Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans (91)
/4,57;k016„ "- 00/ 6 / 2_1k' 5A) &74-,-4., ' ',, MAR 28 ?R1$ b t rc t s x r.�:. 57 I--6' I 11' I 34• I 4' _N- N z ---- - - I RI�,I , i I A m T �] EJG h SJ1 0 EJ1 - S i©� L m H li II 1 ~II�■SJ2 8 D 1 II ' LG �� Ill �; P 3 I L AtIA . 1 Fr N m EJc -- = EJ 1 c=i LI 1= m — _ LL2 Fir EJG3 � F-- N co L3 I FG1 O r L4 , 4+-6 0 71 EJ1 __ I } cs: z — EJG41= z ro !A, ,_,‘ . . ,, . ,m . , _1l1iEJ2 ,-) , . . , _ m 'pew N I EMIL rfil EJBbrI/.�D► j-�� M4 . Q I-- i„e] -- --.i M3 Al . d 1A' . 1 I- 11 O 1 M1 c� 0 Rik FG1 m OG MG M IIIhh SJ2 1 1 S 2 II : __- __... ___.__— G1 _S1IM2 `' EJG4 n �� -.- I I ^ I I I N L I-6' I 11' I 14'4" I 19'8" 14 +- o Customer: PARR LUMBER-HILLSBORO o W o Desc. : Windwood 2230CE pin lot 3 00 m m CO ADDRESS: verify �- Z Designed by: BILLY BREESE I--- Z N O 0 07 •• Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VOZ7175Z0915084746 Truss Fabricator: Truss Components of Oregon Job Identification: 0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- verify TI GARDA.' PROFF Model Code: I RC ,stik Truss Criteria: I RC2012/TPI-2007(STD) s2 F�+ Engineering Software: Alpine proprietary truss analysis software. Versions 15.02, 15.01. 14656 9 r- Truss Design Loads: Roof - 42 PSF @ 1.15 Duration Floor - N/A IP; Wind - 120 MPH (ASCE 7-10-Closed) Notes: • 'fC 7 10 e`�r/aNw CAk 1. Determination as to the suitability of these truss components for the Renews:12/31/2017 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Details: BRCLBSUB-HI PFRAME- Submitted by CWC 08:46:29 03-15-2016 Reviewer: CWC $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 61514--MG 16075039 03/15/16 39 61552--BG 16075082 03/15/16 2 61515--M 16075040 03/15/16 40 61553--EJG4 16075066 03/15/16 3 61516--M1 16075041 03/15/16 41 61554--E 16075067 03/15/16 4 61517--M2 16075042 03/15/16 42 61555--EJG2 16075068 03/15/16 5 61518--M3 16075088 03/15/16 43 61556--C 16075069 03/15/16 6 61519--M4 16075043 03/15/16 44 61557--EJG3 16075070 03/15/16 7 61520--N 16075044 03/15/16 45 61558--D 16075071 03/15/16 8 61521--N1 16075089 03/15/16 46 61559--DG 16075072 03/15/16 9 61522--L4 16075090 03/15/16 47 61560--F 16075073 03/15/16 10 61523--L3 16075091 03/15/16 48 61561--G 16075074 03/15/16 11 61524--L2 16075087 03/15/16 49 61562--G2 16075075 03/15/16 12 61525--L1 16075086 03/15/16 50 61563--G1 16075076 03/15/16 13 61526--L 16075085 03/15/16 51 61564--SJ1 16075077 03/15/16 14 61527--LG 16075084 03/15/16 52 61565--SJ2 16075078 03/15/16 15 61528--IG 16075045 03/15/16 53 61566--FG1 16075079 03/15/16 16 61529--HG 16075083 03/15/16 17 61530--H 16075080 03/15/16 18 61531--KG 16075046 03/15/16 19 61532--OG 16075047 03/15/16 20 61533--0 16075048 03/15/16 21 61534--01 16075049 03/15/16 22 61535--02 16075050 03/15/16 23 61536--03 16075051 03/15/16 24 61537--PG 16075052 03/15/16 25 61538--P 16075053 03/15/16 26 61539--P1 16075054 03/15/16 27 61540--P2 16075055 03/15/16 28 61541--GG 16075056 03/15/16 29 61542--JG 16075057 03/15/16 30 61543--J 16075058 03/15/16 31 61544--RG 16075059 03/15/16 32 61545--R 16075060 03/15/16 33 61546--EJG 16075061 03/15/16 34 61547--EJ1 16075081 03/15/16 35 61548--A 16075062 03/15/16 36 61549--EJG1 16075063 03/15/16 37 61550--EJ2 16075064 03/15/16 38 61551--B 16075065 03/15/16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSB0RO -Windwood 2230CE pin Iot 3 -- verify TIGARD, ** - MG) Top chord 2x4 HF #2 :B3, T3 2F4 DF-L #2: 2 COMPLETE TRUSSES REQUIRED I 1 : Bot chord 2x6 HF #2 :B3 2x4 HF #2: Webs 2x4 DF-L Std/Stud(g) :W4, W6, W12 2x4 HF #2: Nai I Schedul e:O.120"x3", mi n. nai I s Connectors ingreen lumber Top Chord: 1 Row @12.00" o.c. Connect. (g) designed using NDS/TPI reduction Bot Chord: 1 Row @10.00" o.c. Webs : 1 Row @ 4" o.c. Special loads Use equal spaci ng between rows and stagger nai I s (Lumber Dur.Fac.=1.15 / Plate Our.Fac.=1.15) in each row to avoid splitting. TC- From 72 p f at -2.00 to 72 p f at 5.94 (**) 1 plate(s) require special posi ti oni ng. Refer to TC- From 36 p f at 5.94 to 36 p f at 28.06 scaled plate plot details for special positioning requi rements. TC- From 72 p f at 28.06 to 72 p f at 36.00 BC- From 4 p f at -2.00 to 4 p f at 0.00 120 mph wind, 19.33 ft mean hgt, ASCE 7-10, CLOSED bid Located BC- From 7 p f at 0.00 to 7 p f at 16.48 g, BC- From 7 p f at 16.48 to 7 p f at 28.05 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 p f at 28.05 to 14 p f at 31.54 DL=4.2 psf. BC- From 14 p f at 31.54 to 14 p f at 34.00 Wind loads and reactions based on MWFRS. BC- From 4 p f at 34.00 to 4 p f at 36.00 PLT- 140.92 Ib Conc. Load at ( 5.89,21.25) Calculated horizontal deflection is 0,13" due to live load and 0.18" PLB- 79.05 I b Conc. Load at ( 2.00,18,04) due to dead I oad. PLB- 83.46 I b Conc. Load at ( 4.00,18.04) PLB- 219.53 Ib Conc. Load at ( 6.00,18.04), (8.00,18.04), In Iieu of structural panels use purlins to brace all flat TC @ 24" (10.00,18.04) (12.00,18.04), (14.00,18.04) (16.00,18.04), OC. (18.00,18.54), (20.00,18.54) (22.00,18.54), (24.00,18.54), (26.00,18.54) PLB- 500.45 Ib Conc. Load at (28.05,18.54) Deflection meets L/360 Iive and L/240 total load. Creep increase Calculated verti cal deflection is 0.50" due to live Ioad and 0.68" due factor for dead load is 2.00. to dead load at X = 16-4-0. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [10] W4X12 S 1.25 [11] W3X5 1.75 L 1.25 [16] W3X5 S 3.25 [21] W3X5 3.50 R 1.25 [32] W4X8 5 1.25 3X5= 3X5{11]= 3X5�� 5X5= 1.5X411I 3X5= T3 5X7= 6 T2 W6 T W4 3-3-13 MI 11 ... a 1i 4X8[32] 3X5[21]= 3X5= W12 l � 1 a-o-o / 1.5X4111 4X12[10]= 8X10(**)----. - 6X8=1k B 5X5(A1)= 1. 5X4 111 3X5[16] HI 5-3-4 5-9-8 5-5-0 'I` 5-3-4 'Ir 5519-8 5-9-8 5-11-4 _,J1` 3-4-0 -5-8-1 5-11-4 J, 22-1-8 7-11-4 2° J 16- 5-12 I- 15-0-12 -12_5_8 34-0-0 Over 2 Supports a R=2710 U=195 W=5.5" R=2756 U=176 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 1a QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (5031(357-2118 **WARNI NGI•*READ AND FOLLOW ALL NOTES ON THIS DRAWING! tQt, Ope TCLL 25. PSF 825 N 4th Ave,Cornelius OR 97113 '*I THIS IIpORTANT.• FURNISH I S DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 REF R7175- 61514 Trusses regul re extreme care in fabri toti ng, handling, shipping, Install l ng and bracing. Refer to and follow the latest edition of BCSl (euilding Component Safety Information, by TPI aM wTCA) for safety practices prior r TC DL 1 0.0 PSF DATE 03/1 5/1 6 to performing these Functions. Installers shall provide temporary bracing per BGSI. Unlessonotetl o[herwise •Z.I� 1 46 �› r BC DL 7 0 top chord shall have properly attached structural sheathing and bottom chord shall have a pr pert attached �V rigid Celli ng. Locations shown for permanent Iateral restraint of webs shall have bracin instal lied per BCSI ,4 O�� T• recti ons B3, B7 or B10, as app)i cab)e. Appl y pl ates to each face of truss and position as shown above and on � t r 1 CAUSR7175 16075039 II LDRW ! , the Joint Deta!Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. -'e°� 0.0 PSF CA ENG CWC/CWC I Alpine, a division of ITV IRAIdlrg Components Group Inc. shall not be responsible For any deviation from this BC LL drawl ng, any fah I ore to bui I d the truss I n conformance vel th ANSI/TPI 1, or for handling, shl ppl ng, n'I _,e AN IrweoMPANY Installation R bracing of trusses. v TOT. LD. 42.0 PSF SEAN- 24180 . A seal on this drawing or cover page I i sti ng this drawing, I WI utas acceptance of professional engi neeri ng TFC S- responsl bl I I ty sol el y for the design shawl. The Sul tab!1l ty and use of this drawing for any structure Is the �/� e�W'a, 44� DUR. FAC. 1. 15 FROM BB 8351 Rovana Cvcle Tarpon)bl I I ty of the DUI I dl ng Designer per ANSI/TPI 1 Sec.2. �'/"`WW�.��w Sacramento,CA 95828 For more information see this Job's general notes page and these web sites, S� SPACING 24.0" J REF- 1 VOZ7 1 75209 ALPINE: www.al pi mei tw.Oom; TPI: www.t pl nst.erg; VTCA: www.sbci ndustry.corn; ICC: www.,ccsafe.org Rwnnws•12/71[2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - M) Top chord 2x4 HF #2 :T1 2x4 HF #1&Bet. : 120 mph wind, 19.83 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) :W4, W6, W12, W13 2x4 HF #2: DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member • factors. design. Calculated horizontal deflection is 0.13" due to live load and 0.22" In lieu of structural panels use purlins to brace all flat TC c 24" due to dead load. 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 I oad applied per IRC-12 section 301.5. factor for dead I oad i s 2.00. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [10] W4X12 S 1.25 [11] W3X5 S 1.25 [18] W3X5 S 1.25 [29] W4X8 S 1.25 bXb= 5X5= 3X5[11]= 1.5X4111 3X5= - s 6 T T W6 3X5• ,v, 6 13 4-3-13 _ 4X8[29]• • �— ' 3X5[18]= 3X5-- 1912• ., 18-0-0 1 / 1. 5X4 III 4X12[10]= 6X10 5X5(A2)= H0514--- 1. 5X4 0514=1. 5X4 III 1. 5X4 III IrOJ Z.-o 7-9-8 4-5-0 � 4-3 4 ''r 4-11-4 4-9-8 -I` 4-1 4 —I— 5-4-0112-5- 2 i 2oDI 7-11-4 _I, 18-1-8 ,I, 9-11-4 , 16-5-12 I— 15-0-12 -T` 34-0-0 Over 2 Supports 2-5 R=1606 U=49 W=5.5" R=1638 U=48 W=5.5" RL=92/-92 Desi gn Cri t: I RC201 2/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.00. - D .... QTY: 1 OR/-/1/-/-/R/- Scale =. 1875“/Ft. Truss Components of Oregon (503)357-2118 **WARNING!** READ AND FOLLOW ALL NDTES ON THIS DRAWING! .cs TC LL 25.0 PSF REF R7175- 61515 825 N 4th Ave,Cornelius OR 97113 "I gPORTANT” FURS SH THIS ORM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '\ Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow V 4�e a the latest edi tl on of SCSI (Bul ldi ng Component Safety Information, by TPI and'MCA) for safety practices prior to performing these functions. Installers,hal, ide tem 14659 TC DL 10.0 PSF DATE 03/15/16 p shy temporary tomcing per al ena ps perly attachide, top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached ������y,,��������- rigid cel I 1 ng. Locati ons shown for permanent 1 ateral restral nt of webs shall have bracing installed per BCS! ,iBC DL 7.0 PSF DRW CAUSR71 75 16075040 ,4 O�� sections 83, B7 or 810, as applicable. Apply plates to each face of truss and post ti on as shown above and on II L the Joint 0etalIs, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL O.O PSF CA-ENG CWC/CWC Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any devl ati on from this e,_, a drawl ng, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, v AN ITW COMPANY Installation&bracing of treses. np D �FQ 9g9 TOT. LD. 42.0 PSF SEAN— 24183 A•pool on i 11fy drawl of i ol'ygfoor cover wee I I.tnl ng tthoasul drawl I i ty�nJ use a�Thi s snarl ng foraaal ay strleic�ureee I aDLhe *. it, w�� 8351 Rovana cycle ree5sponsl bl l I ty of the 6u11 dl 8g Designer per ANSI/TPI 1 Sec.2. 3e of /�I/4Uw 614 DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: aI fi Y SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: eww.al pi eel tw.com; TPI: www.tpi nst.org: WTCA: www.sbci ndustry.corn; ICC: www.i ccsafe.org Renews:7213112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - Ml) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: 120 mph wind, 20.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T3 2x4 DF-L #1&Bet. : anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Bot chord 2x4 HF #2 DL=4.2 psf. Webs 2x4 DF-L Std/Stud(g) :W3 2x4 HF Std/Stud: :W4, W5, W9, W10, W11 2x4 HF #2: Wind Ioads and reactions based on MWFRS with additional C&C member desi gn. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Cal cul ated horizontal deflection i s 0.13" due to I i ve I oad and 0.18" due to dead load. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panel s use purlins to brace all flat TC (4, 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 2.00. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 7] W5X7 S 1.25 [20] W3X7 2.25 R 1.25 [27] W4X8 S 1.25 5X5= 1. 5X4111 3X5= H0508= 1.5X4 T2 ° c T 6 3X5 W4 6 1— W5 5-3-13 T3 (a) W11 W9 � i = 4X8[27] / .11,3X7[20]= W101 is 111% 18-0-0 1 5X7[7]= 6X8--m H0514 5X5(A2) 1.5X4 III 1. 5X4 III lc 5-2-14 9 g 4-8-6 - 66--48--142 �� 3-11-47-8 123-9-8 7-7-88 2-3-12FI' -5-8-1 9-11-4 _1, 14-1-8 _1, 11-11-4 ?° J 16-5-12 I— 15-0-128 34-0-0 Over 2 Supports 2-5- R=1606 U=54 W=5.5" R=1638 U=53 W=5.5" RL=108/-108 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.00. 1 • QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Ofr Truss Components of Oregon (503)357-1118 "WARM NGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING! .� Q et_.- REF R7175- 61516 825 N 4th Ave,Cornelius OR 97113 "•I IWORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. '� TC L L 25.0 PSF Trusses regul re extreme care In fabrl cat!ng, handling, shl ppi ng, installing and bracing. Refer to and follow La the latest edition of SCSI (Buil dl ng Component safety Informatl on, by TPI and WTCA) for safety practl cos ri or to performing these functions. Installers shall provide temporary bracing per SCSI. Unlesso,,ted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a pr erly attached �<v 1 TC DL 10 0 PSF 03/15/16 rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI E, ' _/ BC DL DRWECAUSR7175 16075041 ecti ons 83, 87 or 810, as appl l cabl e. A I 7 Q PSF pp y plates to each face of truss and position as shown above and o All I EJ)0 r I I ''• the nt eetai I s, unl es=noted otherw!se. Refer to drawl ngs 160A-Z for standard pl ate pest ti Ons BC LL 0.0 PSF CA-ENG CWC/CWC = I I U I V I Al pi ne, a di vi si on of I W di g Components Group Inc. shal not be responsi bl a for any devi ati on from thi s e drawing, any fall urs to build the truss In conformance wl th ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY !nstal l ati on A bracing of trusses. V . A�seal on this droning or cover peg.listing tbls drawl ng, Iedlutes acceptance of professional engineering 9i �f0.rt t989 Q<i,`' TOT. LD. 42.0 PSF SEAN- 24186 penslblllty solely for the design shoat. The 801tabiIlty and use of't iS draw ng for any structure Is the Q OUR. FAC. 1. 15 FROM BB 8351 Aovana Cycle responal bl I I ty or the&d I dl ng Desi goer per ANSI/TPI , .z. sr,,aN Ow ^�p Sacramento,CA 95828 For more information see this(obis general notes page and these web Ates: Y SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: www.al pi nal tw.Cana TPI: www.tpi nst.org: WTCA: www.sbci naustry.coma ICC: www.I ccsafe.org Renews:12/3182017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - M2) Top chord 2x4 HF #2 :T3 2x4 DF-L #2: 120 mph wind, 20.83 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B2 2x4 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W2, W5 2x4 HF Std/Stud: DL=4.2 psf. :W7, W11, W12 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on desi gn. factors. Cal cul ated hori zontal deflection i s 0.12" due to Iive I oad and 0.16" I n lieu of structural panel s use purlins to brace all flat TC @ 24" due to dead load. OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHI FT BITE [ 8] W5X7 S 1.25 [28] W4X8 S 1.25 5X5= 5X5 -- 1. 5X4 X5=1. 5X4 III T3 u c 3X5 1. 5X4 III W5 ,,. 6 W7 6 6-3-13 W2 � W12 �' _ _ 28] —g B2 4X5(R)/// W11 w r- 4_18-0-0 1 / 1. 5X4 III 5X7[8]= 8X8= 5X10= 5X5(A2)= 3X5= 1. 5X4 III 1. 5X4 III b-2-14 -8-6 556-1012 4-8-4 5-8-12 5-8-124-8-14 9-4-0 4-10-10 _12_5=82J 1� '12-0-0 11-11-4 —I, 10-1-8 ,I, 13-11-4 J_ _, 16-5-12 I— 15-0-12 —I2-5-8 34-0-0 Over 2 Supports R=1638 U=59 W=5.5" R=1671 U=58 W=5.5" RL=124/-124 Desi gn Cri t: I RC201 2/TPI -2007(STD) PLT TYP. Wave FT/RT=2%D(O%)/4(0) 15.02.00. 1 01' ' QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon ((503)357-4118 **WARN/NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! t�, D QA6 TC LL . 25.0 PSF REF R7175 61517 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses regi re extreme care I n fabri cats ng, handl I ng, sill pp!ng, I nstal I Ing and brad ng. Refer to and fop)i o � °F�• TC DL 10.0 PSF DATE 03/15/16 the latest edl ti on of BCSI (Building Component Safety Information, by TPI and WBCA) for safety prod)cer 1 48 59 -r to performing these fundi ons. Installers shall provide temporary bract ng per BCSI. Unless noted otherwl se, ems. d0. _1 top chord shall have properly attached structural sheathI ng and bottom chord shall have a properly attached ` �������W. odiihk rigid cei I I ng. Locatl ons Shown for permanent I ateral restraint of webs shat I have brad ng I nstal I ed per BCSI to t7/1e•^= BC DL 7.0 PSF DM CAUSR7175 16075042 ,4 tillsections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the BC LL 0.0 PSF CA-ENG CWC/CWC I i mint Details, unless noted otherwise. Refer to drawings 160A-�for standard plate positions.AI pi nes a di vi SI on of I TW Bui I di ng Components Group Inc. shat I not be responsi bl a for any devi ati on from th1 s s drawing, any fol lure to but I the truss In conformance with ANSI/TPI 1, or for handl I ng, shipping, AN ITW COMPANY i nstal l at!on A brad ng of trusses 9 ,FC Z,X90 iv`f TOT. LD. 42.0 PSF SEAN- 24188 A seal on thl s drawl ng or cover pegs II sti ng till s drawl ng I ndi ceteC acceptance of profess)Deal .091 mitering reaponslblllty solely for the design shown. The sultab)ng, and use of this drawing for any structure Is the /Wl4 C�'►„sr DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl b1 I I ty of the Sul I dl ng Des1 finer per ANSI/TRI 1 Sec.2. Sacramento,CA 95828 For more nfornati on see thl s,ob.s general notes page and these web si tes: SPACI NG 24.0" JREF- 1VOZ7175Z09 ALP/NE: www.al pi neiltw.con. WI: www.tpl nst.org: WTCA: www.sbcl ndustry.con. ICC: wwwi ccsafe.org Renews:12131/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - M3) Top chord 2x4 HF #2 :T3 2x4 DF-L #1&Bet.: 120 mph wind, 21.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF #2 :W1, W5, W9 2x4 DF-L Std/Stud(g): DL=4.2 psf. :W3, W4, W6, W10 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Connectors i n green I umber (g) desi gned usi ng NDS/TPI reduction desi gn. • factors. Cal cul ated hori zontal defl ecti on i s 0.14" due to I i ve I oad and 0.18" In lieu of structural panels use purlins to brace all flat TC @ 24" due to dead load. OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total Ioad. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [ 8] W3X12 3.00 L 1.25 [21] W4X5 S 1.25 [28] W4X8 2.08 R 1.25 1.5X4 III 5X7= 5X5= T 0 15 4X5[21] 3X5 1. 5X4 III W3 W4 Wb /.. 6 , - 7-3-13 W10 � 6 W1 2.62 . e =! i; 3X5= 18-0 0 •••••,0% 1. 5X4 III 3X12[8]= 5X10==- 5X5(A2) X10=5X5(A2) 8X8- 1. 5X4 Ill L O 1.5X4 III 4X8[28] 1.2,713-11 7-2-14 + 66 68-6 10 2,.. ..-4-12... 14 3-8-12 12 7-6-6 5-10-7I_ J, 7-6569 1 I152-5--82- 13-11-4 6-1-8 ?o J L ,1, 15-11-4 16-5-12 I 15-0-12 12_5-8I 34-0-0 Over 2 Supports R=1697 U=63 W=5.5" R=1731 U=63 W=5.5" RL=140/-140 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. p11bfi TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! F TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••'(PORTANT•• FURNI SH Till 5 DRAWING TO ALL CONTRACTORS I NCLUDI NG THE 1 NSTALLERS. ��``� ,eser- �� REF R7175- 61518 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow y it - the latest edition of BCSI (Building Component safety Information, by TPI and WACA) for safety practices prior c.. 14659 9 TC DL 1 0.0 PSF DATE 03/15/16 Ta to performing these functions. Installers shall Provide temporary bracing per BCSI. Unless noted otherwise. `.. [op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ���Wi�j BC DL 7.0 PSF rl gi d cel I i ng. Ectad ons shown for permanent I ateral estral nt of webs shat I have brad ng I nstal I ed per BCSI t DRW CAUSR71 75 16075088 ,4 �O`� sections B3, B7 or B10, as applicable. Apply plates to each Face of truss and position as shown above and on 1 All J 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for=andard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC Al pi ne, a di vi sl on of I TW Bul!di ng Components Group Inc. shat I not be responsi bl a for any devi atl on from thl s 11;:, --s' drawing, any Tal lure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, shl ppl ng, v AN ITW COMPANY i nsta!I atl on R brad ng of trusses. ,9 'FC 71 OPQ� TOT. LD, 42.0 PSF SEAN- 24190 . A seal on thl s drawl ng or cover paps 1 I std ng this arced no, I nal Ates acceptance of profess'ons/ ental mewl noA. responsl bill ty solely for the des/tan shown. The sul tab/II ty and use of this drawl ng for any structure Is the 8351 Rovana Circlerespons!bi Il ty of the eun dl no Designer per ANSI/TPI 1 Sec.2. Ti4Nw.6 DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see this j ob•s general notes page and these web sI tes: ALPINE: ww.al pl ne!tw.coo: TPI:www.tpi nst.org: WTCA: www sbci ndustry.coo, ICC www.I ccsafe.org Renews:12/31/2017 SPAC I NG 24.0" J REF— 1 VOZ7175 Z09 w THI 5 DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - M4) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: 120 mph wind, 21.83 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 DF-L Std/Stud(g): DL=4.2 psf. Connectors i n green lumber (g) desi gned usi ng NDS/TPI reducti on Wind I oads and reacti ons based on MWFRS with additional C&C member factors. desi gn. (a) #3 or better scab rei nforcement. Same si ze & 80% I enth of web I n Iieu of structural panels use purlins to brace all flat TC @ 24" member. Attach with 10d Box or Gun nails (0.128"x3",min.) w 6" OC. 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 load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 6X6= 5X7(R) III 3X5 ' 3X5 r 3X5 T 3X5 \\\\\\\\\\\\\\4 %p..._ -10°' '1°:.'. :%41%1%1\ 8-3-13 1.5X4 III 3X5 1.5X4 III 3X10(B3)= 3X10(B3) -- 5X12==- L2' X12=L2' .1 L2, I.` 8-2-14 o` 7-8-6 o 2-1-8+ 7-8-6 + 8-2-14 15-11-4 2-1-8 L ,I— ,I, 15-11-4 J Fc 34-0-0 Over 2 Supports R=1773 U=69 W=5.5" R=1773 U=69 W=5.5" RL=155/-155 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(Q%)/4(0) 15.02.00. 1 QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-_118 w•WARNINGI..READ AND FOLLOW ALL NOTES ONTHISDRAWING! t'Qsb� •OFF TC LL 25.0 PSF REF R7175- 61519 825 N 4th Ave,Cornelius OR 97113 •'IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �` Trusses require extreme care In fabricating, handl ing, shipping, Installing and bracing. Refer to and follow �1N. TC DL 10.0 PSF DATE 03/15/16 the latest eqi ties of emeI care lest Component Safety Information, by TPI and WTCSI for safety practices p I ,.- O to performing these functions. Installers shall provide temporary bracing per SCalI Una ess pronper!y attached 17 r CADSR7175 16075043 top chord shall have properly atInstal structural sheathing and bottom chord snail have a proper! atherwls 4 59 Te rigid colli ng. Locations shorn for permanent lateral restraint of webs shall have bracing installed per BCSI All sections B3, 137 or B10, as app''cable. Apply plates to each face of truss and position as shown above and on 1 J,A11164 ���WWW...FF� BC DL 7.0 PSF DRW A I' LE 1 I I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions BC LL 0.0 PSF CA-ENG CWC/CWC \�11 I Al pi ne, a di vi si on of 1 TW Bui I di ng Components Group Inc. shat I not be responsi bI a for any devi ati on from thi s drawing, any failure to build the truss In conformance wl th ANSI/TPI 1, or for handling, shl poi ng, ♦,;, ., AN ITW COMPANY metal ati on s braci ng of tresses. v TOT. LD. 42.0 PSF SEAN- 24195 . Aseal on till s drawl ng or Cover page 11 stl ng thl s drawl ng, I ndt l cotes acceptance of profess'ons' eng1 n..rl ng AE o9 purl bill ty sol el y for the deal gn shown. The Sul tail 1I ty and use of Chi s drawl ng for any structure I s the 9� ' `'7+�9 Q.44� OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle �uuPI b111 ty or the Boll dl rp Designer per AN51/TPI 1 Sec.Z. Sacramento,CA 95828 For more Information see this job's general notes page and these web sl tee: �'4N w•CO'Q SPACING 24.0" JREF- 1VOZ7175Z09 ALPINE: www.al pi mei tw.con; TPI: www.tpi net.org: WTCA: www.sbci ndustry.con: ICC: www.I ccsafe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - N) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: :T3 2x4 DF-L #2: 120 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1, W5 2x4 DF-L Std/Stud(g): DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member factors. design. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive 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 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5(R1)• Di 3X5 T 3X5 3X5. 6 r- 8-10-3 6 W1 W5 T3 3X7(B1)= =1.5X4 III 3X7 1. 5X4 III ,."111 3X5= 5X5(A2) L2'.1 8-9-4 l< 8-2-12 + 8-2-12c 8-9-4 17-0-0 17-0-0 34-0-0 Over 2 Supports R=1462 U=56 R=1628 U=73 W=5.5" RL=152/-144 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.02.00. 1 QTY: OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGI**READ AND FOLLOW ALL NOTES ON TH1S DRAINING! likt, *OFF REF R7175- 61520 825 N 4th Ave,Cornelius OR 97113 **I YPONTAN T• FURNISH THI S DRAWING TO ALL CONTRACTORS I NCWDI NG THE INSTALLERS. 4� TC LL 25.0 PSF Trusses regal re extreme care In fabricating, handling, shlppi ng, installing and bracing. Refer to and follow ,A,`7.\ ��W the latest edition of BCSI cBuiIding Component safety Information, by TPI and WTCA, for safety practices prior VV TC DL 10.0 PSF DATE 03/15/16 to performs ng these ons. InstelIers snarl provide temporary brad ng per BCSI. Unlaess proper! attached x• 14659 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached x• rigid cei l I ng. Locatl ons shown for permanent lateral restral nt of webs Shall have bracing t nstalled per BCSI �,�,����y.���a����� BC DL 7.0 PSF DRW CAUSR7175 16075044 ,4 L��O s sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 1141.00M, 141.0 BC I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. LL 0.0 PSF CA-ENG CWC/CWC Al pi ne, a dl vi sl on of ITN Bul!di ng Components Group Inc. shat I not be respond bl a for any devi ati on from thi s drawl ng, any failure to but I the truss In conformance with ANSI/TPI 1, or for handl l ng, shl ppl ng, .,;, _.. AN ITW COMPANY instal Iatt on R bracing of trusses. v TOT. LD. 42.0 PSF SEQN- 24197 . reseal on thin drawl rag or cover page I I stl till a draws I ndl cense acceptance of rofessl one' e 1 neer' *F �9 re bent "gC, 9 pone y sol for the design or pe The TPIt1bSec.2 and use of this drawl ng for any structure Isnihe /S�, 7� ft OUR. FAC. 1. 1 5 FROM BB 8351 Raving Circle respond bill ty of the But 1 dl ng Desi goer per ANSI/TPI 1 Sec.2. /4N�*��w Sacramento,CA 95828 For more I nformatl on see this Job.s general notes page and these web sites: 1� ALPINE: ,yea alpinettw.con; TPI:wuw.tpinst.org; arCA: www.sbcindustry.con: IGC. www.iccsafe.erg SPACI NG 24.0" JREF- 1VOZ7175ZO9 RoRowc:t 2,3112017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - Ni) Top chord 2x4 HF #1&Bet. 120 mph wind, 22.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1, W5 2x4 DF-L Std/Stud(g): DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reactions based on MWFRS wi th additional C&C member factors. design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X5(R1)4i re► 7- 3X5*- 3X56 6 6 8-10-3 W1 W5 11 m $ 18-0-0 3X7(B1)= 1.5X4 III 3X7= 1. 5X4 III 3X7(B1) 3X5= 8-9-4 + 8-2-12 I< 8-2-12 8-9-4 17-0-0 17-0-0 Fc 34-0-0 Over 2 Supports R=1468 U=64 R=1468 U=64 RL=132/-132 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. -11.1.4.D18R0 Y:6 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 •"WARNINGI••READ AND FDLLDWALL NOTES ONTHIS DRAWING! —.SILT REF R7175— 61521 _ 825N4th Ave,Cornelius OR97113 ••IWpDRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. fla.704161r$11"..- w TC LL 25.0 PSFTrusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow 441 4e C 9�� the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA)for safety practices errorCC V 65 TC DL 1 0.0 PSF 03/15/16 T.,411164 . to performing these functions. Installers shall provide temporary bract ng per BCS1. Unless noted otherwise, DATE top chord shall have properly attached structural sheathi ng and bottom chord shall have a properly attached e , rigid cei I i ng. Locati ons shown for permanent I ateral rostral nt of webs shat I have bracing I natal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16075089 Ail sections B3, B7 or B10, as applicable. Apply Plates to each face of truss and position as shown above and o A II I QAI I I i the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL ILI, ' \SII 1 Al pi ne, a di vi si on of ITN Bui I di ng Components Group Inc. shat I not be responsi bl a for any devi at on from thi s is -• 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handl l ng, shl epi ng, •�/ AN ITWCOMPANY Installation&bracing of trusses. .9, 'ftpAOttv TOT. LD. 42.0 PSF SEON- 24199 Asea) this drawl ng or rover page I I stl ng thin drew'ngI ndl u cedes acceptance of profess1 onal engl neer,n pons)bl l l ty sol el y for the des)gn shown. The sul tab)I I ty and use of this drawl ng for any structure I stQ he Q 8351 Rovana Circle reaponsl bill ty of the Boll dl ng Designer per ANSI/Tel 1 Son.2. `�T/A ��NW,CiDU R. FAC. 1. 15 FROM B B Sacramento,CA 95828 For more i nformatl on see this j ob.s general notes page and these web sites: SPACING 24.0' ALPINE: www.al pineltw.com; TPI; www.tpi nst.or, WTCA: www.sbclndustry.COM: ICC'. WNW.I ccsafe.org Renews:12I31I2017 J REF- 1 VOZ7 1 7 5209 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - L4) Top chord 2x4 HF #1&Bet. :T2 2x4 HF #2: 120 mph wind, 22.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x4 HF #2 :W1, W7 2x4 DF-L Std/Stud(g): DL=4.2 psf. Connectors i n green lumber (g) desi gned usi ng NDS/TPI reducti on Wi nd loads and reacti ons based on MWFRS with additional C&C member factors. design. (a) #3 or better scab rei nforcement. Same si ze & 80% I enth of web I n lieu of structural panels use purlins to brace all fl at TC @ 24" member. Attach with 10d Box or Gun nails (0.128"x3",min.} c 6" OC. 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 load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 6X6= 6X6= T2 3X5 3X5 6 r "'Alp r 6 8-3-13 •W1 \\\\ )\\\\\\\\ ''��JP(a) W7 e 9 + 18-0-0 1 3X10(B3)= 1. 5X4 III 3X5= 1. 5X4 III 3X10(B3) 5X12= 8-2-14 + 7-8-6 >1 2-1-8+ 7-8-6 '' 8-2-14 15 11-4 2-1-8 L J, J. 15-11-4 J krz 34-0-0 Over 2 Supports R=1635 U=61 R=1635 U=61 RL=123/-123 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 01BROpE, TY: 1 OR/—/1/—/—/R/— Scale =. 1875"/Ft. TlussComponen,Cornelius (5031357-^.118 '•WARNING!••READ AND FOLLOW ALL NOTES ON THIS DRAWING! S C REF R7175— 61522 825 N 4th Ave,COi11el1US OR 97113 Trusses requl re)extreme i naffaabri call ng, handdll I ng,NG TO ALL COMPACTORS poi n I nnsssal I I ng aI SCUMS nd bract THE I ng. Re to and fol I ow (TALLERS. 7/. LA Y TC LL 25.0 PSF the latest edition of BCS! (Building Component safety Infermation, by Tpl and WTCA)for safety practices prior ee4�.'. 14659 9 9 TC DL 10.0 PSF DATE 03/15/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, `. r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ���� rigid cel I I ng. Locati ons shown for permanent I ateral o eachi nt of webs shat I have bract ng Instal I ad per BGS! ft6rta-" "' CAUSR7175 16075090 ,4 L��� 1 sections a3 B/or 610 as applicable. Apply plates to each face of truss antl position as shown above and on BC DL 7 0 PSF DRW I roe Jeint petals, unlesa noted othe wise. Refer to drawings t6oA-z far standard plate peaitiens. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any devl ati on from this " -W. drawing, any fal lure to build the truss In conformance with ANSI/TPI t, or for handling, shl poi ng, V on X braci ng of AN ITWCCIMPANY Ansnoellon thin drawl ng or eeu.res.pegs IlSting this drawl ng, Indlutes acceptance of profeaslonsl engineerllp 9/s1 �fC 7,1e�9QQ�►�' _ TOT. LD. 42.0 PSF SEQN- 24202 responsi bill ty solely for the des'gn shown. The sul tabl l lty and use of this drawl ng for any structure Is the T/qNW.CN DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi bl l l ty of the Bill l di rig 0e51 gner per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more informed on see this job's general notes page and these web sites; ALPINE: www.a1 pi mel tw.con; TPI:www.tpi nst.erg; WTCA: www.sbcIndustry.coin; ICC: wwwi ccsafe.erg Renews:12/31/2017 SPAC I NG 24.0" J REF- 1 VOZ7175Z09 TNIs DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - L3) Top chord 2x4 HF #2 120 mph wind, 21.83 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF #2 :W1, W7 2x4 DF-L Std/Stud(g): DL=4.2 psf. :W3, W5 2x4 HF Std/Stud: Wind loads and reactions based on MFRS with additional C&C member Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on desi gn. factors. In Iieu of structural panels use purlins to brace all flat TC @ 24" member.a #3or Atttacher withab 10deBoxooreGuntnailse(0.128&x3“,min.) @ 6f Oweb C. OC. chordno Deflection meets L/360 live and L/240 total load. Creep increase IIoadom applied percked IRC-12rsecctiion00psf 301.5n-concurrent bottom chord live factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5= 5X5= V. , 3X5 44•j4I,, 3X5 6 r W3 Ca),,,b0 6 7-3-13 W1 ,I,,1 t..A W7 i► B r m W fl -.I O 18-0-0 1 5X5(A2)= 1. 5X4 III 3X5= 3X5= 1.5X4 III 5X5(A2)'-=- 3X7==- I.` 3X7= 7-2-14 6-8-6 >f 6-1-8 >I< 6-8-6 7-2-14 13-11-4 J, 6-1-8 J, 13-11-4 J 34-0-0 Over 2 Supports R=1575 U=57 R=1575 U=57 RL=108/-108 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(o%)/4(0) 15.02.00. 01 SRO. TY: 1 OR/-/1/-/-/R/- Scale =. 1875“/Ft. Truss Components of Oregon (503)357-2118 **WARN/NGI** READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 61523 825 N 4th Ave,Cornelius 0R 97113 •=1 NpORTANT” FURNISH THIS DRAWING TO ALL cONrRACTORS INCLUDING THE INSTALLERS. �5� "`��� TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow ,/s- the latest edltlon of BCS! (8ullding Component safety Information, by TPI and WIC/0 for safety practices prior Q4. 1 48 59 9 • TC DL 1 0.0 PSF DATE 03/15/16 to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Vnl essonnoted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a r erly attached ����� rigid ceiling. Locations shown for permanent lateral restraint of webs shell have brad ngpl nstal l bad per BCSI Aa,ablg-. -I BC DL 7.0 PSF DRW CAUSR7175 16075091 Arl 1 O`�N Ta sections 63, ai or unl as applicable. Apply plates to each face of fortrusstand position as shown above and on II L J I the lolnt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate pn=Itlons. BC LL I Al pine, a di yl si on of I TW Sul I dl ng Components Group Inc. shat 1 not be respond bi a for any devi atl on from thi s .-, .. 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to build the truss In conformance wl th ANSI/TPI 1, or for handling, shipping, V AN ITW OMRCNY installation a bracing of trusses. 9 'F0 7 1I3% ee, TOT. LD. 42.0 PSF SEAN- 24205 reseal on this drawl Iv or cover page I 1 sting this drawl ng, I ndi rates acceptance of profess)onal wogi neer!ng �S Q ponsi bl l l ty solely for the design er per The sAIt1 Secy and use of t Ie drawing for any structure Is the "Or w.C PQ OUR. FAC. 1. 15 FROM BB 8351 Rovana Cvcle respond b1llty of the eulldllg Desi goer per ANs1/TPI 1 See.z. Sacramento,CA 95828 For more Information a thi s j ob.s general notes page and these web sl tee: SPACI NG 24.0'I J REF- 1 VOZ7175Z09 ALP/NE: www.al pl nei tw.come TPI: www.tpl nst.org; WICA: www.sbci ndustry.coin: ICC: www.i ccsafe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - L2) Top chord 2x4 HF #2 120 mph wind, 21.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W2, W7 2x4 HF #2: DL=4.2 psf. :W4, W5 2x4 HF Std/Stud: Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction design. factors. In Iieu of structural panel s use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. I oad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, factor for dead load is 2.00. • Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. • • 5X5= 3X5= 5X5= 1. 5X4\\\ 1.58 6 lr \NIIX4 6 6-3-13 JI Y Y Y `1, a 18-0-0 _L 5X5(A2)= 3X5= 3X5= 3X5=- 3X5 3X5 5X5(A2)= L 6-2-14 5-8-6 _i_ 5-0-12 J_ 5-0-12 5-8-6 6-2-14 7-1-8 i 6-7-0 i 6-7-0 i 6-7-0 i 7-1-8 I, 11-11-4 ,I, 10-1-8 I 11-11-4 J 34-0-0 Over 2 Supports >1 R=1516 U=53 R=1516 U=53 RL=92/-92 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=26/6(06/6)/4(0) 15.02.00. 1 QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-:118 **WARNING!" READ AND roust ALL NOTES ON THIS DRAWING! tiaS -04 TC LL 25.0 PSF REF R7175 61524 825 N 4th Ave,Cornelius OR 97113 "!!PORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care I n fabri cati ng, handl I ng, shi ppl ng. I nstal l l ng and bran ng. Refer to and fol I ow Iyr\S TC DL 10.0 PSF DATE 03/15/16 the Latest edi tl on of BCS' (Building Component Safety Informati On, by TPI and WICA) for safety practices prior V r �� to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted attach se, 14659 '9 r top chord shall have properly attached structural sheath)ng and bottom chord shall have a proper) attached �; d cot I I n Coati nn=shown fori n y BC DL 7.0 PSF DRW CAUSR7175 16075087 r gig permanent Iateral rostral nt of webs shall have bracing i stalled per BC 51 p i sections 63, BT or B10, as aopplicabl e. Apply plates to each face of truss and posPti on shown above and on t J 11 N I the Joint 6etai Ins,0, unless n tetl otherwise. Refer to drawings:ones,: for standard late Iti ons. I Alpine, a division of ITW Bulitling Canponents Group Inc. shall not be responsble for any deviation frnm this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fall tire to bui L d the truss I n conformance with ANSI/TPI 1, or for handl l ng, shipping, ■:=-•'■ AN ITW COMPANY Installation a bracing of trusses. q v TOT. LD. 42.0 PSF SEQN- 24207 A seal e l s bl l l ty sodrawl ygor t'or cthe over d051 ge Ih000. this thi ssdrawl rt GIIpI l tyand`uses of this drawingtance of for enyhstroeettunneee S ng the 9/ 'fC 7,1q6 N' 8351 Rovana Circle rfeesponsl bl l l ty of the 0011 d'ng 0051 gn.r per ANSI/IPI 1 Sec 2. S"4N w,CffPQQ OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this 1ob.s general notes page and these web sites: $PACT NG 24.0" JREF- 1VOZ7175Z09 ALP!NE: www.al pi net tw.can; TPI: www.tpl nst.org; WA, www.sbcl ndustry.Com; ICC: www.I ccsafe.org RAnaw¢•12/11/21117 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - Li) Top chord 2x4 HF #2 :T2 2x4 HF #1&Bet.: 120 mph wind, 20.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) :W3, W5 2x4 HF #2: DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member factors. desi gn. I n Iieu of structural panel s use purlins to brace all fl at TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 2.00. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [11] W3X7 S 1.25 5X5= 1.5X4 III 5X5= T 1.5X4 T2 ° 1. 5X4' 6 — W3 5-3-13 Wll 6 ►\ 418-0-0 1 5X5(A2)= 3X5 3X7[11]= 3X5 5X5(A2) 3X5= L2' 5-2-14 .....L.9 14-8-6 ��1-4 7-0-12 �� 7-0-12 4-8-6 9 11-4 5-2-14 I, 9-11-4 ,I, 14-1-8 ,I, 9-11-4 J 34-0-0 Over 2 Supports R=1462 U=42 R=1628 U=56 W=5.5" RL=96/-88 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave (( FT/RT=2%(0%)/4(0) 15.02.00. 1 QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss 825 N 4hComponents of fOreBo 03(503)357 2138 •*WARN!NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! `OS. OP TC LL 25.0 PSF REF R7175 61525 ••IIPORTANf•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ` Trusses regui re extreme care In fabrl cat l ng, handl l ng, shipping, install l ng and bract ng. Refer to and follow t, w the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior C'! � TC DL 1 0.0 PSF DATE 03/15/16 T. to perform)ng these functions. I nstal I ers shall provide temporary bracing per BCSI. Unless noted otherwise, f4./ 14659 "r top chord shaIl have properly attached structural sheathing and bottom chord shall have a properly attached ` ri 91d cel l I ng. Locations shown for permanent lateral rostral nt of webs shall have bracing installed per Br BC DL 7.0 PSF DRW CAUSR7175 16075086 CSI ?l�j� sections 83, 87 or B10, as canal i cab)e. Apply plates to each face o£truss post ti on as shown above and on ,4 L 0 N I the Jaint Details, unless noted otherwise. Refer to drawings 160A_7 for atandard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Al pi ne, a ell vi si on of 1 TW Bui I di,g Components Group Inc. shat I not be responsi 61 a for any devl ati on from thl s drawl ng, any fol l ure to but l d the truss I n conformance wl th ANSI/TPI 1, or for handl l ng, shl ppi ng, e::l _.e� AN ITW COMPANY instalIail on s bracing of trusses. v TOT. LD. 42.0 PSF SEAN- 24210 . A seal on thl s drawl no or cover page I I stl ng tAt s drawl ng, I ndl cotes acceptance of profess)0001 engl marl ng 9 •FC 7•t9B°' 0 responal bl I I ty sol el y for the design show. The sul tabl I l ty and use of thI s drawing for any structure I s the �4I l' DUR. FAC. 1. 15 FROM BB 8351 Roma Circle respond 6111 ty of the WI I d1 ng Owl finer per ANSI/TPI 1 Sec.2. V �4•.W. �a�p Sacramento,CA 95828 Far more information see this job's general notes page and these web sites: ry P SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: www.al pi mei tw.com; TPI: www.tpi net.org. WTCA: www.sbci ndustry.com; ICC: www.I ccsafe.org Ranauou 19/31/7D17 I (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- verify TI GARD, ** - L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF SS :T2 2x4 HF #2: 120 mph wind, 19.83 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T3 2x4 HF #1&Bet. : anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Bot chord 2x4 HF #2 DL=4.2 psf. Webs 2x4 DF-L Std/Stud(g) :W2, W4, W6 2x4 HF Std/Stud: Wind Ioads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction desi n. factors. I n g Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC, lieu of structural panels use purlins to brace all flat TC @ 24" load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 2.00. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W3X5 S 1.25 [15] W3X10 S 1.25 6X6= 6X6= 3X5= 1. 5X4111 n -- - � 6 6 1- W2 W4 W. T3 4-3-13 5X5(A2)= 1. 5X4 III 3X5[9]= H0308= 1. 5X4 III .17\i%1114 18-0-0 3X10[15]7.--- 5X5(A2) I2' 7-11-4 + 5-11-15 -f- 6-1-11 + 5-11-15 >I< 7-11-4 L 7-11-4 18-1-8 —1. 7-11-4 J ez 34-0-0 Over 2 Supports R=1462 U=38 R=1628 U=51 W=5.5" RL=80/-73 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.00. 1��p N. QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 '*WARNI NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius O97113 •• IIPOtTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '\ TC LL 25.0 PSF REF R7175- 61526 • Trusses require extreme care In fabrl cating, handling, shi ppl ng, i nstal II ng and bracing. Refer to and fellow the latest edition of BCSI nBullding Component Safety Information, by TPI and WTCA> for safety pracn ces prior 1 1 46 59 4%T ' TC DL 10.0 PSF DATE 03/15/16 „ to performing these functions. Installers shall provide temporary brad ng per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached ri gl d cei I i ng. Locati ons shown for permanent I ateral restral nt of webs shat I have braci ng I natal I ed per RCS! +Eaiiii BC DL 7.0 PSF DRW CAUSR71 75 16075085 ,4 O�� sections B3. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on IIL 1 the Joint Betel Is, unless noted otherwise. Refer to drawings 1b0A-Z for standard plate pesltions. BC LL Alpine, a division of ITW BuiIding Components Group Inc. shall not be responsible for any deviation from this 0.0 PSF CA-ENG CWC/CWC drawl ng, any fal l ure to build the truss in conformance wits ANSI/TPI 1, or for handl l ng, 551 ppl ng, AN MW COMPANY installation R bracing or trusses. ... C.T•198g �,� TOT. LD. 42.0 PSF SEAN- 24213 • A seal.on thin drawl ng or cover page I I stl ng thl s drawl ng, Ind!cafes acceptance of professes one) tong!neeri respond bl 11 ty sol el y for the design shown. The sui tab)I H ty and use f till s drawl ng for any structure I s'�hw QQ FROM BB 8351 Rovana Circle respond bl l l ty of the Bul I dl ng Designer per ANSI/TPI 1 Sec.2. Wiia e.•CO3 DUR. FAC. 1. 15 15 Sacramento,CA 95828 For more Information see mi s J ob•s general notes page and these web sites: ^ n Y ALPINE: www,al pi Teitw.corn, TPI: www.tpinst or, WIC, was,sbclndustry cons ICC' mina.iccsafe.org SPACI NG 24.0" J REF- 1 VOZ7 1 7 5 Z09 Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - LG) Top chord 2x4 DF-L #1&Bet. :T2, T3 2x6 HF SS: 120 mph wind, 19.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF SS anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W2, W8 2x4 HF #2: DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS. factors. Cal cul ated horizontal deflection i s 0.12" due to I i ve I oad and 0.15" Special Ioads due to dead load. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 72 p f at -2.00 to 72 p fat 5.94 In lieu of structural panels use purlins to brace all flat TC @ 24" TC- From 36 p f at 5.94 to 36 p f at 28.06 OC. TC- From 72 p f at 28.06 to 72 p fat 36.00 BC- From 4 p f at -2.00 to 4 p f at 0.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- From 7 p f at 0.00 to 7 p fat 34.00 load applied per IRC-12 section 301.5. BC- From 4 p f at 34.00 to 4 p f at 36.00 TC- 500.00 I b Conc. Load at 5.89,28.11 Deflection meets L/360 I i ve and L/240 total I oad. Creep increase BC- 79.05 I b Conc. Load at 2.00,32.00 factor for dead I oad i s 2.00. BC- 83.46 I b Conc. Load at 4.00,30.00 BC- 219.53 I b Conc. Load at 6.00, 8.00,10.00,12.00 Cal cul ated verti cal defl ecti on i s 0.56" due to I i ve I oad and 0.74" due 14.00,16.00,18.00,20.00,22.00,24.00,26.00,28.00 to dead I oad at X = 17-0-0. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [10] W5X5 1.50 R 1.75 [16] W3X10 S 1.75 [21] W5X5 3.50 R 1.75 8X8= 3X5= 5X5= 1. 5X4111 3X5= 8X8= 6 T T2 n- 6,.... T3 6 W2 W: 3-3-13 - v 1 4_18-0-0 / 144414 3X5111 5X5[10]= 3X10[16]= 5X5[21]= 3X5111 4X12(B7R)= H0612.- 4X12(B7R) L*2. L2'J F-5-11-4 T 5-7-4 -I- 5-5-8 + 5-5-8 1 5-7-4 '1` 5-11-4 H I, 5-11-4 ,I, 22-1-8 ,I. 5-11-4 •j Hz 34-0-0 Over 2 Supports >1 R=3082 U=200 W=5.5" R=3082 U=200 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.00. 1 QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGI**READ AND FOLLDMAU_NOTES ONTHIS DRAWING! ,`iy,t.a OFtr TC LL 25.0 PSF REF R7175- 61527 825 N 4th Ave,Cornelius O RS 97113 **IIIPORTANr*• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handl Ing, shipping, Installing and bracing. Refer to and follow F e TC DL 10.0 PSF DATE 03/15/16 the latest egi ti on of BCSI (Bul l dl ng Component Safety temporary on, by TPI and an-CA)for safety practices pro or e!1 I� to performing these func tl ons. Installers shall provi de temporary bracing per BCSI. Unless noted otherwise, 1417 59 top chord shat I have properly attached structural sheath'ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 16075084 re al cel I no. Locatl ons shown for permanent lateral restraint of webs shall have bracing Installed per BCSI L��� I sect)ons 83, 87 or 810, as app'i cab'e. Apply plates to each face of truss and position as shown above and onAil `yff,�f/I���� I the Joint BetelIs, unless noted otherwise. Refer to drawings 1b0A_Z for standard pi ate positions. BC LL Q.Q PSF CA-ENG CWC/CWC L Al pine, a di vi si on of I TW Bui I dl rg Components Group Inc. shat I not be response bl a for any devi at1 on from thi s o; e drawl ng, any fall ure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN RTW COMPANY i notal I ati on a brace ng of trusses. .F e9 V TOT. LD. 42.0 PSF SEQN- 24217 A anal en ml s drawl np er T.,-,,-.n.I i atI np thl a drawl 1q I ndl Cetoa seesptenea of protocol ons' snpl ne0r'np 9 C,7,19 responsi bl Il ty ofl sly for stupe The wltablec.2 and use oT this drawl np for airy structure Is the �Sr/AN w*C�pQQ DUR. FAC. 1. 15 FROM BB 8351 RBvana Circle reopens'blllty of the Bulldl ng Deal goer per ANSI/TPI t See.z. Sacramenm,CA 95828 For more Information see this job's general notes page and these web si tea: SPACI NG 24.0" J REF- 1 VOZ7175Z09 ALPINE: www.al pi nei tw.can: TPI: www.tpi not.erg: WTCA: www.sbcl ndustry.can: ICC: www.i ccsafe.erg Renews:12/3112017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pI n I of 3 -- verify TI GARD, ** - 10) Topchord 2x4 DF-L #1&Bet. :T2 2x6 HF #2: Bot cWebs 2x4 DF-L Std/Stud(g) :W2, W6 2x4 HF #2:or2x6 DF-L 2400f-2.0E 3 COMPLETE TRUSSES REQUIRED I t : Nail Schedul e:O.120"x3", min. nails Connectors in green lumber (g) desi gned usi ng NDS/TPI reduction Top Chord: 1 Row ®12.00" o.c. factors. Bot Chord: 2 Rows IN 2.50" o.c. (Each Row) Webs : 1 Row 0 4" o.c. Special loads Repeat nailing as each layer is applied. Use equal spacing (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) between rows and stager nails i n each row to avoid splitting. 4" o.c. spacing of nal perpendicular and parallel to TC- From 72 pif at 0.00 to 72 pif at 5.60 grain required in area over bearings greater than 4" TC- From 72 pif at 5.60 to 72 pif at 17.06 TC- From 36 pif at 17.06 to 36 plf at 18.40 120 mph wind, 19.75 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 72 pif at 18.40 to 72 pif at 24.00 anywhere in roof, RI SK. CAT 11, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 pif at 0.00 to 7 pif at 24.00 TC- 144.69 Ib Conc. Load at 18.44 DL=4.2 psf. BC- 1462.00 b Conc. Load at 1.00, 3.00 BC- 1516.04 b Conc. Load at 5.00 Wind loads and reactions based on MWFRS. BC- 1575.33 b Conc. Load at 7.00 BC- 1634.62 b Conc. Load at 9.00 In lieu of structural panels use purlins to brace all flat TC @ 24" BC- 1468.13 b Conc. Load at 11.00,13.00,15.00,16.00 OC. 18.00 BC- 1353.69 b Conc. Load at 17.06 Deflection meets L/360 live and L/240 total load. Creep increase BC- 203.27 Ib Conc. Load at 18.33 factor for dead load is 2.00. BC- 1546.93 Ib Conc. Load at 20.00 BC- 1536.49 Ib Conc. Load at 22.00 JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W3X7 S 4.50 [10] W4X12 5.25 L 2.00 [15] W5X7 3.00 L 2.75 [19] W3X7 S 4.50 8X10= 1.5X4111T2 3X5= 8X10= - 0 16 / 6 W2 3-1-13 4X12(B8R)= 3X7[5] HI 4X12[10]= 5X7[15]-=-= 3X7[19] III 4X12(B8R) SS0514-- 5-7-4 4-2-9 ''l< 4-4-5 + 4-2-9 + 5-7-4 L 5-7-4 J, 12-9-8 ,J. 5-7-4 J 24-0-0 Over 2 Supports J R=10690 U=460 W=5.5" �I R=10942 U=527 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.00. 1 QTY: 1 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-2118 **WARNI NGI** READ AND FOLLOW ALL NOTES ON THIS DRAWING! e�F 825 N 4th Ave,Cornelius OR97113 "INPORTANr'• FURNI SH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE I NSTALLERS. tct C TC LL 25.0 PSF REF R7175- 61528 Trusses requ,re extreme care in fabricating, handling, shl poi ng, Instal I ng and bract ng. Refer to and follow the latest edition of BCSI (Build,ng Component Safety Information, by TPI and VRCA) for safety practices prior t,� TC DL DATE to performing these funotions. Installers shall provide temporary braciny 14659 10.0 PSF 03/15/16 top chord shall have g per alI unless noted otherwise, �f., properly n for pe structural sheatestrhi ng and bottom chord shall have a properly attached ` BC r i qLi ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI DL TL 1 O`� I sect/ons 83, eT or BtO, as app/scab/e. Apply plates to each face of truss and position as shown above and on `Ily7.0 PSF DRW CAUSR7175 16075045 II L J„AINI n the Jol nt Details, unless noted otherwl se. Refer to drawings 160A-Z for standard plate post LI ons. I , Alpine, a division of iTW Sul Iding Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fol I ure to bui I d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, shi ppi ng, e:%'-•'e' AN ITWCOMFr1NY installatipn A bracing of trusses, g v TOT. LD. 42.0 PSF SEAN- 24227 . A Ass! on this drawl ng or the cover page I I sti ng teas drawl rip I ndi Utes acceptance of profeal noel engi nearing o ,FC T,19e 4e/ Rmsi bl 1 I Y IRI shown. The sul tab/I 1 ty and use of thl s drawl ng for any structure I s the y 8351 RovanaCvcle responslbl I Ity or the eul lding Designer per A1151/TPI t See.2. �// ^ A� OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see till s J ob.s general notes page and mese web s,tes: ��W.G� ALrl NE: www.al pi mei tw.corn: TPI:www.tpi nst.erg; WTCA: www.sbci ndastry.corn; ICC: www.I ccsafe.org SPACI NG 24.0" J REF- 1 VOZ7 1 7 5209 Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - HG) Top chord 2x4 HF #2 120 mph wind, 19.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind Ioads and reactions based on MWFRS. factors. In Iieu of structural panels use purlins to brace all flat TC c 24" Special loads OC. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 72 plf at -2.00 to 72 plf at 5.94 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive TC- From 36 plf at 5.94 to 36 plf at 11.06 load applied per IRC-12 section 301.5. TC- From 72 plf at 11.06 to 72 plf at 17.00 BC- From 4 plf at -2.00 to 4 plf at 0.00 Deflection meets L/360 Iive and L/240 total I oad. Creep increase BC- From 7 plf at 0.00 to 7 plf at 17.00 factor for dead load is 2.00. TC- 500.00 Ib Conc. Load at 5.89,11.11 BC- 79.05 Ib Conc. Load at 2.00,15.00 JT PLATE LATERAL CHORD BC- 83.46 I b Conc. Load at 4.00,13.00 No SIZE SHIFT BITE BC- 219.53 1 b Conc. Load at 6.00, 8.00, 9.00,11.00 [13] W3X5 S 1.75 4X5= 4X5= 11 p 6 / 6 - 3-3-13 II 1 o wan 18-0-0 I 3X5111 3X5[13]= 3X10(A6R) 3X10(A5R) L-2-0-0->i 5-11-4 5-1-8 '.1.` 5-11-4 5-11-4 J, 5-1-8 ,1, 5-11-4 1< 17-0-0 Over 2 Supports >1 R=1850 U=128 W=5.5" R=1671 U=100 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. pllbpcFfr. TY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components ofOre on 503)357-2118 **WARNING!**READ AND FOLLOW ALL NOTES ON T1115 DRAM NG! irC. TC LL 25.0 PSF 825 N 4th Ave,Cornelius 01 97113 "w 1 oRTANr=• FORM CONTRACTORS sN TNI s DRAM x0 To ALL NrRacroRs I NCLWI Ne THE I NST LLERs. S �, REF R7175- 6152 9 Trusses regal re extreme care In fabrl call ng, handling, shl ppi ng, install l ng and bract ng. Refer to and follow the latest edition of BCS! e!Iding component Safety Information, by TPI and wTCA) for safety practice=prier .......44114.59 , TC DL 1 0.0 PSF DATE 03/15/16 to performing these functions. Installers shall provide temporary bract ng per BCS/. Unless noted otherwise. top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached - rigid ceiling. Locations shown for permanent lateral estraint of webs shall have bracing installed per BCS! $�00Ti�, BC DL 7.0 PSF DRW CAUSR7175 16075083 ,4 I Sections B3, BJ or B10, as applicable. Apply plates to each face of truss and position as shown above and on sifie+� All of the_olnt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate position BC LL 0.0 PSF CA-ENG CWC/CWC I Al pi ne, a di vi si on of I TW Bui I dl ng Components Group Inc. shat I not be respond bl a for any devi ati on from thi s e; -s. drawing, any fall urs to build the truss In conformance with ANSI/TPI 1, or for handling, shl ppi ng, AN ITwCOMPANY installation A bracing of tresses 19$9 Qt�`f TOT. LD. 42.0 PSF SEAN- 24172 . A seal on this drawl ng or cover paps Il stl ng this drawl ng, Ind/ales acceptance of professional :......:646;eC. respond bl l l ty sol el y for the deal pn slwwl. The sal tab/l ty and use of this drawl np for any structure I snthe s351 Royana Circle respond bl l l ty of the Sul ldl np Designer per ANSI/TPI 1 See.2. gpwr Oks" DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thl s j ob.s general notes page and these web sites: Wf ALPINE: www al pl mei tw.corn, TPI: www,tpi net.org, WTCA: www.sbcl ndnstry con, ICC: ww,.I ccsafe org Renews:12/31/2017 SPACI NG 24.0" J REF- 1 VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - H) Top chord 2x4 HF #2 120 mph wind, 19.83 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green I umber (g) desi gned usi ng NDS/TPI reducti on Wind I oads and reacti ons based on MWFRS with additional C&C member factors. desi gn. I n Iieu of structural panel s use purlins to brace all flat TC e 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC. I oad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep increase Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, factor for dead Ioad is 2.00. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. H0508 H0508= —1 6 4-3-13 b � 0000000 ° 16D0 1. 5X4 III 3X5(A1) 3X5(A1)= 3X5= 1-<-2-0-0—>i 7-11-4 >J1-1-8 7-11-4 1 1-B 7-11-4 ,I, ,L 7-11-4 J f< 17-0-0 Over 2 Supports R=966 U=39 W=5.5" R=807 U=21 RL=71/-78 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 15.02.00. 014/0 A. TY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. P2 **WARNING!**READ AND FOLLOO ALL NOTES ON THIS DRAIN NG! � �C TmssCom Ave, Cruel Oregon (597113--118 �4>ti !*�' �e TC LL 25.0 PSF REF R7175- 61530 825 N 4th Ave,Cornelius OR 97113 "1 tmoRrurt•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE I NSTALLFJIS. /�_ � Trusses require extreme care In fabrl cat!ng, handl l ng, shi poi ng, Installing and bracing. Refer to and follow the latest edition of BCSI "Building Component safety Information, by TPI and wiCA) for safety practices prior AO 14659 9 TC DL 10.0 PSF DATE 03/15/16 r• to perform)ng these functions. Installers steal I prowl de temporary brati ng per SCSI. Unless noted otherwise. �- r- top chord shalI have properly attached structural sheathing and bottom chord shall have a properly attached _„ ri gid cel I I ng. Locati ons shown for permanent lateral estrai nt of webs shat I have brat!ng I nstal I ed per BGS! t rte- BC DL 7.0 PSF DRW CAUSR71 75 16075080 II1I ctrl ons B3, B)or 1310, as appl l cab!e. Apply plates to each face of truss and position as shown above and o A ,I O0[1 I I the Joint Details, unless noted otherwl se. Refer to drawings 160A-Z for standard plate positions. NUI I \v' BC LL 0.0 PSF CA-ENG CWC/CWC I AI pi nen a di vi si on of I bu Bui di ng Components Group Inc. shat not be ror for baa for any devl atl on from thi s •; e` drawing, any failure to build the truss In conformance with ANSI/TPI 1, or£or handling, shipping, SEON- 24174 AN ITW COMRONY !nstal I ati on s'roti ng of trusses. ,$), 'ea T 1909 ge4 TOT. LD. 42.0 PSF . A seal on tea s drawl ng or Cover page I I stl ng this drawl ng I ndl Dates acceptance of profgal onsl engl nearing f► responsl bl l l ty solely for the dealgn shown. The sur tab!ng, and use of this drawl ng for any structure Is the V 8351 Rovana Circle reap°^°''IIIty of the agllding Designer per ANSI ,Sec.2. lZiQNYV.CHA OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more!nformau on see thi s j obi s general notes page and these web s!res: ALP!NE, www.al pi nel tw.corm TPI-www.tpi nst.ore: wTCA: www.sbci ndustry.con: I CC. www.I ecsafe.erg Renews:1213112017 SPACING 24.0" J REF- 1 VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - KG) Top chord 2x4 DF-L 2400f-2.0E :T2 2x6 HF SS: 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 DF-L 2400f-2.OE I t t Webs 2x4 DF-L Std/Stud(g) :W2, W6 2x4 HF #2: Nail Schedul e:O.120"x3", min. nails Connectors ingreen lumber Top Chord: 1 Row 012.00" o.c. Connect. (g) designed using NDS/TPI reduction Bot Chord: 2 Rows a 2.50" o.c. (Each Row) Webs : 1 Row 0 4" o.c. Special loads Use equal spacing between rows and stagger nails (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) i n each row to avoid splitting. TC- Lum 72 .Fa at 15 / tol72 r.Ff at . 54 4" o.c. spacing of nail s perpendicular and parallel to TC- From 36 plf at 3.74 to 36 plf at 9.27 grai n requi red i n area over bearings greater than 4" TC- From 72 plf at 9.27 to 72 plf at 13.26 120 mph wind, 19.28 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 72 plf at 13.26 to 72 plf at 17.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 plf at 0.00 to 7 plf at 17.00 DL=4.2 psf. TC- 5.02 I b Conc. Load at 3.70 BC- 1516.04 Ib Conc. Load at 1.50 Wind loads and reactions based on MWFRS. BC- 47.81 I b Conc. Load at 2.00 BC- 1575.33 Ib Conc. Load at 3.50 In lieu of structural panels use purlins to brace all flat TC 0 24" BC- 105.93 I b Conc. Load at 3.80, 5.80, 7.80 OC. BC- 1634.62 Ib Conc. Load at 5.50 BC- 1468.13 Ib Conc. Load at 7.50, 9.50,11.50,12.50 Deflection meets L/360 live and L/240 total load. Creep increase 14.50,16.50 factor for dead load is 2.00. BC- 338.75 Ib Conc. Load at 9.27 JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W4X5 S 3.75 [10] W5X10 4.50 L 2.50 [12] W5X7 5.50 R 3.00 [16] W4X5 S 3.75 8X8= 1.5X4111 3X5= 8X8= T2 6 6 1- 0 u 1 W6 W2 ____________________-W6 ' 2-2-10 C - +18-o-0 l' 4X5[5] Ill 5X10[10]= 5X7[12]= 4X5[16] III 4X12(B8R)---s- 4X12(B8R) I'= 3-8-14 + 3-1-8 'f 3-3-4 3-1-8 'fes 3-8-14 I, 3-8-14 1 9-6-4 ,1, 3-8-14 J kz 17-0-0 Over 2 Supports >1 R=7283 U=308 W=5.5" R=8110 U=374 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=26/6(0%)/4(0) 15.02.00. 1 c QTY: 1 OR/ /1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-1118 **WARNI NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! pyD •OFF TC LL 25REF R7175- 61531 825 N 4th Ave,Cornelius O 97113 '•11VORfANr•• FURNISH THIS DRAWING TO ALL COPIRACTORS INCLUDING THE INSTALLERS. t�," .0 PSF Trusses require extreme care in fabri rating, handl I ng, 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 //cam�� r t`A�• TC DL 10.0 PSF DATE 03/15/16 to performing[hese functions. Installers shall Provide temporary bracing per BCSI. Unless noted otherwise. �Vf., 14659 top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rl gid cel I i ng. Loran ons shown for permanent I ateral restraint of webs shat I have bract ng i natal I ed per BCSI ,���I�� BC DL 7.0 PSF DRW CAUSR7175 16075046 Ail �O` sections 03, 67 or 010, as applicable. Apply plates to each face of trusst and posi01 on as shown above and on 1 .�■.7//�lI II J 1 thie Joint totalis, onless toted otherwise. Refer to drawings 160A-Z for s andard plate posieines r�i' BC LL 0.0 PSF CA-ENG CWC/CWC l drawl Bae, a tli vi sl on of ITN Bulldi ng Components Group Inc. shall not be responsible for any deviation frwn this g, any fat l ure to but l d the truss In conformance with ANSI/TP! 1, or for handl l ng, shipping, AN IrweoAAPANY instal lotions bracing of trusses. . TOT. LD. 42.0 PSF SEQN- 24221 . Asea) on thl s drawl ng or cover page I'sting thl s drawl np I ndl Bates sees tams of rofessl oral s I neer) 'f 69 pons!bl I I ty sol el y for the deal y,shawl. The su1 tabs I i ty and use of this drawing for any structure Is nthe 9 �'.J+t9 QQ� DUR. FAC. 1. 15 FROM BB 8351 ROVARJ Circle respond bill ty of the eat I a1 Bay Designer per ANSI/TPI 1 500.2. Sr/4N w.��� Samenlo,CA95828 For p a Information see this tob.s general notes page and these web sites: SPACING 24.0" JREF- 1VOZ7175Z09 ALPINE: www.al pi Basi tw.cum; TPI: www.tpl Bast.org; WTCA: www.sbci ndustry.cum, ICC: www.)<csafe.org Reetewn:12/11/9017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - OG) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reduction Wi nd loads and reacti ons based on MWFRS. factors. Right end vertical not exposed to wind pressure. Special loads (Lumber Dur.Fac.=1.15 / Plate Our.Fac.=1.15) In Iieu of structural panel s use purlins to brace all flat TC @ 24" TC- From 72 plf at -2.00 to 72 plf at 5.94 OC. TC- From 36 pl f at 5.94 to 36 pl f at 11.00 BC- From 4 plf at -2.00 to 4 plf at 0.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live BC- From 7 plf at 0.00 to 7 pif at 11.00 load applied per IRC-12 section 301.5. TC- 500.00 I b Conc. Load at 5.89 BC- 79.05 Ib Conc. Load at 2.00 Deflection meets L/360 live and L/240 total Ioad. Creep increase BC- 83.46 I b Conc. Load at 4.00 factor for dead I oad i s 2.00. BC- 219.53 I b Conc. Load at 6.00, 8.00,10.00 JT PLATE LATERAL CHORD No SIZE SHIFT BITE [12] W3X5 2.25 R 1.75 4X5= 1. 5X4 III 6 r---- 3-2-7 3-3-13 ] nA +9-0-0 / i 3X5 III 3X5[12] 3X5(A1) 1 -2-0-0-->1 5-0-12 5-11-4 + 5-0-12 L 5-11-4 5-0-12 I< 11-0-0 Over 2 Supports R=1098 U=56 W=5.5" R=1067 U=54 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(06/8)/4(0) 15.02.00. VEROpF Y: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Co4thAve, ornes of egon (503)357-2118 •'WARNINGI**READ ANDRAW NG TO ALL NOTES ON TORS IS DRAW!NG! � ��, TC LL 25.0 PSF REF R7175- 61532 825 N 4th Av,Cornelius OR 97113 ••I I�OgrANr•• 1°UMI SH 7HI s atom HB TO^❑❑cgHrwacTOHs 1 NCI=NG THE I HsrnuEgs. Trusses requi re extreme care i n Pabrl ca tl ng, handl I ng, shi ppl ng, nstal i ng and bract ng. Refer to and fol I ow I._ ae C the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior ryV 6J TC DL 10.0 PSF DATE 03/15/16 ..7. to perform!ng these funcTi ons. Installers shall Provide temporary bracing per BCSI. Unless noted otherwl se, `we W top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached _�� ri gid cei I I ng. Locati ons shown for permanent I ateral restral nt of webs shal I have bract ng I nstal I ed per Bcsl ItaibJ!: � BC DL 7.0 PSF DRW CAUSR7175 16075047 rI esti ons B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o A I' JlJ^ I 1 the Joint Details, unless noted otherwise. Refer to drawings 160A,for standard plate positions n BC LL 0.0 PSF CA-ENG CWC/CWC I \`11 I AI pi ne, a di vl si on of 1 TW Bui I di ng Components Group Inc. shat I not be responsi bl a for any devi atl on from thl s s,:' •'s' drawing, any failure to build the truss In conformance wITh ANSI/TPI 1, or for handling, shi ppin \/ _ AN ITW COMPANY Installation s bracing of trusses. g" q 'Fc Z,Viel �,� TOT. LD. 42.0 PSF SEON- 24229 Aeseal on tela drawl ng or cover page IIstIng thls drawl ng, I ndl rotes aces tense of professl onel engl neerl ng Q ponslbl llty sol ely for the des!gn shown. The sul tablllty and use of t Is drawl ng for any structure Is the 8351 RovanaCrcle reopens!bl I I ty of the Building Des'goer per AgSI/TP1 1 See.2. r�gMw.CHp� DUR. FAC. 1. 15 FROM BB Sacramento,CA95828 For more information s e .tplnsb s general notes page and These web sites: Renews:12/31/2017 SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: www.al pl mei tw.cc, TBI: www.tui nst.org; WTCA: www.sbci ntlust ry.com: ICs: www.i<csafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - 0) Top chord 2x4 DF-L #1&Bet. :T2 2x4 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. In Iieu of structural panel s use purlins to brace all flat TC @ 24" Ri ght end verti cal not exposed to wi nd pressure. OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead I oad i s 2.00. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, ,C�e=1.10, CAT II & Pf=21.17 psf. 4 h — 1. 5X4 III i 4_2_2 4-3-13 6 ■ �� II ■ �J +9-0-0 Demi 1. 5X4 III 3X5(R) III 2X4(A1) 1-<-2-0-0--->•1 3-0-12 7-11-4 ± 3-0-12 I, 7-11-4 ,I, 3-0-12 J I` 11-0-0 Over 2 Supports R=680 W=5.5" R=452 U=7 RL=82/-33 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%D)/4(0) 15.02.00. p18ROFF Y: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI RNI••READ AND FOLLOW ALL NOTES ON THIS INCLUDING eat `� � TC LL 25.0 PSF REF R7175- 61533 1� I YPONr Wr•• FURNISH THIS DRAM NO TO ALL CONTRACTORS I S DRAW ND,HE INSTALLERS. !f'_ 825 N 4th Ave,Cornelius O 97113 c. Trusses require extreme care In Fabricating, handling, shipping, installing and bracing. Refer to and follow 14 1 46 59 -r TC DL 1 0.0 PSF DATE 03/15/16 the latest edition of BCSI (Rui l di ng Component Safety Information, by TPI and WTCA) for safety practices prior to Performing these fundi ons. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, r top chord steal I have properly attached structural sheathing and bottom chord shall have a properly attached _- ri gid cei 11 ng. Locati ons shown for permanent 1 ateral restrai nt of webs shat I have brad L ng instal 1 ed per BCSI alug Wit•' BC DL 7.0 PSF DRW CAUSR7175 16075048 n A 11 ILJO sections B3, B7 or R10, as applicable. Apply plates to each face of truss and poli tl on as shown above and on the Joint Details, unless noted otherwl se. Refer to drawls 160A-Z for standard late iti ons. 9s I any - BC LL 0.0 PSF CA-ENG CWC/CWC Alpi n, a division of ITW Dui the t Components Group Inc. shall not be responsible For any devl ati on frau this r drawing, any failure to bulltl the truss In conformance with ANSI 1, or For handling, shipping, AN ITW COMPANY instal Iddon R bracing of trusses. yy ,9 �,f 7,19�+°' ii TOT. LD. 42.0 PSF SEMI- 24231 A seal on till s respons bl II ty dread y for the denp or cover sllgn 1lshorn. tThessul ttaab!!I I ty!ldand usse oof Thio drawl ng fors any structure neeI shthe 8351 RovanaCvcle respansibl I Ity of the Sul IGInR Desi finer per AN51/TPI 1 sec.a. 4114 NW.C��'� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95628 For more InFnrmaa on see this)ob.s general antes page and these'web sites. Renews:12/31/2017 SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: www.al pi neitw.co, TPI: wwm tpl nst.org: WTCA: wwc sbci ndustry.com: ICC wwwi ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - 01) 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 i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W2 2x4 HF Std/Stud: DL=4.2 psf. Connectors in green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS with additional C&C member factors. design. In Iieu of structural panel s use purlins to brace all fl at TC @ 24" Ri ght end verti cal not exposed to wi nd pressure. 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 load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 1. 5X4 III 4X5= ,71 / i 1. 5X4 III 5-2-2 5-3-13 6 � gilll ' u 3X5= 3X5(R) III 2X4(A1)= , 12-0-0 .1 1-o-12 -6 5-2-14 4 5-9-2 1-0-122 I, 9-11-4 J Fc 11-0-0 Over 2 Supports R=662 W=5.5" R=507 U=11 RL=98/-37 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 1 QTY: 1 OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)3574I18 **WARMNGI ww READ AND FOLLOW ALL NOTES ON THI5 DRAWING! 4 sI .04 • TC LL 25.0 PSF REF R7175- 61534 825 N 4th Ave,Cornelius OR 97113 ••1 T .• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses reduiro extreme care In ngbCicpoing, Safeling, shipping, iys Tellind and bracing. Refer to and follow �.�. TC DL 1 0.0 PSF DATE 03/15/16 the latest edition of BCSI (BullInl ngfm riComponent Safety g, shipping, Ibyo TPI and andA) for safety mot ands priI or ff••�� ,(� to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ie. 14659 "Q top chord shalI have properly attached structural sheathing and bottom chord shalI have a properly attached ri gid cel I 1 no. Locatl ons shown for permanent I ateral restraint of webs shat I have bract ng I notal I ed per BCSI ;,,..�p�j BC DL 7.0 PSF DRW CAUSR7175 16075049 ,4 L��� , sections 83, 87 or 610, as applicable. Apply plates to each face of trussand position as shown above and on I the Jot nt Details, unless noted otherwl se. Refer to drawings 160A-Z for standard plate position I Alpine, a division of ITW Sul lding Components Group Inc. shalI not be responsible for any devlation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any Tal 1 ere to bur I d the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, shl pal ng, AN ITW COMPANY i notal l ati on&bract ng of tresses. v TOT. LD. 42.0 PSF SEQN- 24233 respnlsll bl I 1 ty Sohl el yDor cover tbr the desR gn shorn. Thl ThessulrtadllpI I ty�end tusee acceptance tawl nprofessional for'any mmrmeetureI mI'Ohe 1 'it:7•19�g Q� responsl bill ty of the Bull dl ng Des1 goer per ANSI/TPI 1 See.2. Q OUR. FAC. 1. 1 5 FROM BB BSacramento,CA 9582cle ��/�W``�� 95828 For more information see this job's general notes page and these web sites: M D SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: www.al pl mei tor.com; TPI: www.tpi nst.org. WTCA: www.sbci ndustry.corn, ICC: www.i ccsafe.ore Panaw¢•17111/7017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - 02) 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 i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member factors. design. • Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. I oad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1. 5X4 III i 3X5% 5-10-3 6 i i It il. 4. 9-0-0 I 1. 5X4 III 3X5(R) III 2X4(A1) -2-0-0--1 1"12 5-9-4 + 5-1-0 5-2-12 kc 11-0-0 Over 2 Supports R=651 W=5.5" R=452 U=14 RL=107/-39 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 1 QTY:2 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-1.118 **WARMNGI••READ AND FOLLOW AL NOTES ON THIS DRARING! tit 1 •OFF TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 *•I RPORTANt•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 615 35 Trusses requl re extreme care In fabricating, handl log, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI <BuiIding Component Safety Information, by TPI and WTCA> for safety practices prier Calms F� TC DL 10.0 PSF DATE 03/15/16 n to performing these functions. lnsfallers shall provide temporary bract ng per OCSI. Unless noted otherwise, �I 1 4659 '9 top chord shatI have properly attached structural sheathing and bottom chord shat have a proper!y attached BC DL 7.0 PSF DWI CAUSR7175 16075050 ri gid cel ling. Locati ons shown for permanent lateral rostral rt of webs shall have bracing instal led per BCSI tiF �ty�/sa r, '�0�� t sect)ons 83, e]or B10, as app)i cab)e. Apply plates to each face of trussandpoli ti on as shown above and on �•wiLlir�(F�e'� A II I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Al pl ne, a di vi sl on of ITW Bul l di ng Components Group Inc. shall not be responsible for any devl ati on from this drawl ng, any fat 1 urs to but I d the truss I n conformance wI is ANSI/TPI 1, or for handl I ng, shi ppi ng, e_, -e! AN ITW COMPANY installation&bracing of trusses. w v TOT. LD. 42.0 PSF SEAN- 24235 . A seal Be thi s drawl ng or cover pegs I I stl ng tbl s drawl ng, I MI cotes acceptance of profs 1 oral soul Merl ng 9 'it.71 1,9 9 respond bl 11 ty sol el y for the design shawl. The Sul tabl 1 l ty and use,of this drawl ng fors any structure I s the /0�, QQ DUR. FAC. 1. 15 FROM BB 8351 Rowans Circle respond bl I 1 ty of the TBI I dl ng Des'goer per ANSI/TPI 1 Sec.2. '4N Wr Cs]P Sacramento,CA 95828 For more Information see this job.s general notes page and these web sites: • P SPACI NG 24.0" JREF- 1VOZ7175ZO9 ALPINE: www.al pi net tw.cam: TPI: www.tpl cost.ore; WTCA: www.sbcindustry.tom: ICC: www.I ccsafe.org QPnPW¢'17j41/9017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - 03) • 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=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. 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 2.00. 1.5X4 III / i 3X5% 6 5-10-3 11 IJ 4_9-0-0 ' 1.5X4 III 3X5(R) III 2X4(A1) 2 Fc 5-9-4 5-1-0 5-9-4 5-2-12 11-0-0 Over 2 Supports R=481 W=5.5" R=469 U=16 RL=90/-20 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. p1iirlop TY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 **WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4c F. F TC LL 25.0 PSF REF R7175- 61536 825 N 4th Ave,Cornelius OR 97113 '•IIPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '` Trusses extreme care In fabri cat' handl Isill IInstal Ii V require g, ng, pp ng, ng and bracing. Refer to and follow 1 TC DL 1 0.0 PSF tM1e er ort ngi ti onhes of BCSIocti nsui l di ngInst Component Safety rov de tempoiar, by TPI are NSCSI for l esety practi ase, 14659 9 DATE 03/15/16 t. to Performing[hese functions. Installers shall Provi de temporary bracing per BC51. Unless noted otherwise, e�.. . 411164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` �,������1,��,e�w�r�a�N�W��-� ri gid ce!I I ng. Locali ons shown for permanent 1 atonal rostral nt of webs shat I have bract ng instal 1 ed per°CSI / BC DL 7.0 PSF DRW CAUSR71 75 16075051 ,4 Pi sect)ons 83. B7 or B10, as applicable. Apply plates to each face of truss position as shown above and on the nt Oetai I s, unless noted otherwl se. Refer to drawl ngs 168A-7 for e andard pl ate pose tl en= BC LL 0.0 PSF CA ENG CWC/CWC Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any devi all on from this --II, drawing, any failure to build the truss In conformance wl th ANSI/TPI 1, or for handl l ng, shipping, e'- AN ITW COMPANY Installation R bracing of trusses. 9 'fC 7t�9�9 Q�,'`f TOT. LD. 42.0 PSF SEAN- 24238 . A seal on thl s drawl ng or cover page I I stl ng phi s drawl 1g, I nal Utes acceptance of profess)teal engl neer)ng reoponslblll ty solely for the design shown. The sultebll lty and use of this drawl ng for any structure Is the , I 8351 Rovana Circle responsi bill ty of the Bul I ding Desi gner per ANSI/TPI 1 Sne.2. �ry#IN Wr OW OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see thls jobs general notes page and these web Sites: SPACING 24.Cr JREF- 1VOZ7175Z09 ALPI NE: www.alpi net tw.coma TPI: www.tpi est.erg; WTCA: www.sbcl ndustry.coma ICC: www.I ccsafe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - PG) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere In roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd loads and reacti ons based on MWFRS. factors. In Iieu of structural panel s use purlins to brace all flat TC i 24" Speci al I oads OC. (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 72 p f at -2.00 to 72 p f at 3.94 Bottom chord checked for 10.00 psf non-concurrent bottom chord live TC- From 36 p f at 3.94 to 36 p f at 6.56 Ioad applied per IRC-12 section 301.5. TC- From 72 p f at 6.56 to 72 p f at 12.50 BC- From 4 p f at -2.00 to 4 p f at 0.00 Deflection meets L/360 live and L/240 total load. Creep i ncrease BC- From 7 p f at 0.00 to 7 p f at 10.50 factor for dead load is 2.00. BC- From 4 p f at 10.50 to 4 p f at 12.50 TC- 300.00 I b Conc. Load at 3.89, 6.61 BC- 50.78 I b Conc. Load at 2.00, 8.50 BC- 117.05 I b Conc. Load at 4.00, 4.50, 6.50 4X5= 4X5= I6 6 I 2-3-13 C u 1.5X4 III 3X5= 3X5(A1)= 3X5(A1) L-2-0-0- -2-0-0-->i 3-11-4 + 2-7-8 3-11-4 3-11-4 ,I, 2-7-8 �I, 3-11-4 J 10-6-0 Over 2 Supports R=1058 U=33 W=5.5" R=1041 U=32 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 1 .A •�. �` QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Oft Truss Components of Oregon (503)357-2118 ""WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! � F TC LL 25.0 PSF REF R7175- 61537 825 N 4th Ave,Cornelius OR 97113 •"I WpDRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requl re extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety I nformati on, by TPI and NrCA) for safety practices prior (( `14659 F TC DL 10.0 PSF DATE 03/15/16 to Performing these functions. Install ore shall Provide temporary bracing per BC51. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord seal) have a properly attachedIV . 46 rigid col II ng. Locations shown for permanent lateral restralnt of webs shall have bracing installed per SCSI L BC DL 7.0 PSF 'r1I sections 83, B7 or B10, as appl!cable. Apply plates to each face of truss and position as shown above and on DRW CAUSR7175 16075052 A 1' 1l]^ I 1 the Jai nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate post ti ons I \VI I Al pi ne, a di vi si on of 1 bu Bul 1 di trussComponents con Draap 1 no. ,hal, not be rorfor,bl a for any i ppi at;on from th; BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fill ure to build the In conformance with ANS,/TPI 1, or for handling, shipping, '.�-AN Irw eonAPArvv instal ion en s bracing of CoRer s. ofg9\\\............................09•:16 TOT. LD. 42.0 PSF SEAN- 24240 • ssaion tn1 sarealnpor coverRepsI i st1np th,ad row �, ynd!cotes eeee�tsne r�roo s�ionsir°uaiure'i s ine9 C7,VSs)b„1 ty sol e,yfor the deal Wnslow,. mesul tab, ,t end Nss oft I dsreol FROM BB 8351 Rovana Circlerespo s,b,I,ty or the&1 I a,np Designer par ANSI/Tp1 1 sec.z. Sr/4Nwr GKteQDU R. FAC. 1. 15 Sacramento,CA 95828 For more I nformati on see this job's general notes page and these web sites: ALPI NE: www.al pi mei tw.cam, TPI'yaw,.tel est.erg; NTCA: www.sbci ndastry.tom, ICC: www casafe erg Renews:12/31/2017 SPACING 24.0" JREF- 1 VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - P) 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 i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MFRS wi th additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Ioad applied per IRC-12 section 301.5. factor for dead Ioad i s 2.00. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 4X5= ' 6 6 2-11-11 10-0-0 J 1. 5X4 III 2X4(A1)= 2X4(A1) L-2-0-0 >i< 1-6-8 7-5-0 >Lc 1-6-8 >I< 2-0-0— >i 5-3-0 > 5-3-0 I, 5-3-0 ....j_ 5-3-0 J 10-6-0 Over 4 Supports R=546 U=7 W=5.5" R=115 W=5.5" RL=68/-68 R=115 W=5.5" R=546 U=7 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.02.00. D ,..fit QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components Cornelius (593)357-*118 "WARNING! H READ AND FOLLOW ALL ONTRS ON THIS DRAWING! . TC LL 25.0 PSF REF R7175 61538 825 N 4th Ave,of Oregon O(97113 "I tPDRTA"• FURNISH* THIS DRAM NG TO ALL COMPACTORS INCLUDING NG THE INSTALLERS. \ Trusses regui re extreme care In fabricating, handl l ng, shl ppi ng, Installing and bracing. Refer to and follow e the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prier 44 14659�9 TC DL 10.0 PSF DATE 03/15/16 n to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached r rigid cel IIng. Loeati ons shown for permanent later) restraint of webs analI have bracl ng io=ral I ed per BCSI t _.� CI.{'/ . BC DL 7.0 PSF DRW CAUSR7175 16075053 ��3��0 1 sections 83, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on rlfll�.'��� the tolnt Cereu s, unless noted otherwise. Refer to drawings 160A-Z for standard plate pesltlons. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a dl vi sl on of ITW Building Components Group Inc. shall not be responsible for any devi atl on from this •: -,s, drawing, any failure to build the truss in conformance with ANSI/TPI 1, or For handling, 5hl ppi ng, AN ITW COMPANY i o=ral I atl on R braci ng of trusses. 9 QFC 7,AO 4. TOT. LD. 42.0 PSF SEAN- 24242 A seal on MI s drawl nag or Cover page I I stl nag thl s drawl nag, 1 ndl sates ecce tante of profess!oral aagl marl ag responsl bl I I ty sol el y for the design shown. The sul tab'I I ty and use of this drawl ng for any structure I s the istiAMW.CNpQQ DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the Sul I ell rag Desl goer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more I nformati on see this job's general notes page and these web sites: SPACING 24.0" JREF- 1VOZ7175Z09 ALPI NE: www.al pi eel tw.com, TPI: want.tpl nst.erg; OTCA: www.sbci ndustry.coat ICC: www.i ccsafe.org Renews:1213112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin Iot 3 -- verify TIGARD, ** - P1) 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=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. desi gn. Left cantilever is exposed to wind 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 I oad i s 2.00. Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. 5X7= 6 X5 l 2-11-11 1-4-3 IIIMMAIIIIII ' u _4_10-0-0 I 2X4(A1)-.== -� 3X5 1. 5X4 III L-1-6-8—mJ 1.5X4 3-3-0 L 1-9-4 -I, 5-3-0 3-5-12 + 3-3-0 L- 5-3-0 ....„1.._____ -(_3-3 I r 8-6-0 Over 2 Supports R=538 W=5.5" R=311 RL=34/-27 Desi gn Cri t: I RC2012/TPI —2007(STD) PLT TW. Wave FT/RT=28/8(0%)/4(0) 15.02.00. 1 *e. QTY: 1 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-'2118 •*WARNINGI•*READ AND FOLLOW ALL NOTES ON THIS DRAWING! �♦ F REF R7175 61539 825 N 4th Ave,Cornelius OR 97113 ••IIPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '`vr F TC LL 25.0 PSF Trusses requ;re extreme care In fabricating, handl I ng, shl poi ng, Installing and bracing. Refer to and roll air `� he latest edlfion of BGBI cBpild;ng Component Safety Infprmafion, by TPI and W CA> for safely practices prior ��� 14659�'Y ' TC DL 10.0 PSF DATE 03/15/16 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 rigid ce;ling. Locations shown for permanent lateral restraint of webs shall have bracing installed per B51 BC DL 7.0 PSF DRW CAUSR7175 16075054 All L J O`� , sections 03 BT or 010, as applicable. Apply plates to each face of truss and position as shown above and on I [ d he Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate poslf,ens. BC LL I Al a division of ITW Building Components Group Inc. shall not be responble for any deviation from this 0.0 PSF CA-ENG CWC/CWC drawl ng, any fal I ure to build the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, sh;ppl ng, e.='- s, AN ITwCOMPANY Installation a bracing of trusses. /E. �y �`W. TOT. LD. 42.0 PSF SEAN- 24244 A seal on thl s drawl ng or cover page I I st1 nag thl s drawing, I ndi Oates erne tone Of profess'oral engl neer'nag 9-e C •19 response The sill nobility and use of thl s drawl ng for any structure Is the ,v1T�gMW.Cr DU R. FAC. 1. 15 FROM BB le I ty tel el y for the des'gn slaw,. 8351 Roma Circle respons1 bill ty of the eul l ding Deal goer per ANS1/TR1 1 See.2. sa<amemo,CAv582a For more informatipn e thia, =genera, notes page and these web=;tee. SPACING 24.0" JREF- 1VOZ7175ZO9 ALPINE: wwos al pineltw.com; TPI: www.tpinsi.org; wTCA: ems sbcintlustry.con; ICC. www.iccsafe.org Renews;12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pen lot 3 -- verify TIGARD, ** - P2) 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 i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [ 2] W1.5X4 S 2.25 [11] W1.5X4 S 2.25 4X5= 6 3X3 3X3. 2-11-11 iitii 1 1-1-7 1-4-3 If EINIMIIIIIIIIIIIIIIm,iorME _.....011011111111111111111111111111 I IMil mll 11M NE: 1118- 1 3X7 1. 5X4[11] III 1. 5X4[2] III 3-3-0 3-8-8 3-3-0 L 3-8-8 3-3-0 I k 6-11-8 Over 2 Supports R=340 W=5.5" R=326 RL=26/-24 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%D)/4(0) 15.02.00. 1 !,' QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components ofOre on ((503)357-L118 w*WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAIN NG! ,tt,�t� .OF� TC LL 25.0 PSF REF R7175- 61540 825 N 4th Ave,Comehus OR 97113 *•I IiORTANr•* FURNISH THI s DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses regal re extreme care In fabrl cats ng, handling, she ppi ng, Installing and bracing. Refer to and follow ��1 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practlees prior ..2 C \ TC DL 1 0.0 PSF DATE 03/15/16 n to performs ng these functions. Installers shall provide temporary bracing per eC51. Unless noted otherwise, ter., 14859 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedri r gid eei i ng. «ate ens shown for permanent I ateral restraint of webs shat have bran ng o=ral ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16075055 «tions 83, BT or 810, as applicable. Apply plates to each face of truss and position as shown above and o �1/.1� I EI 1" I I the Jai nt petal l s, Nnl ass noted otherwi se. Refer to drawl ngs 1b0A-Z for standard pl ate pass ti ons BC LL 0.0 PSF CA ENG CWC/CWC LI l �1 drawl se, a di fl sl on of ITW euildlrg Components Group Inc. shall not be responsible for any deviation from this g, any fall are to baled the truss In conformance col th ANSI/TPI 1, or for handl l ng, she ppl ng, AN ITW COMR4NY i natal I ati on A braes ng of trusses. 9 4.#1 ��/ TOT. LD. 42.0 PSF SEAN- 24246 A seal on tIH s draw ng or Cover page I I ate ng thl s drawl ng, I ndl cotes acceptance of profess)0ro1 engl near)Ig A C.j 't `/ response be I 1 ty sol e1 y fbr the design shown. The sal tab!I I ty and use of the s draw ng for any structure I s the /Sr,�Mwr 61.11$ DUR. FAC. 1. 15 FROM BB 8351 ROvana Circle response bI I I ty of the Bal I dl ng Desi goer per ANSI/TPI 1 See.2. Sacramento,CA95828 For more infnrmatien a this job.a general note page and these web saes: SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: www.alp,nd to doe. TPI: www.tpinst.org; WIC, www.sbcintlustry.corn; ICC: www.iccsafe.org Renews:12131/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - GG) Top chord 2x4 DF-L #1&Bet. Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) :W1 2x4 HF #2: TC- From 0 plf at -2.83 to 71 plf at 0.00 TC- From 2 pl f at 0.00 to 2 pl f at 8.33 Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on BC- From 0 pl f at -2.83 to 4 pl f at 0.00 factors. BC- From 2 pl f at 0.00 to 2 pl f at 3.48 BC- From 2 pl f at 3.48 to 2 pl f at 8.33 120 mph wind, 19.30 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 23.09 Ib Conc. Load at 2.72 • anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC BC- 224.23 I b Conc. Load at 5.55 DL=4.2 psf. 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. 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 2.00. 1.5X4 III 3X5% / 3X5 2-9-4 3-3-4 4.24 �i W� 18-6-0 ' _.....iiiiiiiill i 3X5= 3X3= 0, 18-0-0 / 3X5= 2X4(A1) 1.5X4 III L-2-9-15 J 2-9-7 3-5-12 2-0-14 2-9-7 3-5-12 1 • 4-10-5 8-4-0 Over 2 Supports R=557 U=47 W=7.778" R=281 U=9 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. p11b►{pA. TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon 503)357-2118 **WARNING!**READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'kt TC LL 25.0 PSF REF R7175- 61541 "I LiParmIlr*` FURNISH THIS S DRAWING TO ALL CONTRACTORS 1 NCLUDI NG THE INSTALLERS. 825 N 4th Ave,Cornelius O 97113 • Trusses Ire extreme care In fabrlcatin handl in sol in InstalIIn and bracin. Refer to and fon ow ��. ed� BCSI I at n, g 9 14659 ' • TC DL 10.0 PSF DATE 03/15/16 tM1e latest ngi ti of recti (Building Component I Safety Ieftempoiar by TPI and YYBCSI for ess o tedcothes ase, cic to Performing Ihese functions. Installers snarl Provide temporary bracing per alI Unless noted attached top mord soar have proper)y attached structural sheafm ng and bottom chord shay have a properly d per BC BC DL 7.0 PSF DRW CAUSR7175 16075056 rigid cei it. 1 Locant ons shown for permanent lateral to each of webs shall have bracing installed per BC51 E_.r L7/- a� A I' M � sections B3. al or B10, as applicable. Apply plates to each face of truss and position as shown above and on I Ji he Joi inn, Ddivili, uofIT noted otherwise. Refer to drawings 160A-Z for standard plate nySltlens. BC LL 0.0 PSF CA-ENG CWC/CWC I dAI rawl ne a division of 1TW Bui the Components Group Inc. shall not be respond bre for any deviation from this •., drawing, any(allure to build the truss i1 conformance with ANSI/TN 1, or for handling, shl ppl ng, AN ITW COMPANY i noon at on&bracing of trusses. ng, .9 'Et.7 odor°' lVv TOT. LD. 42.0 PSF SEAN- 24150 Aseal on respona bl I I!ty drawl so l y)for the deal gn or cover page l Ist!ng sho,. thi Theadrawl oul tabi I ty�and ruses aof cceptance s draw ng fora any structture I s'lthe /� Q� 8351 Rovana Circle responsbnl ty or the Bell ding Designer per ANSI/TPI 1 Seo.2. r�iQNW�C�a DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nformati on see this/obis general notes page and these web WI nes: ALPINE: www.al pi nei tw.coo: TPI: www.tpl est.org; PTCA: www.sbci ndustry.con: I CC. www.i ccsafe.org Renews:12/31/2017 SPACING 24.0" J REF- 1 VOZ7175 Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pI n 1 of 3 -- verify TI GARD, ** - JG) Top chord 2x4 HF #2 120 mph wind, 18.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS. factors. Special loads In lieu of structural panel s use purlins to brace all flat TC @ 24" (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) OC. TC- From 72 plf at 0.00 to 72 plf at 1.94 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iiye TC- From 72 plf at 1.94 to 72 plf at 5.73 load applied per IRC-12 section 301.5. TC- From 72 plf at 5.73 to 72 plf at 9.67 BC- From 14 plf at 0.00 to 14 plf at 7.67 Deflection meets L/360 Iive and L/240 total I oad. Creep increase BC- From 4 pl f at 7.67 to 4 pl f at 9.67 factor for dead Ioad i s 2.00. TC- 100.00 I b Conc. Load at 1.95, 5.72 BC- 15.83 I b Conc. Load at 2.00, 3.67, 5.67 Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 4X5= 6 r -, 6 1 1-3-13 MI It Mii WI_ .18-0-0 1.5X4 111 3X5= 2X4(A1)= 2X4(A1) -2-0-0-->l F---1-11-4 + 3-9-8 T 1-11-4---H L- 1-11-4 ,1_ 3-9-8 ,1, 1-11-4 .j I< 7-8-0 Over 2 Supports R=431 U=52 W=5.5" R=632 U=79 W=5.5" Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.02.00. A 1/4 TmssComponentsofOregon 503357-�i18 D18R0 F Y: 1 OR/-/1/-/-/R/- Seal e =. 5"/Ft. •*WARNI NGI••READ AND FALLOW ALL NOTES ON THIS DRAM x01 x25 N4ponent Cornelius o O3 3S 1ivoRTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 61542 Trusses require extreme are In fabricating, handling, shipping, Installing and bracing. Refer to and follow �� ''� the Iatest edition of BCSI`(BulIding Component safety Information, by TPI and WTCA) for safety practices prior „.�� 14659�'Q�+ TC DL 10.0 PSF DATE 03/15/16 to Perform)ng these functl ons. Installers shall prowl de temporary brad ng per BCS/. Unl essonpotetl other.)se. top chord shall have properly attached structural sheathing and bottom chord shall have a r erl attached ���/ rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingpinstalled per BCSI t;ft.e "- BC DL ,4 r O`� I I see tl ons 83, 67 or 810, as app)I cab)e. Apply pl Ates to each face of truss and poli ti on as shown above and on 7.0 PSF DRW CAUSR7175 16075057 II L J the Joint Details, unless noted other.,se. Refer to drawings 1600:-Z for standard plate positionsipine. a di visien of I W Buildi g Co ponents Group lnc aha), not be responsible fnr any deviation frnm thi s BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fell ure to bud Id the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY nstal 1 at'on R bract ng of trusses. A seal on this drawl ng or cover page Iiotlag Phis drawl ng, I ndl sates aeuytante of rofes tonal anglneerl 9/ ,FQ)t 19 9 �I~ TOT. LD. 42.0 PSF SEON- 24166 responsl bl l l ty solely for the design slow,. The sul tab!IIty and use of thIn drawing for any structure Is the Q ng 8351 Rovana Circle responsl bl l I ty of the&d I di ng Desi gnat per ANSI/TPI 1 see.2. JA, wa G�P DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see this J ob•s general notes page and these web sites: Renews:12/31/2017 SPACING 24.0" J REF- 1 VOZ7175ZO9 :LPI NE: www.al pined tw.com; TPI: www.tpd nst.org: WTCA: w.w.sbci ndustry.corn; I CC: www.i cesafe.org THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - J) Top chord 2x4 HF #2 120 mph wind, 18.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member factors. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase Ioad applied per IRC-12 section 301.5. factor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= H 6 2-3-3 ' 0 al +18-0-0 / 2X4(A1)= 1. 5X4 III 2X4(A1) -=-- L-2-0-0--->i 3-10-0 l'' 3-10-0 L- 3-10-0 ,I_ 3-10-0 J F< 7-8-0 Over 2 Supports R=356 U=3 R=574 U=21 W=5.5" RL=47/-40 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(08/8)/4(0) 15.02.00. pi8Rpp. Y: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components Cornelius on (503 357-1118 "WARM RNI••READ ANO FOLLOW ALL NOTES ON THIS DRAWING! Q'� -��� TC LL 25.0 PSF REF R7175- 61543 825 N 4th Ave,of Oregon Olt 03)35 "IIIPOKtAN"• FURNISH THIS A°ANO NGTO ALL CNOTES GNAT SDRAINCLUDING THE INSTALLERS. �- Trusses regui re extreme care in fabri call ng, handl l ng, shi ppl ng, installing and bracing. Refer to and follow the latest edition of BCSI (Bull di ng Component safety Information, by TPI and eTCA)for safety practice=prior 14659 'Q TC DL 10.0 PSF DATE 03/15/16 r• to performing these functions. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwise. CC- r [op chord shall have properly attached structural sheathing and bottom chorhall have a properly attached ���y��� rl gi d cel I I ng. Locate on=shown for permanent lateral rostral nt of webs shat I have se.bracing Installed per SCSI1. BC DL 7.0 PSF DRW CAUSR7175 16075058 EI ectl ons 83, 67 or B10, as applicable. Apply plates to each face of truss and pos!ti on as shown above and on BC A II I O1�^ I I the Jol nt Details, unless noted otherwl se. Refer to drawl ngs 160A-Z for standard plate post tl ons. LL II ILI, l I \V' I Alpine, a di vi sl on of I Building Components Group Inc. shall not be responsible for any deviation from this •,,, -B. 0.0 PSF CA-ENG CWC/CWC drawing, any Fall ure to build the truss In conformance with ANSI/TPI 1, or for handl I ng, shi poi ng, �/ AN ITW COMPANY I natal l ail on a bracing of trusses •�q QFC.7t 19 9 ** TOT. LD. 42.0 PSF SEQN- 24168 . A seal on this drawl ng or cover page I I stl ng the s drawl 1 I odI utas acceptance of protocol anal engi neer) Y AQ responsibility solely for the design show,. The sue tab!!! and use of this drawing for any structure Is the 8351 Rovana Circle asponslenroy of the eunalrg 0.01gner per NISI/TPI ,Son.2, �Apry,CHP DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this Job's genera, notes page and these web sites SPACING 24.0" JREF- 1VOZ7175Z09 m; ALPI NE: www.al pi mei tw.caTPI: www.tui not.org; wTCA: www.sbcl ntlustry.cam; I CC. www. ccsaFe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - RG) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) TC- From 72 plf at -2.00 to 72 plf at 5.94 TC- From 72 plf at 5.94 to 72 plf at 7.00 Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on BC- From 4 plf at -2.00 to 4 pIf at 0.00 factors. BC- From 7 plf at 0.00 to 7 plf at 7.00 TC- 140.92 I b Conc. Load at 5.89 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 79.05 Ib Conc. Load at 2.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- 83.46 I b Conc. Load at 4.00 DL=4.2 psf. BC- 219.53 I b Conc. Load at 6.00 Wi nd I oads and reacti ons based on MWFRS. Ri ght end verti cal not exposed to wi nd pressure. I n Iieu of structural panel s use purlins to brace alI flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive OC. Ioad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5= P/f T, / / 3X5(R) III 6 f 3-2-7 3-3-13 11.--=-SA -SA 00iii.orlio.•••00110.11°...11111.111 3X5= 2X4 III 2X4(A1)= L-2-0-0-->i 5-11-4 ±1-1-0-12-12'1 L J 5-11-4 i S-1 J < 7-0-0 Over 2 Supports R=612 U=36 W=5.5" R=620 U=41 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. plBflo. TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components ofCornelius on (503)357- 118 '•WARNI RNI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��E e TC LL 25.0 PSF REF R7175- 61544 825 N 4th Ave,Comehus Olt 97113 "I � FURNISH THIS DRAM NG TO ALL COMPACTORS I xclLDl NG THE INSTALLERS. Trusses requl re extreme care I n fabrl cat!ng, handling, she ppi ng, t nstal ling and bract ng. Refer to and fol I ow FA TC DL 10.0 PSF DATE 03/15/16 the latest edition of BCSI (Building Component Safety Information, by TPI and ItTCA) for safety practices pre or 14.59 to performing these fundi ons. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwise. r sdiiihbh top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ���,,`'�,..,go,Ie.I�,- rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI s BC DL 7.0 PSF DRW CAUSR7175 16075059 T.L��� section 83, 87 or 810, as aopplicable. Apply plates to each face of truss and position as shown above and on .-- II I the,,mi7.0:,,.v ils, unless n ted etherwise. Refer to drawings 16oA_1 for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpinei si on of ITYI Builtli ng Components Group Inc. shat' not be respond bee for any tlevl ate on from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, v TOT.LD. 42.0 PSF AN ITW COMPANY I nstal I ati on a brace n of trusses. a1 . A Seel on this drawl ng or cover page I l sting this drawl ng, I ndl cotes acceptance of profess'oral gong'neer!ng 9/ 'FQ 7+1,9at Qt.�I SEQN- 24248 response bi t l ty eel sly for the design show. The sol lobi l i ty and use of this drawing for any structure is the Oki w•G��4 DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle respond hi I I ty of the But l di ng Oast gner per ANSI ITP1 1 sec.2. Sacramento,CA 95828 For more i nformati on see the s Job's general notes page and these web sites: ALPI NE: www.al pi mei tw.cam: TPI o www.tpl nst.oro: wTCA: www,sbci ndustry.corn: ICC, www.I ccsafe.org Renews:12/31/2017 SPACI NG 24.0" J RE F- 1 VOZ7175 Z09 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - R) 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=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd loads and reacti ons based on MWFRS wi th additional C&C member factors. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ri ght end verti cal not exposed to wi nd pressure. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD No SIZE SHIFT BITE factor for dead load is 2.00. [ 9] W1.5X4 S 2.25 2X4 III 3-10-3 6111 I ■ 111111 _A1 •j' 4_9-0-0 / dillgIIIIIIIIIII 1.5X4[9] III 2X4(Al)= L--2-0-0-->J 6-10-4 1 12 'n k 7-0-0 Over 2 Supports R=488 W=5.5" R=270 U=8 RL=74/-31 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 11 BR 4TY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components ofCornelius on (503)357-2118 **WARN!RNI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! `cow TC LL 25.0 PSF REF R7175- 61545 825 N 4th Ave,Comehus 012 97113 ••I IwoRTurt" FURNISH THIS DRAWING TO ALL CONTRACTORS 1 xcl-uDl Ne THE INSTALLERS. Trusses regal re extreme care In fabrl cats ng, handling, shl ppi ng, Installing and bracing. Refer to and follow I.� _ the latest etli ti on of BCSI (Building Component Safety Information, by TPI and'M1TCA) for safety practices rio to performing these fbncti ons. Installer=shall provide temporarybraein r1 0.0 PSF DATE 03/15/16 top chord shall have I attached structural sheathin 9 per BCSI. Unless noted attached proper y g and bottom chord shall have a properly attacM1ed 14659TC(� DL T. rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing InstalIeel per BCSI s' BC DL 7.0 PSF DRW CAUSR71 75 16075060 ,4 FI ecti ons B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o II II QJ�^ �II 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions BC LL 0.0 PSF — II IFq1 \VI I Alpine, a di vi sl on of ITW Building Components Group Inc. shall not be responsible for any deviation from this e.,..-.e. CA-ENG CWC/CWC drawl ng, any failure to buiId the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMR4NY instanatin„R bracing of trusses. ,9 '4c 7 tiy69 Qtv7+ TOT. LD. 42.0 PSF SEON- 24250 . A seal on thl s drawl ng or cover page I 1 st1 ng in!s drawl 1 I ndl rotes eeceptente of proressl onsl snpl neer! ��1 respond bl l l ty agilely for thedin design ehewn. The sal tab! c.2 and 11se of thea drawl lig for any structure IS the TjgM�,Cr DUR. FAC. 1. 15 FROM BB 8351 Aovana Circle respond bl 1 I ty or the&11 I dl ng Desi goer per ANSI ml 1 see.z. Sacramento,CA 95828 For more l nformati on see thi s j ob•s general notes page and these web SI tea: ALPI NE: www.al pi nal tw.can; TPI: www.tpi nst.erg: wTCA: ww,sbcl ndustry.come ICC: www.I ccsafe.org Renews:12/31/2017 SPAC I NG 24.0" J REF- 1 VOZ7175Z09 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - EJG) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 72 pl f at -2.00 to 72 pl f at 1.85 120 mph wind, 18.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 pl f at 0.00 to 7 pl f at 5.94 DL=4.2 psf. BC- 16.30 I b Conc. Load at 2.00 BC- 22.34 I b 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 load applied per IRC-12 section 301.5. factor for dead Ioad is 1.50. R=49 2 +18-11-12 1 6 I 1-3-4 rI 18-0-0 IV J 2X4(A1) --2-0-0 >i< 1-10-3 >I< 4-1-1 J i< 5-11-4 Over 3 Supports R=339 U=45 W=5.5" R=79 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2/8(0/8)/4(0) 15.02.00. 1 QTY:7 OR/-/1/-/-/R/- Scale =. 5“/Ft. 8 0 Truss Components of Oregon (503)357-7.118 **WARMNGI** READ AND FOLLOW ALL NOTES ON THIS DRAIINGI ,04.1 .04 TC LL 25.0 PSF REF R7175 61546 825 N 4th Ave,Cornelius OR 97113 *•I WORTANT” FURNISH Txl S DRAWING TO ALL COMMACTDRS I NCLWI ND THE INSTALLERS. Trusses require extreme care In fabrl call ng, handl l ng, shl ppi ng, install l ng and brat;ng. Refer to and follow the latest ed;n on of BCSI (BuiIding Component safety Information, by TPI and AICA) for safety practices prior C; FA' TC DL 1 0.0 PSF DATE 03/15/16 to perform)ng these Punct;ons. Installers shall prowl de temporary bract ng per BCSI. Unless noted otherwl se. 1 46 59 9 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r BC DL 7.0 PSF ri gid ce;I;ng. Locati ons shown for permanent I ateral restraint of webs shat I have bract ng i metal I ed per BtstDRW CAUSR7175 16075061 ,4 �� sections B3, B7 or B10, as applicable. Apply plates to each face of trussandpost t;on as shown above and on QI the Joint Details, unless notetl otherwl se. Refer to drawings 160A-Z fors ands rd plate posltlons. I I AI Pine, a tlivision of 1TN BUI1di,�Canpnnents Group Inc. shall not be resPnnsible fnr any devlatlon from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fol I tire to bui Id the truss In conformance wl th ANSI/TPI 1, or for handling, shl ppi ng, *::, -. AN ITW COMPANY ;metal I atl on R bract ng of trusses. V TOT. LD. 42.0 PSF SEQN- 24116 . Asset on this drool og or cover pegs I I sti p this Oreo)ng, i mel Estes teres or profasai ons1 Inpl nesri ng 9 QFC 7 19 9 tV pmsl DI I ty sol Il y fir tnI diel en show,. TNI w1 tab)I I ty.m Bs.oftKI n drawl ng.or en,.ntrllctero 1 s the /s QQ DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle resin:mei bl I I ty of the Dui I dl ng Peel finer per ANSI�I t .2. P w.C�� SBeraB,ento,CA9582e For more Infnrmatinn a thisfnb s genera, notes page and these web sites: SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: www,al pi mel tw.can; TPI: www.tpl net,org; eTCA: www.sbcl ndust rye tom; ICC. www.iccsafe.org Rwnswa•17/t1/9017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - EJ1) Top chord 2x4 HF #2 120 mph wind, 18.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 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 MINERS with additional C&C member desi gn. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead load is 1.50. +19-11-12 R=98 U=12 000.06.100,0111.11.... i18-0-0 i 2X4(A1) L-2-0-0 >i< 3-10-3 >L 2-1-1---->J 5-11-4 Over 3 Supports >1 R=384 U=7 W=5.5" RL=57/-25 R=83 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 1 . AC QTY:7 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1118 "WARNI NGI"READ AND FOLIO/ALL NOTES ON THIS DRAWING! �Q�F' lC TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. '< - REF R7175- 61547 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow d . F7N• TC DL 1 0.0 PSF DATE 03/15/16 the latest edition of BCSI (Building Component Safety Informatl on, by TPI and WTCA) for safety practl ccs pH or ,,••. I O c �Q to Performi ng these fundi ons. I hetet l ere shat l provi de temporary brad ng per BCSI Unl ess noted otherwise. I•V 14659 top chord shat 1 have properly attached structural sheathi ng and bottom chord shat I have a properly attached ` r BC DL 7.0 PSF DRW CAUSR7175 16075081 ,Ailhhrigid ceiling. Locations shown for permanent lateral rostral nt of webs shall have bracing installed per BCSI II �O`� I t ewi sctions B3, BT or 810, as applicable. Apply plates to each face of truss and posi LI on as shown above and on II J 1 the Joint BetelIs, unless noted otherse. Refer to drawings 160A-2 for standard plate pox tions. BC LL 0.0 PSF CA-ENG CWC/CWC Al pi nes a di vi si on of I TW Bui I di ng Components Group Inc. shat 1 not be responsi bl a for any devi at on from thi s drawing, any Tal Iore to bui Id the truss In conformance with ANSI/TPI 1, or for handl I ng, shl opt ng, AN ITW COMPANY I neral I at on R bract ng of trusses. r TOT. LD. 42.0 PSF SEQN- 24118 A seal on MIs drawl rq or cover papa I 1 stl np thl s drew) 1 ndl ores acts ranee of professional Dost enol heart np 9 'fC ' Ag99 iisfo responsi bi 11 ty sol el y for the design shown. The sol tabs I i ty and use of title drawing for any structure I s the '4.1,, t% DUR. FAC. 1. 15 FROM BB 8351 Roma Circle responslbl l lty or the RUIldlng Desi goer per ANSI/rPl 1 See.2. 'f�W.GNp Sacramento,CA 95828 For more Informatl on see this fob s general notes page and these web sites: P SPACING 24.0" JREF- 1 VOZ7175ZO9 ALPINE: www.al pi net tw.tom; TPI: www.tpl net.org; WrCA: www.sbci ntlustry.tom; ICC: www.I ccsafe.org RPnww¢•12/11/7817 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - A) Top chord 2x4 HF #2 120 mph wind, 19.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. 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 2.00. 1. 5X4 III i 3-3-13 6 li J18-0-0 I 1. 5X4 III 011111.11111.2 .11.11.1111.1111111111111.11111111X4(A1) L-2-0-0-->•1 5-9-8 1"12 l 5-11-4 Over 2 Supports R=447 U=8 W=5.5" R=220 U=18 RL=79/-28 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. D r,-OF• A •TY:26 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-4118 "WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAW! ��. TC LL 25.0 PSF REF R7175- 61548 825 N 4th Ave,Cornelius OR 97113 ••1 FIRM FOSH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 4�. Trusses regal re extreme care In fabricating, handl Ina, shi ppl ng, Installing and bracing. Refer to and follow the latest edition of BGSI (Building Component safety Information, by TPI and WrCA) for safety practices prior tea, 14659 9 TC DL 10.0 PSF DATE 03/15/16 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 ������,�....,,,.y,,,....�w��-�� rI gid cel 1 i ng. Locatl Ons shown for permanent I eters! rostral nt of webs shat I have bract ng Instal led per BCSI 1 BC DL 7.0 PSF DRW CAUSR71 75 16075062 e t/ons 83, 87 or B10, as applICabl e. Apply plates to each face of truss and position as shown above and on ,4�L �0 I I t• the Joint Details, unless noted otherwise. Refer to drawings 1b0A-Z for standard plate positions. _ BC LL 0.0 PSF CA-ENG CWC/CWC Alpine, a division of ITN Bui l ding Components Group Inc. shat! not be respond b!e for any devi at on from this a a... drawing, any fall are to build the truss in conformance wl th ANSI/TN 1, or for handl l ng, shipping, AN IrweoNlP,nNY installation&bracing of tresses. 9 'el: 7 00 (0. TOT. LD. 42.0 PSF SEON- 24120 A seal on this drawl ng or cover pope I 1 sting tills drawl ng, 1 ndl cotes acceptance of profess/coal engi neeri ng �� • w responsl bl l I ty sol el y for the design shown. The tel tab!I I ty and use of this drawl ng for any structure 1 s the V jZgM w•GPT( DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bl I I ty of the eel I dl ng Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Information see this jobs general notes Page and these wee sites, SPACI NG 24.On JREF- 1VOZ7175Z09 ALPINE: www.al pi nel tw.can; TPI: www.tpl nst.erg; ARCA: www.sbcl ndustry.com; ICC'. www.1 ccsafe.org Renews:12131/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - EJG1) Top chord 2x4 HF #2 Special Ioads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) 120 mph wind, 18.31 ft mean hgt, ASCE 7-10, CLOSED bid Located TC- From 72 plf at -2.00 to 72 plf at 1.85 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 sf, wind BC BC- From 4 pl fat -2.00 to 4 pl f at 0.00 DL=4.2 psf. p BC- From 7 pl f at 0.00 to 7 pl f at 5.60 BC- 16.30 I b Conc. Load at 2.00 Wind loads and reactions based on MWFRS. BC- 22.34 Ib Conc. Load at 4.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 1.50. _*18-11-12 6 R=41 1 1-3-4 i 1 +18-0-0 2X4(A1) —2-0-0 >L 1-10-3 >1c 3-9-1 1 -c-----5-7-4 Over 3 Supports >I R=340 U=45 W=5.5" R=74 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2% O% /4 0 15.02.00. Vit. ( ) ( ) TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-'118 "WARNINGI**READ AND NG TO Oozes ON S IN DRAIN! �. ��r TC LL 25.0 PSF REF R7175- 61549 825 N 4th Ave,Cornelius OR 97113 - ••I IvoRTANr•• rlsirll SH THIS DRAM NG 70 ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. �`' Trusses requl re extreme care in fabricating, handling, sill ppl ng, Install l ng and bracing. Refer to and follow the latest edition of BCSI (Bui l dl ng Component Safety Information, by TPI and WTCA) for safety practl ces rl or to perform)ng these functl ons. I nstal I ers shall ide tem i Q� top chord shall have properly attached structural prow end bottom brat)he per BCSI. Unless noted otherwise, sheathing and bottom chortl shall have a operl attached rigid cel I ng. Locations shown for permanent lateral restraint of webs shall have tracingpinstalll ed per BCSI �����e}'��1 A f 1 O`1 N I I T sAI[i ons BB elBor BlO as app) cab)e. Apply plat es to each fat n AU$ 7175 16075063 II L 1 'e 14659 � PSF e of truss and position as shown above o 'P/is"+�- EC RO 3/15/16 ' � BC DL 7 0 PSF DRW the Jol n[Details, unless noted otherwl se. Refer to drawings 160A-Z for standard plate positions. pine. a division of ITV Buildlrg Components Group Inc. shall not be responsible far any deviation from this R.:, BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fol l ure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY 1 nstal I ati on R bract ng of trusses. ,r A art en tma drool ng or cover pope nanny this drawl ng, Indlutes eeesptonee of professional enpinser fig 9 'FC 7.VB0 ,44 TOT. LD. 42.0 PSF SEON- 24122 responsl bl l l ty solely for the design silvan The wltab)IIt and use of tills drawing for any structure Is the / Qot 8351 RovanaCvcle responslbll Ity of the eunding Dealpner per ANSIITP1 1 see.2, SO4A,ma mAt• DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformatl on see till s J ob•s general notes page and these web sl tes: ALPINE: www.al pine,tw.coo; TPI: www.tpi est.org; WIC, maw.sbci ndustry.tee I CC: way tcsafe.erg Renews:12/31/2017 SPACING 24.0" J REF- 1 VOZ7175209 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - EJ2) Top chord 2x4 HF #2 120 mph wind, 18.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 1.50. .l 419-11-12 R=97 U=13 >gjirig000011111101111111111111111111111111111 2-3-4 1 tri_AMIMIMINIMMIMMIMIMI J .418-0-0 4(A1)= L-2-0-0 ›-l< 3-10-3 >i< 1-9-1--->J <-----5-7-4 Over 3 Supports R=383 U=8 W=5.5" RL=57/-25 R=79 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 1 .pT4. QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. OR Truss Components of Oregon (503)357-2118 ••WARNINGI*•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 49* TC LL 25.0 PSF REF R7175- 61550 825 N 4th Ave,Cornelius OR 97113 ..IWPDRTANT.. FURNISH THIS DRAWING TO ALL CowniACTORS INCLUDING THE INSTALLERS. Trusses regui re extreme care In fabri cat!ng, handl ing, shl poi ng, instal l;ng and bracing. Refer to and fol low L%�f the lobese on of BGSI <BulIding Component safety Inftematlon, by TPI and WTCA) for safety pracnhes prior Cu 14659`9 TC DL 10.0 PSF DATE 03/15/16 t. to performing these functions. Installers shall provide temporary brae! g per SCSI, Unless noted otherwise. oiliihk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid eel I ng. L^oat;"ns shown for permanent I ateral restral nt of websshat have braci ng I natal I ed per BGS, .-- BC DL 7.0 PSF DRW CAUSR71 75 16075064 11 `� I sect)ons B3, BT or B10, as app!!cable. Apply plates to each face of truss and post ti on as shown above and o /�I/.1l [ I , the ntall:::lsi, ess noted otherwise. Refer to drawings,6BA_Z for standard plate pos,t;ons BC LL 0.0 PSF CA-ENG CWC/CWC I Al pl ne, si on of I W Bui g Components Group i nc. shal not be respond bl a for any tlevl at;on from th;s , drawing, any fa;l ure to boi I the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMR4NY lnstallat!nn s bracing of trusses. 9 `f TOT. LD. 42.0 PSF SEAN- 24124 A seal on this drawl ng or cover pegs I Intl ng thl s drew ng, I Dal eaten acceptance of profess!oral engl neer!ng 9� C.7,19$ Q respond bl II ty eel el y for the design shown. The sol tab! I ty and use of this drawing for any structure Is the Q OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond b!I I ty of the BDl I d! Dae!Rner per ANSI/ral 1 sec.2. �r�ANW.GHp SaeraB,em,CA55828 For more,eformat;on see this Jobs general notes page and these web sites SPACING 24.0" JREF- 1VOZ7175ZO9 ALPINE: www_al pi nal tw.can; TPI: www.tpi net.org; W,CA: www sbci ndus[ry.corn; I GC: www.I ccsafe.org Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pin lot 3 -- verify TI GARD, ** - B) Top chord 2x4 HF #2 120 mph wind, 19.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. I oad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead load is 2.00. 1. 5X4 III 6 �_ 3-1-13 0010111 III ploi 1.5X4 III 2X4(A1) 1•<--2-0-0- ->J 5-5-8 1"12 'f1 lac 5-7-4 Over 2 Supports R=434 U=8 W=5.5" R=203 U=17 RL=76/-28 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. p1ppo`p TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-"118 THI �, C 825 N 4th Ave,Cornelius Olt 97113 I NpDRNar" RURNI sN TNI s oRAn ND ro LLL CONTRACTORS I NDI uDI xe THE!asTALLeRs. ``�_'��/ TC L L 25.0 PSF REF R717 5- 615 51 �" � Trusses requl re extreme care i n fabrl cats ng, handl ing, shi poi ng, I neral I I ng and bract ng. Refer to and fol I ow V the latest edition of°CSI (Building Component safety Information, by TPI and VRCA) for safety practices prior <4 14659 9 r TC DL 10.0 PSF DATE 03/15/16 to perform)eq these fundi ons. I oactal I ere shat I pros;de temporary bracing per SCSI enl ess otherwi se, CAUSR7175 16075065 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �.�1� rigid ceiling. Locations shown for t lateral restraint of webs shall have bracingPinstalIed per BC51 t �" BC DL 7.0 PSF DRW permanent .4 ,T. sections B3, B7 or B10 as aoppl i cable. Apply plates to each face of truss and position as shown above and on L J r the 1pl nt Detai I s, unless n ted otherwise. Refer to drawl ngs 16cot fer standard plate oust tl not. BC LL 0.0 PSF CA-ENG CWC/CWC I I AI pl noel a dl vi si onun,' of I TW Bui dl rg Components Group Inc. shat not be responsi bl a for any devl ati on from thi s •;'• s: drawl ng, anyfall ure to build the truss in conformance with ANSI/TPI 1, or for handling, chipping, *V AN ITwCOMWWY installation R bracing of trusses /� 'fQ tg69 Qts TOT. LD. 42.0 PSF SEON- 24126 A feel on the s drawl ng or cover pegs I 1 st!ng this drawl I ndl totes acceptance of profess'anal enol neer)ng I . 7♦ resp0ns!b'I I ty so1 el y for the dee'gn shown. The sal tebi PI ty and use of thl a drawl ng for any structure 1 s the STj�M wr ow DU R. FAC. 1. 15 FROM BB 8351 Aovana Circle response blI I ty of the gut I d1 ng Desl goer per ANSI tin' 1 sec,z. Sacramento,CA 95828 For more l nformatl on see this)ob•s general notes page and these web Cl tee: ALPI NE: www.al pi net tw.corn, TPI:www.tpi net.erg; WICA: www.sbcl ndustry.com, ICC: www.,ccsafe.org Renews:1213112017 SPACI NG 24.0" JREF- 1 VOZ7175Z09 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin Iot 3 -- verify TIGARD, ** - BG) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15 Webs 2x4 DF-L Std/Stud(g) TC- From 72 plf at 0.00 to 72 pl f at 5.60 BC- From 7 pl f at 0.00 to 7 pl f at 5.60 Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on BC- 1670.80 I b Conc. Load at 2.00 factors. BC- 806.81 I b Conc. Load at 4.00 120 mph wind, 19.75 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind Ioads and reactions based on MWFRS. anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Right end vertical not exposed to wind ppressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Ioad applied per IRC-12 section 301.5. factor for dead Ioad i s 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W3X7 S 5.00 [10] W4X5 2.00 R 2.00 1. 5X4 III 4X8 3-1-13 1110104111 J 18-0-0 3X7[5] III 4X5[10] 3X10(A6R) i. 2-0-14 3-4-10 1 12 2-0-14 3-6-6 i 5-7-4 Over 2 Supports >1 R=1569 U=97 W=5.5" R=1354 U=72 Desi gn Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.02.00. G 11410- TY: 1 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! 't` IR TC LL 25.0 PSF 825N4th Ave,Cornelius OR 97113 ••INPORrANT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 5 �� REF R7175— 61552 Trusses requl re extreme care In fabrl cating, handl l ng, sill pal ng, Install l ng and bracing. Refer to and follow the latest edition of SCSI (Bol!di ng Component Safety Information, by TPI and w1CA) for safety practi Gen prior LIUIU 14659 9 , TC DL 10.0 PSF DATE 03/15/16 n to Performing these functl ons. Installers shall prowl de temporary bracing per BCS1. Unless noted otherwise. riq top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached .���I���1��`��e�.e��Nr_�t�� BC DL 7.0 PSF rl gid cei I i ng. Locati ons shown for permanent I ateral restraint of webs shat I have bract ng I nstal I ed per BCSI F DRW CAUSR71 75 16075082 ,4 �O`� I sections 83, B7 or B10, as applicable. Apply plates to each face o£truss and position as shown above and on J ! the Jot rat Betel I s, and ass noted otherwl se. Refer to drawl rags 160A-Z for standard p1 ate pose ti ons BC LL 0.0 PSF CA—ENG CWC/CWC Al pi nen a di vi si on of 1 TVBui I dl ng Components Group 1 nc. shat I not be responsl b1 a for any devi atl on from thi s c;:. V. drawing, any fall ure to build the truss in conformance with ANSI/TPI 1, or for handl I ng, Shipping, r AN ITW COMPANY i ncool I at this drawl ng or cover page I I stl rap this drawl na, I ndl utas acceptance of profess)oral tonal near) responsl hi l l ty solely for the design shown. The Sul tabl llty and usn of this drawl ng for any structure In the sr'4N w.C�p4 DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl hi I I ty of the Phil I dl ng Desi goer per ANSI ITPI 1 Sec.2. Sacramento,CA 95828 For more I nformati on see thi s)ob•s general notes page and these web s1 tes: ALPINE: www al pineitw.cn TPI:www.tainst.ore; WTCCA ,- : wan, cram, I www,ccsafe org Renews:12/31/2017 SPACING 24.0" JREF— 1VOZ7175Z09 on THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pin I ot 3 -- verify TI GARD, ** - EJG4) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 72 plf at -2.00 to 72 plf at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 pl f at 0.00 to 14 p1 f at 4.00 DL=4.2 psf. BC- 16.30 1 b Conc. Load at 2.00 Wi nd I oads and reacti ons based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IRC-12 secti on 301.5. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 1.50. 11 +9-11-12 1 R=14 6 1-3-4 11 9-0-0 NE.:-..--4. R 2X4(A1)= I -2-0-0 >I< 1-10-3 >i< 2-3-5—>J F-4-0-0 Over 3 Supports -H R=348 U=25 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0°/n)/4(0) 15.02.00. 1 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503)357-ti118 'wWARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ti?,:t .Op TC LL 25.0 PSF REF R7175- 61553 825 N 4th Ave,Cornelius O 97113 "I NPORTANT'• RANI SH THIS DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. Trusses regui re extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the Iatest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior C? t`ATC DL 10.0 PSF DATE 03/15/16 t. to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. 14659 top chord shall have properly attached structural sheathing and bottom chord shall have a proper) attached err rigid cel l l ng. Locations shown for permanent lateral estrai nt of webs shall have bract ng installed per BCSI •• BC DL 7.0 PSF DRW CAUSR71 75 16075066 ,4 L� sections B3, B7 or BID, as applicable. Apply plates to each face o£truss and post tl on as shown above and on LF) I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC J I AI pine, a di vi sI on of I bu Bui dl ng Components Group Inc. shat not be Tor for baa for any dept atl on from thi s drawl ng, any fall ure to build the truss on conformance wl 55 ANSI/TPI 1, or for handling, shipping, e;;, _41 AN mw COMPANY installation R bracing of trusses. q p v TOT.LD. 42.0 PSF SEAN- 24135 . Aeseal on DI I Itty drawl drl el ng or the cover lape lI I sotll ng tthI ssd drawl ei I i cyend t.shpt s d°re°wf ng fess,,y strS?Are i!Oihe 4/n 4-0 T.19 9 �� $151 Ruyana Circle respan lbl I l ty or the Bull dl ng Deal glen per ANSI/TPI 1 Sec.2. -up W.��wQ� DDR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Informatl on see this)ob.s general notes Page and these web sites: [� SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: www.al pi net tw.corn; TPI: www.tpi nst.org. WTCA: www.sbcindustry.cox; ICC. wwwi ccsafe.org Ragewe•12131/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - E) 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 i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green lumber (g) desi gned usi ng NDS/TPI reducti on Wind I oads and reacti ons based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. I oad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. • 1.5X4 Ill .....iiiiidal 6 2-4-3 j11.1111W 01 1.5X4 III 1111111111 2X4(A1) L-2-0-0—>J Fc 3-10-42 l<---4-0-0 Over 2 Supports R=379 W=5.5" RL=49/-26 R=121 U=3 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=26/6(0%)/4(0) 15.02.00. 1 QTY:8 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARMNGI••READ ANO FOLLOW ALL NOTES ON THIS DRAWING! 010 OFF TC LL 25.0 PSF REF R7175- 61554 825 N 4th Ave,Cornelius OR 97113 ••1 STAIR•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE I NSTALLENS. Trusses require extreme care In fabrlcating, handling, shipping, installing and bracing. Refer to and fol lowDATE 03/15/16 the latest edl tl on of BCS/ (eul I di ng Component Safety Informati on, by TPI and WTCA)for safety practi ces pri or X13 1 c!1�� TC DL 10.0 PSF is to performing these fundi ons. Installers shall provide temporary bracing per BCS/. Unless noted otherwise, rr, 1 46 59 top chord shatI have properly attached structural sheathing and bottom chord shall have a properly attached ` BC DL 7.0 PSF DRW CAUSR7175 16075067 rigid ceiling. Locations shown for permanent lateral estrai nt of webs shall have bracing installed per BCS/ L��� sections 63, 87 or 810, as applicable. Apply plates to each face of truss and post tion as shown above and on ! the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I AI pine, a di vi si on of I TW[WI I dl ng Components Group Inc. shat 1 not be responsible for any devi ati on from thi s drawing, any tel 1 ure to bur I d the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, shl ppl ng, e;,• _•/! AN ITW COMPANY i nstal I ati on s bracing of trusses. yv TOT. LD. 42.0 PSF SEQN- 24138 . Aeseal nl I 1 ty drawl ng or cover r the reppl p I Isl.51 wwlbp tmhl ssdlrawl 111,t1 MIW use of etpi a drawl of p off'i ono! ansil no 1119 9� 'lea 7,%go �r 8351 Rovana Circle respnnsl bill ty of the Bull di ng Deal prier per ANSI RPI 1 Sec. '4). at w•ay.- Sacramento, DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thi s j ob s general notes page and these web sites: SPACING 24.0" J REF- 1 VOZ7175Z09 ALPINE, www.al pi mel tw.con'. TPI: www,tpi nst.ore; WTCA, www.sbci ndustry.corn; ICC: www.I ccsafe.org Renawc:12/1112017 THI5 DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - EJG2) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 72 pl f at -2.00 to 72 pl f at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 plf at 0.00 to 14 plf at 3.94 DL=4.2 psf. BC- 16.30 I b Conc. Load at 2.00 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad 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. 0 4_10-11-12 6 R=13 1-3-4 olio M1,10-0-0 Itirill 2X4(A1) 1-<-2-0-0 I 1-10-3 >1< 2-1-1-->i I-E3-11-4 Over 3 Supports - R=348 U=25 W=5.5" R=51 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. g18ROFF Y:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI RNI••READ AND NG TON ALL NOTES ON THIS DRAWING! �� "-�� TC LL 25.0 PSF REF R7175- 61555 825 N 4th Ave,Cornelius OR 97113 ••I YPOIIfANT•• FURNISH THIS DRAWING NG TO ALL CONTRACTORSNOTESONT INCLUDING THE INSTALLERS. l Trusses reguire extreme care In fabrlcat'ng, handl Ing, shipping, InstalIIIg and bract ng. Refer to and fol Iow 1 48 59 -r the latest edltlon of SCSI (Beilding Component safety Information, by TPI and wrCA) for safety practices prior TC DL 1 0.0 PSF DATE 03/15/16 to Performing these functl ons. Installers shall Provide temporary bracing per BCSI. Unl ess noted otherwise, �' r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached n rigid cel l I ng. Locatl ons shown for permanent lateral restraint of webs shall have bracing i sial Ied per BCSI s'f�J/Ar•`•� BC DL 7.0 PSF DRW CAUSR7175 16075068 II ,4 �O�oA116 sections 83, B)or B10, as applicable. Apply plates to each face of truss and post tI on as shown above and on I I the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC AI pi ne, a dl vi si on of 1121 Bui 151 ng Components Group Inc. shall not be responsi bl a for any devi ati on from thl s s:'• -a drawing, any failure to build the truss In conformance wl th ANSI/TPI 1, or For handling, shl ppi no, V AN ITW COMPANY Installation r bracing of trusses. ng, p 9 'FC 7 190 Q<`'' TOT. LD. 42.0 PSF SEQN- 24140 respons bl11 ty drawl elyNor cover for the dessign shown. TThessult drawl IItyand use ofothis drawing'fors any structure Is the /�{� 8351 Roma Circle responsibl I I ty of the Elul Idlog Desi goer per ANSI/1111 1 Sec.2. A'��w,ys•� DUR. FAC. 1. 15 FROM BB Sacramento,CA9582R For more information see this jobi s general notes page and these web sites: Renews:12/31/2017 SPACING 24.0" JREF- 1VOZ7175Z09 ALPINE: www.al pl nei tw.can; TPI: www.tpl nst.org; wTCA: www.sbci ntlustry.cow ICC: www.iccsa Fe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin Iot 3 -- verify TIGARD, ** - C) 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=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd loads and reacti ons based on MWFRS wi th additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end verti cal not exposed to wind pressure. Ioad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1. 5X4 III • 6 2-3-13 4i .. 10-0-0 0 1. 5X4 III 01°11.11.2X4(A1) Lc--2-0-0-->J 3982 F3-11-4 Over 2 Supports R=377 W=5.5" RL=49/-26 R=117 U=2 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. D18R0pF Y:3 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1.118 *'WARNINNI H READ AND NG TO ALL NOTES ON THIS INCLUDING �ae2'� +'-4%, TC LL 25.0 PSF REF R7175- 61556 825 N 4th Ave,Cornelius O 97113 "i�� FURNISH THIS DRAWING TD ASL CONTRACTORS 1 NCLUDI NG THE INSTALLERS. �� e Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (BulIding Component Safety information, by TPI and WeCA) for safety practices prior 14659 9 TC DL 1 O.0 PSF DATE 03/15/16 to performing these functi Installers shall provide temporary bracing per BCSI. c e ps pored otherwise, I- top echordrfor shall have properly attached structural sheathing and temporary bottombra chord shall have a properly attached herwis _� rl gl d cei I i ng. Locati ons shown for permanent I ateral restraint of webs shat I have brae!ng i nstal I ed per BCSI Irfejl!��� BC DL 7.0 PSF DRW CAUSR7175 16075069 ,4 �� Ta sections B3. B7 or B10, as aoppl I cabl e. Apply plates to each face of truss and post tl on as shown above and on II i the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL O.0 PSF CA ENG CWC/CWC I Al pi ne. a dI vi si on of ITN Bid ng Components Group Inc. shat I not be responsi 61 a for any devi atl on from thi s �'� drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shl poi ng, AN ITW COMPANY Ansseal ooni rots drawl ng r coverepage II st119 this drew! I MI Cates acceptance of professions! engineer!ng 9/_A 'eC 7.19$9 A� TOT. LD. 42.0 PSF SEAN— 24142 responsibility solely for the design sham. The sultablIIty and use of this drawing for any structure Is the VT/OMwr C ' DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bl I 1 ty of the Bul I dl ng Desi goer per ANSI/Tel 1 Sec.2. Sacramento,CA9512$ For more information see this jobs general notes page and these web sites: Renews:1213112017 SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: www.al pi mel tw.com; TPI: www.tpl nst.org; NrCA: www.sbci ndustry.com; ICC. www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - EJG3) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 72 pl f at -2.00 to 72 pl f at 1.85 120 mph wind, 18.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 plf at 0.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 pl f at 0.00 to 14 pl f at 3.74 DL=4.2 psf. BC- 16.30 I b Conc. Load at 2.00 Wi nd I oads and reacti ons based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IRC-12 section 301.5, Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead Ioad is 1.50. 11 +18-11-12 • R=11 1 1-3-4 6 J +18-0-0 11.-71 2X4(A1) -- L-2-0-0 >I1< 1-10-3 J s 1-10-11-->.1 I.< 3-8-14 Over 3 Supports IR=348 U=38 W=5.5" R=48 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.02.00. {:11 SRO, TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1118 '"WARNI NGI""READ AND FOLLOW ALL NOTES ON SIS DRAIN NG! TC LL 25.0 PSF 825 N 4th Ave,Cornelius 012 97113 I IpaRrnxr=• F1RNI SH TNI s DRAn NG To ALL xNrRACTDRs I xcLUD1 NG THE I NSTALLBRs. ''`��( REF R7175- 615 5 7 Trusses require extreme care in fabricating, handling, shipping, installing and bract ng. Refer to and follow V - � the latest edition of BCSI ssulIding Component safety Information, by TPI and WTCA) for safety practices prior .kI 14859 9 TC DL 10.0 PSF DATE 03/15/16 (1 to 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 ri gid cei I i ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have bract ng I nstal I ed per BCSI 0 BC DL 7.0 PSF DRW CAUSR7175 16075070 II IU �� sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on A I' EJ I the Joint 0etatIs, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions BC LL 0.0 PSF CA-ENG CWC/CWC I AI pine, a dl vi si on of 1 TW Bui I di ng Components Group Inc. shat I not be rorfori bl a for any devi ati on from thl s �;=' W drawl ng, any failure to but Id the truss in conformance with ANSI/TPI 1, or for handling, shipping, v SEQN- 24128 AN ITWCOMP4NY Installation a bracing of trusses. no, acceptance 4), 'ec T 00 Qty`✓ TOT. LD. 42.0 PSF rresponsl b1 I I iy drawl y5 for tMSCesi page sheI en.no tThessul tab)I I tyeand uses or thl sdrrawwl ng forsani y elsRefute I s he � Q -- 8351 RovaBa Circle respmisi bi I I ty of the Ben ding Designer per ASI/TPI 1 sec,Z. hi4NW.GV' DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatt on see tuts)olf s general notes page and these web sites: ALPINE: www.a1 pt tel tw.com; TPI: www.tpt nst.org; WTCA: www sbci ndustry.con; I CC: www.i ccsafe.org Renews:12/3112017 SPACING 24.0" J REF- 1 VOZ7175 Z09 I I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - D) Top chord 2x4 HF #2 120 mph wind, 18.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wind I oads and reacti ons based on MWFRS with additional C&C member factors. 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 2.00. 1.5X4 III t 6 r 2-2-10 t grii_ ME 18-0-0 1.5X4 III 2X4(A1) --2-0-0----1 3-7-2 -71 z 3-8-14 Over 2 Supports R=371 U=11 W=5.5" RL=56/-25 R=106 U=7 Design Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%8(0%)/4(0) 15.02.00. 019Ropf TY: 3 OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "`WARM NGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825N4th Ave,ComehusOk9713 asses regnirelOReme eare in fabs"eTM!n9°1nandl i g,M NG TO Aship�"9"CTORia!"�ng and bracME ingT Refer to and ftallow � F�' TC LL 25.0 PSF REF R7175- 61558 the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior Q 14859 9 TC DL 10.0 PSF DATE 03/15/16 ... to perform)ng these functions. Installers shat I provl de temporary bracing per SCSI. Unless noted otherwise. r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ���W����/����' - ri gid cel I i ng. Locati ons shown for permanent I sterol restraint of webs shat I have bract ng I metal I ed per°CSI 11„46-- " . BC DL 7.0 PSF DRW CAUSR7175 16075071 ,4 �O` sect)ons 63, 87 or B10, as applicable. Apply plates to each face of truss and post tl on as shown above and on All J 0 N I the Jol nt Details, unless noted otherwise. Refer to drawl nos 160A-Z for standard plate positions. Alpine, a division of ITIN BuildlI,Components Croup Inc. shall net be responsible for any deviation from this a,•i ..0 BC LL 0.0 PSF CA—ENG CWC/CWC l drawl ng, any fat I ure to but I d the truss I n conformance wi th ANSI/TPI 1, or for handl i ng, shi ppi ng, �/ AN ITW COMPANY installation&bracing of trusses 9 'f0.7 tg99 TOT. LD. 42.0 PSF SEQN— 24130 A seal on the s drawl ng or cover papa I I sting this drawl ng, I mil utas s tas ecce tanof profess'anal engl neeri ng Q respond he nI I 1 ty epi el y for the design sheen. Tsul tabl I I ty and use of the a drawl ng for'any structure I s the sTj �►Q 4N W.`.� OUR. FAC. 1. 15 FROM BB 8351 Rosana Circle response bl I 1 ty of the Bid I di ng Desl goer per ANSI ITPI 1 see.2. Sacramento,CA 95828 For more Information see the s}ob•s general notes page and these web sites: ALP!NE: www.al pi mei tw.com; TPI: www.tpl net.taro; wTCA: www.sbci ndustry.com: ICC: www.i ccsafe.oro Renews:12/31/2017 SPAC I NG 24.0" J RE F- 1 VOZ7175Z09 • (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- veri fy TI GARD, ** - DG) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIOHS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15 Webs 2x4 DF-L Std/Stud(g) TC- From 72 psf at 0.00 to 72 psf at 3.74 Connectors ingreen lumber BC- From 14 plf at 0.00 to 14 psf at 3.74 factors. (g) designed using NDS/TPI reduction BC- 356.30 I b Conc. Load at 2.00 Wind loads and reactions based on MWFRS. 120 mph wind, 19.28 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live DL=4.2 psf. load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead I oad i s 2.00. 1. 5X4 III ;gill2-2-10 � _ �� 18-0-0 1.5X4 Ill 2X4(A1) 3-7-2 1.'12 '71 3-8-14 Over 2 Supports R=340 U=9 W=5.5" R=339 U=8 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 1 QTY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503)357-2118 "WARN!NGI*• READ AND OOLLOR ALL NOTES ON THIS DRAWING! ` ,t911 'OFF w TC LL 25.0 PSF 825 N 4th Ave,Cornelius 012 97113 •'l IpORTANT•• FURNISH SH THIS DRAWING TO ALL CONTRACTORS I NCLLDI NG THE INSTALLERS. REF R7175- 615 59 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 prier /�e� TC DL 10.0 PSF DATE 03/15/16 T.! to performing these function. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, CIC 1 14659�� top chord shal I have properly attached structural sheatnl ng and bottom chord shall have a properly attached rl gl d cei I I ng. Locate ons shown for permanent I ateral estrai nt of webs shat I have braci ng I natal I ed per SCSI BC DL 7.0 PSF DRW CAUSR71 75 16075072 Ail O`� I! sect'ons 83, 87 or 8I0, as applicable. Apply pi otos to each face of truss and position as shown above and on ILI U J ' the Joint Details, unless noted otherwise. Refer to tlrawi ngs 1,60q-Z for standartl plate post tl ons. I , AI pine, a division of ITW BuiIding Components Group 1nom. aha' not be responsebla for any deviation from thi BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fol l ure to bui I d the truss I n conformance WI th ANSI/TPI 1, or for handling, shi ppl ng, •;-,�'. AN ITW COMPANY i natal I au on A brace ng of trusses. . A seal on this drawing or cover page IIstIn9 this drawl ng, IndlOates aeeeptance of professional engineering .k. 9 m�f TOT. LD. 42.0 PSF SEAN- 24170 response bl I I ty sol el y for the deal gn shows. The sue tab1 I I ty and use of the s drawl ng for any structure I s the 9� C,7,AS.. �r 8351 Aoyama Circle response blllfy or the Rullding Desi goer per ANSI/TPI 1 Sec.]. y► Q� DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nrermati on see thi s J ob's general notes page and nese web eI tea: "4N O.GT% ALP'NE: www.al pl mei tw.eom; TPI:www.t pl nst.erg, wTCA: www.sbci ndustry.eom; ICC www.I ccsafe.erg SPACI NG 24.Q" J REF- 1 VQZ7 1 75ZQ9 Ranww¢•17111/9n17 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - F) Top chord 2x4 HF #2 120 mph wind, 18.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 1.50. R=-4 Rw=16 U=14 +18-11-14 0.;•{;04001101.111 1-3-13 -rj li 18-0-0 R=16 Rw=17 U=11 2X4(A1) -2-0-0—>-1 1-11-4 Over 3 Supports R=342 U=18 W=5.5" RL=37/-22 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=26/8(06/6)/4(0) 15.01.01.04• QTY: 3 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARNI NGI**READ aro FOLLOW ALL NOTES ON THIS DRAWING! `stl •0/'C(• 825 N 4th Ave,Cornelius OR 97113 "I(PORTANT" FURNISH THIS DRAM NB TO ALL CONTRACTORS INCLUDING THE I NSTALLERS. �`. TC LL 25.0 PSF REF R7175- 61560 Trusses regui re extreme care In fabrl call ng, handling, shl ppi ng, Installing and bracing. Refer to and follow � r • the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prlor C, • F TC DL 10.0 PSF DATE 03/15/16 n to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted atherwlse, Ifs 1 4659,411164, "9 top chord shall have properl y attached structural sheath!ng and bottom chord shall have a properly attached rigid cel I1 no. Locations shown for permanent lateral restral nt of webs shall have bracing Installed per BCSI r BC DL 7.0 PSF DRW CAUSR7175 16075073 ,4 L��O sections 63, B7 or B10, as applicable. Apply plates to each face of truss t and position as shown above and on I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a division of ITW Bui the t Components Group Inc. shall not be responsible for any devl ati on from chis \\ drawl ng, any fail ore to build the truss on conformance with ANSI 1, or for handling, shipping, •�='`-'• AN ITW COMPANY Installation w brae/ng of trusses. q �e TOT. LD. 42.0 PSF SEON- 2605 REV eaminsl e1 I I l B drawl ng cover es gn shown. TThe suIl tab!I I tI edi Bates.oof this.e.B?rq foorrsoll y 01 •mtuneer! ee i s0the 9/ 'fr. 7.�9$ 8351 Rovena Circle respansl bl l l ty or the&Il!ding Designer per ANSI/Tel 1 Set.2. ON It'CO OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see this job's general notes page and these web sites: ALPINE: www.al pineitw.cons TPI: www.tpi nst.erg; WIC, www.sbcindustry.cont ICC: www.iccsafe.org SPACING 24.0" J REF- 1 VOZ7 1 75209 R.nw1u.•19/11/9017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, "" - G) Top chord 2x4 HF #2 120 mph wind, 18.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green lumber (g) desi gned usi ng NDS/TPI reduction Wi nd loads and reactions based on MWFRS wi th additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase Ioad applied per IRC-12 section 301.5. factor for dead load is 2.00. 1. 5X4 III 1 6 'liiI 1-3-4 - 1 +18-0-0 V 1. 5X4 III 2X4(A1)= Lc---2-0-0---1 i. 1-6-11 3 $ 1-8-7 1-10-3 Over 2 Supports R=344 U=19 W=5.5" RL=37/-22 R=12 Rw=31 U=29 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=26/6(0%)/4(0) 15.02.00. 1d�V 7..Q QTY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503)357-2118 "WARNING/""READ AND FOLLOW ALL NOTES ON THIS DRANING! �` pe TC LL 25.0 PSF REF R7175- 61561 825 N 4th Ave,Cornelius OR 97113 ••I'PORTANT.* FURNISH THIS ORATING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requl re extreme care In fabrl cat!ng, handling, shipping, installing and bract ng. Refer to and follow ,C! n . the latest edition of SCSI (Building Component Safety Information, by TRI and ATCA) for safety practices prior V 14659 l''9 TC DL 10.0 PSF DATE 03/15/16 to Perform)ng these fundi ons. Installers shall provide temporary bracing per°CSI. Unless noted otherwl se, 41164, top chord shall have proper!y attached structural sheathing and bottom chord shat l have a properly attached r BC DL 7.0 PSF DRW CAUSR7175 16075074 rl gid ceiling. Locations shown for permanent lateral each)nt of webs shall have bracing installed per BCS1 • _..Y1:7 A i' L=J[1 , sec[ions Ba, al or B16, as appl noted cable. Apply plates to face of truss and position as shown above and on f/f�J/!r� I the Joint 6etalls, unless noted otherwise. Refer to drawings 160A-Z for standard plate ppaitions. BC LL 0.0 PSF CA-ENG CWC/CWC I Al pi ne, a dl vi si on of ITN Bul 1 tli ng Components Group 1 nc. shat I not be responsi bl a for any devi ati on from thi s e. -a. drawing, any fab ure to but d the tract n conformance col th ANSI,TRI ,, or for handling, shi ppl ng, ,fc T'19 9 �� TOT. LD. 42.0 PSF SEQN- 24144 AN ITP COMPANY a rata!I ata on a bract ng of trusses. A Seel on this drawl ng or cover page I 1 sti ng this drawl I 1 ndi Utes acceptance of profess)onal engl nesrl ng Q responslbi l l ty solely for the design shover. Tile Sul tab) Icy and use of t Is drawl ng for any structure Is the 8351 Rovana Circle respoosh bl h l ty of the BUl l dl ng Designer per ANSI/Tfl l Sec.Y. `�ti4pi GO DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nforeati on see tha s job's general notes page and these web a!tea: SPACI NG 24.0" J REF- 1 VOZ7175Z09 ALP/NE: www.al pi nea tw.com: TR!, www.tpi net.org; aTCA: www.sbci ndustry.com; I CC: www.I ccsafe.org Renews:12131/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - G2) Top chord 2x4 HF #2 120 mph wind, 19.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) :W1 2x4 HF #2: DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reducti on Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member factors. 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 Iive and L/240 total I oad. Creep i ncrease factor for dead load is 2.00. 1. 5X4 III r •Pi 3X5� 2-9-13 3-3-13 ®•• 10 1:i:i: 1 3x5---- 2X4 x5=2X4(A1) 1. 5X4 III L---2-0-0—>1 3-5-12 2-5-8 l'` 3-5-12 2-5-8 I— 3-5-12 < 5-11-4 Over 2 Supports R=447 U=7 W=5.5" R=220 U=18 RL=79/-28 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 1 _ 6 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARNI NGT'•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4°,:e101:".24' t�,: 1 2FtC TC LL 25.0 PSF REF R7175- 61562 825 N 4th Ave,Cornelius OR 97113 ••I WP!IRTANT•• FURNISH THI 5 DRAWING TO ALL CONTRACTORS INCLUDING THE I NSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and followCI ��' TC DL 10.0 PSF DATE 03/15/16 the latest edi ti on of BCSI (Building Component Safety de temporary on, by TPI and'AICA) for safety grad)ces prior t/,�-� .,1� r• to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, erV 14659 _7 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ` r rl Si d cel i ng. Locatl ons shown for permanent 1 ateral restrai of of webs shat have brad ng i natal I ed per SCSI „ BC DL 7.0 PSF DRW CAUSR7175 16075075 ,4 L��O sections B3, B7 or B10, as aoppl i cable. Apply plates to each face of truss post ti on as shown above and on rJ/ JI the inept Details, unless noted otherwise. Refer to drawings 160A-Z far standard plate position BC LL 0.0 PSF CA-ENG CWC/CWC i AI pine, a di vi si on of ITN Bui I di ng Components Group Inc. shat 1 not be responsi bl a for any devi ati on from this drawl ng, any failure to build the truss In conformance WI th ANSI/TPI 1, or for handl ing, shi ppi no, AN ITW COMPANY I nstal I ati on A bract ng of trusses. 9q v TOT. LD. 42.0 PSF SEAN- 24148 . A seal on this drawl ng or rover page I I stl ng thl s drawl I ndl cotes acceptance of profess)anal engl newel ng elQ 7.'%9 respmsl bl I I ty sol el y for the deal gn shaven. The sul tabI I I ty and use of tKI a drawl ng for any structure I e the X4.9"? w.C 14? DUR. FAC. 1. 15 FROM BB 8351 Rovana Circleresponsl bl I 1 ty of the But I d1 ng Desi goer per ANSI/TN 1 sec.z. Sacramento,CA 95828 For more information see thls)ob.a general notes page and these web sites: SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: www.al pi mel tw.cam; TPI: wow.tpl nst.org. ATCA: www.sbci ndustry.cam; ICC, www.i ccsafe.org Renews:12/31/2017 THI 5 DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - G1) Top chord 2x4 HF #2 120 mph wind, 18.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors i n green I umber (g) desi gned using NDS/TPI reduction Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase I oad applied per IRC-12 section 301.5. factor for dead I oad i s 2.00. 1.5X4 III 3X5 I 1 ' 1-9-4 110104 6 2-3-4 ••.._... .� , 18-6-0 ■ 3X5(R) III 0 18-0-0 i _� 3X5 2X4(A1) 1. 5X4 III L--2-0-0- ->J 1-4-11 2-5-8 'I` 1-4-11 2-5-8 1-1-4-11� F 3-10-3 Over 2 Supports R=374 U=10 W=5.5" RL=57/-25 R=112 U=7 Desi gn Cri t: I RC2012/TPI —2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 1 QTY:2 OR/ /1/—/ /R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-n118 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! t�1.1 OFFREF R7175 61563 825 N 4th Ave,Cornelius OR 97113 '+!!PORTANT" FURNISH TRIS ORA'WI NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '� TC LL 25.0 PSF Trusses regui re extreme care In fabr;cati ng, handl lig, shi ppl ng, Instal l lig and bracing. Refer to and follow V L��t the latest°ditlon of BCS! <Bui!di ng Component Safety Ioformat;on, by TPI and WTCA>for safety pract;ces prior ff,,- \�Q TC DL 10.0 PSF DATE 03/15/16 i. to performing these fund;ons. tlnstaller=shall provide temporary bracing per BCS1. Unless noted otherwise, V 14659 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gi d eel I ng. Locations shown for permanent I ateral rostral nt of web=opal I have bract ng o=ral I ad per BCS, , BC DL 7.0 PSF DRW CAUSR7175 16075076 ,4 �O` ect)ons B3, B)or B1D as applicable. Apply plates to each face of truss and post ti on as shown above and on [FIN] : the Jot nt beta'I s, ani ess noted other.,;se. Refer to drawl nos 160A-z for standard pl ate post tl oh=. BC LL 0.0 PSF CA—ENG CWC/CWC I Al pl ne, a di vi s;on of ITY Bu;ldi rig Components Group Inc. shall not be responsible for any devl at! from this drawl ng, any fal lure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, �'-' �� AN Irwconnaorry installation R bracing of trusses. q TOT. LD. 42.0 PSF SEON— 24146 • respons bl I I ty drawl ng or cover for the deal Wn ge Is ng Thl Thessul tab!I I tynand Baa of tthacceptance: rried g fo'an1°yn°structtuneer!nthe 9�s►QFC 7+r Q�i 8351 BovanaCGcle responslbnity or the eulleing Designer per AThe mol ,Sec.R. r,�Nwr C��� DUR. FAC. 1. 15 FROM BB Sacramento,CA95828 For more information see this fob's general note=page and these web s;res: SPACI NG 24.0" JREF— 1VOZ7175ZO9 ALPINE: www.al pl mel tw.can; TPI: www.tpl nst.oro; WTCA: wvw.sbci ndus[ry.Com; ICC: www.I ccsafe.oro Renews:12/3112017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - SJ1) 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 i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 Iiye and L/240 total I oad. Creep i ncrease factor for dead Ioad is 1.50. R=-11 Rw=15 U=17 I� +9-11-12 1 1-3-4 1 9-0-0 6 2X4(A1)= R=16 U=11 • 0-2-9 L-2-0-0 >t< 1-10-3 1-11-4 Over 3 Supports R=343 U=10 W=5.5" RL=31/-22 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. p116pOFF TY: 12 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI**READ AND FOLLOW ALL NOTES ON TRIS DRAWI 'tt. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 •9NPOIirANT•• FURNISH TRIS OMWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ��. ��� REF R7175— 61564 Trusses require extreme care In fabricating, handl Ing, shipping, installing and bracing. Refer to and follow - the latest edi tl on o£BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices rio to performs hg these rune('ons. I aster strersuctural char I provide temporary brad ng per BCSI. Unless noted attachece,r 6 CAUSR7175 16075077 top chord shall these properly attached nstal structural sheathing and bottom chord shall have a proper! attached r- 14 59 10 0 PSF y BC DL 7.0 PSF DRWE 03/15/16 rigid ceiling. Locations shown for permanent lateral o each face of webs shall have bracing installed per dBCSI o All [F1 N T, sections BD, eI or BID, as applicable. Apply plates to drawl ng face of truss and position as shown above and on I the Joint Details, unless noted otherwise, Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG CWC/CWC I Alwin, a di failurehandlingor , yM1deving, VSEON— 24110 AN ITW COMPANY I aster I at!on R braes ng of trusses. np p \\44........................ln A To.7t Ag89 TOT. LD. 42.0 PSFresseal on porlsnl I my drrIa Y9fof cover tM repwlgn I I sti ting tthI ssdi two I i tI ndi cftess ofGthl and aof nprofesr si oy al engine r s0ihe V le w8351 Rovana Circle respondmn ty of the Bell al ng Desl goer Ref ANSI/owl t Sec,2. rZ4N w�c' '° OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more informed on see this Job.c general notes page and these web sl fes: SPACI NG 24.0" JREF-- 1 VOZ7175Z09 ALPINE: www.al pi nes tw.nom; TPI: www.tpl not.erg; WTCA: www.sbci ndustry.con; I CC. www.i ccsafe.ore Renews:1283112017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - SJ2) Top chord 2x4 HF #2 120 mph wind, 18.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=92 U=15 +19-11-12 4_18-0-0 6 I 2-3-4 0rgg,IllgIIIIIIIIIIIIIIIIIIIIIIIIIIIIII -�l i R=22 Rw=26 U=11 2X4 (A1) L--2-0-0 >L< 1-11-4 >L 2-0-7—>1 I 3-10-3 Over 3 Supports R=366 U=14 W=5.5" RL=57/-25 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. p1I6foFR TY:8 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-?118 **WARNI NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! .`(, 825 N4th Ave,Cornelius OR 97113 **11WMMTANr** FURNISH 7X15 DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `� � TC LL 25.0 PSF REF R7175- 61565 Trusses regui re extreme care In fabricating, handling, shipping, Instal l l ng and bracing. Refer to and follow d4. the latest edition of SCSI (Bull di ng Component Safety Information, by TPI and WTCA)for safety practices prior Atb 14659 9 , TC DL 10.0 PSF DATE 03/15/16 T. 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 rl gl d cei I I no. Locati ons shown for permanent I ateral astral nt of webs shat I have bract ng I notal I ed per BCS/ A / BC DL 7.0 PSF DRW CAUSR7175 16075078 A �0�� ' sect)ons 83, B7 or B10, 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 drawings 180A-Z for standard plate post ti ons. I Alpine, a division of ITN Bull di ng Components Group Inc. shall not be responsible for any deviation from this e.; -.a• BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fat I acre to but Id the truss In conformance with ANSI/TPI 1, or for handling, shl ppl ng, r AN ITWCOMWWY Installation A bracing of trusses. ,9 'Fe��igbg QtV TOT. LD. 42.0 PSF SEAN- 24114 . A soot on this drawl ng or cover page I I stl ng th1 s drawl ng, I ndf utes acceptance of professional soil neon ng /S y responsi b'I l ty solely for the deal gn shown. The Sul tab!IIty and use of thio drawl ng for any structure IS the TZgNW.GHQ' DUR. FAC. 1. 15 FROM BB $351 Rovana Circle responsl b1 I I ty of the WI I dl ng Des'gier per ANSI/TN 1 Sec.2. Sacramento,CA 9582$ For more i nformatl on see thi s 1 ob•s general notes page and these web sl res: ALPINE: www.al pi net tw.com: TPI:www. tpi not.erg; wTCA; www.sbcl ndustry.com: I cc: www.I ccsafe.org Renews:12131/2017 SPACI NG 24.0'i J RE F- 1 VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - FG1) Top chord 2x4 HF #2 Deflection meets L/360 live and L/240 total load. Creep increase Bot chord 2x4 HF #2 factor for dead Ioad is 2.00. Webs 2x4 HF #2 :M1, M2 2x4 DF-L Std/Stud(g): :M3 2x4 HF Std/Stud: Thi s "Hi p Frame" may be used i n place of purlins on the hi p plane to brace the flat top chord of hi p trusses. See detail drawing Connectors in green lumber (g) desi gned usi ng NDS/TPI reduction HI PFRAME1014 or HI PFR1801014 for additional information. factors. 2X4 III T T 13.42 r 12-3-8 12-3-8 0-0-4 -Allill 1 1 2X4(D8R) 2X4 Ill I- 10-11-12 —I Note: All Plates Are 1. 5X4 Except As Shown. Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2°D(0°/D)/4(0) 15.02.00. 1QTY:4 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components ofOre on (503)357-1118 **WARNI NGI**READ AND FOLLOW'ALL NOTES ON THIS DRAWING! �pE� •OFF TC LL 25. REF R7175- 61566 825 N 4th Ave,Cornelius OR 97113 *'I(PORTANT'• FURNISH THIS DRAM NG TO ALL CONTRACTORS I NCLIIDI NG THE 1 NSTALLERS. 0 PSF Trusses require extreme care In fabrl cat I ng, handling, shipping, Installing and bracing. Refer to and follow the latest edition of CSI (Building Component Safety Information, by TPI arW'MCA) for safety practices prier CD, kN TC DL 10.0 PSF DATE 03/15/16 to performing these functions. Installers shall provide temporary bracing per 13CS1. Unless noted otherwise, 14 1 46 59 '9 top chord shal I have properly attached structural sheathi ng and bottom chord shat I have a properly attachedBC DL 7.0 PSF DRW CAUSR7175 16075079 rigid ceiling. Locatl ons shown for permanent lateral restraint of webs shall have bracing installed per SCSI !� ,4 �� ; sections 83, 83 or 810, as aoppl I cab)e. Apply plates to each face of truss and post tl on as shown above and on , NJl the Joint Dotal Is, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. air+ - BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a dl visI on of ITN eul ldi ng Components Group Inc. shall not be responsible for any devl ati on frau this drawl ng, any fab I ors to bui 1 d the truss i n conformance with ANSI not 1, or for handl ng, shi ppi ng, e' e TOT. LD. 42.0 PSF SEQN- 24252 AN RW COMPANY I neral I atl on w brach ng of trusses. V A seal on this drawl ng or cover page listing 901s drawl 09 Iodinates acceptant of profess)ones enginoel-Ina 9 'f0 7t 1989 4 responsebi I Ity sue ely for the design shown. The suitabi I no, and use of this draw ng for any structure 1s the • 835!Rovana Circle resp°nse bill ty of the Bus I di ng Desi goer per ANSI/TPI 1 Son.2. S'rygN W.CYpQQ' OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this jobs general notes page and these web sites: SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: www.al pi nal tw.can; TPI: Avon.tpl net.org; wrCA: www.sbcindustry.comm ICC: www.i ccsafe.org Renows:1213112017 C R Reis ^ orci /-ig veHoer S , bsti tL, tion 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-Reinforcement: or reinforcement method is desired. L-Reinf. ,� ,` Apply to either side of web narrow face. ,, Attach with 10d (0.128"x3.0",min) nails , at 6" o.c. Reinforcing member is , Notes: a minimum 80% of web , member length. ,, 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. A Alternative reinforcement specified in chart below may be conservative, .- For minimum alternative reinforcement, re-run design with appropriate m N V reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement 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 2-2x4O10 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. I 00 Center scab on wide face of web. Apply (1) scab to each face of web, wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! �r w` t9 Pi4e1- TC LL PSF REF CLR S U I'J S t wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and t follow the latest edition of DCS! (Building Component Safety Information, by TPI and SBCA) for safety ITC DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI, Ct 14658 9 NV s Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom Chord �� BC DL PSF DRWG BRCLBSUB1014 shall have o properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 1_,wf/(Iww�' [LI shall have bracing instolied per=e7=71 CSI sections B3, 87 or BIO,os applicable. Apply plates to etch face � BC LL PSF Q [LI �)—g g of truss nntl position ns shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. , r' Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN ITW COMPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, f B9 TOT. LD. PSF installation a bracing of trusse lite.„ C,7,1 Q'V A seal an this drawing orcover page listing this drawing,indicates acceptance f professional }, engineering responsibility solely for the design shown. The suitability and use of this drawing w/q�y�•CAW OUR. EAC. 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. ft Y Earth City,MO 63045 For more Information see e this job's general notes page and these web sites: ALPINE' www.alpineltw�comi TPI www.tpinst.orgi SUCH www.sbclndustry.orgl ICC: www.ccsafeuorg Renews:12/31/2017 SPACING * - I3 Frame Se .,Qi S Hip Frame B W4X4, Min. „ ____— . 11110111111111111111111M. -- 11 Common 24" - Trusses TYP ' M WL5X3 . .40-% r YP -The �. D 1 :IIlik • �/+11111•1`�� . Stepped Hip II gillellii�iel`� I System Trusses 2x4 Chords MI AMESMISA110.1.1.104MINIMIIIII IiT 2x4 Purlins . :00611.111.16 _. P !!EEH!!It1LL ack I d Area All HipFrame* B Bottom Chord W3X4, Min. o- Attach hip frame to flat chords of stepped hips at 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 @ 6" o,c, maximum spacing. Hip frame stops at plumb cut of ' Hip Frame jacks to maintain pitch continuity. S e C t 0 n S B * Hip frame lumber is SPF, So. Pine, HF, iikw or DFL Standard, Stud grade, or better, 7 See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required mil R' Hip frame chords may be trimmed up to 2" to fit. Stepped Hip purlins must be intact and properly attached. Setback System Trusses 1 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, Structural panels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1.00 To hip frame purlins. wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! ���EwD PRO/PF REF HIP FRAME wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses extreme care in fabricatin handlin shiw require a g, a, ppnfo mation, TPI bracing. Refer to and Ii 14659 F DATE 10/01/14 followathe priorrst eperf mi BCSI Cguading Component Safety Iall provide, a and SBCA)Mfor safetyCS. �[I practices to performing these functions. Installers shall provide temporary brncing per m c Q" Unless noted otherwise, top Chord Shall have properly Attached structural shepthing and bottom chord .y.�I/� DR WG HI PFRAME1014 shall have properly attached rigid ceiling. Loco{Ions shown for permanent lateral restraint of webs S 'AI_= . ill 0- i i (1 shnll have bracing installed per SCSI sections H3, J or Det as applicable. Apply plates to each Face \\��� of truss and position ns shown above and on the Joint Detnils,unless noted otherwise. u Refer to drawings l6DA-Z for standard plate posltlans. AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from ' ' 9 this drawing• any failure to build the truss In conformance with ANSI/TPI 1, or for hordling, shipping, 'fC','('S �� in tnllatlon 4 brncing of trusse 0 A seal on this drawing ar cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing 14,1 W.CAQQ 13389 Lakefront Drive for any structure Is the responsibility of the BuRding Designer per ANSI/TPI I Sec.2. tiff Earth City,M063045 Far more information see this job's general notes page and these web sites, Renews:12/31/2017 ALPINE, www.alpMeltw,comi TPI, www.tpMst,argi SBCA. w w.sbcMdustry.orgi ICC, wwwAccsafe,org