these web sites: --=----- n ALPINE: www.alpineltw,com; TPI: www,tpinst.org: WTCA: www.sbclndustry.com; ICC: www,lccsafe,org Renewal 6/30/2018 SPACING 24.0 J R E F- 1 WOW7 1 7 5205 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - FG3 ) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 3X5 A ` 1.5X410 UU 1.5X4111 2020 4-1-13 0-0-4 ,WN ■ ■ WNW 0-0-4 i_. iviimm 3X5(D1) 1.5X4111 3X5(D1) 1.5X4 III I_ 2-5-12 _t_ 2-5-12 _] I_4-11-12 Over Continuous Support>1 Design Crit: IRC2012/TPI-2007(STD) 09 PROF S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.o1..14 7i; OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Com onentsofOregon (503)357-'_118 ■•IYARNIAMIrr READ AND FOLLOII ALL ROTES ON THIS DRAWING! 2 TC LL 25.0 PSF Components •• •• FURNISH THIS DRAWING TD ALL CDNTRACTDRS INCLUDING THE INSTALLERS. �(✓ p REF R7175- 3 1 2 5 6 8�5 N 4th Ave,Cornelius OR 971 I3 INPORTMR $3294PE Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer to and follow Rr� D L ,0 PSF DATE 05/17/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WtCA) for safety practices prior •r..• y3_ --s to chord h these functions. Installers shall noted otherwise, ~� w 1 C{�11 performing provide temporary bracing per BCS!. Unless r,._r.� 041111111/ to chord shall have attached structural sheathing and bottom chord shall have ... p properly g a properly attached BC DL 0 0 PSF DRW SR7175 17137063 r1 Id cellln Locations shown Yar }�� g g. permanent lateral re5tralnt of webs Shall have=",:g Installed per BCS ALL'-011N LL +11 N sections 8D Details, or unless as applicable. Apply plates to each face of truss and position es shown above and on 05/1 8,'201 7 JI the Joint Details, unless noted otherwise. Refer to drawings'1BOA-2 for standard plate positions. BC LL 0.0 PSF CA-ENG JCJ/RTT 1 i Alpine, a division of ITC Building Components Group Inc. shall not be responsible for any deviation from this I �''; OREGON OPS • drawing, any failure to bui/d the truss in conformance with ANSI/TPI 1, or for handling, shipping, TOT.LD.LD. 4 2.O PSF AN ITWODNAWAY installation$bracing of trusses. . ./ ''''''.'1.1., A :-'''s SEQN- 244024 . A see)on this drawing or cover page listing thin drawing, indicate.acceptance of profensionnl engineerlrg f-Y 14,20 responsibility solely for the design shown. The suitability and use of this drawing for any stricture is the s I DU R.FAC. 1.15 F ROM I K E ?- responsibility of the Building Designer per ANSI/TPI 1 Sec.2. S,e d4�,,.. Sacramento,CA 95828 ALPINE:www For orelinf information seewutsjob's t b s general notes page and these web sites: SPACING 24.0" JREF- 1WOW7175Z05 t oven, ur e p p erg;CTCA: www,shcindustry,com; ICC: www.iocsafe,nrg Renewal 6130/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBIITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - FG4 ) -Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :M2, M3 2x4 HF #2: This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 4X5 ir- //I \ 0-6-13 11-2-1 I- 1111111 3X5/// T 0/ 1111/: O 4-4-13 ait 3X5 4E-2-7-7J 4-0-12 { 3-8-14 j 5-2-2 — 2-7-7 7-9-10 Over Continuous Support] Note: All Plates Are 1 .5X4 Except As Shown. . ~ ,,.. Design Crit: 1 RC2012/TPI-2007(STD) 0et3 PRQA:` , PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.0.1.• � 614 414, OR/-/1/-/-/R/- Scale =.25rr/Ft. Fruss Components of Oregon (503)357-21 18 •*WARNING!*• READ AND FOLLOW ALL NOTES ON THIS DRAWING! I' 4' '-'441''',-‘1.r... TC LL 25.0 PSF REF R7175- 31257 825 N 4th,Ave,Cornelius OR 97113 "IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. v aS'y�94E Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow r the latest edition of BCS! (Building Component.Safety Information by TPI and MCA) for safety practices prior /1� 1 DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary brad noted otherwise, ����""'" pr p y ng per KS!. Unless top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached .,,,,. ,;. rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS BC DL 10.0 PSF DRW CAUSR7 1 7 5 17137084 sections B3. B7 or B10, es applicable. Apply plates to each face of truss and OS/�p/?n� ,4 Li l� A ' I 1 position as shown above and o P! l/ ' '\V, the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC L L 0.0 PSF CA-ENG JG J/RTT ^-_� 1 Alpine, a division of ITtY Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation$bracing of trusses. � .' TOT.LD. 42.0 PSF SEQN- 244029 A meal on this drawing or cover page lifting this drawing, Indlcotae e000ptenoe of professional engineering ,.� ,LY 14,20,,-r _ responsibility solely for the design shown. The suitability and use of this drawing for any structure the � DU R.FAC. 1.15 FROM I K E it351 RuvanaCircle responsibility or the Building Designer per ANSI/TPI 1 sec.2. • e lnb SLIc snlento.CA 95828 For more information see this job's general notes page and these web sites: SPAG 1 NG 24.0" J RE F- 1 WOW7 1 7 5205 ALPINE:www.alpineltw.com; TPI: www.tpinst,org; WTCA: www.sbclndustry.com; ICC: wHw.Iccsafe.org Renewal 6/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR -- FG5 ) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information, 4X5 „ _ / PA' 16,97 16,97 1.5X4 III 1.5X4 III i Q 4-10-15 11 0-0-4 �! i 1 II i 0-0-4 -4-- / 2X4(D8R) i 1.5X4 III 1.5X4 III 1.5X4 III 2X4(D8R) L- 3-5-8 _I_ 3-5-8 — _1 < 6-11-6 Over Continuous Support -->1 Design Crit: I RC2012/TPI-2007(STD) ``#4s0 PRoAz.. . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ,`^U ��� . OR/-/1/-/-/R/- Scale _-.4375n,/Ft. Truss Components of Oregon (503)357-2118 •*WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! '' 4TC LL 25.0 PSF REF R7175- 312584t ICLE INSTALLERS, f ',�W83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow /. ���,r'' D L 7.0 PSF DATE 05/17/17 the latest edition of BCsI (Building Component r y I y y bracing p - noted ticerwlise, K ,II1�� e,�n�.,,.... - .._r �..a_y,P�> Safety Infnrnu,tinn, h API and WTl'.A)for safer practices for a to performing these functions. Installers shall provide temporary bracin per BCS!- Unless ((++ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,,,,-'_,,,s,•------ BC DL 10.0 PSF DRW CAUSR7175 17137079 rigid ceiling. Locations shown for permanent lateral restraint of webs.shall have bracing Installed per BCS A r1 Ta sections 83 87 or 810, as applicable, Apply plates to each face of truss and position es shown above and on 05/.18/2017 A II L _N , the Joint Details, unless noted otherwise. Refer to drawings 160A-•Z for standard�IL_--t fJ ' '_ plate ny deviate BC LL 0.0 PSF CA-ENG JCJ/RTT I Alpine, a division of I71Y Building Components Group Inc. shall not be responsible for any deviation from this - OREGON drawing, any failure t0 build the truss conformance with ANSI/TPI ,, or f© handling, shipping, 'CZTOT,LD. 42.0 PSF S EQN- 244033 AN tTWM COGI�aPIY Installation&bracing of trusses. A A coal on tbie Crossing or cover page listing this drawing, Indicate.acceptance of professional engineering i '''111.1(14,2" • 0 - — responsibility solely for the design shows. The suitability and use of this drawing for any structure Is the �� a 835!Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 Sec.z. S'1�+ • DUR.FAC. 1 .15 FROM I K E Sacramento,CA 95828 For more information see sbis job's general notes page and these web sites: • SPACING 24.0" J RE F- 1 WOW7 1 7 5 ZD5 ALPINE www,alpIneitw•com; TPI: www-tpInst.org; IaTCA:oaw.sbelndustry.com; ICC: www.lccsafe-erg Renewal 6/30/2018 THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - G ) Top chord 2x4 HF #2 Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 70 plf at -1.00 to 70 plf at 5.94 TC- From 35 plf at 5.94 to 35 plf at 10.50 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 6 plf at -1.00 to 6 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TO DL=4.2 psf, wind BC DL=6.0 BC- From 10 plf at 0.00 to 10 plf at 10.50 psf. TC- 193.98 lb Conc. Load at 5.89 BC- 106.75 lb Conc. Load at 2.00 Wind loads and reactions based on MWFRS. BC- 109.55 lb Conc. Load at 4.00 BC- 257.28 lb Conc. Load at 6.00, 8.00 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. BC- 264.33 lb Conc. Load at 10.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Right end vertical not exposed to wind pressure. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4x8- 1.5X4 III LE i 6-5-7 6-6-8 12 r- 0-7-4 c, 10-1-2 7- "' 3X5 HI 4X5(R) III 3X5(81) EE L1 '�f_ 5-11-4 _l_ 4-6-12 ,I I_ 10-6-0 .J R=881 U=78 W=5.5" R=1062 U=140 e0 PRO/c Design Crit: IRC2012/TPI-2007(STD) . '�G� W ,PRO/c-,:., PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 Pt+ !......,.,4,,,-. I,q3 tI�I 'gyp_ OR/-/1/-/-/R/- ,c-,IN Scale =.3125"/Ft. Truss Components of Oregon (503)357- 118 "WARNING READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'l REF R7175- 31259 .*IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 411 83294PE 8�5 N 4t�Ave,Cornelius OR 471 13 5.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow tha_ latest edition of SCSI (Building Compc.nrnt.Safety Information, by TPI and 1YTCA) for safety practices prior•'."'. "DL 7.0 PSF DATE 05/17/17 �. to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise. ,.z+, .,,, . top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached C DL 10,0 PSF DRW CAUSR7175 17137072 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI i '{.r ii {y {'7 1 sections B3, B7 or B10, aS applicable. Apply plates to each face of truss and position as shown above and on 05/18/2017 A UU 1 II 1 I i the Ja nt D:talls, unless noted otherwise. Refer to drawings Y6DA-Z for stontlurtl pl.ite pnv tions '.,f/�Ji■■ U �ILJII t! _V1 1 '° ` OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT Alpine, a division of ITW Bultclrng CrHnponents Group In shall not De responsible Tor any deviat on from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation&bracing of trusses. ',,,I,�y 1a 2o0' •'q TOT.LD. 42.0 PSF SEQN- 244097 A seal on this drawing or cover page listing this droving, Indicate.acceptance of profeealonol engineering _l4 i �i responsibility solely for the design sMmn. The suitability and use of this drawing for any structure is the ��Tao �O 11 H3;1 RovanA CIl It responsibility of the Building Designer per ANSI/TPI 1 Sec.2. `�e \• DU R.FAC. 1.15 FROM I K E information . .. ' �.. + Sacramento.CA more i nlseethitJbyanoral n page these web sites: ALPINE,www alpIneitw.comCfPl: tnsar ; .sba y.com; ICC: www.lccsafe.arg Renewal�/�0/20. 18 SPACING 24.0" JREF- 1WOW7175Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - G1 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1 2x4 HF Std/Stud: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1,50. 4X5= 1.5X4111 , 811111 / 1.5X4W e 8-4-6 8-6-8 12 0-7-4 : ;: _j @10-1-2 r T _ 3Xs= 3X5 3X5(B2)(R) Ill L1 '..1 Fic 4-9-0 3-2-4 I_ 2-6-12 } 4-9-0 5-9-0 Id 7-11-4 _,I_2-6-12 I 10-6-0 Over 2 Supports R=553 W=5.5" R=465 U=40 RL=147/-81 ,i,..-.-so PROA- PLT TYP. Wave Design Crit: IRT/RT 2%(0%)47(0) D) 16.01 .P�' +4k atN;F SS' OR/-/1/-/-/R/- Scale =.275"/Ft. Truss Components ofOre on 503'357-21 18 •*WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! C'1 4, 825 N 4th Ave,Cornelius OR 97113 �� p I^ ••IMPORTANT"' FURNISH 7HIS DRAWING TO ALL CDNTRACIURS INCLUDING THE INSTALLERS. 83294PE TC LL 25.0 PSF R E F R7175- 31260 Trusses require extreme care in fabricating, handling, shipping, installing and bracing" Refer to and follow INC - .,,, f1 L 7 �J P�7F PATE 0 5/1 7/ the latest edition of BC51 /Building Component Safety (nforrnatlon, by TPI and MITCA)for safety practlres prior " _ ..___" - '" to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise,,, (/'�1./(�� �` trop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,w v ��C DL 0 0 PSF DRW +CAUSR7175 17137081 rigid ceiling. to-7117.1-07"::=7i::11-,1:77= ocations shown Yor per anent late al restraint of wehs shall Nave bracing Installed per Bf.SI �■ sections 83, 87 or 870; as applicoblc.'nApply plates to each face of truss and position as shown above aM on 05/18/2017 -• .�._. ! the Joint Details, unless noted otherwise. Refer'to drawings 160A-Z for standard plate positions. OREGON �BC LL 0.0 PSF CA—ENG J CJ/RTT ,_.,�_-,_�� — ' I""-'", Alpine, a divisionof ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failue to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, o� TOT.LD. 42.0 PSF AN ITWV C WAP Y installation&bracing of trusses. 4Y 1 4,2 SEAN- 244101 A seal on this drawing or cover pogo listing this drawing, Indicates 000ept0noe of profe0slonel engineering y --- respoaib���iy solely»�i1 dingdesign��n�ANSI/TPI suitability end use of this drawing for any structure It the S'Se,I.Tart] OUR,FAC. 1.15 FROM IKE R351 R°YanaCirck: Sacramento,CA 95828 For more information see this job's general note,page and these web sites: /+ ALPINE: www.alpineltw,rom; TPI: www.tpinst.org;STCA:e ,.s bcIndustry.com; ICC: www,lccsafe,org Renewal 6/30/2018 SPACING 24.0" J R E F— 1 W0W7 1 7 5 Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - G2 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4 2x4 HF #2: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5= 7 12 AIL r milks1.5X4 III 3X5 W4 .4 10-1-4 I 9-1-4 12 0-7-4 I ' -j 1� 10-1-2 L _L T 1.5X4 III 3X7 3X5(62)(R) III L1rJ 4-9-0 >It 4-9-0 _LH (r 9-6-0 "-Dl --10-6-0 Over 2 Supports -i R=553 W=5,5" R=465 U=40 RL=158/-103 PROF Design Crit: IRC2012/TPI-2007(STD) e - SS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.0'1 ..-* •Alii calve i• OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-_118 ..timammi.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! /I1 • 825 N 4tT Ave,Cornelius OR 97113 ...IMPORTANT" FURNISH THIS DRAW1Nc Tn Au CONTRACTORS INCLUDINGnie INSTALLERS. lic 83294PE TC LL 25.0 PSF REF 87175- 31261 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow,.,....,.,, the latest edition of BCSI (6ullding Component Safety Information, by TPI and WTCA) for safety practices prior ,r."'"""'h,, .,-°- - DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, .ax a. _ ,0411111164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,"N.w rigid ceiling. Locations Shown for permanent lateral restraint of webs hail have bracing Installed per BKS! p 0 ^I /C DL 10.0 PSF DRW CAUSR7 1 7 5 17137074 1i sections 63. 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on �J�18�20 l7 ,4 '� A ' I the Joint Details unless notetl otherwise. Refer To tlrawings 160A-Z for stontlartl plate positions. OREGON EGON BC LL 0.0 PSF CA-ENG J CJ/RTT ' \�j' I Alpine, a division of ITW Building Canponents Group Inc. shall not be responsible'Pr any deviation from this ll CL7 IV drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN 11-WCOMPANYinstallation&bracing of trusses. ,,.. CY 14 20 '0 TOT.LD. 42.0 PSF SEQN- 244099 A meal on this drawing or cover page listing this drawing, Indicates acceptance of profaoolonaI engineering l� .,.... L responsibility solely for the design shown. The suitability and use of this drawing for any structure is the R3�1 Ruv�naCirclz responsibility of the Building Designer per ANSI/1P1 1 Sea.2. ell Tan DDR.FAC. 115 FROM IKE more information see this 0 9, page y cow web sites:ccsefe.org Renewal .. 5�c;1"d16C6t0.(„a yS��R For � �j b's general notes a and these .,ii ALPINE:www.al ineltw,com; TPI: www,t inst.or WTCA:www.sbcindustr wal 6/30/2018 SPACING 24.0” J R E F- 1 WOW7 1 7 5 Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - G3 ) Top chord 2x4 HF #2 120 mph wind, 15.45 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Rot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind IC DL=4.2 psf, wind BC Webs 2x4 HF #2 :W1 2x4 HF Std/Stud: DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III -7- :S 12 (— 3X54 (a) 11-1-4 W1 0-7-4 T '_ 10-1-2 _L 1.5X4 III 4X5 3X5(B2)(R) III L1 '-I 4-9-0 + 5-5-4 ` z 4-9-0 5-9-0 F- 10-6-0 Over 2 Supports R=553 W=5.5" R=465 U=75 RL=194/-101 ____ Design Crit: I RC2012/T{I %)07( D) '� �`'Si� OR/-/1/-/-/R/- Scale ..225"/Ft. PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 .R# .� !,36RP �, Truss Components of Oregon (503)357-2118 °stiAmmum P"w READ AND FOLLOW ALL NOTES ON THIS DRAWING! f 0 k, **IMPORTANT** FINISH THIS DRAWING TO AILL.CONTRACTORS INCLUDING THE INSTALLERS. £325 N�tT Ave,Cornelius OR 97l I3 IImPORTAN7 � � 83294PE R7 - Trusses require extreme care n fabricating. handling, shipping, installing and bracing. Refer-to and follow �,_,_ - 5 PSF REF 175 31262 the latest edition of 13C51 (Building Component Safety Information, by TPI and WTCA) for safety practices prior "1 �"' -:.... �"- `DL 7.0 PSF DATE 05/17/17 to performing these functions. Installer's shall provide temporary bracing per SCSI. Unless noted otherwise. ,..r;is ,+w top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SiBC ,,,�;w, IC DL 10.0 PSF DRW CAUSR7 1 7 5 17137068 „40101161�l1 1 1 sections 03. 67 or 1370, as applicable. Apply plates to each face of truss and position es shown above and on 05/18/20[7 40 ■�I O) N I � the Joint Details, unless noted otherwise. Refer to drawings'16oA-Z For standard plate posieions. I(.J' I , Alpine, a di��5ien of IlW Building Components roup Ir shall not be responsible for any r,e�;at;en from this OREGON BC LL 0.0 PSF CA-ENG J CJ/RTT drawing, any failure to build the truss conformance with ANSI/TPI 1, or for handling, shipping, in g' pp g, ''LY�a,�ao0 ''�C TOT.LD. 42.0 PSF SEQN- 244103 AN ITWCOMPANY nstallation&bracing of trusses. e A meal on this drawing or cover page listing this dreeing, Indleeteo ooceptence of profoeolonol engineering "4/ ._- responsibility solely for the design . The suitability end,.me of this drawing for any structure the �� � ,t0 QU R.FAC. 1.15 FROM I K E responsibilityof the Building Designer :r?..= R351 RDVana Ode reg 9 per ANSI/TPI 1 Sec.2. sa.Ian,cnto.CA9ss2s For more Information See .tP job'sgeneral note,page and thus ICCsi sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1WOW7175205 ALPINE:www.al Ineltw,ram; fPl: w�ww.t inst.or WTCA: www.sbclndu str THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - H ) Top chord 2x4 HF #2 :T2 2x4 HF #1&Bet. : Special loads Bot chord 2x6 DF-L SS :B2 2x6 DF-L #2: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W8 2x4 HF #2: TC- From 65 plf at -1.00 to 65 plf at 7.94 TC- From 32 plf at 7.94 to 32 plf at 21.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -1.00 to 4 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 BC- From 10 plf at 0.00 to 10 plf at 21.00 psf. TC- 358.08 lb Conc. Load at 7.89 BC- 129.93 lb Conc. Load at 2.00 Wind loads and reactions based on MWFRS. BC- 135.16 lb Conc. Load at 4.00 BC- 140.58 lb Conc. Load at 6.00 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. BC- 332.04 lb Conc. Load at 8.00,10.00,12.00,14.00 16,00,18.00,20.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X7E.--- 4X5 E5ET2 1.5X4 III 4X12 3X5 ___.------------ 4 [-- 0 W8 3-1-9 3-3-0 V 0-7-4 M� Q NI _ t]J r.� 10-1-2 1.5X4 III 4X5= 8XBEE B2 5X14-as, 3X5 III \f 3X10(61) EE 4-6-0 3-5-4 4-1-13 4-3-9 4-7-5 4-6-0 3-5-4 4-1-13 4-3-9 4-7-5 1, 7-11-4 _I_ 13-0-12 1 21-0-0 Over 2 Supports R=2046 U=35 W=5.5" R=2258 U=38 Q PRO Design Crit: IRC2012/TPI-2007(STQ) 0 ._.FFS PLT TY!". Wave FT/RT=2%(0%)/4(0) 16,01 r'R C • 4'j®, OR/-/1/-/-/R/- Scale =,333"/Ft, Truss Components of Oregon (503)357-21 18 ••WARrd9NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! ,' Z REF R7175- 31263 Components FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 47113 '•IIIPORTAIfr'• ((/� 83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCS1 (Building Component Safety Information, by TPI and WTCA) for safety practices prior ;4 .p..„l,,,�, D L 10.0 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unlesa noted otherwise, i _ r. BC top chord shall have properly attached structural sheathing and bottom chord shall have»properly attached rigid Getting. Locations shown far permanent lateral restraint of webs shall have bracing Installed per B(:. t'.., DL PSF DRW CAUSR7175 17137047 ft 1 sections 03, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on ,4 tLLJ[] I ; the Joint Details, unless noted otherwise. Refer es drawings face far standard plate positions ^ 4i 05/18/2017. BC LL 0.0 PSF CA-ENG J CJ/RTT Jful I Alpine, a division of ITW Building Canponants Croup Inc. shall not be responsibly Por any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or For handling, shipping, - AN ITWCOMRSNY installation$bracing of trusses. 'j TOT.LD. 42.0 PSF SEQN- 244079 Vi A Beal en thin Crowing or aovdr page listing thio Browing. Indlaetes eaaoptmnae oP prefaaalorlol englneertng s/,.y 14,2-lee7- /yl f'* A� 1/ ''Al eolsly fbr The design"sti, thi suitability art u/e or Ufa tlrawing for any structure i1 the �� DU R.FAC 1 .15 F ROlyl I KE R35I Ro4anaCirclt responsibility or the Building Designer per ANSI/TPI 1 Sec.2. Senn Tan I[ saGran,cnio.0 A 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" J R E F- 1 WOW7 1 7 5205 ALPINE:www.elpineltw,com; TPI: www.tpinst.org; MTCA: www.sbcindustry.com; ICC: www.lcesafe.org RanawwI R1mfmf11R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - H1 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC @ 24" OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Right end vertical not exposed to wind pressure. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5=----- 1.5X4 III 4X5= 1.5X4 111 , MEI' 4 x-- 3-9-7 3-11-0 0-7-4 IIIII LLl 1—j _0_10-1-2 - 3X5= 3X5 Ea 3X10= 3X5 III 4X8(G2) III 6-9-03-2-4 5-4-10 5-8-2 6-9-0 8-6-14 5-8-2 1_ 9-11-4 _I! 11-0-12 J 21-0-0 Over 2 Supports R=953 W=5,5" R=895 U=4 RL=60 Design Crit: I RC2012/TPI-2007(STD) op PRap:6„ PLT TYP. Wave FT/RT=2%(096)/4(0) 16.01 .'% ` `scS'j• OR/-/1/-/-/R/- Scale =.333"/Ft. Truss Components of Oregon (503)357-2118 "WA�INGI'°READ AND FOLLOW ALL NOTES ON THIS DRAWING! %. NAG OZ TC LL 25.0 PSF REF R7175- 31264 8_25 NT 4111 Ave,Cornelius OR 97113 • IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /i� ./ 832$4P1: Trusses require extreme care In fabricating, handling, shipping, "4/ '- ppi g, iysTPIling and bracing. Royer to and follow 1 y D L 7.0 PSF DATE 05/17/17 the latest otlltlon of SCSI (Building Component Safety Information, by TPI and i41'"CA) for safety practices prior '... _:.._ to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, r",_ __ top chord shall hove properly attached structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC:• ,,, BC DL 10.0 PSF DRW CAUSR7175 17137105 All ,�[I N sections BD Details, or B10unless as applicable. Apply plates to each face of truss and rd plate po shown above and on the Joint Detoils, unless noted otherwise. Refer to drawings SI160A-Z WI for standard plate positions, 05/18/2017 BC L L 0.0 PSF CA-ENG JCJ/RTT 1 Alpine, a division of ITN Building Components Group Inc. shall not be responsible for n, deviation from this OREGON R EG O pl drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, r[Cl] 1�1 AN ITW COMPANY installation&bracing of tresses. Vim . 1Z TOT.LD. 42.0 PSF SEQN- 244088 A seal on this drawing or cover pegs listing this drawing, Indicates acceptance of profeeslonsl engineering /�/� JO,14 2O., ea responsibility solely for the design shown. The suitability and use of this craving for any structure Is the S/ r 1351 RovanaCircle responsibility or the Building Designer per ANSI/TPI 1 Seo.2. OS - ,�Tao 4( DUR.FAC. 1 .15 FROM I If►E eia Sacranunio.CA95828 For more information see this job's general notes page and these web site,: SPACING 24.0" JREF- 1WOW7175Z05 ALPINE, www.elpineltw,com; TPI: wxw.tpinst.org: WTCA: www.sbclndustry.com; ICC: www.lccsafe.org Pnnawinl RINE 1 f11R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - H2 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member In lieu of structural panels use purlins to brace all flat TC @ 24" OC. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Right end vertical not exposed to wind pressure. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5-Ba 1.5X4 III 4X5E-7 1.5X4 III MI 0 4 1--- i 3-11-3 4-0-12 0-7-4 L- _ r m CI 1 3X5EE: 3X5EF 3X10 sE 3X5 III 10-1-2 ! / 4X8(G2) III Le1 'aJ l 6-9-0 4c 3-7-8 .j . 5-1-0 + 5-6-8 6-9-0 8-8-8 5-6-8 10-4-8 10-7-8 1 21-0-0 Over 2 Supports ={ R=953 W=5.5" R=895 U=4 RL=62 Design Crit: I RC2012/TPI-2007(STD) �ECt PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .►-R.0 /af' S OR/-/1/-/-/R/- Scale =.333"/Ft. °'IYARININGI" READ AND FOLIAR ALL MOTES ON THIS DRAWING! r�r ` w This;Components of Oregon (503)357-2118711 ++ FURNISH THIS DRAWING TO ALL CONIRACIDRS INCLUDING THE INSTALLERS. V /• Al . TC LL 25.0 PSF REF R7175- 31265 8?5 N 4th Ave,Cornelius OR 971 13 re extreme 1,,Y `V 83294PE 17 �` Trusses require extreme care ,n ng Component SfetI handling, shipping,Information. installing d and bracing. Refer to and follow r. DL 7.0 PSF DATE 05/17/17 the latest edition of BCSI (Building Component Safety Informetlon, by TPI and 1YTCA) for safety practices prior .,LiC� _ —.r,.._:.,-.>,;�, to performing these functions. Installers shall provide temporary bracing per BCSI, Unless noted otherwise, n , I top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 10.0 P SF DRW CAUSR71 7 5 17137058 rigid ceiling. Locations shown for permanent lateral restraint of webs shall hove bracing Installed per BC' s 1'1 Tm sect ions B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 05/18/2017 A LP]Ni- the Joint Details, unless noted otherwise. Refer to drawings 160A-Z Por standard late tions. A gs p `�`` BC LL 0.0 PSF CA-ENG JCJ/RTT Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON O N drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, V ft GV Itl AN ITW COMPANY installation&bracing of trusses. 10 Vs N� t. TQT.LD. 42.0 PSF S EQN- 244086 A seal on this drawing or cover pogo Ileting this drawing, Indleetes acceptance of professional engineering /_ �/LY 14,20`v: 0 responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the •y/ _ 8351 R0V.1113Circle responsibility of the Building Designer per ANSI/TPI 1 Baez. ''SeII.�.��� A`UR/.�FA(C�. 1.1/5� FROM IKE SaT311CBlo,CA9582R For more information see this job's general notes page and these web sites: _ ., SPACING NG 24.\J" JREF- 1WOW7175Z05 ALPINE: www.alp.neltw.com; TPI: www.tpinst,org; 1YTCA: www.sbclndustry,com; ICC: www,lcr..safe..org ... Rnnavyal want wpiR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - J ) Top chord 2x4 HF #2 120 mph wind, 21.73 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 HI r ; ;I9 _IJi 3-9-6 IIIIIIIIIIII.IIIII16.plrIl 19-2-10 r 1.5X4 111 3X5- 3"12 3"12 2-9-6 37 3-1-2 f3-4-14 Over 2 Supports R=157 R=141 U=44 RL=55 Design Crit: IRC2012/TPI-2007(STD) 0E,p PRQF�S, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . 9 611th '% OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)3 57-2118 �1PIINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! �i� p FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �C/ 4 y` TTC LL 25.0 PSF REF R7175- 31266 825 N 4th Ave,Cornelius OR 97113 IMPORTANT 83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow �,�..• the latest edition of BCSI (BuildingComponent Safety Information, b TPI and WICA) for safer ,� �./ pone^ Y Y Y practices prior to performing ha these fur er ls. ache strersuctural shall provide temporary tom ch C D L 1 O.0 PSF DRW 05/17/17 to chord shall have p Y g per BCSI. Unless noted otherwise, y�.„.:. p properly attached structural sheathing and bottom chord shall have a properly attached KS .�p:y.. Oiligilklakrigid ceiling, Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS I''• ,BC CAUSR7175 17137065 T. sections 83, 57 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 05/1812017 A 11 I 1)L -N I ' the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG J CJ/RTT Li I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. �. AN ITWCOMR,NY installation 8 bracing of trusses. "Z/ o% �` TOT.LD. 42.0 PSF SEQN- 244166 . A seal on thin drawing or cover page Meting this drawing, Indloetes ecceptnnee of professional engineering f ._CV 1 4,24.' ,0 responsibility solely for the design sheen. The suitability and use of this drawing for any structure is the 4�'' -.- ADUR,FAC. 1.15 FROM I KE R.i)I Rdv�nlCisle responnlbillty or the Building DesIgner per ANSI/TPI 1 Sec.2. 010 Tac '. Sacramento.CA 95828 For more Information see this jobs general notes page and these web sites: SPACING 24.0” JREF- 1WOW7175Z05 ALPINE:www.alpineltw.com; TP1, www.tpinst.org; WTCA: www.sbclndustry.com; ICC: www.lcr_safe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - J1 ) Top chord 2x4 HF #2 120 mph wind, 21.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Wind loads and reactions based on MFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X5 1.5X4111 9 lid 4. 1.17 / 3X5 9 �I 2-4-4 1-2-12 1:11j. V * 19-2-10 1.5X4 11f 3X5.= 3-4-14 3-4-14 L 1-6-0_I_ 1-10-14 _1 L3-4-14 Over 2 Supports` �RR`=157 R=141 U=19 RL=23 Design Crit: IRC2012/TPI-2007(STD) I? OP�C3�c ._ FS` PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . .. '616V E. S% OR/—/1/—/—/R/— Scale =.4375"/Ft. Trus;Components of Oregon (503)357-2118 **MAIMING!** READ AND FOLLOW ALL NOTE$ON THIS DRAPING! (� /A TC LL 25.0 PSF REF R7175- 31267 °°INPORTAN" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4t Ave,Cornelius OR 97113 3294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing- Refer to and follow DL 7.0 PSF DATE 05/17/17 the latest edition of BCS) (Building Component Safety Information, by TPI and WTCA) forsafety practices prior " "`4--', to performing these Functions. Installers shell provide temporary tracing per all aUnlosS noted attached otherwise, ®J top chord shall have properly n for pe structural sheathing and bottom chord shall bracing ra properly epee gc ,,,14 ,,,,::.---'''- BC DL 10.0 PSF DRW CAUSR7175 17137064 rigid calling. Locations shown for permanent lateral restraint of webs shall have bran ny installed per BG'� ru0 fa sections 03, 07 or 019, as applicable. Apply plates to each face of truss and position ns shown above and on r` 05/18/2017 the Joint Details, unless noted otherwise. Re Per to drawin s l6OA-Z far standard late itions. �— ' g P mss' BC LL 0.0 PSF CA—ENG JCJ/RTT Alpine, a tlivislon of ITW Building Components Group Inc. shall not ba responsible for any deviation From this OREGON drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMANY installation&bracing of PItrusses. 1 Ola C TOT.LD. 42.0 PSF SEQN— 244169 A seal on this dreaming or cover page lifting this drawing, Indicates acceptance of profeeolonel engineering �� ,._f.Y 14,20 ♦co responsibility solely par the design shown. The suitability and use of this drawing for any structure Is the ® DU R.FAC. 1 .15 FROM 'I/E R3�[R9vnnaCir le responsibility of the Building Designer per ANSI/TPI 1 Sec.2. eH Ta'O 1[ FROM f�C Sacramento.(A95 28 For more information See this job's general nete5 page and these web sites: SPACING 24.0" JREF— 1W0W7175Z05 ALPINE:www.alpineltw.com, TPI: www.tpinst.org;WYCA:www.sbclndustry.com; ICC. www.icr_sefe.or-g Renewal 61301201$ • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - X ) Top chord 2x4 HF #2 120 mph wind, 22.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III 12 P 11 6-6-8 b 0-7-4 I5 ■ -1-- m �� `,, 19-2-10 / 1.5X4 (II 3X5(132)(R) III Lg" J E 5-11-4 R=330 W=5.5" R=260 U=79 RL=150/-61 Design Crit: IRC2012/TPI-2007(STD) v..-so PROF, PLT TYP. Wave FT/RT=2%(036)/4(0) 16.01 ,P'► AAs 3'�,,', OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Com onents of Oregon (503')357-2118 °•WARNINGI*•READ AND FOLLOW ALL.NOTES ON THIS DRAWING! (4`.`1 HiQ 1 TC LL 25.0 PSF REF R7175- 31268 825 N 4th Ave,Cornelius OR 97113 "IwpoATANT•+ FURNISH THIS DRAWING To ALL CONTHAC'TORs INeLJR)m THE INSTALLERS, (/ $3294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow Cr 1, the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior ^--."'"y;," DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached t „� '.- �p� rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS ,-•? p BC DL 10.0 PSF DRU! CAUSR7175 17137067 � sections B3, B7 or B10, as applicable, Apply plates to each face of truss and position as shown above and on 05 .1 8/20 1 7 /� L L 0.0 PSF CA-ENG J CJ/RTT A 11_,P i1 -N the Joint Details, unless noted otherwise. Refer to drawings 160A-Z Por standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for'any deviation Prom this O R EG O N drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCDMIe4NY installation&bracing of trusses. 4,31' `''Y/ v`O TOT.LD. 42.0 PSF SEQN- 243957 • A oml on this drawing or cover pope listing this drawing, indicates acess ptanoa of professional engineering LY 14,20' - responslblllty solely for the design shorn. The suitability and use of this drawing for any structure is the R:51 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ` sell-r ,�a dDU R.FAC. 1 .15 FROM I K E Sacran,ento.CA95828 For more information see this;ob s general notes page and these web sites: SPACING 24.0" JREF- 1WOW7175Z05 ALPINE:www.alpineltw,com; TP1: wwa.tpinst.org; WTCA: www.sbclndustry.com; ICC: www.iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - X1 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III 6-6-8 12 0-7-4 �_ JI �p 10-1-2 d 1.5X4 III 3X5(82)(R) III L.1 '•›.1 [c 5-11-4 R=351 W=5.5" R=257 U=41 RL=114/-66 ;E0 PROF Design Crit: IRC2012/TPI-2007(STD) Ql. F PLT TYP. Wave { ' •-rIA eNcl-� READ AND FOLLOW ALLFoN2%{ � 4(0) 16.01 ,' . tel+ `�Sj . OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Ore on 503)357-_118 C7 ,' <� t.4"� ''.91.'. TC LL 25.0 PSF REF R7175- 31269 825 N 4th Ave,Cornelius OR 97113 ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. l,. $3Z��PE 9 • Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow b, the latest edition of SCSI (Building Component.Safety Information, by TPI and 1M7CA) for safety practices prior �•.� , ,;,.Y DL 7 0 PSF DATE 05/17/17 to performing these functions, Installers shall provide temporary bracing per BCS1. Unless noted otherwise, Aililkhk Top chord shall have properly attached structural sheathing and bottom chord shall halve a properly attached 3 rigid ceiling, locations shown for permanent lateral restraint of webs shall have bracing Installed per BC' ,''` � BC DL 10.0 PSF DRi[ CAUSR7175 17137102 ,4 �O� 11 sections B3, 67 or B10, as applicable. Apply plates to each face of truss and positionasshown above and on i 05/18/20 1 N I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. J O V B/, LL 0.0 0 PSF CA-ENG J CJ/RTT Alpine, a division of ITW Building Components Group Inc. shall not be responsible for n deviation from this OREGON R EG O N l.. drawing, any failure to build the truss in conformance with ANSI/TPI 7, or for handling, shipping, • .._ r[T�17 /q SEQN- 243981 AN ITWCOMPANY installation&bracing of trusses, w� TOT.LD. 42.0 PSF respoA nsibility drawing gfor the cover n ge listing TTheasuitabillityaand use of this of Tor any strucctture is theineering �% LI'14,Zp'0- ryV, shown 8351 Rovana Circle responsibility ar the Building Designer per ANSI/TPI 1 .2. ...'...&ft .r��• DUR.FAC. 1 .1 5 FROM I K E Sacramento,CA 95328 Far more information see this job's general notes page and these web sites' SPACING 24.0" J R E F- 1 WOW7 1 7 5 Z05 ALPINE:aww.alpineltw.rom; TPI: wuw.tpinst.org; WTCA:www,sbcindustry,com. ICC: www.lccsafe.org Renewal 6130/2418 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - X1A ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III 12 6-6-8 0-7-4 11, �I 10-1-2 —1-- rid,.. ...{.1 .5X4 III 3X5(B2)(R) III Ec 5-11-4 R=269 W=5.5" R=264 U=42 RL=96/-43 Design Crit: IRC2012/TPI-2007(STD) 00 PROFS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ./` -• 01§ `s"% OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 ••I•ARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! U+' ‘4,-01§k... ...---• 4 p TC LL 25.0 PSF REF R7175- 31270 T ••IWPORTANP• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V 8 5 N 4t AVe,Cornelius OR 97113 IV 3294PE trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer to and follow ,g the latest edition of BCSI (Building Component Safety Information by TPI and WfCA) for safety practices prior .r _ ,_„.,,, to performing those(properly. Installers shall provide sheathing bo bracing per BCSI. Unless properly otherwise, BC DL 10.0 PSF DRW CAUSR7175 17137071 noted7 0 PSF DATE 05 17/17 top chord shall have properly attached structural sheathing and bottom chord shall have a properly ettached a rte,_.. rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC Te sections B3. BT or 810, as applicable. Apply plates to each face of truss and position as shown above and on05/18/2017 51�1 p/2O 1 7 f� Ail 1 J I©1 �—� the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 1 Q BC LL 0,0 PSF CA-ENG J C J/RTT Alpine, a division or ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON R EGO Al drawing, any Failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, G47 IV AN ITWCOMA4NY nstallaUoa&bracing of tresses. .. 1 TOT.LD. 42.0 PSF SEQN- 243982 . A seal on thea drawing or carer page listing this drawing, Indlcotos aooeptenoe of profesalonel engineering GP LV 1 4 211,,--- d _ responsibility solely for the design shorn. The suitability and use of this drawing for any structure is the - - DU R.FAC. 1 .15 FROM IKE 8351 RovanaC'ircl reaponalblllty of the Building OealrgnerspertAN51/TPls,gr�necral notes page and these web sites: 'SS ell Tan n• saclan,enio.CA9s8z8 For more SPACING 24.0" JREF- 1W0W7175Z05 ALPINE: www.alpineltw,com; TPI: www.tpinst.org;WTCA: www.sbclrMustry,cow; ICC:vmnv,IccsaPe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - X2 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1,5x4 III 1 4-6-8 4-6-8 0141117.7ail 0-7-4I Tn �� 11-1-2 ' Itl4 III 3X5(82)(R) III L1 ' >1 F 3-11-4 R=265 W=5.5" RL=81/-52 R=164 U=27 Design Crit: I RC2012/TPI-2007(STD) O®PRQF�SS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 !: 0 lI OR/-/1/-/-/R/- Scale =.4375"/Ft. °°MG4RNlNGI°° READ AND FOLLOW ALL NOTES ON THIS DRAWING] 0 Truss Components of Oregon (5031357--1 18 [!` 4i� �-'4i �'.', TC LL 25.0 PSF 825 N4th Ave,Cornelius OR 97113 ''IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 832�4pE 9 REF R7175- 31271 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow T► the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior i +. ,,,/►�"r'' ,-R- ^ '""'z'-' �J L 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,- , ,,,, BC DL 10.0 PSF DRW CAUSR7175 17137075 rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC ' -' -�� 1 sections 93, B7 er 910, as applicable. Apply plates to each face of truss and A rr ru0 ; position as shown above and on 05/18/2017 I� I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG JCJ/RTT I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMP.NY installation&bracing of trusses. .73 Vi• Z TOT.LD. 42.0 PSF SEQN- 243983 A seal on this drawing or cover pegs listing this drawing, Indicates soeeptenee of professional engineering / •.LY 14,20�- �0„' r responsibility solely for the design shown, The suitability end use of this drawing for any structure Is the 0 S��.. _a OUR.FAC, 1 .15 FROM I KE R3 1 Ruva ul Circle responsibility of the Building Designer per ANSI/TPI 1 Seo.2. • 3 S:il'1'B9ICBIO,CA�J Q2H For more information see this job's general notes page end these web sites= p /+ ALPINE: www.alpineltw.com; TP1: w•ww.tpinst.org;WIC,WIC,www.sbclndustry.com; ICC: www,iccsafe.org — Renewal b!30!2018 SPACING 24.0" J R E F- 1 WOW7 1 7 5 Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - X3 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF #2 DL=6.O psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5 Ill 1 -------------------- 4 r-- ''' 3-3-0 1 0-7-4 ....''.. d ,-..', 10-1-2 ' 3X5111 4X5(G1) III L 1 ' Ec 7-11-4 R=410 W=5.5" R=332 U=6 RL=49 Design Crit: IRC2012/TPI-2007(STD) •ct P _ k'sN. PLT TYP. Wave FT/RT-2% 0% /4 0 16.01 ►! L-' 1 iS;� OR/-/1/-/-/R/- Scale =.4375 /Ft. Truss Components of Oregon (503)357-2118 "'WARRd1MG1*°READ AND FOLLOW ALL NOTES ON THIS DRAIINGI CO , ,, .,pti TC LL 25.0 PSF R7175- p ••IMPORTANT"• FURNISH THIS DRAWING TO ALL Goan RwroRs INCLUDING THE INSTALLERS. "q/ e� REF 31272 8'?5 N 4th Ave,Conlelius OR 971 13 1(/ 83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow D L 7.0 PSF DATE 05/17/17 �. the latest edition of BCS! (Building Component Safety Information, by TPI and CA) for safety practices prior r -<.. -s-, to performing these functions, Installers shall provide temporary bracing per BCSI. Unless noted otherwise, r YW '- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached iw ,i,_;� ,p' c rigid Gelling. Locations shown.for permanent Lateral restraint of webs shall have bracing Installed per BC '�^ BC DL 10.0 PSF DRW CAUSR71 7 5 17137099 fl sections 83, B7 or et0, as applicable. Apply plates to each face of truss and position es shown above and en ,4+l i�O N I ' the Joint Details, unless noted otherwise. Refer'to drawings 160A-Z Por standard OTate positions. 05/18/2017 11 I OREGON • BC LL 0.0 PSF CA-ENG JCJ/RTT Alpine, a divrs on of ITN Builclrnq Components Gruup Inc. shall not ba responsible fur;any doviaClnn from this , drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, ;' AN ITW COMPANY nstaIlet ion&bracing of trusses. � c TOT.LD. 42.0 PSF SEQN- 243993 A seal on this drawing or cover pogo listing this draeing. Iedlcetoe 0000ptance of professional engineering 4is`•` LY#_4,2O �0 DU R.FAC. 1 .15 FROM I KE responsibilitysolely for the design gn shomr. The suitability end use of this drawing for any structure is the � ���� (351 Rovana Circle responsibility or the Building Designer per ANSI/TVI 1 Sec.B. e ell T Sacramento.CA 95828 For more information see this job's general nate,page and these web sites: SPACING 24.0" J R E F- 1 WOW7 1 7 5 Z05 ALPINE:www.alpineltw,com; TP1, wxw.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.lccsafe.org Renews;6I30120'Itt THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - X4 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III I P 4 II 2-9-4 l • 0-7-4 -NM ■,I) 4. 10-1-2 3X5 Ill ,:;, 3X5(G1) III Fc 6-2-4 j--11 Ecz 6-6-0 Over 2 Supports >I R=343 W=5.5" R=277 U=5 RL=41 Design Crit: I RC2012/TPI—2007(STD) 0Pri® FSS; PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ,++ r �{ /• OR/—/1/—/—/R/— Scale =.4375"/Ft. 45".•Imllrecl.•READ AND FOLLOW ALL RTES Old THIS DRAWING! TC LL 25.0 PSF REF R7175— 31273 Trus'.ComponentsAve, of Oregon (503)357-21187 83294PE 8�5 N 4t1 ve,Cornelius OR 971 13 e'IMPORTANr'• FURNISH THIS DRAWING TO ALL CDMiRAC'IDRS INCLUDING THE INSTALLERS. Trusses require extreme caro in fabricating, SfetI handling, shipping, installing and bracing. Royer to DATE 05/17/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ......)0/1- .0+°,' - '^1 DL 7.0 PSF to performing these functions. Installers shall provide temporary bracing per RCS!. Unless noted otherwise, _ �, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached1. ?a ..mf ,/'� DRW rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI 05/18/20'17 BC DL 10.0 PSF DRW CAUSR7175 17137087 sections 63. 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on . 1 ^� �_ E the Joint Details, unless noted otherwise. Refer to drawings 160A_Z For standard plate positions. BC LL 0.0 PSF CA—ENG JCJ/RTT .f=f t—' I V 1� Alpine, a division of 1'lW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, TOT.LD.LD. 4 2.O PSF AN ITW COMPANY Installation&bracing of trusses. `,LY 14,20d° SEQN— 243996 A seal on this drawing or cover page Honing this drawing, indicates acceptance of professional engineering '19e1/ �6����� responsibility solely for the design shown. The suitability and use of this drawing for any structure is the �r dj�. DU R.FAC. 1 .15 FROM I K E 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sen.2. SaranSammento,(:A95828 For more Information see t,,is,job's general notes page and these web sites: - SPACING 24.0" JREF— 1WOW7175Z05 ALPINE: www.alpineltw.com; TPI: www.tpinst.org; WTCA,www.sbclndustry.com; ICC: www.icr_safe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - X5 ) __._ Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 4 ii 1-9-4 Il 0-7-4 'A _.10-1-2 , � 1.5X4 III 3X5(G1) III l<1r ›•1 3-2-4 ' '1 I_3-6-0 Over 2 Supports �RR-=220 U=3 W=5.5" RL=25 R=145 U=3 Design Crit: I RC2012/TPI—2007(STD) 11®I'R®FFur' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.•4 dliNt • OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 **INNING!".READ AND FOLLOW ALL NOTES oro THIS DRA1WINc1 TC LL 25.0 PSF REF R7175— 31274 825 N 4th AVe,Cornelius OR 97113 "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INcu1DWND THE INSTALLERS. ((� 83294PE Trusses require extreme caro in fabricating, nandling, snipping, installing 11 y bracing. Refer to and follow �;0000,,W' .,0/' , the latest edition of BCS (BComponent Safety Information, by IPIand wsafetypractices prior irw. DL 7.0 PSF DATE 05/17/17 topng these functions. Installers shall provide temporary y h ing PeEICSI. Unless . , top chord shall have properly attached structural sheathing and bottom,chordrIproperlythid .,rwcn rigid ceiling, locations shown for permanent lateral restraint of wet hall have bracing Installed per BCSI 05/18/2017 � p / BC DL 10.0 PSF DRW CAUSR7175 17137089 7R sections 63 67 or B10, as applicable. Apply plates to each face of t uSS and position as shown above and on 05/1 8i2O 1! U1`I t the Joint Deter is unless noted otherwise. Refer to drawings 1150A-z for:standard plate positions. BC LL 0.0 PSF CA—ENG JCJ/RTT A I V Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �' AN ITW COMA4NY installation$bracing of trusses. 4 0`D =' TOT.LD. 42.0 PSF SEAN— 244162 • A seal on this drawing or cover page listing this drawing, Indicates acceptance of proloosionsl engineering ..,�Y 4,�I' reeponsiblllty solelyfor the design shoal. The suitability end use of this drawing for any structure is the S lUSt Rovana Circler responsibility or the Building Designer per ANSI/TPI 1 Sec.2. o ell"Tao DUR.FAC. 1.15 FROM IKE Sncranlenlo,CA 95828 For more information see this job's general notes page and these web sites, ALPINE, www.alpineltw,com; TPI: wwnr,tpinst,org; PTCA: www.sbeindustry.com: ICC: www,iccsafe.org Renewal 6/30/2018 SPACING 24.0" J RE F— 1 W0W7 1 7 5 Z0 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - X6 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding load design. not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind OVERCUT. No knots or other lumber defects allowed within 12" of notches. bracing requirements. Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 1.5X4 III 1.5X4 III 4 1----- /�I i 11 1-9-4 ' 0-7-4 i- " I gg 111 i `� 10-1-2 _' 1 /V77 // 3X5(G1) III 1.5X4 III 1.5X4 III L 1 ' >I -3-2-4 - 3-6-0 Over Continuous Support R=108 PLF U=53 PLF W=3-6-0 RL=24 PLF EO PROF.. Design Crit: IRC2012/TPI-2007(STD) ��` s PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .0 /'. C3 s4 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 '"WARIIVGI°'READ AND FOLLOW ALL NOTES ON THIS DRAWING' 83294PE � �` TC LL 25.0 PSF REF 87175- 31275 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4t Ave,Cornelius OR 97113 •'INWORTANr"' �(� Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of tics' (Building Component Safety Information, by TPI and WTCA) for safety practices priorr "" DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly ai.[ached structural sheathing and bottom chord shall have a properly attached '`' �,�"" � (+ (` rigid cellIng. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI f�G p .BC DL 1 0.0 PSF DRW CAUSR7 1 7 5 17137088 1 sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 05/1 8/20 17 ,4 n ���y the Joint Detals, -nless n"ted n[herw;=e. Refer draw,ng=,hDA_Z for gtantlard plata po�;tion5. BC LL 0.0 PSF CA-ENG JCJ/RTT 11 1 I AIpIn , i,division of ITW Bui.7 Components Croup Inc. shzlt not responsible for any deviation fres this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, Shipping, TOT.LD. 4 2.0 PSF AN ITW COMPANY Installation&bracing of trusses. I,,. .,,"t/�y 14�Z�e SEQN- 244002 . A seal on this drawing or cover pegs hating this arming, Indicates(acceptance of professional engineering responsibility solely for the design shown. The suitability end use of this drawing for any structure is the 8351 Rovana Ciitle responsibility of the Building Designer par ANSI/TPI 1 Soc.z. •-...,5 a It Tail�.,, DU R.FAC. 1 .15 FROM IKE information See this job's y,com; ICCswww.lccsafe.org Renewal /..0 2O SPACING 24.0" JREF- 1WOW7175Z05 Sacramento,CA 95328 For more j general notes page and these web • ALPINE,www.alPlneltw.crom; TPI: wxnv.tpinst.org; U7TCA:www.sbclndustr 6!30!2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - X7) Top chord 2x4 HF #2 120 mph wind, 22.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W1 2x4 HF #2: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional CSC member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4111 i i 121 3X5 5-6-8 MI NJ 01) 20-2-10 r II 0-7-4 -0- 10 3X5(R) III 19-2-10 3X3= 3X5(B2)(R) 111 1.5x4111 Lg„0J 2-3-12 3-5-12 1"12 r 2-5-8 3-5-12 2-5-8 3-5-12 - 5-11-4 Over 2 Supports ›- R=330 R=330 W=5.5” R=260 U=79 RL=151/-62 Design Crit: I RC2012/TPI-2007(STD) L - P O�c , PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .V u ;► 1 / OR/-/1/-/-/R/- Scale =.375,r/Ft. Truss Components of Oregon (503')357- 118 ""MARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING! . �Q TC LL 25.0 PSF REF R7175— 31276 "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4tli Ave,Cornelius OR 97113 8329aPE Trusses require extreme care in fabricating, handling, shipping. installing and bracing. Refer to and follow A �- the latest edition of BCS1 (Building COM .'"safety Inforrm tion, by TPI and WTCA) for-safety practices prior iii � .: _ - DL 7.0 PSF DATE 05/18/17 to performingha these Functions. Installers churl provide ng and bo hating per all Unless'noted otherwise. - _,_...� tip chord shall have properly attached structural sheathing and bottom chord shall nave a properly attached f�:li6-. [[yy I''� DRW 0 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI :t.;, 05/18/2017 ,,PJC DL 10.0 PSF DRW CAUSR7175 171311008 ��� sections B3 67 or unless a5 noted applicable. Apply plater dr each face of truss and position as shown above and an " V 5/1'�/'� 1 7 k ry the Joint Details, unless noted otherw se Refer to drawings 9ti0A-Z for standard plate positions. BC L L 0.0 PSF CA-ENG RTT/RTT Alpine, a division of ITM Building Components Gruup Inc. Shall act be responsible for any deviation from this OREGON v drawing, anyfailure to build the truss in conformance with ANSI/TRI 1, or for handling, shipping, AN ITWCOMPANY installation it bracing of trusses. 'lily 0b. TOT.LD. 42.0 PSF SEQN— 244869 A maul on this drawing or cover pogo listing this drawing, Indicates eoceptenoe of profeeelanal engineering 14,2. . _ responsibility solely for the design shown. The suitability and use of this drawing far any structure Is the ,.,,*n► `, ' OUR.FAC. 1.15 FROM KE responsibility of the Building Designer par ANSI/TPI 1 SSec.F. a gil T a rt4....,'.., 3.3.1 Ravana Circle Sacinmenlo.C:A9.532R For more information see this jab's general notes page and these web sites: Renewal- , ... p 0" _T R 1 VtlOW7175Z05 ALPINE: es• .alpineitw.r_om; TPI: www.tpinst•org; MA, www.sbcindu�stry.corn; ICC: www.iccsafe.org wal 6/30/2018 SPACING 2`'P 6J JE F"'" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - X8 ) Top chord 2x4 HF #2 120 mph wind, 21.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.O psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III '7 9 I 5-0-11 i 0-7-4 1/ --- II 9119-2-10 i `a 1.5X4 III 3X5(132)(R) nil l<1 ' >I fc 5-11-4 R=340 W=5.5" R=252 U=50 RL=114/-42 Design Crit: I RC2012/TPI-2007(STD) ,, �� PiQ�c .S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .P t f) doge e j0 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components ofOPgot7 (5(}3)3:+7_2118 ..WAIMINGI READ AND Foam NITES UN THIS ORAWINGI 4/ TC LL 25.0 PSF REF R7175- 31277 825 N AtT Ave,Cornelius ORX71#3 IMPORTANT " "" FURNISHH 83294PE THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.' °�l ry Trusses require extreme care in fabricating, handling, shipping, installing and tracing. Refer to and follow ' D L / 0 PSF DATE 05/17/17 the latest edition of BCSI (Building Component Safety Information, by TF1 and 1YSCA) for safety practices prior x-..'.,.,. to performing these functions, installers shall provide temporary bracing par SCSI. Unless.noted otherwise, ..- _. �:. DRW top chord.shall have properly attached structural sheathing and bottom chord shall have a properly attached . ,M,,,,,,,,,- rigid , ;psi,, BC 10.fl PSF CAUSR7175 17137055 rigid ceiling. Locations shown for permanent lateral restraint of wens snail have bracing Installed per BCS] f j C DL V V �11 E tosections 63 67 or 010, as applicable. Apply plates to each Face of truss and pos tion as shown above and on 05/18/2017 ■L O NJ the Joint Details, unless noted otherwise, Refer to drawln 5 160A-U for stands d lat tions. — IILi' g p positions. ` OREGON . 'BC LL 0.0 PSF CA-ENG JCJ/RTT Alpine, a division of ITW Building Components Croup Inc. shall not be responsible for any deviation from this V R EG O N drawing, any Failure to build the truss in conformance with ANSI/TPI 1, or for handling: shipping, AN ITW COMPANY installation&bracing of trusses. .1iLY , '� TOT.LD. 42.0 PSF SEQN- 243972 A meal on this dressing or cover pogo listing thin drawing, IndIceteN acceptance of profeaelonel engineering (V .LY 14,2a- r responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the ������ O R35I Rovana Circle responsibility of the Building Designer per ANSI/71.1 1 Sec.2, .S 4.` OUR.FA�/C+. 1.15 FROM IKE ��/��n� Sacranlctlte,CA 95M For more information see this job's general notes page and these web sites: •-, - SPACING 24 0 �RE F'"' 19G0W7175 05 ALPINE: www.alpineltw,com; TM www,tpinst,or-g; WYC.A:www,shclndustry.com; ICC: www.icesafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - CG) Top chord 2x6 DF-L #2 Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W1 2x6 DF-L #2: TC- From 66 plf at -1.42 to 66 plf at 2.34 IC- From 33 plf at 2.34 to 33 plf at 7.34 120 mph wind, 22.37 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 66 plf at 7.34 to 66 plf at 9.73 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 BC- From 5 plf at -1.42 to 5 plf at 0.00 psf. BC- From 20 plf at 0.00 to 20 plf at 2.34 BC- From 10 plf at 2.34 to 10 plf at 4.01 Wind loads and reactions based on MWFRS. BC- From 10 plf at 4.01 to 10 plf at 7.34 BC- From 20 plf at 7.34 to 20 plf at 9.73 Right end vertical not exposed to wind pressure. BC- 41.26 lb Conc. Load at 2.34 BC- 91.06 lb Conc. Load at 3.10 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load BC- 118.29 lb Conc. Load at 4.84 applied per IRC-12 section 301.5. BC- 216.02 lb Conc. Load at 6.43 BC- 188.60 lb Conc. Load at 7.34 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4111 i 7,2 (- ! 5-5-5 6-5-5 i /i . ■■ lJ 4 70-2-10 ' III 1-0-0 4X5(R) III _L. 0-77--4 •00.1. 13X7 ■I f� 19-2-10 er 3X7 2X4(A1) 3X7 III 1.1-5-0J 2 FE 3-9-7 - 5-9-9 4-0-3 I5-8-9 4-0-3 `T` 5-8-9 r .< 9-8-12 Over 2 Supports > R=702 U=119 W=5.875" R=678 U=117 Design Crit: I RC2012/TPI-2007(STD) --e- ---PROF -tV PLT TVP. Wave FT/RT=2%(0%)/4{0} 16.01 .1//����t •- ,1IN,E . /�/J- OR/-/1/-/-/R/- Scale =.3125"/Ft. C r �3� l °.YIARNINGI"• READ AND FOLLOW ALL MOTES ON THIS DRAWINGI V • V v TC LL 25.0 PSF Truss Components of (503'__7 118 •.IAWORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ((/ - 83294PEREF R7175- 31278 825 1v14th Ave,Cornelius OR 97113 41 Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer to and follow D L 7.0 PSF DATE 05/18/17 the latest edition of BCSI (Building Component.Safety Information, by TPI and MCA)for safety practices prior -P' _ ,"''..1.1..x.T.f..., to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,."� .,else:, .;., .. ((++ rigid ceiling. Locations shown for permanent lateral restraint of webs shalt have bracing Installed per BCSI 'Bl, DL 10.0 PSF DRW CAUSR7175 17138009 1 sections B3. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 05/18/2017 the Joint Details, unless noted otherwise. Refer to drawin s 760A-Z for ata ntlard Ince itions. A ILP N 1 g p �s ' BC LL 0.0 PSF CA-ENG RTT/RTT l Alpine, a division of !TW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any Failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY Installation&bracing of trusses. ?/1� 'V ..Mf. -/,..5. TOT.LD. 42.0 PSF SEQN- 244881 A seal on this drawing or cover peso Iieting thio draping, Indlcetee eoceptencN of professional engineering 11P ',_,,r 14,2� responsibility solely for the design sem. The suitability end use of this drawing for any structure the O'Sejg Tin OUR.FAC. 1.15 FROM IKE 83 1 Rovana CIfId responsibility of the Building Designer per ANSI/TPI 1 Ssc.2. �.. Sacramento.C:A95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1WOW7175Z05 ALPINE: www.alpineltw.com; TPI: www.tpinst.org; CVTCA. www.sbcindustry.com; ICC: www.lccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - CJI) Top chord 2x4 HF #2 120 mph wind, 20.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind IC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MINERS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 111 i 12 i Ai 1-11-12 4 0-7-4 111 Ii 419-2-10 / 1.5X4 HI 3X5(:2)(R) III F1-1-0 .,iii'§ 1-2-12 11''12 1-4-8 Over 2 Supports F— R=139 W=5.5" RL=44,4 2 U=15 Design Crit: I RC2012/TPI-2007(STD) `�¢E°PRO/ S•I , PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1 .y�4 (5 Sim OR/-/1/-/-/R/- Scale =.75 /Ft. 5 **WARNINGI"• READ AND FOLD ALL NOTES ON THIS DRAWING! '�Ci� ,� �. TC LL 25.0 PSF REF R7175- 31279 Truss Components of Oregon (503j3.7 1 18 FURNISH THIS DRAPING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius OR 97113 `"IPORTAMT"' .40 83294PE Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow ftw "' DL 7.0 PSF DATE 05/18/17 the latest edition of BCSI (Building Component.Safety information. by TRI and WTCA)for safety practices prior N• r., ,_... I' to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. ,�.... '" ... top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached _„,..0,-,-- rigid ceiling. Locations shown for permanent lateral restraint of webs shall hove bracing installed per BCS BC DL 10.0 PSF DRW CAU SR7 1 7 5 17138010 1 sections 63, B7 or B10, as applicable. Apply plates to each Face of truss and position as shown above and on i 05/18/2017 . [ F1 N I , the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. t J Alpine, a division of STI Building Components GroupInc. shall net be = ,OREGON BC LL 0.0 PSF CA-ENG RTT/RTT responsible for any deviation from this `, i drawing, any failure to build the truss in conformance with ANSI/TPI 1. or ror handling, shipping, i AN ITWCOMR,NY Installation,&bracing of trusses. "�.. .4 da .''�: TOT.LD. 42.0 PSF SEQN- 244866 A seal on this drawing or cover page Meting this drawing, Indicates acceptance of professional engineering 4 LY 14,24 0 • — reopenelblllty[solely for the design shorn. The suitability and use of this drawing for any structure Is the r 8351 RovnnaCircle responsiblllty of the Building Designer per ANSI/TPI 1 Sec.2. 7`S H Tan• ' DDUR�..FA/C+. 1 15FROM I KE Sacramento.CA 95828 for more information see this job's general notes page and these web sites: SPAC I NV 24.0" J R E F- 1 WOW7 1 7 5 Z05 ALPINE: wxw,alpineltw.com; TP1, www.tpinst,org; WTCA: wwa,sbolndustry,com; ICC: www,lecsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - CJ2) Top chord 2x4 HF #2 120 mph wind, 20.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III 1.5X4 III I f 2-5-12 , 2dl 3-5-12 11, 5X41110 20-2-10 ' l 1-0- 0-7-4 pc 4 19-2-10 �'" 3X3= 3X5(82)(R) III 1.5X4 III 2-3-12 _j"�"s 2-5-8 *I k1O8B2Supprt3R=196 W=5,5" RL=77/-40 R=118 U=35 Design Crit: I RC2012/TPI-2007(STD) O®PROFS, • PLT TYP. Wave FT/RT=295(096)/4(0) •16.01 .0.4 'S%, OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARN 0NGI" READ AND FOLLOW ALL NOTES ON THIS DRAIIINGI £5' ' V` 4 P. TC LL 25.0 PSF REF R7175- 31280 L "'IMPORTANT"" FURNISH THIS BRAVING TD ALL CONTRACTORS INCLUDING THE INSTALLERS. 8�5 N 4t T Ave,Cornelius OR)71 13 it/ 83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow Aa. -= the latest edition of SCSI (Building Component.Safety Information, by TPI and WTCA) for safety practices prior `6ii.. �I" ,-..-.'.--e('0' 1 to performing these functions. Installers shell provide temporary bracing per all Unless noted otherwise. - C DL 1 0.D PSF DRQ 05/18/17 5 1 7 DL7 DATE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS' ''t „i�.�, B CAU5R7175 17138011 T, sections 63, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on 05/18/2017 A L n I I the Joint Details, unless noted otherwise. Refer to drawings 760A-2 for standard plate positions, ft 1, JIIJI' ``11 1 Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON JBC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ________________________ AN AN ITWCOMPANY installation&bracing of trusses;. '73'• "l/ 1, C TOT.LD. 42.0 PSF SEQN- 244875 A noel on this drawing or cover pogo Iloting this drawing. Indicates eccoptonce of professional engineering {s LX 1 4,20, 0 responsibility solely for the design shown. The suitability end use of this drawing for any structure is the FROM IKE responsibility or the Wilding Designer per ANSI/TP1 1 Sea,2. S eiD Tar� OUR.FAC. 1 15 n 8351 Rmma Circle S Sacramento.CA 95828 For more information see th i 5 job's general notes page and these web s I tes: SPACING 24.0" J RE F- 1 WOW717 5205 ALPINE:www,alpineltw,com; TPI: www,tpinst.org; WTCA:www,sbcindustry.com; ICC: www,Iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - CJ3) Top chord 2x4 HF #2 120 mph wind, 21.64 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III 1 / 3X5�i 3-11-12 # 4-11-12 12 II IL' 20-2-10 i V 1-0-Y5(R) III 0-7-4 Ps dl m 4 wen `D 19-2-10 r 3X3 3X5(82)(R) III 1.5X4 III L.9,r� F 2-3-12 1 -11-0 14.1 "12 1-11-0 2-5-8 —I- 1-11-0 e 4-4-8 Over 2 Supports-----> R=261 W=5.5" R=189 U=56 RL=112/-51 Design Crit: I RC2012/TPI-2007(STD) #e0 PR®p�� PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01 .4 11 d QV,- �� OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ..NOMMINGI•• READ AND FOLLOW ALL MOTES ON THIS DRAWING/ TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IMPORTAMF•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 11 83294PE 7` REF R7175- 31281 Trusses require extrema care In fabricating, handling, shipping, installing and bracing. Refer to and follow . _ the latest edition of BCSI (Building Component Safety Information, by TPI and MITCA) for safety practices prior 'r Yy,..•.• "" 'I — D L 7.0 PSF DATE 05/18/17 to performing these functions. Installers shall provide'temporary bracing per BCSI. Unless noted otherwise. - tap cnord shall have properly attached structural sheathing and bottom chord shall have a properly attached �,✓a.M1' 0 �^ rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per-BCSI t BC DL 10. PSF DRW CAUSR7175 17138012 7n sections 63, 67 or 61p, es applicable. Apply plates to each face of truss and positionas shown above and on 0 0 5/1 8/20 1 7 A LFT N[ the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. JBC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a division of rim Building Components Group Inc, shall not he responsible for-any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or far handling, shipping, AN ITWCOMPANY inStallation&bracing of trusses. 'I , o`°.. TOT.W. 42.0 PSF SEQN- 244877 . A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering y�qq�� ;Y 14,2006..,..- a-' pp responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the V k1 4( DU R,FAC. 1.15 F R01@1 I K E responsibility of the Building Designer per AMSI/TPI 1 Sec.2. S ell Tail T• 8351 Rovana Ode u G1 Sacra71CnIp,CA 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" J RE F- 1 WOW7 1 7 5205 ALPINE:www.alpineltw.com; TPI: www.tpinst,org; WTCA:www,sbcindustr•y.com; ICC: www.lccsefe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - CJ4) Top chord 2x4 HF #2 120 mph wind, 20.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III I 1 III 9 2-5-9 b 0-7-4 , : i 3X5(B2)(R) III �, 19-2-10 ! ►� 1.5X4 III L-1-0-0--J . 2-2-4 _l " I 2-4-0 11 11„ 2 H2-5-12 Over 2 Supports R=198 W=5.5" RL=55/-28 R=91 U=18 Design Crit: I RC2012/TPI-2007(STD) _. PR®F�`Si1' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .'4.�./ (�InPV E /,� OR/-/1/-/-/R/- Scale =.75"/Ft. TlussComponents ofOregon (503)357-'_l In **WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! q/ - • TC LL 25.0 PSF Oregon °•IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE REF R7175- 31282 8�5 N 4t Ave,Cornelius OR 97113 i Trusses require extreme care in fabricating, handling, shipping, installing and bracing_ Refer to and follow TPI� ,/" ...----------r'-- - DL 7.0 PSF DATE 05/18/17 the latest edition of SCSI (Building Component Safety Information. by I and WTCA) for safety grectices prior I to performing these functions. Installers shall provide temporary bracing per RCS!. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �� 0 r rigid ceding. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI I 05/18/2017 aC DL 0 0 PSF DRW CAUSR7175 17138013 7e sections 93, B7 or 010, as applicable. Apply plates to each face of truss and position as shown above and on p /� A 11 1 O1 1 N E the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG RTT/RTT J Alpine, a division of ITS Building Components Group Inc. shall not be responsible for any deviation From this OREGON drawing, any failure to build the truss in conformance with ANSI/TP1 1, or for handling, shipping, AN ITWCOMPANY installation&bracing of trusses. �V ‘211-Y , e r TOT.LD. 42.0 PSF SEQN- 244871 A semi on this drawsolely or cover pogo Meting this drawing,suitability Ineloatoe of this dr of g for atonal structure '•* 1�1 a 04- ��e DU R.FAC. 1 .15 F ROf4� I K E e'�esponsiblllty solely far the design shown, The aultablllty eM use of this drawing for any structure Is the 8351 Rovalla Circle responsibility or the Building Designer per ANSI/TPI 1 Seo,2. Sacramento.C A 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" J R E F- 1 WOW7 1 7 5 Z05 ALPINE:www.elpineltw.com, TPI: www.tpinst,org, WIC, www,sbclndustry.com, ICC: www.lccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - CJ5) Top chord 2x4 HF #2 120 mph wind, 21.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W1 2x4 HF #2: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III / r 1,1 • 3X5 3-5-9 9 4-5-9 IliW11111 .1.11..bil, 1 B * 20-2-10 ' __/___ 3X5(R) III 0-7-4 II :: • III 1-0-0I V `J 19-2-10 / ri...- 3X3EE 3X5(82)(R) III 1.5X4 III t 1 ' 2-3-12 2-8-4 1 12 2-5-8 2-8-4 2-5-8 2-8-4 5-1-12 Over 2 Supports R=307 W=5.5" R=216 U=42 RL=100/-39 ¢eo PROFS Design Crit: IRC2012/TPI-2007(STD) 4G CS .a.',.... TYP. Wave FT/RT=2%(0%)/4(0) 16.01..4 .+ t ©egt-As s'r OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon {503)357-2118 '•* FURNISH GI.*READ AND FOLLOW ALL ROTES ON THIS DRAWING! ° TC LL 25.0 PSF REF R7175- 31283 825 N 4th Ave,Cornelius OR 97.113 "IMPORTANT•' FIRNISH THIS GRADING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 83294PE Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer to and follow Y.}a,;,,�r,,,,,,; the latest edition of BCSI (Building Component Safety Information, by IN and 1YTCA) for safety practices prior -• "" DL 7.0 0 PSF DATE 05/18/17 to performing these functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise. "0001,,,,''' • � .. 5 - top chord shall hove properly attached structural sheathing and bottom chord shall have a properly attached ,04.,' .,,, rigid ceiling. Locations shown far permanent lateral restraint of wens shall have bracing Installed per BC51 p 0 ry BC DL 1 0.0 P5F DRW9 CAUSR7 1 7 5 17138014 sections B3, 87 or 870, as applicable. Apply plates to each face of truss and position as shown above and on 05118/2017 S/l p/71{I/ ' I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A ©�-NEGON :BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a division of ITW Building Components Group Inc.Irrc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, p� AN ITWCAMPANY installation A bracing of trusses, , TOT.LD. 42.0 PSF SEQN- 244873 A meal on this drawing or cover ng ng, Indlcateo mooeptmnoe of professional engineering �Y 14,20 responsibility solely for the design(sheen, tThessuitability end use of this drawing for any structure is the • St\ 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 Soc.2. a ll T a VIV DUR.FAC. 1 .15 FROM I K E Sicramoto,CA95828 For more information see,his Job's general notes page and these web sites: SPACING 24.0" JREF- 1WOW7175Z05 ALPINE: www.elpineltw,com; TP1, www,tpins-t,org; OTC,www,sbcindustry.cam; ICC: www.Iccsafe,org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - EJ1) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 70 plf at -0.75 to 70 plf at 1.37 120 mph wind, 20.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 6 plf at -0.75 to 6 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 plf at 0.00 to 10 plf at 5.94 DL=6.0 psf. BC- 36.52 lb Conc. Load at 2.00 BC- 55.24 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. 12 ' 20-10-14 R=67 U=1 "J 1-11-12 b 0-7-4 P Ji 6 • 41 ;, 19-2-10 0-3-8 1 NOM 3x5(:2)(R) III L0-9-0> 1-4-8----.1-‹ 4-6-12 1 5-11-4 Over 3 Supports >) R=167 U=15 W=5.5" R=106 feOPROp..- Design Crit: I RC2012/TPI-2007(STD) '4'7- �`rd' PLT TYP. Wave FT/RT=296(0%)/4(0) 16.01.,. % 4E i0 • OR/-/1/-/-/R/- Scale =.75"/Ft. Trus.Components of Oregon (503'357-_I I H �, ..WAraulroci"a READ AND FOLLOW ALL NOTES ON THIS DRAWING] (,u 83294PE 'Q TC LL 25.0 PSF REF R7175— 31284 8�5 N 4th Ave,Cornelius OR 97113 1 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating. handling, shipping, and follow D g, pp- g, installrn and bracing. Refer to - C L 7.0 PSF DATE 05/18/17 the latest edition g pan y y end WTCA)for safety practices prior of SCSI (Building Cann ent Safety Information, b TPI -'- to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. 00,,,,,,o.-- A4116% I ..a,pw.. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �g l,;N rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS] 05/18/2017 C DL 10.0 PSF DRW CAUSR7175 17138015 AllI T the Joint Details, unless noted otherwise, Refer to drawings 160A-Z For standard plate positions, OREGON BC LL 0.0 PSF CA-ENG RTT/RTT sections 83. B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. "3 ".--!14y14,20 „--''$t TOT.LD. 42.0 PSF SEAN- 244861 A Deal on this drawing or cover page IlstI ng Shirk drawing, Indicates eaceptence of professional engineering 1� responsibility solely for the design shown. The suitability and use of this drawing for eny structure Is the �7 htl a DU R.FAC. 1 .15 F ROMgp I KE 8351 RDvana Circle responsibility or the Building Designer per ANSI/TPI 1 Sec.2. i Y W Sacramento.CA 95828 For more information see this job's general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1WOW7175Z05 ALPINE: www,alpineltw,com; TPI: wxw.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - EJ2 ) Top chord 2x4 HF #2 120 mph wind, 20.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=97 U=39 22-4-14 12 3-5-12 b 0-7-4 pill J 19-2-10 3X5(62)(R) III L, 9"›I. 2-10-8 3-0-12------- < 5-11-4 Over 3 Supports --- R=224 W=5.5" R=108 RL=77/-40 Rao PROF Design Crit: IRC2012/TPI-2007(STD) �$ --- SS;�, PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.1,,d j 4 , ep O OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-21 I8 `"1YARNUdGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! (V 83294PE TC LL 25,Q PSF 8_'5 N 4th Ave,Cornelius OR 97113 "IMPORTANT•• FURNISH THIS DRAWN TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 31285 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 5000e.- the latest edition of BCSI (BuildingCan �. Component Safety Information, by TPI and wTCA) for safety practices prior � ,,.. � -" t �- 1^7 C DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, .r- ,.,,,,,,i'' .,,,,,,--•— ! I! , 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid Gelling. Locations shown for permanent lateral restraint of mobs shall have bracing Installed per BC51 05/. /20 .0 DL 10.0 PSF DRW CAUSR7175 17137094 fI I T. sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on A II �LJO j i The Joint Details, unless noted otherwise. Refer to drawings lliOA-Z far standard plate posit ons. IIL )^ OREGON iBC LL 0.0 PSF CA-ENG JCJ/RTT 1 Alpine, a division of ITN Bulldiny components Group Inc. shall not ba es{wnsible Por any deviation from this (ar, drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 15 '&Y zoo`D r 'en TOT.LD.LD. 4 2 Q PSF AN awcsaMPANY installation.bracingof trusses. rI 14, Ye, , SEQN- 243976 . A seal on thle drawing or cover page listing this drawing, Indicates acceptance of professional engineering S - responsibility solely for the design shown. The suitability and use of this drawing for any structure is the • elf`r ear'J DU R,FAC. 1 .15 FROM IKE 83 1 Rovalw Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramcnto,CA 95828 For more information see this,job's general notes page and these web sites: Renewal 6/3012018 ALPINE: www.alpineltw.com. TP1: www.tpinst.erg. WTCA: www.sbcindustry-cam; ICC: wmw.lccsafe.org SPACING 24.0" J R E F- 1 WOW7 1 7 5 Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - EJ3 ) Top chord 2x4 HF #2 120 mph wind, 21.64 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=141 U=64 I 4-, 23-10-14 t 4-11-12 >2/ 0-7-4 19-2-10 NEMO 3x5(82)(R) ill Le9,'.,1.- 4-4-8 >l<1-6-121 F -5-11-4 Over 3 Supports >I R=278 W=5,5" R=111 RL=112/-51 R,ep PRop..'. Design Crit: IRC2012/TPI-2007(STD) •S Ss,/ • PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .04% yNF , O 4. OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 •'IsfNUMUNGI*' READ AND FOLLOW ALL ROTES ON THIS DRAWING] 0 83294PE `TC LL 25.0 PSF 31286 REF R7175-825 N 4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow f ~ the latest edition of BCSI (Building Component Satety Information, by TPI and WTCA) for safety practices prior " C DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. xei �,;.,0 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 'r' rlgld ceiling. Locations shown for permanent lateral restraint of webs shall hove bracing installed per BCSI 05/18/2017 '.0 DL 10.0 PSF DRW CAUSR7175 17137083 1. sections 83. B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard late positions. C7)�N I g p P OREGON 43C-LL 0.0 PSF CA-ENG JCJ/RTT rJ 1 Alpine, a division of ITR Building Components Group Inc. shall not be responsible for any deviation From this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �I4 ' , AN ITWCOMPANY Installation F.bracing of tresses. {� �LY 14,26°� t� TOT.LD. 42.0 PSF SEAN- 243977 . A seal on this drawing or cover pegs listing Thies draping, Indicetes eceoptonee of professional engineering S a .ray responsibility solely for the deelgn shown. The suitability end use of this drawing for any structure is the S e p -�a n:/r DU R.FAC. 1 .15 FROM I K E 3351 ROvnna Circle responsibility or the Building Designer per ANSIlTPI 1 Sec.2. Sacramento.CA 95828 For more information see this job's general notes page and these web sites: Renewal 6/30!2018 SPACING 24.0" J R E F- 1 WOW7 1 7 5 Z05ALPINE: www,elpIneltw.com; TP1: www t Inst,org; MCA: www.sbclndustry.com; ICC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - EJ4 ) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 70 plf at -1.00 to 70 plf at 1.85 120 mph wind, 20.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 6 plf at -1.00 to 6 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 plf at 0.00 to 10 plf at 5.94 DL=6.0 psf. BC- 35.26 lb Conc. Load at 2.00 BC- 40.42 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. R=65 U=5 2 • 21-4-9 12 2-5-7 0-7-4 I �I 1 19-2-10 d 3X5(62)(R) III L=1 ' >-1-10-3 4-1-1 H----5-11-4 Over 3 Supports >1 R=214 U=21 W=5.5" R=107 -e. 0 PRo1z- Design Crit: IRC2012/TPI-2007(STD) ,,.-4G `sS =.4375"/Ft. PLT TYP. Wave FT/RT=2%(096)/4(0) ;Q,$NF, r 16.01 .e � p OR/-/1/-/-/R/- Scale Truss Components of Oregon (503)357-'118 •'WARNING!"READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 31287 p ° ••II�ORTANr'• FURNISH THIS DRAWING TD ALL CDNTRACTDRS INCLUDING THE INSTALLERS. 83294PE ` TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme caro in fabricating, handling, shipping, installing and bracing. Refer to and follow ,. the latest edition of BC51 (BuildingCom .10.00000'''' 'r '' " DL 7.0 PSF DATE 05/17/17 Component Safety Information, by TPI and YWCA) for safety practices pilar ��-•" i to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. - Oiggikhk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall hove bracing Installed per BCSI 05/18/2017 :C DL 10.0 PSF DRW CAUSR7175 17137041 ISA sections B3, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on VJ t 0/ 1 A[1 1JJ f1' the Joint Details, unless noted otherwise. Refer tdrawings 160A-Z rnr standard plate positions. OREGON BC LL 0.0 PSF CA-ENG J CJ/RTT �IIIL1� Alpine, a division of ITW Building Components GroupInc. shall not be responsible for n deviation from this drawing, anythe ilure to build truss in conformance with ANSI/TPI 1, or Por handling, shipping, AN ITWCOM PANY nstalration bracing f tr sSe:;. ` (le `v'LY 14,2e,..' 0 TOT.LD. 42.0 PSF SEQN- 243990 A seal on this drawing or Dover page listing thin drawing, Indioatoo acceptance of profoselonol engineering responsibility solely for the design sheen. The suitability and use of this drawing for any structure is the S e pI T a o DU R.FAC. 1 .15 FROM I K E R351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 Sec.2. Y 4� Sacramento.CA95328 For more information see .tpi job's general notes page end these web sites: Renewal 6130/2018 SPACING 24.0" JREF- 1WOW7175Z05 ALPINE,www.alpineltw.com; TPI: wxw.tpinst.org; YfrCA:www.sbclndustry,con; ICC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - EJ5 ) Top chord 2x4 HF #2 120 mph wind, 21.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MIWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0 1 23-4-9 R=123 U=54 4-5-7 12 1 0-7-4 �� 10 19-2-10 __1___ 3X5(B2)(R) 111 1 r 3-10-3 >< 2-1-1--->-1 FE----5-11-4 Over 3 Supports ------>1 R=282 W=5.5" RL=105/-53 R=110 Ep PROF _. Design Crit: I RC2012/TPI-2007(STD) ',<<I:�r - Fss+s,. PLT TYP, Wave FT/RT=2%(096)/4(0) 16.01.. , c1$Ne. • '0`, OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 •• INGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWING) " REF R7175- 31288 •u •• • FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. INPDRrANr • 83294PETG LL 25.0 PSF 8�5 t`I4tT Ave,Cornelius OR 97113 9 in Fabricating, handling shipping, g and bracing. Refer to and follow Trusses require extreme care shr installing ,� the latest edition of 8C51 (Building Component Safety Information, by TPI and tYi"CA)for safety practices prior _ DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. 1 top chord shall have properly attached structural sheathing and bottom chord shall hove a properly attached ,..4,-- /� ('� P DRW rigid ceiling. Locations shown for permanent lateral restraint of wet:.s WWII havebracing Installed per BCS' 05/18/2017 ''G DL 0 0 SF CAUSR7175 17137036 1 � standar,.. sections 83. 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on p A 11 'F,Alillibl N E the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for LandMrd plate positions. OREGON , BG LL O.0 PSF CA-ENG J CJ/RTT Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation From this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ,. AN ITWCOMI NY astallatlon bracing of trusses. ‹/ "Z/Ly 94,204' TOT.LD. 42.0 PSF SEQN- 243980 • A seal on this drawing or cover page listing this drawing, Indicates acceptance of profeeslonel engineering ll T2� . responsibility solely for the design shown. The suitability and use of this drawing for any structure le the „*.9 R35i12mmI Circle ^asp°nalblllty of the Building Designer per ANSI/TPI , , @ DU R.FAC. 1 .15 FROM i K E Sacramento,CA 95828 For more information see this job's general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0” )REF- 1 WOW7 1 7 5 Z05 ALPINE, www.elpineltw.rom; TPI: wvw.tpinat.org,an-CA:www.sbctndustry.com, ICC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - EJ6 ) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 70 plf at -1.00 to 70 plf at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 6 plf at -1.00 to 6 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 20 plf at 0.00 to 20 plf at 3.94 DL=6.0 psf. BC- 35.26 lb Conc. Load at 2.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. it a, 13-3-1 R=52 U=3 `° 12 2-5-7 1, 0-7-4 Po 1 �� 11- - C•l 3X5(B2)(R) III L1-0-0 L 1-10-3 >< 2-1-1--- <3-11-4 -<3-11-4 Over 3 Supports ,d R=216 U=2 W=5,5" R=72 W=5.25" • Design Crit: 1 RC2012/TPI-2007(STD) .`Ot PR®F��S' PLT TYP. Wave FT/RT=296(096)/4(0) 16.01 .04% GONE .''Q OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 "YIARNINGI'•READ AND FOLLOW ALL RTES ON THIS DRAWING] i 83294PE t`•TC LL 25.0 PSF REF R7175- 31289 825 N 4t1T Ave,Cornelius OR 97113 IMPORTANT“ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow It'100007. ___ •-. the latest edition of BCSI (Building Component Safety Informetlen, by TPI and NT.) for safety practices prior r'''_ " M [A- 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. ,,u • „ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached -6 rigid ceiling, Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI eC DL 10.0 PSF DRW CAUSR7175 17137080 to sections 83, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and ori 05/18/2017 A��o� N I ; the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. OREGON L L 0.0 PSF CA-ENG J CJ/RTT 1 1 Alpine, a division of ITw Building Components Group Inc. shat) not be responsible for any deviation from this drawing, anyfailure to build the truss in conformance with ANSI/T'1 1. or for handling, shipping, AN n-WCOMPANY installation$bracing of trusses. ...bC'Y 14,200. TOT.LD. 42.0 PSF SEQN- 243991 A Beal en this drawing or ewer page listing th IN drawing, Indicates acceptance of profeealcnal engineering , responsibility solely for the design shown. The suitability and use of this drawing for any structure is the ell Ta n DU R.FAC. 1 .15 FROM I K E 8351 ROVIInlCIfC I@ responsibility of the Building Designer per ANSI/TPI 1 Sec.2, SY P� Q C7i Sacramento,CA 95828 For more information see this job's general notes page and these web sites: Renewal 6/3O/201$ SPACING 24.0" JREF- 1WOW7175Z05 ALPINE: www.alpineltw.com; TPI: www.tpinst.org; TeTCA: www.sbclndustry.com; ICC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - EJ7 ) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) :Lt Stub Wedge 2x4 HF Std/Stud: TC- From 65 plf at -1.00 to 65 plf at 1.85 BC- From 4 plf at -1.00 to 4 plf at 0.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 10 plf at 0.00 to 10 plf at 7.94 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 34.25 lb Conc. Load at 2.00 DL=6.0 psf. BC- 43.12 lb Conc. Load at 4.00 BC- 102.54 lb Conc. Load at 6.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. R=152 4n— FA, 11-0-4 _L 1-2-10I 0-7-4 J 10-1-2 V 3X5(G1) Ill L 1 ' >L-1-10-3 >Lc 6-1-1 1 7-11-4 Over 3 Supports ,d R=174 U=14 W=5.5" R=130 Design Crit: I RC2012/TPI-2007(STD) V.so PROF- `scS' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .?.1- r felt F / OR/-/1/-/-/R/- Scale =.4375"/Ft. .41ARAIIRNI H READ AND FOLLOY ALL NOTES ON THIS DRAWING! REF R7175- 3 1 29 0 Truss Components Of UI'Z«OFl 5��35 -..k I� +aINPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '`�"` �/ TC LL 25.0 PSF 825 N 4th Ave,Comelms OR 97113 4(/ 83294PE 7 Trusses require extreme care in fabricating, handling, snipping, installing and bracing. Refer to and follow D L 7.0 PSF DATE 05/17/17 the latest edition of BCS) (Building Component Safety Information, by TPI end WTCA) for safety practices prior ..z.-=---o•--a.- � to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, ...._. BC top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,a,� %:- DL 10 0 PSF DRW CAUSR7175 17137104 rigid ceiling. Locations shown for permanent lateral restraint of webs shall hove bracing Installed per BC '''� LIFT- tr sections 63, 67 or 610, 85 applicable. Apply plates to each face of truss and position as shown above and o 7Rp 1 A the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard late positions. O'/1 8 ) 1 ha p pas n BC LL 0.0 PSF CA-ENG JCJ/RTT I Alpine, a division of ITN Building Components Group Inc. shall not he responsible for any deviation from this OREGON drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. n 8 bracing of trusses. l ie AN ITW COMPANY istallation TOT.LD. 42.0 PSF SEQN- 243987 A meal on this drawing or cover page h 4 listing this drawing, indicates acceptance of profeeaienal engineering `L LV 14,20e 4 2000 /�n. responsibility solely for the design shown. The suitability end use of this drawing for any structure is the $ ��V DU R,FAC. 1 .15 FROM KE R35I Rov6na Circle / !responsibility or the Building Designer per ANSI/TPI 1 Sec.2. l a 11 f S:K'ranlento.0 A 95n8 For more information see this job's general notes page and these web sites: SPACING 24.0" J R E F- 1 WOW7 1 7 5 Z0 5 ALPINE:www.elpineitw.com; TPI: www.tpinst.org; WTCA:www.sbcindustry.com; ICC: www.lr_esafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - EJ8 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC :Lt Stub Wedge 2x4 HF Std/Stud: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 ro 11-8-4 1 4 n R=134 U=7 MP 1-10-10 0-7-4 —midi .j c) 10-1-2 3X5(G1) Ill L 1 ' > 3-10-3 >I,:c 4-1-1 1 7-11-4 Over 3 Supports > R=273 W=5.5" R=135 RL=27 Design Crit: IRC2012/TPI-2007(STD) r ro PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .' 0 `SS'j® OR/-/1/-/-/R/- Scale =.4375"/Ft. C Truss Components of Oregon (503)357-21 18 ..WAR1111NG1•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! �i�' 4L\ 'i. TC LL 25,0 PSF REF R7175- 31291 825 N 4th Ave,Cornelius OR 97I 13 .'IMPORTANT.. FURNISH THIS DRAWING To ALL COMPACTORS INCLUDING THE INSTALLERS. 83294PE "d' 17 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow �- DL 7.0 PSF DATE 05/17/17 the latest edition of BCSI (Building Component Safety Information, by TPI and MITCA) for safety practices prior +'� ,G ..sx�x�-_ to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, xr/ _% _ --- 001111111k • top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached PC DL I ll 0 PSF DRW CAUSR7175 17137101 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC i�' 1('� �1 sections B3. 67 or 610, as applicable. Apply plates to each face of tru35 and position as shown above and on 05/1 8/20 17 /ry Ta .4 l 1 J1 I 1 the Joint Details, unless noted ol'nervaise. Refer to drawings 160A-Z for standard plate positions. V 1(J BC LL 0.0 PSF CA-ENG J CJ/RTT lul I Alpine, a division of IlW Builtling Components Grnup Inc. shall not bo res{wnsible Pur any dvviaCion From this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITV/COMPANY Installation&bracing of trusses. t TOT.LD. 42.0 PSF SEQN- 243968 • A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineeringLY 14,2OV- responslbllity solely for the design shown. The suitability and use of this drawing for any structure Is the 051 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. sS ll Tao �t D(IR.FAC. 1 .15 FROM I K E Sacrantcnto.0 A 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" J RE F- 1 WOW7 1 7 5 Z0 5 ALPINE: www.alpineltw.com; TP1: w•ww.tpinst.org; NYC,www.sbcindustry.com: ICC: www.icesafe.org Renewal 6/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - EJ9 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC :Lt Stub Wedge 2x4 HF Std/Stud: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1, 12-4-4 ' R=181 U=20 2-6-10 0-7-4 -° .. `im � 10-1-2 3X5(G1) Ill L 1 ' > ----5-10-3 --2-1-1 >I }= -7-11-4 Over 3 Supports >I R=344 W=5,5" RL=38 R=141 E®PROF Design Crit: IRC2012/TPI-2007(STD) ¢ F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .%!..0. I,-' -i S1,7:1,0 . OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 *.I INGI..READ AND FOLLOW ALL NOTES ON THIS DRAWING! �0 , 3 � ° 1 ®. TC LL 25.0 PSF REF R7175- 31292 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 83294PE 8�.5 N 4t Ave,Cornelius OR 971 13 7 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow ,i, �- the latest edition o£BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior .1. ,,,,,,,,,,,,,_,..,-a-----_,_ DATE 05/17/17 to performing these functions. Installers shall D L 7 0 PSF p ng provide temporary bracing per SCSI. Unless noted otherwise, 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached , ,,, rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC ""� BC DL 10.0 PSF DRW CAUSR7175 17137100 T1 sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on yI 05/180017 01 7 ©� N�, 1 the Saint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. O l )BC LL 0.0 PSF CA-ENG J CJ/RTT f� , r� I 1 Alpin a division of ITN Building Cunponencs Group irx;, 5ha11 not ba responsible for any deviation from this OREGON drawing, any failure to build the trues In<:arnformanr:e with ANSI/TPI 7, or for Handing, shipping, ., --, AN ITWCOMpraNY nstallation bracing of trusses. *�,,` , oA , TOT.LD. 42.0 PSF SEQN- 243967 w . A al on this drawing or cover pegs listing thin drawing. Indlcetes acceptance of profeselonal engineering �CY 14,2" responsibility solely for the design shown. The suitability and use of this drawing for any structure is the _!1 q `'7, - DUR.FAC. 1 .15 8351 Ruvena Circle responsibility of the Building Designer per ANSI/TP1 1 Seo,z. S a'1 Tall FROM I KE Sacranlent0,CA95828 For„bre information see this job's general notes page and these web sites: SPACING 24.0" JREF- 1WOW7175Z05 ALPINE:www.elpineltw,cam; TPI, uraw.tpinst,arg; UdTCA: www.sbclndustry.cawn; ICC: www,icr_safe.org Renewal 6/84/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO, —GREENSWARD SOUTH LOT 1 -- TIGARD, OR — EJ10 ) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 68 plf at -1.00 to 68 plf at 2.48 120 mph wind, 20.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at -1.00 to 5 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 plf at 0.00 to 10 plf at 5.94 DL=6.0 psf. BC- 35.63 lb Conc. Load at 2.00 BC- 38.84 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10,00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. III ?1-4-11 R=83 U=12 9 2-5-9 b 0-7-4 PC 4,-519-2-10 3X5(B2)(R) W l< 1 ' 2-5-12— -I,- 3-5-8 >i l 5-11-4 Over 3 Supports R=230 U=23 W=5.5" R=108 Design Crit: I RC2012/TPI-2007(STD) ,. ti�� PR®F``��1' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .t�j�� ' (515N 4o OR/-/1/-/-/R/- Scale =.4375"/Ft. TrussComponents ofOregon (503)357-2118 ••UTAIad�l9MGI H READ AND FOLLOW ALL NOTES ON THIS DRAWINGI �� s TC LL 25.D PSF 8.25 N 4t T Ave,CorlTeltus OR 97113 ',IMPORTANT., FURNISH THIS DRAWING TO ALL CCWIRACTDRs INCLUDING THE INSTALLERS. 83294PE REF R7175- 31293 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow ( __ the latest edition or BCSI (Building Component Safety Information, by TPI and WfCA) for safety practices prior + „n r,•„ - """' '" ,0 PSF DL 7 DATE 05/17/17 to perform ng these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. ,.»....� top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 0,'',,,,,,.." �` rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC51 05/18/2017 � pp 71 BC DL 10.0 PSF DRW CAUSR7 1 7 5 171 370 57 1� T, sections 83, 87 or 810, as applicable, Apply plates to each face of truss and position as shown above and on 05 1 0/7 0 jf A���)—^ ' I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z Por stantlard pieta positions. ' \v1 OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT 1 Alpine, a division of ITYY Building Components Group Inc. shall not be responsible for any deviation From this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, i�, C. TOT.LD. 42.0 PSF AN ITW COMPANY installation&bracing of trusses. ee--`-...�t�' �p0� SEQN- 243988 A see)on this drawl or cover ng this droml Indlcotes acceptance of professional engineering Y -_;, 4, A pp responsibility solely fbr the design(lstown. The suitability end use of this drawing for any structure is the `D O ew r�,w ILJ�� DU R,FAC. 1 .15 F R0191 I K E Fg, ill l®I iUA 'qg;fir 8351 Rcrvnnu Circle responsibility or the Building Designer per ANs1iTP1 i See.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: SPACING 24.0" J RE F- 1 WDW7 1 7 rJ ZD5 ALPINE:www,alpineltw,com wt. TP1: wo ,tpins .org, W1GA: www,sbclndustry.com; ICC: www.lccsafe,org Renewal 6/3012018 THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - EJ11 ) Top chord 2x4 HF #2 120 mph wind, 21.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=159 U=54 ),1 `�23-4-11 1 9 4-5-9 b 0-7-4 PS ._WO A 4,. 19-2-10 3X5(82)(R) III l<1 ' 5-1-12g"SJ H5-11-4 Over 3 Supports ---->1 R=315 W=5.5" RL=100/-39 R=112 Design Crit: IRC2012/TPI-2007(STD) �,¢�9 E'RQF• s. PLT TYP. Wave .� +' FT/RT=2%(0%)/4(0) 16.01.#4 ©ieV F s/i OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 ""WPAMI GI"•READ AND FOLLOW ALL NOTES ON THIS DRAWING! , ¢i� '1NPORTANr FURNISH THIS DRAWING TO RILL.CONTRACTORS INCLUDING THE INSTALLERS. 83294PE TC LL 25.0 PSF - 825 N 4th,Ave,A Cornelius OR 97113p R7 5 31294 Trusses require extreme care in fabricating. handling, shipping, installing and bracing. Refer to and followfir c the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior -ry .,_,w-r-�DL L 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ., ,` .,,gra. rigid ceiling. Locations shown for -'`'i fe g g. permanent lateral restraint of webs shall have bracing Installed per BCS) 05/18/2017 o �7 BC DL 10.0 PSF DRW CAUSR7175 17137056 1 sections 83, 87 or R10, as applicable. Apply plates to each face of truss and position as shown above and on 05/1 8/20 1 r BC H/{ I' 0- N ' the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. p �'+�,/+�1,1 LL 0.0 PSF CA-ENG J CJ/RTT �IILJI' I r Alpine, a division of ITN Building Components Group Inc. shall not he responsible for any deviation from this OREGON drawing, any failure to build the truss, n conformance with ANSI,TPI 1, or for handling, shipping, .. TOT.LD.LD. 4 2.0 PSF AN ITW COMPANY installation&bracing of trusses, ,., �e C. • SEAN- 243971 A anal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering '''' e � "-C1'14, for �A responsibility solely Building the designDesigner er per The suitability.2 end use of this drawing for any structure is the s e p Ilq , DU R.FAC. 1.15 F ROM IKE K±?I Rovnnn Circle responsibility of the Bulltllrg Dealgner per ANSI/Tial 1 Sea.2. 8N �a Sacramento,CA 95828 For more information see Lhis job's general notes page and these websites: 0 NfrSPACING 24.0" JREF- 1WOW7175Z05 ALPINE:www.elpineltw,com; TR!: wuw.tpinst.org; CA: www,sbclndustry.cam; ICC: www.le.csafe.arg Renewal fi/3U1201$ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - EJ7A ) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) :Lt Stub Wedge 2x4 HF Std/Stud: TC- From 65 plf at -1.00 to 65 plf at 1.85 BC- From 4 plf at -1.00 to 4 plf at 0.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 10 plf at 0.00 to 10 plf at 6.50 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- 34.25 lb Conc. Load at 2.00 DL=6.0 psf. BC- 43.12 lb Conc. Load at 4.00 BC- 102.54 lb Conc. Load at 6.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. R=103 4 f-- 0 /1 11-0-41 J. 1-Z-10 0-7-4 J 10-1-2 V 3X5(G1) III L 1 ' 1-10-3 ›I< 4-7-13 ---•=� l6-6-0 Over 3 Supports 1 R=184 U=13 W=5.5" R=147 Design Crit: IRC2012/TPI-2007(STD) '1 S' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .' 41--:' C06NiF�-. `s�Q OR/-/1/-/-/R/- Scale =.4375"/Ft. Trus: omponentsofOre on 50-)357 2118 ***RI 11IN I.* READ AND FOLLOW ALL NOTES ON THIS DRAWING! <:, 'L REF R7175— 31295 C R ( s [/� 'Q TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT".". FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Trusses require extreme caro in fabricating, handling, shipping, installing and bracing. Refer to and follow P -, _ .- p �"" DL 7.0 PSF DATE 05/17/17 the latest edition of SCSI (Building Component Safety Information, by TPI and YIrCA) for safety practices prior ��.. sin+ ,,,"_, to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otlm,r x, U - ,,0111164 . top chord shall have properly attached structural sheathing and bottom chord shalt have a properly attached it , "1 rigid ceiling. Locations shown for permanent lateral restraint of webs shalt have bracing installed per BCSI�" /�G p �1 BC DL 10 0 PSF DRW CAUSR7175 17137098 to sections 03, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on 05/1 8/20 1/ the Joint Details, unless noted otherwise. Refer to drawings 16DA-Z for standard plate positions. A ���N I ' OREGON BC LL 0.0 PSF CA—ENG JCJ/RTT � ( Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this `� drawing, any failure to build the truss in conformance with ANSI/TP1 1, or for handling, shipping, /@ AN ITWCOMPANY installer on&bracing of tresses. ,_ $ . ' TOT.LD. 42.0 PSF SEQN- 243986 A easel on thea drew) or cover page IIetl tole drawl indicatasas occas LY 9 4,2Q /g n8 ng, pleasrooe of professional engineering _ - __ ,, /� responsibility solely Tar the design shown. The suitability and use of this drawing for any structure is the ]j� - Cy.. DU ry.F A C 1 .15 FROM IKE R3�1 RavanaCircle responsibility of the Building Designer per MIST/TPI 1 See.2. e R AFROM fl information see this ob's general notes page and these web sites: " -' rr Sncramcnto.CA9TS?tl For more 9 l_ SPACING 24.0 JREF- 1WOW7175Z05 ALPINE:www.alpineitw.can; TPI: www.tpinst.arg;bTCA: www.sbclndustry.com; ICC: wwrv.iccsafe.org Renewal 6130!201$ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - EJBA ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC :Lt Stub Wedge 2x4 HF Std/Stud: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 11 11-8-4 4 F--- R=123 U=11 1-10-10 0-7-4A x© 10-1-2 3X5(G1) ID I, 1 ' ,1-= 3-10-3 l — 2-7-13_ 6-6-0 Over 3 Supports >1 R=264 W=5.5" RL=27 R=113 Design Crit: IRC2012/TPI-2007(STD) '01' ¢ Op�5'S'' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .1e •x!.(1401 ."Q, OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon 503'357-2118 "VARNINGI•• READ AND FOLLOW ALL NOTES OR THIS DRAWING! REF 87175- 31296 p u ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow " �cx DL 7.0 PSF DATE 05/17/17 the latest edition of BCSI (Building Component Safety Information, by TNI end wT'CA) for safety practices prior ��!.I ,.w,"" I� to performing these functions. Installersachstructural Snarl provide temporary bracing per BCSI. Unless noted attach de. gat_. top chord snail have properly attached structural sheathing and bottom chord shell have a properly attached /+ rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSIcC DL 10.0 PSF DRW CAUSR7175 17137092 sections 83. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on OS/18/2017 AIII1rIJIII EnoNI the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for•standard plate positions. • III Alpine, a division of ITW Building Components Group Inc. snail not be responsible for any deviation from this OREGON ,''BC LL 0.0 PSF CA-ENG J CJ/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, � AN'INV COMPANY installation E.bracing of trusses. -14Y14_,200 e TOT.LD. 42.0 PSF SEQN- 243961 A seal on this drawing or cover pogo Voting thin drawing, Indicates acceptance of profeselonel engineering i�' __- �1 responsibility solely for the design shown. The suitability and use of this drawing for any structure la the ' ell Tao 4L./... . DU R.FAC. 1 .15 FROM I K E R3 i Ruwina Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento.C\)5$2$ For more information see this job's general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1WOW7175Z05 ALPINE: www.alpineltw.com; TPI: www,tpinst.org;WTCA:www.sbcrndustry,con; ICC: www.lcosefe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - EJ9A ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC :Lt Stub Wedge 2x4 HF Std/Stud: DL=6.O psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. ►d12-4-4 ' R=173 U=22 "� 4 1 2-6-10 0-7-4 J� _.1 10-1-2 4NEMO 3x5(G1) lIl 1 ' 5-10-3 >I..-1 � 1 6-6-0 Over 3 Supports 1{ R=330 W=5.5" RL=38 R=118 Design Crit: I RC2012/TPI-2007(STD) 0C.�''PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 •)`1,44►,GINE' /(y 825 N 4th Ave,Cornelius OR 97113 OR/-/1/-/-/R/- Scale =.4375"/Ft. Components of ' p rt Truss Com Oregon 503 357--118 UNGIS'"READ AND FOLLOW ALL NOTES ON THIS DRAWING!( "IMPORTANT.. FURNISdI THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 1r TC LL 25.0 PSF REF R7175- 31297 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow l rw m.�-, the latest edition of/SCSI (Building C mfronent.Safety Information, by TPI and WTCA) for safety practices prior ��� . "1 -�D L 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, .. 1 00111664,, to chord shall have 1 attached structural sheaths and bottom chord shall have a properly attached s p properly tr P Per y �,^ `C DL 0 0 PSF DRW CAUSR7175 17137091 rigid ceiling. Locations shown for permanent nevi lat..:rat restraint of webs snail have bracing Installed per BC.51 ! i , sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 05/18/2017 l the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A 11n�-N ' OREGON BC LL 0.0 PSF CA-ENG JCJ/RTT 1 1 Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY i nstauat ion&bracing of trusses. 'VLy 14,249.. TOT.LD. 42.0 PSF SEQN- 243962 . A seal en this drawing or cover page listing thin drawing. Indlcetes acceptance of professional engineering ''.y S ., ..., IKE solely for the design sheen. The suitability end use of this drawing for any structure is the {p ell Ta V DU R•FAC. 1 .15 FROM IKE R3�1 RuvaltlCilrle responsibility of the Building Designer per ANSI/TPI I See.2. Gi r W Sacramento,CA 95828 For more information see l`h is jtb s genual notes page and these web sites, Renewal 613012018 SPACING 24.0" JREF- 1WOW7175205 ALPINE:www.alpineltw,com, FPI: wow,tpin::t,org; OTCA: www.shoindustry.com: ICC: www,lccsafe.arg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - SJ1 ) Top chord 2x4 HF #2 120 mph wind, 20.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=67 U=25 M 01, 21-4-11 9 2-5-9 b 0-7-4 Ill 13. MI 4� 19-2-10 4 R=37 3X5(82)(R) III L 1' -1-11-4--->L8"J 2-5-12 Over 3 Supports R=193 W=5.5" RL=55/-28 PROF - Design Crit: IRC2012/TPI-2007(STD) ��� cztss e. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .1 .1 , 06NE' -p•.. OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Orenon (503)357-21 I c °#WARNING!■. READ AND FOLLOW ALL.NOTES ON THIS DRAWING! W 825 N 4th}Ave,Cornelius OR 97113 "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE i►....;TO LL 25.0 PSF REF R7175- 31298 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow Ii. - u,.� '7 DL 7.0 PSF DATE 05/17/17 the latest edition of BCSI (Building Component Safety information, by UNI and WTCA)for safety practices pilar � `0' _ ��-" to performing these functions. Installers shall provide temporary bracing per BC51. Unless attached. ,y,rl „,,,, ` Hated other "04111164 �� top chord shall have properly attached structural sheathing and bottom chord shall have a properly �C D L 10.0 PSF DRW CAUSR7 1 7 5 17137033 rigid ceiling. Locations shown for permanent lateral restraint of wens shall have.bracingInstalled per BCS! a (�I Tf��. sections 83 B7 a B10, as applicable. Apply plates to each face of truss and position ashown above and on 05/18/2017 r I'�l.l l�.rNI the Joint Details, unless noted otherwise. Refer to drawings 180A-Z.for standard plate positions. OREGON ,'IBC LL 0,0 PSF CA-ENG JCJ/RTT ILf' Alpine, a division of ITN Building Components Group Inc. shall not:he responsible for any deviation from this R EGO N drawing any failure to nurld the truss in conformance with ANSI/TPI 1, or for'handling, shipping, AN ITwcoM4R.NY nrtallat,an hinting of trusses. , �y 14 20o`b •-•':...,.; TOT.LD. 42.0 PSF SEAN- 243974 A seal en this drawing or saver page listing this drawing, Indicates acceptance of profmseIonel engineering /+ !/ responsibility solely for the design shorn. The suitability and use of this erasing for any structure Is the ,' d,...'' DU R.FAC. 1 .15 FROM IKE 8351 kOvnn.lCircle responsibility or the Building Designer per ANSI/TF1 1 Seo,2. �y �'a 111Crinic'nlQ. _,495 2$ For more information see this job's general notes pope and these wen sites: Renewal 6/3012018 SPACING 24.0" JREF- 1WOW7175Z05 ALPINE, www.alp ir,e itw,cam; TPI: www.tpinst.org; WTCA: umfwr.sbclndustry,cr�rre; ICC: www.icr_safe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - SJ2 ) Top chord 2x4 HF #2 120 mph wind, 21.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=151 U=55 1 / iii) ?3-4-11 4-5-9 9 I 0-7-4 po d MI11111111111 st,t, 19-2-10 3X5(132)(1) III R=55 U=11 l 1 ' >1*--1-11-4 >< 3-4-0---= 5-1-12 Over 3 Supports >{ R=252 W=5,5" RL=100/-39 E0 PROF Design Crit: IRC2012/TPI-2007(STD) e k'`'rS' . PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01 . o' • A0tN E- ''0'' OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "iARNIWGI•"READ AND FOLLOW ALL NOTES ON THIS DRAWING! �'l 825N 4th Ave,Cornelius OR 97113 "IMPORTANT". FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 7'TC LL 25.0 PSF REF R7175- 31299 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and followLC „.,., the latest edition of CSI (Building Component Safety Information, by TPI and WTCA) for safety practices pilar --� DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, .g top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached .`,1- rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per CSI C 1p�1 ^1 i 3C DL 10.0 PSF DRW CAUSR7175 17137032 ` 1 to sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 05/1 8/20 l./ p _ /W Lk l NJ the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. OREGON F/n/1p1 BC LL 0.0 PSF CA-ENG BFR/RTT lu' Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this O R 1J O N drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, snipping, AN ITW COMPANY installation&bracing of trusses. i/4 �Y 14,20 i/15‹, t�,' TOT.LD. 42.0 PSF SEQN- 238509 A peal on this drawing or cover page listing this drawing. Indlcetee acceptance of professlonel onglneering SS '�_—, responsibility solely for the design shown. The suitability end use of this drawing for any structure le the V 4. DDR,FAC. 1.15 FROM I K E responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 ROViilla Circle _ Sacra1111(0 :A 95828 For more information see this job's general notes page and these web Sites: a newel 6/30/2018 SPACING 24.0" J RE F- 1 WOW7 1 7 5 Z0 5 ALPINE: www.alpineltw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.lcosafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - SJ3 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=43 U=17 4r, 13-3-1 i V`l;0/0 2-5-7 __�._ 0-7-4_74 `l 11-1-2 1 R=35 3X5(82)(R) III 1 ' >L 1-10-3-- 1-11-4 Over 3 Sup orts I-- R=185 'R=185 W=5.5r' RL=47/-37 �- p PROFS Design Crit: IRC2012/TPI-2007(STD) Ss; PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .►.,,, 'Ar,41i(6N F Ip OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon (503)357-21 18 °'1�ARNBNG 1 i°READ AND FOLLOW ALL NOTES ON THIS DRAWING! fa- �� 825 N 4th Ave,Cornelius OR 971 13 **IMPORTANT" FURNISH THIS DRAwiNo To ALL CORMAcroRs INCLUDING THE INSTALLERS. L(/ 83294PE TC LL 25.0 PSF` REF R7175— 31300 busses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow �,�/�',+• D L 7.0 PSF DATE 05/17/17 and WTCA) for safer 10,0,1„. I ,. the latest edition of SCSI (Building Component Safety Information by TPI y practices prior _ -> to performing these have temporary lll�, top chord shall properly attached structural sheathing nbottom cshall properly attached rgdceilingLocations shown for lateralrestraint bracingIntalledperSCSI l C DL 10.0 PSF DRW CAUSR71 75 1 7137040 '�© W 1 sections 83, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on 05/18/2017 Allthe Joint.Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON :`BC L L 0.0 PSF CA—ENG J CJ/RTT II Alpine, a division of ITW Building Components Group inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TP1 1, or for handling, shipping, a�� AN rnm COMPANY installation&bracing of trusses. �V �, o'� TOT.LD. 42.0 PSF -. LY�q,�o �, SEQN— 243978 A seal on thio drawing or cover page listing this drawing, indicators acceptance of professional engineering FROM IKE solely for the design shown. The suitability and use of this drawing for any structure is the ss9 a I)T w M" DU R.FAC. 1 .15 F ROt91 F K E R3�1 Reyna Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ! Tao o n Sacramento,C,�95S2/ For more information see this job's general notes page and these web s res: Renewal 6/30/2018 SPACING 24.0" JREF— 1WOW7175205 ALPINE:www.slptneltw,com; TPI: www.tpinst.org; WTCA: www.sbclntlu stry.com: ICC.: vnnv,lccsefe.arg �7 LV!V THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - SJ4 ) Top chord 2x4 HF #2 120 mph wind, 21.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=114 U=55 0 ., 23-4-9 1 L'l 4-5-7 12 _.__ 0-7-4 a �.A 19-2-10 / omm R=40 U=6 3X5(B2)(R) III L:1 ' ::'--1-÷-1-11-4 2-0-7 >1 .E-3-10-3 Over 3 Supports-w R=235 W=5.5" RL=105/-53 �p PRo4 PLT TYP. Wave Design Crit: lRFT/RT 296(096)47(0) D) 16.01.k�,, 4,iQ�iNek.-Hs''. OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Ore,,on (503)357-''.118 **WARNING!. READ AND FOLLOW ALL NOTES ON THIS DRAWING! �� REF R7175- 31301 825 N 4th,Ave,Cornelius OR 97113 "IMPORTANT". FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, /� I33294FE TC LL 25.0 PSF Trusses require extreme caro in fabricating, handling, shipping, installing and bracing. Refer to and follow 44 Kc~� D L 7 Q PSF DATE 05/17/17 the latest edition of SCSI (Building CcxnparrenT.Safety Information, by TPI and WTCA) for safety practices prior r ,rzr!" ....- . to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, d,.. �.- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached Otillkhk rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI !1 1 V •7 Iv DL 10.0 PSF DRW CAUSR7175 17137039 Tp sections 83 B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 05/1.8/2O 1! ElJ the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard late ^— lu r— g_ p poGrtiens. OREGOI�I BC LL 0.0 PSF CA-ENG JCJ/RTT 1 Alpine, a division of ITw Building Components Group Inc. shall not Uo rasponsiblo for any deviation From this drawing, any Failure to build Che truss in conformanro with ANSI/TPl 1, or for handling, shipping, . AN iTWCOMP4NY instillation R bracing of trusses. ��. SLY 14 2��$ 0S TOT.LD. 42.0 PSF SEQN- 243979 . A Deal on Vile drawing or cover page(luting this erecting, indlcetes acceptance of professional engineering S , - - responsibility solely for the design shown. The suitability end use of this drawing for eny structure Is the !��� �•.. RajI Ruvnna Cirilc responsibility of the Building Designer per ANSI/TPI 1 Sec,2. @ r DU R.FAC. 1.15 FROM I K E Sacramento,CA 95828 For more information see this job's general notes page and these web sites: Renewal 6/34/2018 SPACING 24.0" J R E F- 1 WOW7 1 7 5 Z 05 ALPINE,www.alpineltw.r_om; TPI: waw,tpinst.arg; WTCA:uw,w•sbeindustry.com: ICC: www•Icr_safe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - SJ5 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC :Lt Stub Wedge 2x4 HF Std/Stud: DL=6.O psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=45 U=7 4 r- 0 11-0-4 __/_- 1-2-10 0-7-4 -Ad __� ►� 410-1-2 R=34 3X5(G1) III L 1 ' >L-1-10-3 1-11-4 Over 3 Supports R=167 U=9 W=5.5"-� Design Crit: I RC2012/TPI—2007(STD) , (xlep PPRpoc , PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .' , `�Sj® OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components ofOre. on 50_)3.7'118 °"111ARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI n i 5 w� ,p Z TC LL 25.0 PSF REF R7175— 31302 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 832. 6. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow � „L, D L 7.0 PSF 05/17/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior Pj0,0DATE �. to adermin these(properly. inched-structu al sheathing and bottom chord shall haven ng'inserl atter ed ,.-.„4„, ••,,,,--,:1:—..''•„4 7 .-.�.Y performing Ptemporary g p top chord shall have properly attached g properly attached ' BC DL 10.0 PSF DRIB CAUSR7175 17137097 rlgld ceiing. Loratlons shown For w Nn,, � sect tans 3. 7 or B1 . as appticabte Apply plates to each face of tru3s and position es shown above and on Fi the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 05/18/2017 ALPINE BC LL 0.0 PSF CA—ENG JCJ/RTT Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation From this OREGON EG O N drawing, any Failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. W Min AN ITCOPANY stailatioe&bracing of trusses. TOT.LD. 42.0 PSF S EQN— 243958 A seal on this drawing or cover page listing this drawing, Indicates ocoaptanoe of professional engineering /_ ;/L'1+14,2I" ice responsibility solely flow the design shown. The suitability end use of this drawing for any structure is the i/ responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ..+5, � -.�.�� DUR.FAC. 1.15 FROM IKE 2351 Rovana Circle .•' _ Sacramento,CA 95828 For more. information see this job's general notes page and these web sites: SPACING 24.0" JREF— 1WOW7175Z05 ALPINE:www.alpineitw,com: TPI: www.tpinst.org; wTCA: www.shcindustry.com: ICC: wwa,iccsafe,org Ranawal 6l111N9N1iR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - SJ6 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC :Lt Stub Wedge 2x4 HF Std/Stud: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=104 U=16 1, ` 11-8-4 4 1-10-10 if rilli 0-7-4 I► M1 `l 10-1-2 i R=43 3X5(G1) ill I<1 ' --1-11-4 >I. 2-0-7—>J I.E-3-10-3 Over 3 Supports- R=210 U=7 W=5.5" RL=27 Design Crit: IRC2012/TPI-2007(STD) cR PRop PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .V % n S� OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGI*' READ AND FOLLOW ALL ROTES ON THIS DRAWING! r,� N� C O 825 N 4th Ave,Cornelius OR 97113 ••Ie�oRT .. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. S? (6. , 1. TC LL 25.0 PSF REF R7175- 31303 Trusses require extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow 83294PE the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior "‘C' _ax�'�AF _, �_,..,.,.<a DL 7.0 PSF 05/17/17 to performing ha these Functions Installers shalstructural provide temporary bratom chord per BCSall Unless notedproperly otherwise, ,♦�r BC DL 10.0 PSF DRW top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl , c rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC'' ^` CAUSR7175 17137096 1 Ta sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on //11 ,4 ��� I the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z For standartl plate positions. 05/18/2017 BC LL 0.0 PSF CA-ENG JCJ/RTT I Alpine, a tlivision of ITN Building Components Group Inc. shall not be responsible Tor any deva[ion from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installation&bracing of trusses. �'. t>r TOT.LD. 42.0 SEQN- 243959 A meal on this drawing or cover pegs IINting this drawing, Indicates acceptance of professional engineering 4. 4, - —•------ responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the Y'1O + FROM 8351 Rama Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 08 e II Ta'AN OUR.FAC. 1 .1 5 FROM I'KE Sacramcnto.0 A 95828 For more information see this Jobs general notes page and these web sites: ✓ SPACING 24.0" J R E F- 1 W0W7 1 7 5 Z05 ALPINE:www.olpine itw,com; TP1, www.tpinst.org; PTCA: www.sbclndustry.com; ICC: www.lccsafe.org Panawal Rilnr211$_ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - SJ7 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind IC DL=4.2 psf, wind BC :Lt Stub Wedge 2x4 HF Std/Stud: DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=156 U=23 0-3-11 I + 12-4-4 ` 2-6-10 it ���0-7-4 • ht 10-1-2 r 9 ►. R=103 U=7 4X5(G1) III 1 ' >L-1-11-4 >1{ 4-0-7 f< 5-10-3 Over 3 Supports --> R=228 U=6 W=5.5" RL=38 Design Crit: IRC2012/TPI-2007(STD) '(,���PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1 .' :% . . - `s6j •. OR/-/1/-/-/R/- Scale =.4375"/Ft. •"WNRNINGI"° READ AND FOLLOW ALL MOTES ON THIS DRAWING! C� ,Q y TC L L 2 5.0 PSF REF R7175- 31304 Truss Components of Orenon (503)357-2118 �F 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT'. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. t 832941'E Trusses require extreme care In Fabricating, handling, shipping, Installing and bracing- Refer to and follow A_ � D L 7.0 PSF 05/17/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior (r ..�.�:,/ DATE to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise, Y._..,, ....- p 'e, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC D L 1 0.0 PSF DRUG CAU SR7 1 7 5 17137095 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC I , sections B3. 67 or B10 as applicable. Apply plates to each face of truss and positron as shown above and o 05/18/2017 ��i p r� ^7 ! the Joint Details, unless noted otherwise. Refer to drawings 160A-Z For standard plate positions. VS/I 8I2 V I/ A �,- N BC LL 0.0 PSF CA-ENG JCJ/RTT i ( Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON EG O N drawing, any Failure to build the truss in conformance with ANSI/TPI 1, or For handling, shipping, AN ITW COMPANY i nsta plat len.bracing of tresses. TOT.LD. 42.0 PSF •nc• SEAN- 243960 A Real on this drawing or cover page listing this drawing, Indicetos oacoptence of profoaalonal engineering `ICY 14 20 1v responsiblllty solely for the design shown. The suitability and use of this drawing for any structure is the 8351 Rovana'Circle responsibility of the Building Designer per ANSI/Tel 1 Sec.2. 'ASa ga T�, DU R,FAC. 1.15 F ROM I K E Snc,anlcnlo.CA 9;iI25 For more information see this;obs general notes page and these web sites: SPACING 24.0" J RE F- 1 WOW7 1 7 5 Z05 ALPINE:wwww.alpineltw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.Iccsafe.org Rwnow,oi R/4Ill9(lig THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - SJ8 ) Top chord 2x4 HF #2 120 mph wind, 20.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=31 U=19 I� 0020-10-14 t 12 1-11-12 l 0-7-4 , :I0 19-2-10 WELIN R=36 3X5(82)(R) III 19" 1-4-848"4' 1-11-4 Over 3 Supports R=144 W=5.5" RL=44/-29 .CSO PROlI; . Design Crit: IRC2012/TPI-2007(STD) s;� s's, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.1;4- ij ry e4 /O OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 '•IYARNINGI`• READ AND FOLLON ALL ROTES ON THIS DRAWING! 83294PE 11 w - TC "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THEcINSTARLLERS to and fellow .r'" LL 25.0 PSF REF R7175- 31305 8�5 N 4t Ave,Cornelius OR 97113F.. Trusses require extreme care in fabrcating, handling, shipping, 9 g, m— _. DATE 05/17/17 the latest edition of BCSI (Building Component Safety ',formation, by TPI and WTCA) for Safety procures prior P ..-.^ C DL 7.0 PSF to performing these functions. IAache sirers shall provide sheath temporary bratom chord per acsall Unlesspr noted attached s. .:.nr. top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached ,^-'"`��� rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI 05/18/2017 :C DL 10.0 PSF DRW CAUSR7175 17137054 11 110 sections 53, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and o l�) ! I the Joint Details, unless noted otherwise. Refer to:-72.7.::%:—..:::71='.7,7:7:.„ rawings 16OA-Z for standard plate positions. n OREGON R EGO w' ( I I Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this fl '�l BC LL 0.0 PSF CA-ENG J CJ/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installation s bracing of trusses. 4, 'Iltr 14,2aof, d( TOT,LD. 42.0 PSF SEQN- 243970 . A oaol on this drawing or cover pogo listing this drawing, Indicates acceptance of professional engineering ,v8 responsibility solely for the design shorn. The suitability end use of this drawing for any structure is the v ell_ {•�p DU R.FAC. 1 .15 FROM I K E � - responsibility or the Building Designer per ANSI/TPI 1 Sea.2, R_�I Rovana Circle Sacramento.CA 95528 For more information see this job's general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0" J RE F- 1 W0w7 1 7 5Z05 ALPINE:www.alpineltw.com; TPI: www.tpinst.org;WTCA: www.sbclndustry.com; ICC, www,lccsafe,org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - SJ9 ) Top chord 2x4 HF #2 120 mph wind, 20.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=86 U=42 22-4-14 0-4-15 f /1i/1 3-5-12 i 0-7-4 P5 djummir g 19-2-10 ' --T— sigmlim R=38 "� 3X5(62)(R) III L9"› --1-11-4--=J1-0-12J 2-10-8 Over 3 Supports r- R=185 W=5,5" RL=77/-40 0 PROP Design Crit: IRC2012/TPI-2007(STD) , �c,,�' ---11- `rS . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .1+' I'v e.' �0 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon (503)357-2118 "'WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 31306 c ••iNroRrANr*• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. r; 83294PE VTC LL 25.0 PSF 825 N 4t1T Ave,Cornelius OR 97I 13 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and wTCA) for safety practices prior _ -- C DL 7.0 PSF DATE 05/17/17 to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, , , ,,;a .:... ' top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached (� 7 DRW rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS! 05/18/2017 .0 DL 10.0 PSF CAUSR7175 /7137090 to sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on ,4�llO — 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard pinto positions. OREGONBC LL 0.0 PSF CA-ENG JCJ/RTT Alpine, a division of ITYI Building Components Group Inc. shall not be responsible for any deviation from this drawing, any railure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY inallat ion& � -' bracing of trusses. ' 1 d, 0� >t ''d , • TOT.LD. 42.0 PSF S EQN- 243973 ro . A seal on this dreaming or cover page Ileting thla drawing, Indicates acceptes of professional engineering S LY �' responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the 5 8351 Rovana Circle eli Ta DUR.FAC. 1 .15 FROM IKE responsibility or the Building Designer per ANSI/TPI t See.2. Sacramento.CA95828 For more information see this job's general notes page and these web sites: Renewal 6130/2018 SPACING 24.0" JREF- 1WOW7175Z05 ALPINE,www.alpineltw.com; TPI: www.tpinst.org: WTCA: www.sbcindustry.com; ICC: w wr.icr_safe,org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - SJ9A ) Top chord 2x4 HF #2 120 mph wind, 21.26 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=90 U=42 , ti # 22-4-14 0-4-15 12 3-4-15 b 0-6-7 ra lum 19-3-7 3X5(62).---_ R=39 L---1-1 1-4-----11-0-1 2.1 2-10-8 Over 3 Supports R=120 RL=60/-20 ...... iso PROp Design Crit: IRC2012/TPI-2007(STD) •(+ 4.s PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .•4%.i (TANIE. - IO OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components Of Oregon (503)357-2118 •.WARNBNGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! 83294PE 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 87175=313107 - TC LL 25 0 PSF REF Trusses require extreme care in fabricating, handling, shipping, installingand bracing. Refer to and follow ii `-'"'v �r'' C DL 7.0 PSF DATE 05/17/17 the latest edition of BCSI (Building Component Sgfety Information, by TPI and MITCA) for safety practices pilar . .--•�""" � to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. vr...,,;,.-r.. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI 05/18/2017 :C DL 10.0 PSF DRW CAUSR7175 17137060 fr11 t 18 sections B3, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on A[L01 1 N I � the Joint Details, unless noted otherwise. Refer to drawings 160A-Z Por standard plate positions, OREGON C/v/�pl )) I 1 Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this R EG MY C LL 0.0 PS F CA-ENG JCJ/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1. or For handling, shipping, AN ITW COMPANY installation&bracing of trusses. ,4,(1'-`?a'4Ynii,2O +� TOT.LD! 42.0 PSF SEQN-Ap 243969 • A epi on this y drawsolely or cover pegs listing this drawinsuitability lodlcetoe of this of professional engineering aS.. e n /�,n,� DU R.FAIL. 1 .15 F ROHII IKE responsibility solely for the design sheen. The suitability end use of this draeing for any structure Is the �7 ell 1661 GR�6 8351 R0Vfl6a Circle responsibility of tha Building Designer per ANSI/TPI 1 Sec.2. Sacfatllellt0.CA 95328 For more Information see this job's general notes page and these web sites: Renewal 6130/2018 SPACING 24.0" JREF- 1WOW7175Z05 ALPINE:www.alpineltw.com; TPI: wuw.tpinst.org; INTCA: www,sbclndustry.com; ICC: wmi.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - HR1) Top chord 2x6 HF SS Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 1 plf at -1.42 to 1 plf at 2.42 120 mph wind, 22.37 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 2 plf at 2.42 to 2 plf at 7.42 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC TC- From 1 plf at 7.42 to 1 plf at 9.73 DL=6.0 psf. TC- 67.01 lb Conc. Load at 2.42, 3.02 TC- 96.89 lb Conc. Load at 4.92 Wind loads and reactions based on MWFRS. IC- 151.42 lb Conc. Load at 6.35 TC- 141.45 Pb Conc. Load at 7.42 Trusses to be spaced at 0.0" OC maximum. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. i/ C> 25-4-7 0-6-7 R=2' U=111 7.2 0-7-4 `l 19-2-10 r 2X4(A1) EE 1C1-5-0>1 1 9-8-12 Over 2 Supports R=243 U=73 W=9.167" QED PROp- Design Crit: 1RC2012/TPI-2007(STD) -,.. . `SS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ..,e%L.1► t3+dlilE" i0 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 °°INARNINGI°° READ AND FOLLOW ALL NOTES ON THIS DRANINSI `A 825 1\14th Ave,Cornelius OR 97113 °'I TANT" FURNISH THIS DRAWING TO ALL amaw CTORs INCLUDING THE INSTALLERS. 83294PE ,TC LL 25.0 PSF REF 87175- 31308 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow edition of BCSI (Building C .Hent Safety Information, b TPI and WTCA) for safety DL 7.0 PSF DATE 05/18/17 the latest g Nripr. y y y practices prior •- I to performing these functions. Installers shall provide temporary bracinper BC51. Unless noted otherwise, d,,,,-„,,,•:,:.---- 91 Top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached yuv. DRW CAUSR7175 17138016 040111,4,. rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI05/18/2017 .:C DL 10.0 PSF I X17 sections 63, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on A 11 rS 1 A '� the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG RTT/RTT ' `V, Alpine, a division of ITVY Building Components Group Inc, shall not be responsible for any deviation from this , drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ANITWCOMPANY installation&bracing of trusses. -‘11-......Ly14,z4a` .., , AN TOT.LD. 42.0 PSF SE - 244883 A mal on this dreaing or cover page ItstIng this drawing, Indicates acceptance of professional engineering , responsibility solely for the design shown. The suitability and use of this drawing for any structure is the 1� R35 Rovana Circle respanalblllty of tha Bullding DsspBrrer per AN51/TPI t Sx.2. �'iaa" DUR.FAC. 1 .15 FROM IKE Sacramento,CA 95828 For more information see this jobs general notes page and these web sites: Renewal 6/30/2018 SPACING 0.0" 1 R E F- 1 WOW7 1 7 5 Z05 ALPINE:www.alpineltw,com; TPI: www.tpinst,org; WTCA:www.sbclndustry.com; ICC: www.lccsafe,org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - HR2 ) Top chord 2x6 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 1 plf at -1.58 to 1 plf at 2.72 120 mph wind, 22.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 1 plf at 2.72 to 1 plf at 5.59 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC IC- From 1 plf at 5.59 to 1 plf at 8.27 DL=6.0 psf. TC- 108.30 lb Conc. Load at 2.77 TC- 114.30 lb Conc. Load at 5.38 Wind loads and reactions based on MWFRS. TC- 122.68 lb Conc. Load at 5.59 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. ID 25-4-9 0-6-12 R=194 U=78 6-5-7 8.49 F- A_ 0-7-4 millillimmin 19-2-10 ' 2X4(A1) 2-7-6 L1-7-0 - 1< Over 2 Supports R=160 U=52 W=6.278" ?Ep PRop.. Design Crit: IRC2012/TPI-2007(STD) 4. `SS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .t',0% • GtN e .n �p OR/-/1/-/-/R/- Scale =.375"/Ft. Trus Components of Oregon (503)357-2118 •'IdARININGI'°READ AND FOLLOW ALL MOTES ON THIS DRAWING) " ((j "� a •°IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ' 1/ 83294PE 'P TC LL 25.0 PSF REF 87175- 31309 8�5 TI4t1 Ave,Cornelius OR 97l I3 K , Trusses require extrema caro in ngUCompo en handling, shipping, installing and bracing. Refer to and follow n.- `` D L 7.0 PSF DATE 05/17/17 the latest edition of BCS) (Building Component Safety Information, by TVI and WTCA) for safety practices prior ' "'"-_ -> i to performing these functions. Installer's shall ` p 9 Provide temporary bracing per all Unless noted otherwise. , .._. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,,,r- rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS) 05/18/2017 C DL 10.0 PSF DRW CAUSR7175 17137038 Ta sect.ions B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on J O G 1/ A[L ,IF) N I the Joint Details, unless noted othervrisa. Refer to drawings 760A-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG J CJ/RTT 1 Alpines, a division of ITN Buifcling Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. 1.,, SLY 14,soon eF TOT.LD. 42.0 PSF SEQN- 244008 . A seal on this drawing or cover page Ilsting this drawing, Indicates acceptance of profeBalonel engineeringS1 8® responsibility aalely for the design shown. The suitability a use of this drawing for any structure is the e h DU R.FAC. 1 .15 FROM I KE R:�I ROVflt1FICilClt qC responsibility of the Building Designer per ANSI/TPI 1 Sec.2. *v f1 Ta Sacramento.CA 95828 For more information see this job's general notes page and these web sites: Renewal 6/30/2018 LOADING SEE ABOVE J RE F- 1 WOW7 1 7 5 Z05 ALPINE: www.alpineltw,com; TPI: www.tpinst.org; WTCA: wxw.sbclndustry.cam; ICC: www.lecsafe,arg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - HR3 ) Top chord 2x6 HF #2 120 mph wind, 22.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf. Special loads (Lumber Dur,Fac.=1.15 / Plate Dur.Fac.=1.15) Wind loads and reactions based on MWFRS. IC- From 1 plf at -1.58 to 1 plf at 2.72 TC- From 1 plf at 2.72 to 1 plf at 5.44 Deflection meets L/360 live and L/240 total load. Creep increase TC- 108.30 lb Conc. Load at 2.77 factor for dead load is 1.50. TC- 114,30 lb Conc. Load at 5.38 R=168 U=65 I:I : iii 0-6-12 12 4-5-7 8.49 0-7-4 r.= ►I 4N ' 2X4(A1) 2-7-6 --1L1-7-0� -‹-H--5-5-5 Over 2 Supports -->• R=60 U=12 W=6,278" Design Crit: I RC2012/TPI-2007(STD) ,<<G��®PROFS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.1.0% GANF� .'O . OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2I18 ""IMARNINGI""READ AND FOLLOW ALL MOTES OM THIS DRAWING! ke 825 NI 4th Ave,Cornelius OR 97113 "IMPORTANT" FImNISH THIS DRAWING To ALL CoNTRAciORS INCLUDING THE INSTALLERS. y 83294PE `,TC LL 25.0 PSF REF R7175- 31310 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Rofer to and follow � D L 7.0 PSF DATE 05/17/17 the latest edition of RCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior -,eCe, ye _ 7---1 to performing these Functions. Installers shall provide temporary bracing per KS!. Unless noted otherwise, ,.rrM ." top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,.�r-0?'' �I /'► rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS 05/18/2017 DL 10'0 PSF DRW CAUSR7175 17137078 �7 a T. sections 63, 67 or en, as applicable. Apply plates to each face of truss and position as shown above and on dipc it II 0- - F E the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. OREGON '`. BC L L 0.0 PSF CA-ENG J CJ/RTT IILI' IIL11' ' `vI Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any Failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, , AN INV COMPANY installation&bracing of trusses. 1'. l'!LY14,2o0 TOT.LD. 42.0 PSF SEAN- 244011 A seal on this drawing or cover page listing this drawing, IndIostes acceptance of prefesslonal engineering -- t responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the a Itl T� 8351 Rovnna circle responsibility of the Building Designer per ANSI/TPI 1 See.2. y p DU R.FAC^ 1 .15 FROM I K E sscr+n,eNo.C,495Y28 For more information see this job's general notes page and these web Sites: Renewal 6/30/2018 LOADING SEE ABOVE JREF- 1W0W7175Z05 ALPINE'. www.alpineltw,com; TPI: www.tpinst.org; WTCA: www.sbclndustry,cam; ICC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - HR4 ) Top chord 2x6 HF SS Special loads Bot chord 2x4 HF #11&Bet. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 1 plf at -1.58 to 1 plf at 2.72 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 1 plf at 2.72 to 1 plf at 8.42 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC TC- From 1 plf at 8.42 to 1 plf at 11.10 DL=6.0 psf. TC- 197.54 lb Conc. Load at 2.77 TC- 103.72 lb Conc. Load at 5.38 Wind loads and reactions based on MWFRS. TC- 133.78 lb Conc. Load at 5.59 IC- 155.94 lb Conc. Load at 8.21 Trusses to be spaced at 0.0" OC maximum. TC- 180.64 lb Conc. Load at 8.42 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=358 U=37 1 0 ` 13-0-4 0-5-10 1 2.83 3-2-10 V 0-7-4 ------- 11 -i- wm -� 1 10-1-2 R=268 U=20 3X (Al L-1-7-0 > 2-7-6 8-7-5 > l11-1-3 Over 3 Supports > R=155 U=4 W=7" r Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% 096 /4 0 16.01 . e ( ) ( ) 1•,�!438Ne, •' OR/-/1/-l-/R/- Scale =.4375"/Ft. Truss Components of()re.gon (503)357-21 18 °tUTARNINGI°° READ AND FOLLOW ALL NATES ON THIS DRAWING! REF R7175- 31311 _ 825 Pd 4th Ave,Cornelius OR 97113 **IMPORTANT.' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. n 83294PE TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow -1--DL 7.0 PSF DATE 05/17/17 the latest edition of RCSI (Building Component Safety Information, by TPI and WTCA) forsafety practices prioriv " to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. ,,-- cop chord shall have proper) attached structural sheathing and bottom chord shall have a ..a otilikhk y g pInstaly d per attached DL 10.0 PSF DRW CAUSR7175 17137103 rigid calling. Locations shown for permanent lateral restraint of webs shall have bracingInstalled 05/18/2017 r1 [ to sections 63 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on A II J �E the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON R O BC LL 0.0 PSF CA-ENG J CJ/RTT IILIIT Alpine, a division of ITW Building Components Group Inc. shall not he responsible for any deviation from this fSEG N r drawing, any failure to build the truss in conformance with ANSI/TPI 1 or for handling, shipping AN ITW WMI AN t installation&bracing of trusses. `-.LV 14,20..• 420c e TOT.LD. 42.0 PSF SEQN- 244015 A peel on this drawing or cover pegs listing this dressing, indicetee eoceptonce of profeselonsI engineering responsibility solely for the design shown. wn, The suitability and use of this drawing for any structure Is the ``1S ell T a�7. DU R.FAC, 1 .15 F ROIM I K E 83 1 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 Sec.2. P Sxralncnlo.C:1950 For morn, information see this job's general notes page and these web sites: Renewal6/30/2018 SPACING 0.0" JREF- 1WOW7175Z05 ALPINE:www,alpineltw.com; TPI: www.tpinst.org; YdTCA,www.sbclndustry.com, ICC: www,lecsefe,org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - HR5 ) Top chord 2x6 HF SS Special loads Bot chord 2x4 HF #1&Bet. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 1 plf at -1.58 to 1 plf at 2.72 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 1 plf at 2.72 to 1 plf at 9.07 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC TC- 148.28 lb Conc. Load at 2.77 DL=6.0 psf. TC- 103.72 lb Conc. Load at 5.38 TC- 123.33 lb Conc. Load at 5.59 Wind loads and reactions based on MWFRS. TC- 155.94 lb Conc. Load at 8.21 TC- 173.26 lb Conc. Load at 8.42 Trusses to be spaced at 0.0" OC maximum. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=470 U=54 if --- I`I �-, 12-4-6 0-5-10 ' 2.83 r- ,-�-.,-_�� 2-8-14 r�_ 0-7-4 1 �� 10-1-2 I 1--. R=151 U=11 2X4(A1) L-1-7-0 > 2-7-6 1..c 6-6-15 J 9-0-13 Over 3 Supports • R=158 U=7 W=7" Design Crit: I RC2012/TPI-2007(STD) ¢ED PRo - PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.►R G ..`siS> OR/-/1/-/-/R/- Scale =.4375"/Ft. Trus;ComponentsofOreron '503 157-2118 "WARNING!**READ AND FOLLOW ALL NOTES ON THIS DRANINGI • eta REF R7175- 31312 u **IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97I 13 ,((/ 83294PE 7 Trusses require extreme BCS caro in fabricating, handling, shipping, installing and bracing. Refer to and follow ,� v µ,.ms, DL 7.0 PSF DATE 05/17/17 Hent Safety Information, h TPI and WTCA) for safety practices ler ,,,, ,;00 the latest ng tion of function., (Building Compo y y y p p � to performing these Functions. Installers shall provide temporary bracing per BC51. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 10.0 PSF DRW CAU SR71 7 5 17137093 rigid calling. Locations shown for permanent lateral restraint of webs hall have bracing Installed per BC e ,,,��""'� to sections 83 67 or 1310. es applicable. Apply plates to each face of truss and position as shown above and nnC ttrpy�1 �1 �LIFT- the Joint Details unless noted otherwise. Refer to drawings 780A-Z f standard late positions. 'i 05/1 8�2 01 /� �"N IE gs P pt BC LL 0.0 PSF CA-ENG JCJ/RTT Alpine, a division of LTM Building Components Croup Inc. shall not b responsible for any deviation from this OREGON R EG O►1 drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, fI'Sl CL7 V I�1 AN ITWCOMPAN! installation$bracing of trusses. '10' TOT.LD. 42.0 PSF SE N- 244020 A swol on this drawl ng or cover sego hating this drawing, Indicates acceptance of professional engineer log 0'14,26. responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the 8351 RDvatmaitle responsibility of the Building Designer per ANSI/TPI 1 See.2. .,.5_ � DUR.FAC. 1.15 FRONT lI(E Saclamento.CA95828 For more informatrom see this jobs general notes page and these web sites. e�.� SPACING 0.0" JREF- 1W0W7175Z05 ALPINE: ww.r.alpineltw.com; TPI: www.tpinst.oi-g; WTCA: waw,sbcindustry.com; ICC. www,lccsafe.erg RnngwaI F,f'll/2j1IIR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0517092--FOUR D CONSTRUCTION CO. -GREENSWARD SOUTH LOT 1 -- TIGARD, OR - HR6 ) Top chord 2x6 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) IC- From 1 plf at -1.42 to 1 plf at 2.42 120 mph wind, 21.64 ft mean hgt, ASCE 7-10, CLOSED bldg, Located IC- From 2 plf at 2.42 to 2 plf at 7.29 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC IC- 31.12 lb Conc. Load at 2.42 DL-6.0 psf. IC- 82.78 lb Conc. Load at 3.02 TC- 90.11 lb Conc. Load at 4.92 Wind loads and reactions based on MWFRS. TC- 158.81 lb Conc. Load at 6.35 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 00 73-10-14 ' 0-6-7 R=248 U=86 4-11-12 7.2 P- i, 0-7-4 ►.,11� ;� . 19-2-10 4i 2X4(A1) -- 2-3-8-----I Ll-5-0. - ,< 7-3-8 Over 2 Supports 1 R=129 U=41 W=5.875" Design Crit: IRC2012/TPI-2007(STD) 0 PRO,f- PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . R� _ - ,�., °- 'SS OR/-/1/-/-/R/- Scale =.4375"/Ft. *.M.R NINGI°°READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOTel*on (503)357-21 is 4 4- �► TC LL 25.0 PSF REF R7175— 31313 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow DATE 05/17/17 the latest edition of BM (Building Component Safety Information, by TPI and NI-CA) for safety practices prior - ,�,,.:<:-,....,:,y D L 7.0 PSF to performing these functions. Installers snail provide temporary bracing per 6CSI. Unless noted otherwise. L -•-' top chord shall nave properly attached structural sheathing and bottom chord shall have a properly attached n ,wY .,,.�^w'^f - p C D (` rigid ceiling, Locations shown for permanent lateral restraint of wens shall have bracing Installed per BC" e' - BC DL 10.0 PSF DRW CAUSR7175 17137076 ... sections 63. 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and o f Ali ,[F NE the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions 05/18/2017 BC LL 0.0 PSF CA-ENG JCJ/RTT �= !i Alpine, a division of rrN Building Components Group Inc, shall not be responsible for any deviation from this OREGON R EG©Al drawing, any failure to build the truss ,n conformance with ANSI/TRI 1, or For handling, shipping, I'C i7 Ia6 AN ITWCOMPANY installation&bracing of trusses. ggC, TOT.LD. 42.0 PSF SEQN- 244022 A Beal on this drawing or cover pegs Voting thle drawing, Indicate.eceaptonce of profoeslonel engineering •�� 70•14,204 1f/ ,' 'tI-y FROM IKE solely for the design sheer., The suitability and use of this drawing for any structure Is theDUR,FAC. 1 .15 I KE responsibility of the Building Designer per ANSI/TPI 1 Sec,2. 'sell 8351�Z lVIInEl Circ�d Tavl Sacramento.CA 95828 For more information see this,Jobs general notes page and these web sites: LOADING SEE ABOVE J R E F— 1 WOW7 1 7 5 ZO 5 ALPINE: www,alpineltw.com; TPI: www,tpinst,org; WTCA: www,sbcindustry,com; ICC: www,lccsafe.org gp-'--— fi---- -I11R �; I R Keir - orc_ ing Member > 1,_, 4csIi „ �, -lc ion T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR.) Or T-Reinf, is specified on a truss design but an alternative web L-Reinf'orcerientl or \ reinforcement method is desired. L-Reinf. Apply to either side of web narrow face. , \ Attach with lOd (0.128"x3,0",rein) nails at 6" o.c. Reinforcing member is / Notes: a minimum 80% of web // member length, #V / This detail is only applicable for changing the specified CLR , shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. bid /j�'��- Alternative reinforcement specified in chart below may be conservative, --- For minimum alternative reinforcement, re-run design with appropriate MIN ii reinforcement type. - % T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecemen t Scab Rein-Forcement: Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with 10d (0,128"x3,0",min) nails �`-- 2x6 1 row 2x4 1-2x6 at 6" o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(*) minimum 80% of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(X) Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified / otherwise on Engineer's sealed design. (*) Center scab on wide face of web. Apply (1) scab to each / face of web. fp PRop .//`�` .AG%Ne . . 'p . wwWURNING1ww READ AND FOLLOW ALL NOTES ON TNIS DING TH I V v T C L L PSF REF G L_R S u b s t, waIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE p Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and ,: T� f� .` follow Al',e latest edition of BM (Building Component Safety Information,by TRI and SBCA) for safety �..-.. ,....-------r"- DL PSF DATE 1Vi 0114 practices prior to performing these functions. Installers shalt provide temporary bracing per SCSI. ---------"-"------------ - �/ Unless noted otherwise, top chord shall hove property attached structural sheathing and bottom char.' "”"`. BC DL PSF DR1N'G BRCLBSUB1014 r,:'.- '- "-`'-�`.v„ ,,,, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 05/18/2017 I t shall have bracing Installed per BCSI sections B3, 87 or 870, as nppllcahle. Apply plates to each face /u - l�g \ of truss and position as shown alcove and cn the Joint Details, unless noted otherwise. BC LL PSF L __,J- y \,,� Cr- Refer to drawings 760A-Z for standard plate positions. 05/9859°N �'IT AEpine, n division of ITW Building Components Group Inc. shall not be responsible For any deviation From ct, �' 'TOT. LD. PSF AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1,or sor handling, shipping, Y `VLY�� 2O `f�y Installation & bracing of trusse , A seat on this drawing or cover page listing this drawing, indicates acceptance of professional s$ --. - engineering responsibility solely for the design shown. The suitability and use of this drawing ell tat' DUR, FAC, 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2, Earth City,MO 63045 For more Information see this job's general notes page and these web sites, Renewal 6130/2018 SPACING ALPINE, www.alpineltw.coml TPI, www tpinst.argi SBCA.www.sbcindustry.orgi ICCs www.lccsafe.org �* - i9 - ra. m �� Be -- 0,1 Hip Frame W4X4, Min, --_, / � —� -._ 11 Common • 24"��! _________ Trusses �: 5 Typ'I ___�� - W1:5X3 Typ, `�a , - sigewrimi • ►� e ed Hi �`© o 0 s 11 St pP p �' System Trusses c s s s s t s 2x4 Purlins ellik 2x4 Chords I s s s • Vs„. _I_il Setback, 1 ____//: End Jack "' p �' � Pitched and Sheathed \ �� Chord Area _ '� \�' Hip Frame* NM, • `__�_ -�- -------____------ --.---. _____ _i' B` Bottom Chord -- o- Attach hip frame to flat chords of stepped hips ...----/ W3X4, Miat all overlapping points with 2-10d (0:148'x3") W3X4, Min, Hip Frame, R' common nails, Bottom chord of hip frame to be ___ --- attached to ##1 hip with 10d common (0.148"x3") �� / ,, nails @ 6o.c, maximum spacing.f m l b f ! Hip FrameHip ra e stops at p um . cut o Ii _ /F Jacks to maintain pitch continuity / - j e C 0}� — �/ Hip frame lumber is SPE, So. Pine, HF, - or DEL Standard, Stud grade, or better, / II See Engineer's sealed design for setback, _.----_,lumber, plating, loading, and duration factor required. --/- f R' Hip frame chords may be trimmed up to 2'' to fit. / - - purlins must be intact and property attached, l// H Setback - Stepped Hip l/ System Trusses --- ] Use this detail for; ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt.. Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated, ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Structu • sanels must be properly attached directly Residential, Wind TC DL=4.2 psi, Kzt=1.00 To i.sprPR1. . dins. 4' S`�' ,— _ weWARNINGIaw READ AND FOLLOW ALL NOTES ON THIS DRAWING! r�'VG_ 41 REF HIP FRAME urwIMPORTANTaw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. W v 83294PE 7 Trusses require extreme care in Fabricating, handling, shipping,installing and bracing. Refer to and " follow the latest edition of BCSI <Building Component Safety Information, by TPI and SBCA) For safety ... "'° DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI --------------- _ Unless noted otherwise, top chord shall have properly attached structural sF-,ea thing and bottom chore ,,,e-"T,,,,,,-.. DR yy G HIPFRAME1014 ' ----""` ,µ shalt have a properlyattached rigid ceiling. Locationsshown for ^" f.-- � \� g g. permanent lateral restraint of webs r(� — t shall have bracing Installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face �, 05/18/2017 /� i 1rr-- l 1 of truss and position as shown above and on the Joint Details, unless noted otherwise. L I IJ _ 1 L i Refer to drawings 1604-Z for standard plate positions. 05Pg N Alpine, a division of ITU Building Components Group Inc. shall not be responsible for any deviation from AN 17W COMPANY �J this drawingany failure to build the truss in conformance with ANSI/TPI L, or for handlingsnipping, 'V Q " C installation& bracing of trusse tY 14,20- A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional $9 i engineering responsibility solely for the design shown. The suitability and use of this drawing _Serf Tai 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec•2• 1 Earth City,MO 53045 For more information see this job's general notes page and these web sites ALPINEwww.alpineltw.coml TPI; www.tpinst,orgl SBCA'wwwsbclndustry.org,ICC] www.lccsafe.arg Renewal 6/30/2018 Gable Stud Rein-Forcernent Detail ASCE 7-10: 120 mph in Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, I<zt = 1A0 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure 0, Kzt = 1,00 2x4 ` Brace (1) 1x4 "L' Brace xl (1) 2x4 "L" Brace * (2) 2x4 L' Brace ww (1) 2x6 'L" Brace * (2) 2x6 'L° Brace *w BracingGroupSpecies and Grades: r-- - - " � Gable Vertical No -' — — Spacing Species Grade\ Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Gro0p A:. --�— - - Spruce-Pine-Fir _ Hem-Fir C D_ #1 / #2 4' 10" 8' 2' 8' 6' I 9' 8' 10' 1" I 11' 6' 12' 0' 14' 0" 14' 0' 14' 0' 14' 0' #1 / #2 Standard #2 Stud U J #3 4' 7' 7' 9" 8' 3' 9' 7' 9' 11" 11' 5' 11' 10' 14' 0" 14' 0° 14' 0" 14' 0' #3 Stud #3 Standard CD 1 C Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10" 14' 0' 14' 0" 14' 0' 14' 0' 0 I Standard 4' 7' 6' 7° 7' 0' 8' 10" 9' 5" 11' 5" 11' 10" 13' 10' 14' 0' 14' 0' 14' 0' Bouc�tas Fir-Larch Southern Pinewiww 03 #1 5' 0" 8' 4' 8' 7' 9' 10' 10' 2" 11' 8' 12' 1' 14' 0' 14' 0' 14' 0° 14' 0" _ #3 #3 __ '—'iS #2 4' 10" 8' 2° 8' 6' 9' 8' 10' 1' 11' 6" - 12' 0' 14' 0" 14' 0' 14' 0' 14' 0' Stud Stud _Standard Standard NI #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0" 14' 0' 14' 0" 14' 0' (lJ D - Stud 4' 8" 7' 0" 7' S" 9' 3' 9' 11' 11' 5" 11' 11' 14' 0" 14' 0' 14' 0' 14' 0" _ Standard 4' 7' 6' 2' 6' 7' 8' 2" 8' 9' 11' 1"! 11' 10' 12' 10' 13' 9" 14' 0' 14' 0' Group B U �- ##1 / #2 5' 6" 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9" 14' 0' 14' 0' 14' 0' 14' 0" Hem-Fir #3 5' 3" 9' 3" 9' 9' 10' 11" 11' 4' 13' 0' 13' 7' 14' 0" 14' 0" 14' 0' 14' 0' #1 & Btr U H r __Stud 5' 3" 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7° 14' 0" 14' 0" 14' 0" 14' 0" #1 _1 CU O Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13'' 7' 14' 0" 14' 0' 14' 0" 14' 0" Dou•Ias Fir-Larch Southern Pinewee #1 5' 9' 9' 6° 9' 10'— 11' 3' 11' 8" 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 j p #2 5' 6' 9' 5' 9' 9" _ 11' 1" 11' b' 13' 2" 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 1111111M1111111 #2 _ #3 5' 5" 8' b' 9' 1' 11' 0" 11' 5" 13' 1" 13' 8' 14' 0"• 14' 0" 14' 0' 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board). QJ v— D F'L -Stud 5' 5" 8' 6' 9' 1" 11' 0` 11' 5" — 13' i" 13' 8' 14' 0" 14' 0" 14' 0" 14' 0'_ ,mwFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0° 10' 0" 10' 9' 13' 0' 13' 7' 14' 0' 14' 0" 14' 0' 14' 0" Industrial 45 Stress-Rated Boards, Group B #1 / #2 _ 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' I values nay be used with these .rades. U _ S P #3 5' 9' 10' 2" 10' 7" 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' ~14' 0' 14' 0' 14' 0" Gable Truss Detail Notes: (,__D U _(- Stud 5' 9" 10' 2" 10' 7" 12`' 0' 12' 6" 14' 0' 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Wind Load defler_tion criterion is L/240, O - {_ Standard 5' 9" 9' 4° 9' 11' 12' 0" 12' 6" 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0" Provide uplift connections For 35 pif over X _ #1 6' 4' 10' 6' 10' 10" 12' 4' 12' 10' 14' 0° 14' 0' 14' 0" 14' 0° 14' 0° 14' 0" continuous bearing (5 psi' TC Dead Load), a 5 J #2 6' 1' 10' 4" 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11" 9' 10' 10' 6" 12' 1" 12' 7' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0" 14' 0" with 2' 0" overhang, or 12" plywood overhang. �.{ D F L- Stud 5' 11' 9' 10" 10' 6' 12' 1" 12' 7" 14' 0' 14' 0- 14' 0" 14' 0" 14' 0" 14' 0' Standard 5' 9" 8' 8' 9' 3" 11' 7° 12' 5 14' 0' 14_0" 1 14' 0" 14' 0' 14' 0' 14' 0' Symm Attach 'L' braces with 10d (0.120"x3.0' min) nails. —-------------- - ----- ------------------ About I"� 1 * For (1) "L' bracer space nails at 2' o.c, i i Gable Truss i A I _ in 18" end zones and 4' o.c, between zones, **For (2) 'L" braces: space nails at 3' o.c. Diagonal brace option T In 18" end zones and 6` o.c. between zones. vertical length may be ' I I OC doubled when diagonal 1 18' 414 L' bracing must sae a minimum of 80% of web // member length. brace Is used. Connect L ��` 4 diagonal brace for 335# i "L" ____ = — at each end, Max web I' \ Brace Gable Vertical Plate Sizes total length is 14'. / — r \C1 I / L------.1 ;pE Vertical Length No Splice 2x4 DF-L #2 or L7, \\ Less than 4' 0' 1X4 or 2X3 better diagonal '� IR \, Greater than 4' 0", but 2X4 / less than 11' 6' Vertical length shown brace; single 18" in table above. or double cut + + �� Greater' than 11' 6' 3X } '459 las shown) at L 1 L',_ © ± Refer to common truss design for .::: upper end. N. ■Y Q ��.:-:":"41-- i peak, splice, and heel plates. f f / /Continuous Bearing '• 'i P'"Q Refer to the Building Designer for conditions Connect diagonal /at not addressed by this detail. _midpoint of vertical web. Refer to chart above far rT As • ir• wWWARNINGIwx READ AND FELLOW ALL NOTES ON THIS DRAWING! ,V` ,/� mR ASCE7-10-GAB12015 w.IMPURTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �f 83294PE Trusses require extreme care in fabricating, handling, shipping,instaliing and bracing. Refer to and y,n DATE L 10�01�14 ,,.� follow 'the � iatest edition of SCSI (Building Component Safety Information,by TPI and IBIS)for safety f!1`s�--•-.-,- D "-. practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. �_ ---" Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord ,, DRWG A12015ENC101014 f,,"--. -"�_ TM, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs _I shalt have bracing,Installedper SCSI sections 63, B7 or B10, as applicable. Apply totes to each face 1 lj I I PP PP Y P 05/18/2017 L of truss and position as shown above and on the Joint Details,unless noted otherwise. �_c. _�, i{_ Refer to drowing5 160A-7 for standard plate positions. OREGON ,8t 17 AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible For- any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, 13'.;_5s/�/ oet. , -MAX, TOT, ED. 60 !SF installation& bracing of trusses. LY 14,20 _ A seal on this drawing or cover page listing-this drawing,Indicates acceptance of professional 4.1Z/ engineering responsibility solely for the design shown. The suitability and use of this drawing •. for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec,2, el �� ®° 2a3rP Lakefront Drive For more information see this job's general notes page and these web sites, -- a " CarthC'sty,h106304a ALPINE, www.olpineltw.com} TPI: www.tpinst.org;SBCA: www.sbclndustry.org; ICC, www.iccsafe.org Renewal 6/30/2018 MAX. SPACING G.4.�J • G a lo LcD _ , D e L Far Let-in Verticals Gable Truss Plate Sizes Abut + Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. -", ®Refer to Engineered truss design for peak, „..„,____:, splice, web, and heel plates. (i0If gable vertical plates overlap, use a /, 1 ,,,E) single plate that covers the total area of the overlapped plates to span the web. .'4, --, /0 I 411 Gable ----- P Vertical ..>"'" Example, 2X4 p- - o I I / I ID i,,,HT . Length ' L \t: .. \,. i' -' 2X 4 - ....---- _ i 2X8 / -- "T" Reinforcement Attachment DetaR Reinforcing "T° Reinforcing Member Member .s..,:, --*-- ,,,.,,,,_ -I- Toe-nail - Or - End-nail''''---, >,,--•::: `T1 , , ...S.. --- 6 + To convert from "L" to "T" reinforcing members, multiply 'T" increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail), Attach each "T" reinforcing member with End Driven Nails; Maximum allowable °T' reinforced gable vertical 10d Common (0.148"x 3.",min) Nails at 4' ac. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords, "T° reinforcing member material must match size, Rigid SheathinToenailed Nails, specie, and grade of the 'L° reinforcing member. g 10d Common (0,14 8"x3',min) Toenails at 4" o.c. plus Web Length Increase w/ "T" Brace 1 4 Nails 1 A (4) toenails in the top and bottom chords, A 1"1-' fReinf, "T" 'I' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing . wind load. 2x4 30 % Member - 2x6 20 7 ASCE 7-05 Gable Detail Drawings Example, A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1,00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o,c, SP #3 4' O.C. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, "T° Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T" Brace Increase (From Above) = 307. a 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7" A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum '1- Reinforced Gable Vertical Length 1.30 x 8' 7" = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length] tlY 4 Nails ....._ Ceiling C . 03 PROp,, I.. ,V' S 4r, .. - :I ' ..WARNINGlomi READ AND FOLLOW ALL NOTES ON THIS DRAW ,' . 3„ ING! REF- LET-IN VERT wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Trusses require extreme care in fabricating, handling, shipping,installing and bracing. Refer to and Fot10/01/14 low the latest edition of BCS1 (Building Component Safety Information, by Tel and SBCA) for- safety DATE _.. .. :., ,, ,....---- practices prior to performing these functions, Ti shall provide temporary bracing per BCS1, ,.,,,,.-- , / , Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord' " .-... DRWG GEL - ElLETIN1014 - -N. Thi shall have a properly attached rigid ceiling. Locations shown For permanent lateral restraint of webs ' 2 ---- Zzi lg.) '-: -Ji shall have bracing Installed per BCSI sections BO, 17 or 110, as applicable. Apply plates to each face 05/18/ 017 1 of truss and position as shown above and on the Joint Dd ot etails, unless noteherwise. . OFI1DON ,_ ,„,....._1 _ j- _ [ , Refer to drawings 160A-Z for standard plate positions. 1545a8/1/ Alpine, a division of ITW Buildit,g Components For Group Inc. shall not be responsible any deviation from Cb C AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, ,<0 -VLY 14,20-ft (ce. MAX, TOT, LB, 60 PSPSI'installation & bracing of trusse et , A seal on this drawing or cover page listing this drawing,indicates acceptance of professional e& engineering responsibility solely for the design shown. The suitability and use of this drawing en Tao,' DUR. FAC, ANY 13389Laketl Drive for any structure is-the responsibility of the Building Designer per ANSI/TPI 1 Sec,2, -._,._ .- • ron Earth City,MO 63045 For more Information see this job's general notes page and these web sites, Renewal 6/30/2018 MAX, SPACING 24.0" ALPINE, .w.,,ipinei-tw.co, TPI, www.tpinst.or,g) SBCA0 wrow.sbcinclustry.org, ICC1 www.lccsafe.org ASCE 7-10. 120 mon, 30' Mean Hight, Closed, Exposure C Common Resic>entiaL Cable End Wind Bracing Requirements - Stiffeners 120 mph, 30f t. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30f-t, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5,0 psi, provide a 8x6 stiffback at mid-height and brace stiffbo.ck to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top; Continuous roof sheathing Pot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max; provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, X Optional 2x L-reinforcement attached Nails: 10d box or gun (0.128"x3",min) nails, to stiffback with 10d box or gun (0.128" x 3", min,) nails 8 6" o,c. I I _t_____ / -'- ''' 2X4 Blocking J j/ nailed to 4 ---_,„ ,,45° sheathing and - - za' Max nnneach truss (TYP) \-----Nis------Nis— '' -- ._ T / ___ ''' ____ H k-_ _ __ Ilett �. . . . . . . . • -T,--„___.,____ 2X4 DP-L #2 H/2 or better ' � diagonal brace, _II \ � �` Attach each end \T for 56C#, _J - _� �v �. - .._i �� - - - - [ l -j 1/ - _ - / / / / ntinuous Bearing/ / 7-- / / / / — 2 x 6 #2 stiffback attached to each eke PROp S. Stud w/ (4) 10d box or gun (0,123" X 3", min,) nails. :��'� - GiNs ,d's © wwWARNING1ww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 83294P E "p R k E GE WHALER wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, I Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and ! a �• g, pp g, g �.SSCA) far safety '_ wry' ~ ,,. DATE 10/01/14 %' practices follow epriorstot eperforrmingdition of Cthese SI ullfu ctons. Installers onent shalloprovide temporarryTPI dbrracng per SCSI. d,_.x Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord I, -o — _—'-_� ,M shall have a property attached rigid ceiling, Locations shown For permanent latero! restraint of webs 05/18/2017 DRWG GABRST101014 ,/�n �� 1 shall have bracing installed per SCSI sections B3, B7 or B10, as appllr_able. Apply plates to each face ' "--'--"-------------------'--- - �[' iH;\`t` L____7' of truss and position as shown above and on the Joint Details,unless noted otherwise, OREGON / L N. L Refer to drawings 160A-Z for standard plate positions, �w AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall rot be responsible for any deviation from �_' /4717 OFj ` C this drawing, any failure to build the truss in conformance with ANSI/TPI I, or for handling, shipping, '(j `•- Ir 1'4'2' Q° MAX, TOT, L.D. 60 REF installation & bracing of trusse + A seal on this drawing or cover page listing this drawing,indicates acceptance of professional '' Ii Tan engineering responsibility solely for the design shown. The suitability and use of this drawing for anystructure is the responsibility of the BuildingDesigner =,_,4-'" 13389 Lakefront Drive p y g per ANSI/TPI 1 Sect, Renewal 6130!2018 SPACING Earth City,MO 83045 For more Information see this job's general notes page and these web sites MAX, ALPINE, www.olpineitw.coml TPI:www.tpinst.orgl SBCA; www.sbcindustry.orgj ICC; www.iccsaFe.org