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Plans 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 .lob Identification: 0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pin 1 of 3 -- veri f TI CARD Model Code: I RC y ���, D PRo,�F Truss Criteria: I RC2012/TP1-2007(STD) /� , Engineering software: Alpine proprietary truss analysis software. Versions 15.02, 15.01. S '"�"��+r- Truss Design Loads: Roof - 42 PSF @ 1.15 Duration Floor - N/A - Wind - 120 MPH (ASCE 7-10-Closed) Notes: 9/ .fC,7,19..9 4iv 1. Determination as to the suitability of these truss components for the `�"OlMw.CO's structure is the responsibility of the building designer/engineer of Renews:12/31/2017 record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Details: BRCLBSUB-HIPFRAME- 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 (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- veri fy TI GARD, ** - MG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 :T2, T3 2x4 DF-L #2: Bot chord 2x6 HF #2 :B3 2x4 HF #2: 2 COMPLETE TRUSSES REQUI RED I i Webs 2x4 DF-L Std/Stud(g) :W4, W6, W12 2x4 HF #2: Nail Schedul e:O.120"x3", min. nails Connectors in green lumber (g) designed using NDS/TPI reduction Top Chord: 1 Row X12.00" o.c. factors. Bot Chord: 1 Row @10.00" o.c. Webs : 1 Row e, 4" o.c. Special loads Use equal spacing between rows and stagger nails (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) in each row to avoid splitting. TC- From 72 TC- From 36 p p f at 5.94 to 36 f at 28.06 (s) requi s ectal (**) 1 pl ate q p poli ti aril ng: Refer to TC- From 72 p fat 28.06 to 72 p fat 36.00 scaled plate plot details for special positioning requirements. BC- From 4 p f at -2.00 to 4 p fat 0.00 120 mph wind, 19.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 p fat 0.00 to 7 p f at 16.48 BC- From 7 p f at 16.48 to 7 p fat 28.05 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 14 p fat 28.05 to 14 p fat 31.54 DL=4.2 psf. BC- From 14 p fat 31.54 to 14 p fat 34.00 BC- From 4 p fat 34.00 to 4 p fat 36.00 Wind loads and reactions based on MFRS. PLT- 140.92 Ib Conc. Load at ( 5.89,21.25) PLB- 79.05 lb Conc. Load at ( 2.00,18.04) Calculated horizontal deflection is 0.13" due to live load and 0.18" PLB- 83.46 I b Conc. Load at ( 4.00,18.04) due to dead I Dad. PLB- 219.53 I b Conc. Load at ( 6.00,18.04), (8.00,18.04), (10.00,18.04) (12.00,18.04), (14.00,18.04), (16.00,18.04), IOC I i eu of structural panels use purlins to brace al I fl at TC c 24" (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) Calculated verti cal deflection is 0.50" due to live load and 0.68" due Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. to dead load at X = 16-4-0. JT PLATE LATERAL CHORD No SIZE SHI FT 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 S 1.25 3X5= 3X5[11]= 3X5 5X5= 1.5X4 III 3X5= T3 5X7= T2 . 0 rn = br W6 � 6I W4 - 3-3-13 - = 4X8[32]' j 000.000.- 3X5[21]= 3X5= W12 • P &:- 4-18-0-0 1.5X4111 4X12[10]= 8X10(**)_ - 6X8='8 T 5X5(A1) 3X5[16] III 1. 5X4111 a-0-g' r 5-9-8 8 5-5-0 '"I` 5-3-4 'Ir 5-11-4 5-9-8 + 5- -8 5-1 4 '11` 3-7-8 3-4-0 "i -5-8� c 5-11-4 ,l, 22-1-8 ,I, 7-11-4 2-0-0 16-5-12 -I 15=0-12 "I` - J 34-0-0 Over 2 Supports 2-5-8 R=2710 U=195 W=5.5" R=2756 U=176 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) 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 **WARN!NGI**READ AND Foca ON THIS ALL NOTES DRAWING! t�1.1 '0P 825 N 4th Ave,Cornelius OR 97113 **IRAN**' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TC LL 25.0 PSF Trusses regal re extreme care In fabricating, handling, shi ppl ng, I nstal I I ng and bract ng. Refer to and follow REF R7175- 61514 the Latest edi tl on of BCS! (Bulldi ng Component Safety Information, by TPI and WTCA)for safety practices pri or /� n to performing these functions. Installers shall provide temporary bracing per BCSI. unless noted otherwise, 44 14659�Y ' TC DL 1 0.0 PSF DATE 03/15/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �. rl gid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per ecSl A rl !Fog NJ I sect)ons 6D, a)s, unl as otel 1 othl r. e. y fl rtes to each ng face of trussoand post ti on paso shown above and on 70. CA 75 16 75039 II L1 I the Jonnt Details, Bnlesa napptl caberwise. yeper es toaeichs aceAof trr standard plate assihiwnsBC DL 7 0 PSF DRW USR71 0I Alpine, a dlvislon of ITW Sul[ding Components Group Inc. shall not be responsible fnr any dew ation from this BC LL 0.0 PSF CA-ENG CWC/CWC AN fTW COM drawl ng, any fat I are to butI dthe truss I n conformance col th ANSI/TPI 1, or for handl 1 ng, shi ppl ng,nANY Installation A bracing oftruses. A seal on this drawing or cover pep.Usti this drawl Indleetes acce tens of proressl anal engineering 99vTOT. LD. 42.0 PSF SEAN- 24180 respond bl 1I ty solel y Tor the desl nu 4{firrespond bl I 1 t pn Tna col tabl l j ty aM use oT thls dnaWng Tor any stnvctur.Is the �_f8351 RGvanaCircle Y er the Bu"°'rip Daslgnar per aN51/mal 1 sec.Z. 4AQ DUR.FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nforman on see this j ob•s general notes ALPINE: www.al pi net te.corn: TPI: www.tpage and these corm web slimes pl riot nrg; WTCA: www shot n°ustry GG seta org SPACI NG 24.0" J REF- 1 VOZ7 1 75Z09 Rnnnnve•12/11/9117 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pin I of 3 -- verify TI GARD, "* - M) Top chord 2x4 HF #2 Ti: 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 i n green I umber (g) desi gned usi ng NDS/TPI reduction Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member factors. deli gn. Cal cul ated hori zontal defl ecti on i s 0.13" due to I i ve I oad and 0.22" due to dead load. In lieu of structural panels use purlins to brace all flat TC c 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. factor for dead load i sl 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 [10] W4X12 S 1.25 [11] W3X5 S 1.25 [18] W3X5 S 1.25 [29] W4X8 S 1.25 6X6= 5X5= 3X5[1 1]= 1.5X410 3X5= s T —1 6 T W6 6 r 3X5 W13 4-3-13 NW4 .1E - 4/L„,6. 4X8[29]-- 1.5X4 III 4X12[10]= 6X10= 3X5[18]= 3X5= W12 ` 18-0-0 5X5(A2)= HO514= 1.5X4 III o-� 1.5X4 III 1. .-0-2.1 I.` 7-91 8 4-5-0 - 4-3 4 - 44-9-8 1-4 + 4-11-4 5-4-0 -5-8-1 7-11-4 J_ 18-1-8 J, 9-11-4 2-0-0 16-5-12 I_ 15-0-12 —I` J 34-0-0 Over 2 Supports 2-5-8 R=1606 U=49 W=5.5" RL=92/-92 R=1638 U=48 W=5.5" Desi gn Cri t: I RC2 012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02,00. Truss Components of Oregon (503)357-2118w'WARNINGIwwREADAND FOLLOW Au_NOTES ONTHISDRAWINGI ��i. p "'Q TY: 1 OR/-/1/-/-/R/- Scal e =. 1875"/Ft. 825 N4th Ave,ofCornelius ,5 7113 "IgwoarANr•• EURI/1 TRIS DRAWING TD ALL coNrRAcroRs IxcLUDING 1HE I1ISTALLERs TC LL 25.0 PSF REF Trusses regul re extreme care In fabricating, handling, shipping, installing and bract ng. Refer to and follow /�� he latest etll ti on of BCSI R7175- 61515 (But l dl ng Component Safety Informed on, by TPI and WSCA)for safety practices prior V TC DL to performing these functions. Installers=hall provide temporary bracing per BCSI. Unless noted otherwi se, 14659 Q 10.0 PSF DATE 03/15/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r ri gitl ceiling. Locations shown for permanent lateral restraint of webs shall have bracing instal per BM T. sections 83, B)or 810, O " //��A11 I 0H_ p applicable Apply plates to each face of truss and position as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16075040 I I JLr-_I I I`VI I the Join[Dotal I s, unl, as noted cabsotherwl se. Refer es drawl nqs of for standard pi ate post ti ons. I Al I ne, a di vision of I m Bel I di ng components croup Inc. shat I not be responsi el a for any devi atl on from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss In conformance with ANSI/TN 1, or for handling, hi e'�' -'e' AN ITW COMPANY i nstal I ati on s bract ng of trusses. s PPI ng, . A.eai on tills draw ng Sr cover pegs IIstIng thls drawl ng, Inalcatas acceptance of rofes.lenel engineer' / 'FC,Tt tq$g Qct" TOT. LD. 42.0 PSF SEON- 24183 responslbll sty solely for the deal gn shows. The sul tabl 1 Ity and use of thla draw g for any 9 Q 8351 Aovana Circle responsl bl llty of the Sul ldl ng peal goer per ANSI/TPI 1 Sec.z. y strveture IanShe Sacramento,CA 95828 For more Information see thl s ob•s as. My,CO OUR. FAC. 1. 15 FROM BB ALPINE: ,00a alpine'te,corn; TPI: wow_tpl nst general notes page and theseornweb sitomes: or, WIC& .sbclndustry.c ICC: .Iccsafe.org Renews:12/31/2017 SPACI NG 24. 0" JREF- 1VOZ7175Z09 (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- veri fy TI GARD, ** - M1 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TIED BY TRUSS MFR. Top chord 2x4 HF #2 :T2 2x4 DF-L #2: � :op 2x4 DF-L #1&Bet. : 120 mph wind, 20.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 DL=4.ere f. roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) :W3 2x4 HF Std/Stud: DL4.2 psf. :W4, W5, W9, W10, W11 2x4 HF #2: Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member Connectors in green lumber (g) designed using NDS/TPI reduction desi gn. factors. Calculated horizontal deflection is 0.13" due to live load and 0.18" (a) Continuous lateral restraint equally spaced on member. due to dead load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live In lieu of structural panels use purlins to brace all flat TC 24" load applied per IRC-12 section 301.5. OC. 25.00 sf, Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on P Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. g p factor for dead I oad i s 2.00. JT PLATE LATERAL CHORD No SI ZE SHI FT BITE [ 7] W5X7 S 1.25 [20] W3X7 2.25 R 1.25 [27] W4X8 S 1.25 5X5= 1. 5X4 111 3X5= HO508= 1. 5X4 T2 " 7' —1 6 3X5 6 r - 4X8[27] 5X7[7] 3X7[20]= W10 :—as , 4_18-0-0 1 /' 6X8 - H0514— 5X5(A2)_ ----- 1. 5X4 111 1.5X4 III 5-2-14 4-8-6 6-4-12 3-11-4 3-9-8 9-9-8 7-7-8 2-3-12 6-8-4 7-8-12 7-4-0 -5-8 9-11-4 ,I. 14-1-8 I, 11-11-4 2-0-0 16-5-12 1— 15-0-12 'I' — J 34-0-0 Over 2 Supports 2-5-8 R=1606 U=54 W=5.5" R=1638 U=53 W=5.5" RL=108/-108 Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.00.���D Truss Components of Oregon (503)357-2118 "WARNING!**READ AND FOLLOW ALL NOTLS ON THIS DRAWING QTY: 1 OR/-/1/-/-/R/- Scale =. 1875“/Ft. 825 N 4th Ave,Cornelius 012 97113 **I WPORTANT” FURNISH SH THIS s DRAWING To ALL CONTRACTORS I NQLDI NG TRE INSTALLERS TC L L 25.0 PSF Trusses requl re extreme care In fabrl call ng, handling, shl ppl ng, instal l l ng and bracing. Refer to and follow the latest ediu°n of ecslREF R7175— 61516 (Elul I ding Component Safety Information, by TPI and MICA)for safety practl ces pre°r TC DL to performing these functions. Installers shall provide temporary bracing per SCSI. Doles noted otherwise, �'� 14659�9 10.0 PSF DATE 03/15/16 top chord shall have properly attached structural sheathing and bottom chord shall have a n rigid cel l ing. Locations shown for permanent lateral restraint of webs shall have bract ngpI nsfal I edper eCSI attached A fl 1 O N I i sects ons B3, BT or o',V as applicable. App'y pl ates to each face of truss F I�� C U R717 60 5041 L J I `he'°'"c De`a"a• n^'ens^need°therwl se. Refer t°drawl n 160A_ and post ti on as sh°wn ab°,.ea^d nn BC DL 7.0 PSF DRW A s 5 1 7 � ' Al pi ne, a di vi sl on of I TW Bul I di C gs Z for standard bl plate post tl ons. � drawl ng, any failure to but I d the�truss pIneconformance withhANSI/TPI b1,rorpfori handl I ngfor anshippingi on frwn this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY I nstau ail on A brat'ng of trusses. PP g. e, "-a A seal on this droWnR or crown paps IiatinW tMa drawnnpp Indicates amptants of profasaional .aglnssri g "7 'fC > >41 Q,4,`� TOT. LD. 42.0 PSF SEAN- 24186 rasponsl bill ty ad Cly for tha deal Wn=In The owl tabl11 ty and use of this drarl nW f ratty structuro Is tM 8351 Roma Circle rospansl bl I 1 ty of tile Elul I dl ng Desi gner per ANSI rtvl I See.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web st Res: ZgNW.CN�Q DOR. FAC. 1. 15 FROM BB SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: www.alpi nel tw.con; TPI: wow.tpl mt.org; MICA: www.sbci ndustry.com; ICC; www.I ccsafe.org Renews:12131/2017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE cel n lot 3 -- verify fy TI GARD, ** - 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 sf. :W7, W11, W12 2x4 HF #2: p Connectors i n Ween lumber Wind loads and reactions based on MWFRS with additional C&C member Connect. g (g) designed using NDS/TPI reduction design. In lieu of structural panels use purlins to brace all flat TC 24" Calculated horizontal deflection is 0.12" due to Iive Ioad and 0.16" OC. due to dead load. Deflection meets L/360 live and L/240 total load. Cree increase Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive factor for dead I oad i s 2.00. p I oad applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD Truss designed for unbalanced snow load based on Pg=25.00 psf, No SI ZE SHIFT BITE Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. [ 8] W5X7 S 1.25 [28] W4X8 S 1.25 5X5= 5X5= 1. 5X4 III T3 s 3X5.0T III• 1, 5X4 III �1 . 61---- W7 6-3-13 W2 6 W12 _ *16. 4X8[28] /' 1. 5X4111 B2 4X5(R)/// W11 I _._ 4_18-0-0 1 5X5(A2)= = 8X8= 3X5=---- 5X10= 5X7[8] 1. 5X4 III 1, 5X4 III L-o-:.ii Ec 6-2-14 6-2-14 'I` 556810 �1` 4-8-4 4-4-12 '15-8-12 1` 5-8-12 + 4-8-14 9 4-0 4-10-10 2 3-12 11-11-4 `-5-8-1 —I— 10-1-8 J, 13-11-4 2-0--- _ 16-5-12 —i` 15-0-12 —I— J 34-0-0 Over 2 Supports 2-5-8 R=1638 U=59 W=5.5" RL=124/-124 R=1671 U=58 W=5.5" 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/- Scal e =. 1875"/Ft. Truss Components of Oregon (503)357-2118 '*WARNI NGI w•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 09 A 825 N 4th Ave,Cornelius OR 97113 ll•lNPORTMR•• FURNISH TNIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ,O TC LL 25.0 PSF REF R7175- 61517 Trusses requl re extreme care In fabrl call ng, handl Ing, shl ppl ng, Installing and bracing. Refer to and follow �a the latest edi ti on of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prl or 44 to performing these functi ons. Installers shall prowl de temporary brad ng per SCSI. Unless noted otherwise, 14659 TC DL 1 D.0 PSF DATE 03/15/16 [op chord shall have properly attached structural sheathi ng and bottom chord shall have a properly attached rigid cel I ng. Locations shown for permanent lateral restral nt of webs sha11 have bracing installed per BCSI A r 0�NI s tions B3, B]or 510, as app!icable. Apply plates to each face of truss antl position as shown above and on I BC DL 7.0 PSF DRW CAUSR7175 16075042 e IIL J the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. I , Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any devietion from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW AN ng, any failure to build the truss I n conformance with ANSI/TPI 1, or for handl 1 ng, shi ppl ng, COMPANY I nstal I ail on h bract ng of trusses. A seal on this Graving Sr Cover'page liat!ng this drawn indlutas acceptance of profess!onal aalneering ., �fC.7,�9s9 k,`v TOT. LD. 42.0 PSF SEAN- 24188 responslbl l I ty solely for the design slime, The sul tab!!lty and use of this drawing for any structure Is the 9351 Royana Circle r.sponsla 11 ty of the&ll!ding Designer per ANSI/Tpl ,see.Z. uJbp, W. C�PQQ DOR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see chi s j ob.s general notes page and these web sites: aI ALPI NE: wxw.al pi net tw.coTPI: ,waw..031i nut.ore; NTCA: www.sbci ndustry.cot ICC: www.I ccsafe.org SPDC I NG 24.0" JREF- 1 VOZ7175209 co, Renews:12/31/2017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pin I of 3 -- verify TI GARD, ** - 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, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1, W5, W9 2x4 DF-L Std/Stud(g): :W3, W4, W6, W10 2x4 HF Std/Stud: DL=4.2 psf. Connectors in teen lumber Wind loads and reactions based on MWFRS with additional C&C member Connect. g (g) designed using NDS/TPI reduction design. n I i eu of structural panels use purlins to brace al I fl at TC @ 24" Cal cul ated hori zontal defl ecti on i s 0.14" due to I i ve I oad and 0.18" OC.Idue to dead load. Deflection meets L/360 live and L/240 total load. Cree increase Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive factor for dead load is 2.00. p load applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD Truss designed for unbalanced snow load based on Pg=25.00 psf, No SIZE SHIFT BITE Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. [ 8] W3X12 3.00 L 1.25 [21] W4X5 S 1.25 [28] W4X8 2.08 R 1.25 1.5X4 Ill 5X7= 5X5= 9 It 4X5[21]- T 3X5 W3 W4 Wb T3 •: 1,5X4 III 6 r 7-3-13 W1 W9 W10 —' 6 2.62 II ._i iII 1. 5X4 III 3X12[8]= 3X5= 18-0-0 1 5X5(A2)-m 5X10= 8X8--- 1. 5X4 III y 1.5X4 III 4X8[28] o-gi 7-2-14 6 -8-6 66-10 2-8-4 'J1`3-8-12 7-6-6 5-10-71_ J_ 5-9-1 2-3-12 7'6'6 -5-8� c0 16-5-12-4 J` 611-8 8 ,I . 15-11-4 -o J 15-0-12 `I258 34-0-0 Over 2 Supports R=1697 U=63 W=5.5" RL=140/-140 R=1731 U=63 W=5w 5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 15.02.00. ,,,„.„1( 11 .; •TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-1118 **WARNI NGI**READ AND FOLLOW ALL NOTES ON THIS DRAINING! 825 N 4th Ave,Cornelius OR 97113 *'I IpORTANT" FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS TC L L 25.0 PSF Trusses regal re extreme care In fabrl call ng, handl log, sill poi ng, Instal l l ng and bract ng. Refer to and follow the latest edltlpn of nC51 REF R7175- 61518 Ceui I di ng Component Safety I nformail on, by TPI and WfCA)for safety practl res pri or y� '�41759 TC DL to performing these functions. Instar ers Shall provide temporary bracing per SCSI. Unless noted otherwise, �. 10.0 PSF DATE 03/15/16 446 . top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri,91 d ceiling. Locations shown for permanent lateral restraint of webs shall have bract ng Installed per eC81 1. ,4 rl O`� I i s tl ons 83, 81 or 810, as appl I cable Apply plates to each Pace of truss and post ti on as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16075088 II L J I thel pi Joint serails, unless noted otherwise. Refer t°tlrawi ngs 16pA-Z for standartl plate post tl ons. drawl ng, a dl vl si on pf I TN Rut dl,g truss I reGroup I ne. shat 1 not be respnnrl hl a for any deet ati on from till BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW g, any fat I are to build the n conformance wl th ANSI/TPI 1, or for handling, sill i n • -/ C.OMIaCNY natal ati on x bract ng of trusses. PP 9• v A seal on tills draalnp or cover paps hating this areal ng, Indicates acceptance of professional ng 9/ FC,�t t9�9 Q TOT. LD. 42.0 PSF SEON- 24190 responsl bill ty sal el y for the deal gn sheen. The Sul tabl l l t ° 8351 Rowena Circle responol bl I I ty of the&tl 1 dl ng Designer Y and use of tills drawl ng for any structure i s tM per NISI/T' 1 Seo.:' Sr M W.GO DUR. FAC. 1, 15 FROM BB Sacramento,CA 95828 For more I nformatt on see acts/ob•s general notes pa ALPINE: www.al pi Wei tw.con; TPI: wax t 9e and these web slimes: pi nSt. wrC www.'.Sbci ndpstry. nn; ICC: i==Safe,org Renews:12131/2017 SPACING 24.0" JREF- 1VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - M4) Top chord 2x4 HF #2 :T2 2x4 DF-L #2: Bot chord 2x4 HF #2 120 mph wind, 21.83 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in 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 I umber (g) desi gned usi ng NDS/TPI reduction Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member factors. deli gn. (a) #3 or better scab rei nforcement. Same si ze & 80% I enth of web I n lieu of structural panel s use purlins to brace all fl at TC @ 24" member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. OC. 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 Ioad 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) X6=5X7(R) III 3X5 T i ' 3X5 T 3X5 3X5o� o •. 6 1 • �\\\ \ ! s4 8 3-13 N, 1.5X4 III 3X5= a \ 3X10(B3) 18-0-0 1 = 1. 5X4 III .__ 5X12= 3X10(83) L2' L2'-wJ 8-2-14 'l< 7-8-6 >I2-1-8+ 7-8-6 + 8-2-14 I. 15-11-4 2-1-8 ,I. ,L 15-11-4 J I< 34-0-0 Over 2 Supports R=1773 U=69 W=5.5" RL=155/-155 R=1773 U=69 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) 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 •*WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ••IIPORTANE" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE I NSTALLERS E Y� •° TC LL 25.0 PSF Trusses requi re extreme care I n fabri cats ng, handling, sol ppi ng, Installing and bract ng. Refer to and follow REF R7175- cne I atest etli tl on of BCSI But I dl n Component `_ 61519 to performing these functions. InatallerrsonshalI provldetemporar by TPI and ARCA) FOr safety ted oo,ces prior (L � TC DL 1 0.0 PSF top chord shall have properly attached structural psheathi temporary tomchg per all enaepr erig ttached �k. 14659�9' DATE 03/15/16 rigid telling. Locations snows forn9 and bottom chord hall have properly attached r agi ons 133, . or ati as permanent Iateral restraint of webs halI have bracing Inatal1ed per BCSI BC DL 7.0 PSF .4 11 MINI: Ol� 1 I n s appl 1 cabl e. Apply pl aces to each face of truss and post ti on as shown above and on '-'4111 - 11.11. yren► DRW CAUSR7175 16075043 I I L J I`VI I the p./,noel nt Decal 1 s, unl ass noted otherwl se. Refer to drawl:hogs,1,60A-Z for standard pl ate posl tl ons I drawl ng, any AI pi ne, a di vl si on of 1 TW Bul I di rg Components Group 1 nc. steal I opt be respond m e for any devl eu on from th, BC LL 0.0 PSF CA-ENG CWC/CWC Fabracl ng ofutrusses,truss n conformance vel th ANSI/TPI 1, or for handling, sill ppi ng, AN IT'W COMFANY iI natal II ati on so .y A seal on this drawl ng or cover page II otI ng ml.drawl ng, Indlcotes acceptance of professionalej v TOT. LD. 42.0 PSF asp nsl bl I I ty 501 el y for the des,gn shoat,. The vel tabl I I ty and use of thl s drawl ng for any structure I 09she 9�S "FC.�t\9$ Q�,�A S E QN- 24195 erg tvana Circle respond IP 11 ty of the Bul ldl ng Desi goer per ANSI ob. 1 Sea 2. r�A�p�•^d As DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see chi s 1 ob•s general notes /OK YP ALPINE: www.al pi net tw.tom; TPI: www t t www page and these web cies: pins.org; %MA: .sbclndustry.core ICC: wee.Iccsafe.org SPACI NG 24.0" JREF- 1VOZ7175Z09 RaIwWV 12,1412047 (0316126--PARR LUMBER-HILLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - N) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. 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 in roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd 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 Wind I oads and reacti ons based on MWFRS wi th additional C&C member factors. desi gn. (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 load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5(R1)4i T 3X5 3X5� 3X5 6 r 8-10-3 —1 6 W1 W5 T3 3X7(B1)= 1.5X4 III 3X7= 18-0-0 1 1. 5X4 III 3X5= 5X5(A2) Le2' 8-9-4 'I-` 8-2-12 8-2-12 >L 8-9-4 17-0-0 -..._L- 17'--0-0 J l< 34-0-0 Over 2 Supports J R=1462 U=56 �I RL=152/-144 R=1628 U=73 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 1 •Truss Components of Oregon (503357-2118 **WARNINGI**READ AND FOLLOW ALL NOTES ONTHISDRAIN NG c ! QTY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. 825N4th Ave,Cornelius OR 9713 —1IPORFANr*w FORM SH TNI S DRAM NG TO ALL CONTRACTORS I HCLHAI NG THE INSTALLERS ,`f`Q1YD •AFF IC LL 25.0 PSF REF 87175- 61520 Trusses requl re extreme care In fabricating, handling, shl ppi ng, Instal l ing and bracing. Refer to antl follow 4 the latest edition of SCSI (eulltling Component Safety Information, by TPI and VrtCA) for safety practices prior + TC DL to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, .�S 14659�'7' '/46 10.0 PSF DATE 03/15/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shown for permanent lateral restral nt of webs shall have bracing Installed per BCSI r BC DL ,4 r O`� n s tions B3, B10)or 0as applicable. Apply plates to each face of truss and position as shown above and on y��1►ra► 7.0 PSF DRW CAUSR7175 16075044 II 1 J I the Joint Detal Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Al pi ne, a di vi sl on of ITN Bul I di ng Components Group I nc. shal I not be responsible for any devi ati on from thl s BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fel I ure to bul I d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, shi ppi ng, AN ITW COMPANY nstan as on a brace ng of trusses. y •,,; _y.. A seal on this drawl ng or cover peg*gn'sil00109 TT1e'au,r.pi , Indidates°°C°•h�s I-�j rofssslarH ^ TOT. LD. 42.0 PSF SEON- 24197 resp tSI bill ty sol el y for the deal l I''l pg for any StttHR"ciul-."R°i n the �j�AA ,c`.T,19$9 ��j 8351 RovanoCircle responslbll l ty of the 91111ding Dealoner per Nal/TN 1 See.2. HV,` Q DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformatl on see this J ob.s general notes page and these web sl tes: '"•�W.G�►p ALPINE: www.alpineltw.tom; TPI: minx.tpinst.org: RICA: wwwsbcindustry.tom; ICC: www.iccsafe.org SPACI NG 24.0" JREF- 1VOZ7175Z09 Rempy64-310'1/5017 (0316126—PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pin I of 3 -- verify TI GARD, ** - Ni) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. Bot chord 2x4 HF #2 120 mph wind, 22.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere Webs 2x4 HF #2 :W1, W5 2x4 DF-L Std/Stud i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 psf, wind BC (g)' psf. Connectors in green I umber (g) desi gned usi ng NDS/TPI reduction Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member factors. deli gn. (a) Continuous lateral restraint equally spaced on member. 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 2.00. Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5(R1)4i n T 3X5 3X5 6 I— --1 6 8-10-3 W1 W5 I 3X7(B1)= r m18-0-0 1.5X4 III 3X7= 1. 5X4 III 3X7(B1) X5=k3X5-- k 8-9-4 'I< 8-2-12 e c 8-2-12 + 8-9-4 >I I, 17-0-0 —I, 17-0-0 —I 34-0-0 Over 2 Supports ,J R=1468 U=64 'I RL=132/-132 R=1468 U=64 PLT TYP. Wave Desi gn Cri t: I RC2012/Tp�PI -2007(STD) FT/RT=2%(O%)/4(0) 15.02.00. DIBROp Y:6 OR/—/1/—/—/R/— Scale =. 1875"/Ft. Truss Components of Oregon 0(03)357-2118 •'WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ••I IPoRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC L L Trusses require extreme care In fabricating, handling, sill ppi ng, I ns[al I 25.0 PSF the latest edition of SCSI (BW!di ng can n9 and bracing. Refer to and fol low nREF R7175— 9 ponent Safety Information, by TPI and WTCA)for safety it61521 — to perfarmi ng these£antl ons. Installers nmol l prowl de temporary braes nted oti ees prior - 14659�'9 TC DL 10.0 PSF DATE tap chord shall have properly attached structural sheathln9 and bottom morpernii'na�e"cess aced therwise, r 03/15/16 rigid ceiling. Locations shown for properly attached ' rl actions 133, ul or B,ii a permanent lateral restraint of webs shall have bracing installed per BCSI \tf/,�J% BC DL ,411 I O��A 1II s applicable. Apply plates to each face of truss antl post ti on as shown above and on 7.0 PSF DRW CAUSR7175 16075089 L I`VI I the Joint Oetai ls, unless notetl otherwise. Refer to drawl ngs 1,60A-Z for standartl plate positions. I i AI pi noel a dl vi s1 on of I TW Bui I di rg truss i neGroup 1 nc. shal I not be responsible for any devl ati on from this • -. BC LL AN RW drawl ng, any failure to build me trans conformance flint ANSI/TPI 1, or0.0 PSF CA ENG COMPANY Instal I ati on s brats ng of trusses. for handl i ng, nils ppi ng, !hap — CWC/CWC A seal on thidrawing Sr cover page I1sting this drStilnp indicates eepytsllte of professional engineering •.,„ �F�7,19 9 Q4.�' TOT. LD. 42.0 PSF SEON— 24199 responsibilitysolely for the design shown. The sul tebl l It and use of this drawl for any structure Is the 8351 Rovana Circle raspensl bill ty of the Elul I dl pier per ANSI/TPI 1 Sec,2. Sacramento,CA 95828 Far more Informaa on see this Job's general notes 'IOW.05! DUR. FAC. 1. 15 FROM BB ALPI NE: www.al pi mei tw.tom; TPI: www.tpl nst.org; WTCA: www.sbe 1 ndus t y came web CC: mew.tee. ccsare_org Renews:12/31/2017 SPACING 24.0" JREF— 1VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -WI ndwood 2230CE pin I of 3 -- verify TI GARD, ** - 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 in 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 reduction Wi nd Ioads 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 panel s use purlins to brace all flat TC @ 24" member. Attach wi th 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. OC. 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 i ncrease factor for dead I oad i s 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= I T2 u' T 3X5% 3X5 - \,.111'411.4...." X5 6 r `,\\\\\\\\\\\\\ ''` 6 8-3-13 \\\\\\\ + 18-0-0 1 3X10(63)= 1. 5X4 III 3X5= 1. 5X4 III 3X10(63) 5X12= 8-2-14 >Ic 7-8-6 ›.+2-1-8-+-- 7-8-6 8-2-14 15-11-4 2-1-8 ,I— _I, 15-11-4 J I. 34-0-0 Over 2 Supports R=1635 U=61 RL=123/-123 R=1635 U=61 PLT TYP. Wave FT/RT=2°/6(0°/6)/4(0)Design Cri t: I RC2012/TPI -2007(STD) 15.02.00. {11MOt TY: 1 OR/-/1/-/-/R/- Scale =. 1875"/Ft. _ Truss Components of Oregon (503)357-2118 **WARN!NGI**READ AND FOLLOW ALL NOTES 6N THIS ORATING! 825 N 4th Ave,Cornelius OR 97113 "IIPORfANr^ FURNISH THIS tRATI NG TO ALL 06NRGCTORS INCLUDING THE I MMU LLERs (1‘44,;1"—. �`C� �1R �� TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer[o and fol low /�V� �- REF R7175- 61522 the latest edltlon of BCS! (Building Component Safety Information, by TPI and'MCA) for safety practices prior V 1 46 59�'9 to perform)ng these functions. Installers shall prowl de temporary bracing per BCS). gni ensnotedtherwl se. Q. top chord shall have TC DL 10 0 PSF DATE03/ 5/16 properly attached structural sheathing and bottom chord shall have a properly attached 1 legid I ling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! .4r O`��II n s tions B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on ',4/00.1111BC DL 7.0 PSF DRW CAUSR7175 16075090 II L J _-. the Joint 6etal ls, unless noted otherwise. Refer to drawl ngs 16°A-Z for stenrlartl plate post[I ons. I r wing, a yi fisiur pf Ibu I Ithehl,�usspI necon ormap 1nwi hhAl, /Ip b1 rorpforl hla fon any ippingl on from thl :, BC LL 0.0 PSF CA-ENG /� AN ITW COMPANY II nstal II ail on Babrad rg or trusses,truss i n conformance I th ANSI/TPI 1, or for handl I ng, shi I n CWC/CWC PP 9, v A reswrllalmi" eel ely'Bie°r.t e ars IIIIeIlstl1np tiTeeSallt Dl IIty and uaa'er t is draWrq for°f ity sitt,<"taro isnthe 9/ 'FC 7,190 fi; TOT. LD. 42.0 PSF SEON- 24202 8351 Rovana Circle respond bl 11 ty of the Bui I di ng Peel poor per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more I nfarmati on see this ob.s ��MW*CHS' OUR. FAC. 1. 15 FROM BB ALP!NE: www.al pi mei tw.can; TPI: vnnv t i nst. general notes page and these web slimes: p org; WTCA: .sbcindustry.com; ICC: Iccsafe org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndw0od 2230CE pl n I of 3 -- veri fy TI GARD, ** - L3) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 21.83 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF #2 •W1, W7 2x4 DF-L Std/Stud =anywh2re i roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC :W3, W5 2x4 HF Std/Stud: (g)' DLDL4.4.2 psf.f. Connectors in reen lumber Wind loads and reactions based on MWFRS with additional C&C member factors. g (g) designed using NDS/TPI reduction design. In lieu of structural panel s use purlins to brace all flat TC @ 24" (a) #3 or better scab reinforcement. Same size & 80% Ien th of web OC. member. Attach wi th 10d Box or Gun nails (0. 128"x3",mi n.)g g 6" OC. Deflection meets L/360 live and L/240 total load. Cree increase Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive factor for dead I oad i s 2.00. P I oad applied per IRC-12 section 301.5. 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= T 3X5 ...,9 3X5 6 r �1�W3 ,,,I W5 W1 (a),,14..4. — 6 73-13 .#.4 W7 m r 9 " * 18-0-0 5X5(A2) 1. 5X4 III 3X5= 3X5= 1.5X4 III Y 5X5(A2) 3X7= r' 7-2-14 >< 6-1-8 6-8-6 >Ic + 6-8-6 �< 7-2-14 'I I, 13-11-4 J_ 6-1-8 J, 13-11-4 J I` 34-0-0 Over 2 Supports >1 R=1575 U=57 RL=108/-108 R=1575 U=57 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2% (RANI /4(0) 15.02.00. 01Bgpe,E, TY: 1 OR/—/1/—/—/R/— Scale =. 1875"/Ft. Truss Components of Oregon (503)357-PII8 ••WARNINGI••READ AND FOLLOW ALL nods ON THIS DRAINING! 825 N 4th Ave,Cornelius OR 97113 •IIBIORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS �e2 wP- ' �� TC LL 25.0 PSF REF Trusses require extreme care In fabricat!ng, handl ing, shipping, Installing and bracing. Refer to and fol low e���- R7175— 61523 the latest edition of BCSI (Building Component Safety Information. by TPI and WTCA)for safety practices prior <v 14659�'9 t. to pchord Sha these fpropions. (achel d sts ctura psheite ngmandaby roma hg der all eta ps perly attached TC DL 1 0.0 PSF DATE 03/1 5/1 6 top chord,ngll have properly attached ers sisalI rovi dei tg and oo bottom ingchord p rhSC have a ssonot d aOtherhetl r- rlegld ceiling. Locations shown for permanent lateral rest raint of webs shall have bracing installed per BCSI -i BC DL Arl O`H N I I s ti ons B3, BT or B10, as appl I Carl e. Apply pl etas to each face of trusstand position as shown above and en 7.0 PSF DRW CAUSR7175 16075091 II L J the Joint Dotal ls, unless noted otherwl se. Refer to drawings 160A-2 Por s anderd plate positions. I , AI pi ne. a di vi si on of I111 Sul I di ng Coeponents Group Inc. shat I not be response Pie for any deviation from thin C:' -, BC LL 0.0 PSF CA—ENG CWC/CWC AN ITW CAM drawl ng, any fai I are to but I d the truss i n conformance wl th ANSI/TPI 1, or for handl i ng, shi ppi ng, COMPANY install ail on s braci ng of trusses. A seal oD this draw ne tnls drewif 99 V 110 or cover page(let' R .eglnea ing / C. 5 SEON— 24205 w.4"::::11::eCeaptaws el rfor lyhal 7,1 Q TOT. LD. 42.0 PSF I'esponsl m Pit;ty sol el for the reel gn(per per TIK wl reel a of thI a dreWl Iq Nor airy atrvcture i e the Q 8351 Reyana Circle response bill ty of the Bul I dl ng Deal Baer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 Far more information see this b s T�ANw.CMP DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi Rel tw_Com; TPI; www.t Inst. general Rtes page and these web slimes: ore: WTCA: . bcindustry. , ICC: 1ccsafe.ore Renews:12/31/2017 SPACI NG 24.0" JREF— 1VOZ7175Z09 (0316126——PARR LUMBER—HI LLSBORO —Wi ndwood 2230CE pl n I of 3 -- veri fy TI GARD, ** — L2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 � dg, Bot chord 2x4 HF #2 anywhere120 mhwindroof,, 21.33 RISK CATftnII, EXPhgt, SCE B, wind TC7-10, LOSED DL=6.01pssf,LwindeBC Webs 2x4 DF-L Std/Stud(g) :W2, W7 2x4 HF #2: :W4, W5 2x4 HF Std/Stud: DL=4.2 psf. Connectors in reen Iumber Windi gnloads and reacti ons based on MWFRS wi th additional C&C member factors. g <g) designed using NDS/TPI reduction Windl Bottom chord checked for 10.00 psf non-concurrent bottom chord live In lieu of structural panels use purlins to brace all flat TC @ 24" load applied per IRC-12 section 301.5. OC. 25.00psf, Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on P Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. g factor for dead I oad i s 2.00. = 3X5= 5X5 5X5= 1 w Mi 1.5X4\\\ T 1.5X4 8 6 r— W5 W7 ,4 6 W' 6-3-13 !'" Y Y m Y Y ''' + 18-0-0 5X5(A2)= 3X5= 3X5= 3X5= 3X5= 3X5= 5X5(A2) T 6 7-148 J__I_ 6-7-0 5-8- ,L 5I 6 7-0 0-12 5-0-12 ,L 5-8-6 J_ 6-2-14 I, 11-11-4 6-7-0 I 7-1-8 ... . 10-1-8 J. 11-11-4 J f L 34-0-0 Over 2 Supports R=1516 U=53 = RL=92/-92 R=1516 UU=53 PLT TYP. Wave Design Cri t: I RC2012/TPI -2007(STD) 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 **WARN'NGI•"READ AND FOLLOW ALL NOTES ON THIS DRAWING! 5.se�a' "OFF 825N4th Ave,Cornelius O) 97113 ••IIPORTANr•• FURNISH THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. • TC LL 25.0 PSF Trusses require extreme care In fabrlcat!ng, handling, shipping, Installing and bracing. Refer to and£°flowREF R7175- the latest edition of BCS' (Builtling Component Safety Information, by TPI and AICA) for safe[ �• 61524 to performing these functions. Installers shall provide temporary bracing per BCS'. Unless proper! rnelius O,41111164 regid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS' r ,4 r O`� I s tions 83, B]or 810, as appl icable. Apply plates to each face o£truss and position as shown above and on I � ► BC DL 7.0 PSF DRW CAUSR7175 16075087 II L J I n the Joint Details, unless noted otherwise. Refer to drawings tceAof for s[andartl plate positions. I Alpine, a dlvlslon of ITW BUIldirg ComponetGroup Inc shall of be responsible£or any devlatlon from this BC LL drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, e,:, 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY oaten au on A brad ng of trusses. _y.. A seal on this drawing or cover page IIatleg this drawl indicates acceptance of professional engineering �Q 'F B9 " TOT. LD. 42.0 PSF SEAN- 24207 responsl hi I I ty solely Por the design shows, The sul tabs II ty and use of thl s drawing for any structure I s the I� C 7.1g �� 8351 Rovana Circle respornl bl l l ty of the Building Designer per ANSI/TPI 1 Sec.2. _e s� A DU R. FAC. 1. 15 Sacramenm,CA 95828 For more i nformatl on see thi s j ob s general notes pa �r�qN ww CjP�` FROM BB ALP1 NE: www.al pi of tw.co, TPI: wows.tpi nst.org, WTCA: my.,sbci ndust these web sues: y : "`: "`safe_org SPACI NG 24.0" JREF- 1VOZ7175Z09 Rpnaw¢•1O/4t19017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n 1 of 3 -- veri fy TI GARD, ** - L1 Top chord 2x4 HF #2 :T2 2x4 HF #1&Bet.: � Bot chord 2x4 HF #2 120 mph wind, 20.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind 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 in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member deli gn. In lieu 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. 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 I I & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHI FT BITE [11] W3X7 S 1.25 5X5= 1.5X4 III 5X5= 1.5X4. T2 ¢ 1.5X4 T 6 '— W3 W 6 5-3-13 1• oil 5X5(A2)= 3X5-- 3X7[11]= 3X5= + 18-0-0 1 3X5-- 5X5(A2) L 5 2-14 4-8-6 Le2'J f 9-11-4 H` 7-0-12 >I< 7-0-12 �I� 4-8-6 -1_ 5-2-14 I_ 9-11-4 7-0-12 9-11-4 'I � ,I. 14-1-8 ,I_ 9-11-4 J I` 34-0-0 Over 2 Supports >{ R=1462 U=42 RL=96/-88 R=1628 U=56 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(O%)/4(0) 15.02.00. 1 QTY: 1 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-1118 **WARNINGI**READ AND Fonar ALL NOTES ON Tills mimic! ��`� '-°�.F Seal a =. 1875"/Ft. 825 N 4th Ave,Cornelius OR 97113 "1IFDRTANT.• FURNISH NIS DRAWING TO ALL CONTRACTORS INCLUDING TME 1 NSTALLERS ,` TC LL Trusses requl re extreme care I n fabrl cart ng, handling, shl ppi ng, I ns[al I ng and bract ng. Refer to and fol I ow the latest edl on of acs, 25.0 PSF REF R7175-(aullding Component Safety Information, by TPI and wTCA) for safer . 5 61 525 to perform)ng these functions. Installers shall provide temporary bract ng per BCSI. n pedctoices prior / TC DL 10.0 PSF DATE top chord shall have properly attached structural sneathi rigen s ray A. ir- rigid eel ling. Lucatl ons shown for and bottom chord shall have a roper) attached e� T. sections 83, 87 or 810, as app)i cab)ear Anent lateral restraint of webs shall have bran,ng installed per ecsl I7 A 14659 .4 1I I O,�'` I I� nail ni nt Details, unl Ess PPI Y plates to each face of truss and posi ti on as those above and BC DL 7.0 PSF A R7 75 160 5086 II ILI, ' \`II3 15/16 rested otherwise. Refer to drawings 160A-Z far standard late O° DRW C Us 1 7 I AI I oei a dl vl sl on of I TW eul I di Con P post t1 ons. drawl ng, any fai I ure to bui I d the'truss pI n conformance wI thhANSI/TPI b1,rorpfori handl I ng, ng,on frem`his *- BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY i nstal I ati on s bract ng of trusses. -y... A seal on till a drawl ng or cover page IIstl this drawl ng, Indleates acceptance Of rofesslanal al " TOT. LD. 42.0 PSF SEAN- 24210 responsl bill ty solely for the design shown. The awl tab)Iity and use of this drawing for any structure Is"the �j ,cC 7t 19� �Qv� 8351 Aovana Cede respoosl bl I I ty of the Building l dl ng Desi filer per ANSI/TPl 1 Sec,2. Sacramento,CA 95828 For more information see this b•s 'rl/gM ww G�a DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi mel to.con; TPI: f° general notes page and these web sl res: www.till nate erg; wTCA; www.sbci ndustry.cum: ICC www.l ccsafe.org SPACI NG 24.0" Rnnnwa•17/11/21117 JREF- 1VOZ7175Z09 (0316126--PARR L THI S DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- verify TI GARD, ** - Top chord 2x4 HF SS :T2 2x4 HF #2: � •op 2h4 HF x4 HFt120 mph wind, 19.83 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 DL=4.2re f. roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud DL4.2 psf. (g) :W2, W4, W6 2x4 HF Std/Stud: Connectors in reen lumber Wind loads and reacti ons based on MWFRS wi th additional C&C member Connect. (g) designed using NDS/TPI reduction design. In Iieu of structural panel s use purlins to brace all flat TC w 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. OC. 25.00 sf, Deflection meets L/360 Iive and L/240 total load. Creep increase Truss designed for unbalanced snow load based on P Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. g P factor for dead I oad i s 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W3X5 S 1.25 [15] W3X10 S 1.25 6X6= 6X6= 3X5= 1.5X4111 7 6 6 r W2 W4 We T3 4-3-13 1► fl III a 5X5(A2)= 1.5X4 Ill 3X5[9] 18-0-0 H0308= 1. 5X4 III 3X10[15]= 5X5(A2) L2' I.< 7-11-4 >{< 5-11-15 >< 6-1-11 + 5-11-15 >I< 7-11-4 >{ 7-11-4 18-1-8 j, 7-11-4 I< 34-0-0 Over 2 Supports I � R=1462 U=38 � R=1628 U=51 W=5.5" RL=80/-73 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. 20 Gauge HS,Wave 0 FT/RT=2% O% /4 ( ) ( ) 15.02.00. 1 r9 ��.W QTY: 1 OR/-/1/-/-/R/- Scal e 1875"/Ft. Truss Components of Oregon (503)357-2118 ••WARM NGI*•READ AND FOLLOW ALL NOTES ON THIS DRAWING!UANINGI _ea ee 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF Trusses retail re extreme care In fabrl cats ng, handling, shipping, install)ng and bracing. Refer to and follow �� L1�f /' `` R7175- 61526 the latest edi ti on of MMI (Buil dl ng Component Safety I nformati on, by TPI and PICA) for safety pried ces art or to performing these fprop Ons. Instal;ens churl provide temporary bracing per 81:51. Dnlepr noted otherwise, �w 14659 9 TC DL 10.0 PSF DATE 03/15/16 top chord shall have properly attached structural sheathing and bottom chord shall have a rigid cel l l ng. Locations shown for permanent lateral restral nt of webs shall have bract rgpI nstal l edper SCSl attached t• sections 83, B7 or B10, 1 � the Jol nt Detal I s unl esss appl I wbl e. Apply pl ates to each fico of truss and post tion as shown above and o t BC DL ,4 "°ted otherwise. Refer to drawln 160A_ 7.0 PSF DRW CAUSR7175 16075085 /�7 9s Z Por standard plate positions. I , AI pi ne, a dl v1 sl on of 1 TN Bn; di ng Components Group 1 nw. steal, not be respond h1 a£or any dept atl on from thi s BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW CAM drawl ng, any failure to build the truss I n conformance wl th ANSI/TPI 1, or for handl l ng, stet ppl ng, R4NY I nstal I all on s bract ng of trusses. • A Neel on this drewirp or cover pegs II Ott 09 tMe drew1q Indleet.s sae.Deno.of rofesslonel .tlglfootleg P rfC.> t9$9 �;� TOT. LD. 42.0 PSF SEAN- 24213 polo)bl 11 ty solely for tha des)gn show,, The sol lability Bed uss Bithis dram np for airy structure Is the 8351 Rovana Circle respond bl I I ty of the Building Designer per NISI/1P1 1 sea t. ,�(4A,w.GNPQ DUR, FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see this Job•s general notes ALPINE: www.al pl net tw.con; TPI: www.tpl nst.or OTCA: www page and these web slimes: g: .'h`+ndustry. "`' Iccsafe.nrg Renews:12/31/2017 SPACING 24.0" JREF- 1VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- veri fy TI GARD, ** - LG) Top chord 2x4 DF-L #1&Bet. :T2, T3 2x6 HF SS: Bot chord 2x6 HF SS 120 mph wind, 19.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anDL= 2re 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: 4. DL4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MFRS. factors. Special I oads Cal cul ated hori zontal defl ecti on i s 0.12" due to Iive I oad and 0.15" (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) due to dead I oad. TC- From 72 p fat -2.00 to 72 p fat 5.94 In lieu of structural panels use purlins to brace all flat TC c 24" TC- From 36 p fat 5.94 to 36 p fat 28.06 TC- From 72 p fat 28.06 to 72 p fat 36.00 OC. 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 Iive BC- From 7 p fat 0.00 to 7 p fat 34.00 BC- From 4 p fat 34.00 to 4 p fat 36.00 load applied per IRC-12 section 301.5. TC- 500.00 I b Conc. Load at 5.89,28.11 Defl ecti on meets L/360 Iive and L/240 total I oad. Creep increase BC- 79.05 I b Conc. Load at 2.00,32.00 BC- 83.46 I b Conc. Load at 4.00,30.00 factor for dead I oad i s 2.00. 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 Iive I oad and 0.74" due 14.00,16.00,18.00,20.00,22.00,24.00,26.00,28.00 to dead load at X = 17-0-0. JT PLATE LATERAL CHORD No SIZE SHI FT 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 T2 I a T3 xi6 6 - W2 W: 3-3I-13 3X5111 5X5[10]= 3X10[16]= 5X5[21]= 3X5111 \ 18-0-0 4X12(B7R) F---- H0612- 4X12(B7R) IF2.->.I L2' -5-11-4 .c 5-7-4 + 5-5-8 + 5-5-8 + 5-7-4 + 5-11-4-H I, 5-11-4 ,i. 22-1-8 J, 5-11-4 J 34-0-0 Over 2 Supports :.--.-I R=3082 U=200 W=5.5" R=3082 U=200 W=5.5" PLT TYP. 20 Gauge HS,Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(O%)/4(0) 15.02.00. 1 OTY: 1 OR/-/1/-/-/R/- Trttss Components of Oregon (503)357-2118 *'WARNI NGI**READ AND Foca ALL NOTES ON THIS 0RANINGI BF Scale =. 1875"/Ft. 825 N 4th Ave,Cornelius OR 97113 **1IPONTANT*• FURNISH MIS DRAWING TO ALLCONTRACTORSINCLUDING THE INSTALLER •��, F TC LL Trusses requl re extreme care In fabrl cats ng, handling, shipping, instal l l ng and bracing. Refer to and follow 25.0 PSF REF R7175- the latest edition of SCSI (Building Component Safety Information, by TPI a.WTCA)for safety y 61527 to performing these functions Installers shall provide t ng per Y noted oleea prier �S 146 59�9 ` TC DL 1 0.0 PSF DATE top chord shall have properly attached structural sheathing and bottomchordshalllhavenaeps ttached 03/15/16 rigid telling. Locations shown For properly attached �- �.. EI T. igi ons li BJ Lo ati a permanent lateral restraint of webs shall have bracing talled per BCSI A I I I Q)� II the Jon nt 3, B I s, unl, asnotedi cabl e.l sAppl Repents drawl nes to h face of truss and poli ti on as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16075084 IU, IN I AI pi ne, a di vi si on of I TW Bui I dl Cwn gs Z for tondo rd pl ate noel tl ons. drawl ng, any fai I ure to bus I d the�truss pI n connformancenwi thhANSI/Tpl b,rosponsi bl a for ons devn ati on from this BC LL 0.0 PSF CA-ENG CWC/CWC AN RW COMPANY instal 1 au on a braes ng of tresses. r for handl I ng, M ppm ng, 0.:,..,�� A seal en thin drewng or eovs',;.:11.•Usti this drewnp Indlptee eceeptenee er prefssslnoel agimering 9 '4.0 F�$9 " TOT. LD. 42.0 PSF SEON- 24217 reopatsl b1 I 1 ty solely tAr the ahorel.The w1 tebI Ii ty and ate or tins drawl ng for any atrtleture I a the �. �� 8351 Rovana Cede responel bl l l ty or the EU I dl ng peel goer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more I nforneti on see tail S i ob•s general notes page and these web sites: Oh "IS Ow- Sacramento, DUR. FAC. 1. 15 FROM BB SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: www.al pi mel tw.coven; TPI: www.tpl nst.org; WTCA: www_sbci ndustry.con, ICC: wow.,ccsafe.org Renews:12/31/2017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n lot 3 -- verify TI GARD, ** - I G) Top chord 2x4 DF-L #1&Bet. :T2 2x6 HF #2: Bot chord 2x6 DF-L 2400f-2.0E 3 COMPLETE TRUSSES REQUI RED I < : Webs 2x4 DF-L Std/Stud(g) :W2, W6 2x4 HF #2: Nail Schedul e:0.120"x3", min. nails Connectors i n green lumber (g) desi gned usi ng NDS/TPI reduction Top Chord: 1 Row 012.00" o.c. factors. Bot Chord: 2 Rows is 2.50" o.c. (Each Row) Webs : 1 Row a 4" o.c. Special loads Repeat nailing as each I ayer I s applied. Use equal spaci ng (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) between rows and stagger nails in each row to avoid splitting. TC- From 72 pFaf at 0.00 to 72 plf at 5.60 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" TC- From 72 plf at 5.60 to 72 plf at 17.06 TC- From 36 plf 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 plf at 18.40 to 72 plf at 24.00 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 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 IC e 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 I b 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= 1.5X4111 T2 3X5= 8X10= 6 a C 6 f W2 3-1-13 grail _ I I I _ 3X7[5] III ....-.±- _18-0-0 4X12(B8R) 4X12[10]= 5X7[15]= 3X7[19] III 4X12(B8R) SS0514 5-7-4 + 4-2-9 + 4-4-5 + 4-2-9 11 I, 5-7-4 T 5-7-4 I_ ,I. 12-9-8 5-7-4 J I< 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-"'118 "WARM NNM•*READ ND FOLLOW ALL NOTES ON THIS DRAWING! 1 : 825N 4th Ave,Cornelius OR 97113 ••IIPORTANr•• FURNISH THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. .Cir AFF TC LL 25.0 PSF REF R7175- 61528 Trusses require extreme care In fabrl cat!ng, handl l ng, shipping, instal H ing and bract ng. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and aTCA) for safety to performing these functions. I nstai I ers shall ide t tedt tolhes pri or ((� t 465' 17 5 9�9 TC DL 10.0 PSF DATE 03/15/16 top chord shat I have pshv temporary tomcing per BCSIIen l ops ered ttachide, er properly attached structural sheathing and bottom chord shall have a properly attached BC ` r rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per Bcsl ���y��y BC DL ` *a tions OS, 07 or 810, asapplicable. Apply plates to each face of truss and post ti on as hhton above and on t 7il'r!"i 7.0 PSF DRW CAUSR7175 16075045 J I the Joint Details, unionsnoted otherwise. Re Per to drawings SGOA-Z Por standard plate post ti ons. �1 �� N�I ; AI Pine, a division of I W Buildl g Componecroup Inc shat, non be responsibl a for any devianion from this BC LL 0.0 PSF CA-ENG CWC/CWC tlrawl ng, any Fal 1 ure to bui tl the truss n conformance wins ANSI/TPI t, or for handl I ng, shi ppi ng, IL!, .•1 AN ITW COMPANY i nstal I an on S bracing of trusses. - A seal on this drawing or cower page listing this drawing Indloates acceptance of rof ss1Onal 9 \"� TOT. LD. 42.0 PSF SEAN- 24227 reaponsl bl bill ty sol el y for the design shorn. The suitability and use of this drawing for any structure nearing %64.55:.4.0 /sl ,4.0 7,a 0 �Aa{/ 8351 Rovana Circle rwpenelbillty of the deliding Designer per ANSI/TPI 1 Gac.2. b e�s�1� ` 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 sl tes: �'�n�•vnr ALPINE: Avow alpineitw.car; TPI: www.tpinst.org; rrCA, mere.sbcindustry.con; ICC: www.Iccsafe.org SPACI NG 24.0" J RE F- 1 VOZ7 1 75209 Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -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 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 reduction Wind loads and reacti ons based on MWFRS. factors. Special loads In lieu of structural panels 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 -2.00 to 72 plf at 5.94 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iiye 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 i ncrease BC- From 7 plf at 0.00 to 7 plf at 17.00 factor for dead Ioad is 2.00. TC- 500.00 I b 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 I b Conc. Load at 6.00, 8.00, 9.00,11.00 [13] W3X5 S 1.75 4X5= 4X5= C 6 / 6 f 3-3-13 ` *18-0-0 / 3X5111 3X5[13]= 3X10(A6R) 3X10(A5R) L-2-0-0-->1 I-- 5-11-4 + 5-1-8 >Ic 5-11-4 1. 5-11-4 5-1-8 -L.- 5-11-4 J (.< 17-0-0 Over 2 Supports J R=1850 U=128 W=5.5" �I R=1671 U=100 Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2B%(0%)/4(0) 15.02.00. Dl Optp Truss ComonentsofOreon (503357-2118 ""WARNINGI""READANDFOLLOWALLNOTESONTHISDRAWING! �• 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. 825N4PhAve,Cornelius Ok97 13 "'IIPORTANT•• FURNISH TITS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 61529 russes regul re extreme care In fabrl rating, handl log, shl ppl ng, Instal l i,g and bracing. Refer to and follow iNiv thelatest di ti on of BC5I (Bad ltli ng Component Safety Information, by TPI and Y.TCA) for safety pracfl res prl or ,,••-- to performing these functions. Installers anal) provide temporary bracing per SCSI. Unl ens noted otherwise, ....kW r. 03/15/16 41164, top chord shall have properly attached structural sheathing and bottom chord shall have a roper!y attached rlgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingpInstalled per BCSI /. T. sect'ons B3. B7 or B10, as app'I cab'e. Ann! 0 PSF DATE Ail HI A '( . y pi at as to each fare-Z truss and rd ti to as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16075083 f=1 I I I �J I the Jol n[petal I s, unless noted otherwl se. Refer to drawl ngs 160A-Z For standard plate post tions. I Al p'ne, a di vi si on of 1 TW Bui I dl ng Components Group Inc. shat I not be responsible for any devi at on from thi= "• e I BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fat I ore to but I d the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, shl 1 n AN ITW COMPANY i natal I at'on A bract ng of trusses. PP D• V A ase1 en this drawlnc Sr cover page IIst' this drawl Indlcotes acceptance or profess! f B9 TOT. LD. 42.0 PSF SEON- 24172 responsibility eel sly roE the designn° 9 C 7,Ass0.046-7 shown. The suitability l i ty and use of this drawing for any structure marl the �e s3sl Rovana Circle respehel bill ty of the Boll d1 ng Des'Rner per ANSI/WI 1 Sec,2. "NNW.OW DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see thi s/obs s general notes page and these web sites: ALPINE: www.al pineitw.Tom; TPI: www.fpinat.org; WTCA: www,and ndusiry.Com; ICC: mew.I ccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VOZ7175Z09 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -WI ndwood 2230CE pin I of 3 -- verify TI GARD, ** - 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 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 in green I umber (g) desi gned usi ng NDS/TPI reducti on Wind I oads and reacti ons based on MWFRS wi th additional C&C member factors. design. I n Iieu of structural panel s use purlins to brace all fl at TC a, 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 load. Creep increase Truss designed for unbalanced snow Ioad based on Pg=25.00 psf, factor for dead I oad i s 2.00. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. H0508 H0508= i 6 \ I 6 4-3-13 � 0 +18-0-0 I 1. 5X4 III 3 3X5(A1) 3X5(A1) 3X5= LE--2-0-0-- 7-11-4 >J1-1-8+— 7-11-4 I. 7-11-4 1-1-8 ,I— ,I, 7-11-4 J 1 17-0-0 Over 2 Supports R=966 U=39 W=5.5" RL=71/-78 R=807 U=21 PLT TYP. 20 Gauge HS,Wave Design Cri t: I RC2012/TPI 2007(STD) FT/RT=2%(O%)/4(0) 15.02.00. oven"R TY: 1 OR/-/1/-/-/R/- Scale =.375"/Ft. _ Truss Components of Oregon (503)357-2118 *`WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 **I MFuca SH FSH THIS DRAMNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 61530 Trusses requl re extreme care In fabri toting, handling, shipping, Instal l lrg and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior d . 14659�9 TC DL 1 0.0 PSF DATE to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, Q 03/15/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri 91 d cei I I ng. Locations shown for permanent I ateral rostral nt of webs shall have bracing installed per BCSI BC DL 7.0 PSF All MINI; n sec[l ons B3. BT or B10, as appl i cabl e. Apply p1 ales to each face of truss and posi ti on as shown above and on ,. DRW CAUSR7175 16075080 I I the Joint 3. B7 s, unl ess noted otherwi se. Refer es to each ace of for standartl pl ate post ti ons. AI pl ne, a di vi sl on oP I TW Bui dl rg I neGroup Inc. shat 1 rot be rorfori bl a for any devl ati on from this . BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any£allure to build the truss In conformance With ANSI 711.1 1, or for handling, shl ppi e�. AN ITW COMPANY I nstal ati on&brad ng of trusses. PP O� . A sead on this drawl ng or cover page IIsting this drawl ng, I ndl cotes acceptance of 9 'it.7,19 9 Q�v TOT. LD. 42.0 PSF SEON 24174 responsl bill ty solely Por the des!gn sMse. The sal tabs II ty and use of thl s drawlgrforsa ynsi antlneer)nag / 8351 ltmyaea Circle responsibll Ity of the Ba!Iding Designer per ANSI.TPI 1 See.2. ng any structure le the "9'14N w.60 DUR. FAC. 1. 15 FROM BB 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.coe; TPI: www.bpi nst.erg; WTCA: www.sbcl ndustry.not; ICC: awe l ccsafe.erg Renews:12131/2017 SPAC I NG 24.0" J REF- 1 VOZ7175Z09 (0316126--PARR LUMBER-HI LLSBORO -WI ndWOOd 2230CE pin lot 3 -- verify TI GARD, ** - KG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Topchord 2x4 DF-L 2400f-2.OE :T2 2x6 HF SS: Bot chord 2x6 DF-L 2400f-2.OE 2 COMPLETE TRUSSES REQUI RED Webs 2x4 DF-L Std/Stud(g) :W2, W6 2x4 HF #2: Nail Schedule:0.120"x3", min. nails Connectors in green lumber (g) designed using NDS/TPI reduction Top Chord: 1 Row m12.00" o.c. factors. Bot Chord: 2 Rows 2.50" C. (Each Row) Webs m c.1 Row 4" o.c. Speci al loads Use equal spaci ng between rows and stagger nal I s (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) i n each row to avoi d splitting. 4" o.C. spacing of nails perpendicular and parallel to TC- From 72 pif at 0.00 to 72 pif at 3.74 TC- From 36 pif at 3.74 to 36 pif at 9.27 grain requi red in area over bearings greater than 4" TC- From 72 pif at 9.27 to 72 pif at 13.26 120 mph wind, 19.28 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 72 pif at 13.26 to 72 pif at 17.00 BC- From 7 pif at 0,00 to 7 pif at 17.00 anywhere in roof, RISK CAT 11, EXP B, wind TC DL=6.0 psf, wind BC TC- 5.02 Ib Conc. Load at 3.70 DL=4.2 psf. BC- 1516.04 Ib Conc. Load at 1.50 Wind loads and reactions based on MWFRS. BC- 47.81 Ib 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 24" BC- 105.93 Ib Conc. Load at 3.80, 5.80, 7.80 BC- 1634.62 Ib Conc. Load at 5.50 OC. BC- 1468.13 Ib Conc. Load at 7.50, 9.50,11.50,12.50 14.50,16.50 Decortior meets oad6live and L/240 total load. Creep increase BC- 338.75 Ib Conc. Load at 9.27 factor for dead load is 2.00. 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 1 6 U I W2 2-2-10 18-0-0 IY 4X12(B8R) 4X5[5] III 5X10[10]= 5X7[12]= 4X5[16] Ill 4X12(B8R) lac 3-8-14 �< 3-1-8 + 3-3-4 + 3-1-8 >I< 3-8-14 3-8-14 _j_ 9-6-4 L J. 3-8-14 J f 17-0-0 Over 2 Supports >1 R=7283 U=308 W=5.5" R=8110 U=374 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 15.02.00. 1 _ QTY: OR/-/1/-/-/R/- Truss Components of Oregon (503)357-2118 **WARNINGI**READ AND FOLLOWL OW ANOTES ON THIS DRAWING! Scale =. 375"/Ft. 825 N 4th Ave,Cornelius OR 97113 **II1PORTANT** FURNISH noS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLER .`�St� *AFF TC LL 25.O PSF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow REF R7 1 73�15/16 653 1 the latest edi ti on of BCSI (Bull ding Component Safety I nformatl on, by TPI and RICA) for safety practices prior y to performing these functions_ Installers shall provide temporary bracing per BCSI. Unless noted othensise, 14659 '9 TC DL 10.0 PSF DATE 0 top chord shall have properly attached structural sheathing and bottom chard shall have a roper) attached rigid cel li ng. Locations shown for permanent I ateral restraint of webs shall have bract ngI nstal led per SCSI p fa sections B3, B7 or BOO, 1 I the J.nt Detai Is, unless applicable. Apply pinto to each face of truss and Pen,tite as shown above and on O � I I noted otherwise. Refer to draw,cgs 160A_Z for standard plate post tl ons. BC DL 7.0 PSF DRW CAUSR7175 16075046 u 1 �I I AI pi ne, a m vi sl an of 1 TW Boil ding Components Group 1 nc steal I not be respond el a for any nevi ati on from thi s BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fall are to build the truss In conformance with ANSI/TPI 1, or for handling, she poi ng, AN ITW CAMR4NY install au on A brace ng of trusses. a•, .a. A on tNiy'sor1sl;04:: r pspa Is lw a.1i ,;,1 tea aces cant.of prohaslonal «glnesrinp '4.C. s9 TOT. LD. 42.0 PSF SEAN- 24221 responsl bi l l 'f y a use nr title dronO for en ��/ 8351 Rovana Circle respotlsl bl I I ty or the Rue 1 dl ng Desi goer per ANSI/TPI 1 sac.2. Iq Y structure I a the •�/� T,19 Ate/ Sacramento,CA 95828 Pio cHpQ OUR. FAC. 1. 15 FROM BB For more information see this Job's general notes page and these web si tes: ALPINE: two al pi nee tw.can; TPI: wwwtpl nst.erg; WTCA: www,sbcl ndustry.com; I CC: www.I ccsafe.org SPACING 24,0" JREF- 1 VOZ7175Z09 Reaawc:12141/2017 (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n lot 3 -- veri fy TI GARD, ** - OG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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 I oads and reacti ons based on MWFRS. factors. Special loads Right end verti cal not exposed to wi nd pressure. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) In lieu of structural panels use purlins to brace alI 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 Iive BC- From 7 plf at 0.00 to 7 plf at 11.00 Ioad 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 Iive and L/240 total Ioad. Creep increase BC- 83.46 l 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 SI ZE SHI FT BITE [12] W3X5 2.25 R 1.75 4X5= 1.5X4 111 6 I- 3-2-7 3-3-13 1 0 $ 4_9-0-0 J i 3X5111 3X5[12] 3X5(A1) 1<-2-0-0-wJ I' L 5-11-4 , 5-0-12 5-11-4 5-0-12 L 5-11-4 ,h 5-0-12 l 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%(0%)/4(0) 15.02.00. p18ROpe Y: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. _ Truss Components of Oregon ((503))357-2118 •`WARN,NGI`*READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825N4th Ave,CorneliusOR97113 ••IIPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. C�`1`$, • e TC LL 25.0 PSF REF R7175- 61532 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow V/� I� the latest ditlon of BC5l (Building Component Safety Information, by TPI and*TCA) for safety practices prior 40 14659 - TC DL to performing these functions. Installers shall provide temporary bract ng per BCS,. Unl essonoted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a proper! attached rigid eel l ing. Locations shown for permanent lateral rostral nt of webs shall have bracingpI nstal l ed per BCS, n I Ol� t! recti ons Ba, BT or B10, as appl!cab!e. Apply pl ares to each face of truss ,� T BC DL CAUSR71 75 16 75047 II L J DATE 03/15/16 and posltite as shown above and e 7 0 PSF DRW S 1 0 I : the J.nt Details, unless noted otherwise. Refer[o drawl ngs 160A-Z for standard plate post ti ons. n I AI pi ne, a di vi si on of ITN Bui!di ng Components Group Inc. shat I net be responsible far any dev!at!°n from th!s . _.. BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any Tal l ere to but I the truss In conformance wl th ANSI/TPI 1, or for handl Ing, shl ppl ng, v AN n w COMPANY Install ail on A brad ng of trusses. . A seal on this draw ng or cover pegs IIsting this drawl ng, Ind!cotes acceptance or rof sslanal s Inearl 9/ •7.19$9 TOT.LD. 42.0 PSF SEON- 24229 responti bill ty solely for the design shorn. The Sul tabl I tyIh p a QQ espon:I bn I tyof the Sul I all and use of I s draw ng for any struciore H snShe _ 8351 RovanaCvcle ng Designer per ANSI 1 sec.2. r�gNw,0- OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see this/ob•s general notes page and these web s!Wes: ALP,NE: may.al pi nei tea.can: TPI: www.LIP nst.org; *TCA: www.sbcl ndustry.com; ICC. www.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-HI LLSBORO -Wi ndwood 2230CE pin I of 3 -- verify TI GARD, ** - 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, RISK CAT I I, EXP B, wi nd TC DL=6.O psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green I umber (g) desi gned usi ng NDS/TPI reduction 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 flat TC @ 24" OC. Ri ght end verti cal not exposed to wi nd pressure. Deflection meets L/360 live and L/240 total load. Cree increase Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive factor for dead load is 2.00. p load applied per IRC-12 section 301.5. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10,40=1.10, CAT II & Pf=21.17 psf. X 1. 5X4 III PITIMMEMINEMI dm ■ 6 I— 4-2-2 4-3-13 � 11 IMJ 9-0-0 if / 1. 5X4 III 3X5(R) III 2X4(Al) L-2-0-0--->•I Ec 7-11-4 3-0-12 7-11-4 3-0-12 I— 7-11-4 .._j. 3-0-12 J 1< 11-0-0 Over 2 Supports R=680 W=5.5" _ RL=82/-33 R=452 U=7 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(O%)/4(0) 15.02.00. g18ROpE. Y: 1 OR/-/1/-/-/R/- TrussComponentsofOregon (503)357-2118 **WARMNGI**READ AND Foca ALL NOTES ON THIS DRAWING[ Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 '*I MPDRTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE I NSTALI ERS � ��� TC LL 25.0 PSF REF Trusses require extreme care In Fabricating, handling, shipping, Installing and bracing. Refer to and follow �f_ �1 R7175- 61533 _ the latest ed;tIon of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 1 4659 T /� `°perform'ng`"ase`°BC SCSI '^stallers shall provi de temporary bracing per SCSI. Unless n°tetl nthB f se, Q TC DL 10.0 PSF DATE 03/15/16 top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached r rl�gitl ceiling. have ons shown for permanent lateral restral nt of webs shall have bract ng Installed per BCSI 8 .4 r O`� I' s tions 83. 87 or B10, as applicable. ARPIY Plates to each face o£truss and position as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16075048 II L J A the Joint Details, unless rwtetl otherwise. Refer to drawl ngs 160:-Z for stanr artl pl aTe post tl ons. I ; AI pl ne, a tll vl si on of I TW eul I tli^9 truss I necon Group I wl shat, net be rfori m e f°r any deo,au a,from.hl s BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fat I ure To but I d the truss I n conformance ori th ANSI/TPI 1, AN ITW COMPANY I nstal I ail on s braci ng of trusses. or for handl I ng, shl ppl ng, V • A..., en this drMng or eawr pepo IIoting this droolnp Indlutes am tone.of professlonel s Insert '�/ �fC,7,1989 Q�4�' TOT. LD. 42.0 PSF SEON- 24231 responoI bl I I ty 110101 y fbr the deal g,shpt,.. Tho seal tab)l i ty and use or thI et drool a fOr ea.ry strTlepmro,a'fh. Q 8351 R°Yana Circle responsl PI I I ty of the INA!di ng Desi goer per ANSI/TPI 1 Sec.2. TjgNTY CHS' DU R. FAC. 1. 15 Sacramento,CA 95828 For more I nfornatl on see thi s Job's general notes _ FROM BB ALPI NE: www.al pi net tor,corn; TPI: www.tp;main org; WTCA: on sbe I ndus t y.hcon, ICC: wwb si w.I ccsafe,org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VOZ7175Z09 (0316126--PARR LUMBER—HI LLSBORO —Wi ndwood 2230CE pin 1 of 3 -- veri fy TI GARD, ** — 01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TIED BY TRUSS MFR. Top chord 2x4 HF #2 � Bot chord 2x4 HF #2 120w0 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) :W2 2x4 HF Std/Stud: y ere roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reduction 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 flat TC @ 24" OC. Ri ght end verti cal not exposed to wi nd pressure. Deflection meets L/360 live and L/240 total load. Cree increase Bottom chord checked for 10.00 psf non-concurrent bottom chord live factor for dead load is 2.00. P load applied per IRC-12 section 301.5. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 1. 5X4 III 4X5= 11i7; 1 1. 5X4 III gigill ' I 6 r— 5-2-2 5-3-13 ,aig 2X4(A1)= 3X5= 3X5(R) III 1-*2-0-0� 5-2-14 4-8-6 J_0 5-2-14 5-9-2 I, 9-11-4 1-0-12 J— J 11-0-0 Over 2 Supports R=662 W=5.5" R=507 U=11 RL=98/-37 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Truss Components of Oregon (503)357-2118 FT/RT=2%(0%)/4(0) 15.02.00. 1 QTY: 1 OR/-/1/-/-/R/- Scale =.3125"/Ft. I� •wwARNtNCI••READ AND FOLLOW ALL NOTES ON ells oxawlxcl ��� F 825N4thAve,ComehusO 9713 ••1BPORTurt" FURNISHTUSDRAwNGToALL CONTRACTORS IIC,,�N®TMEINSTALLERs TC LL 25.0 PSF Trusses requl re extreme care in fabricating, handl1ng, shipping, I nstal I l ng and bracing. Refer to and follow the latest edition of Bc51 '` REF R7175- 61534 n (Bui Idi ng Component Safety InformatI on, by TPI and WnCA)for safety practices prl or y � to performing these functions. Installers spall provide temporary bracing per BCSI. Unless noted otherwise. Vr 14659�'Q TC DL 10.0 PSF DATE 03/15/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rlegld ceiling. Locatl ons shown for permanent lateral restraint of webs shall have bract ng Instal l etl per BCSI ,Allik AE7 l O)LIN I s tions B3, i l or un D, as applicable. Apply plates to each face of truss and position as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16075049 II L I he Jo'nt Petal ls, unless noted othe wise. Refer to drawings 160A-Z for standard plate post tl ons. I Al pi ne, a di vi sl on of I TW Bul I di ng Components Group 1 nc. silo'I not be responsi bl a for any devi atl on from thl s BC LL 0.0 PSF AN ITW COMPANY Instal loft aatruss i n conformance wl til ANSI/TPI 1 on Abraci ng oftrusses, , or for handl I ng, sill pp,pg, #,,; CA-ENG CWC/CWC drawl A seal on tills drawl ng or Cover page I1.ti ng tilla drawl ng, Indl=.tes tante of professional lna.rl q " TOT. LD. 42.0 PSF SEON- 24233 re pond bill ty sol el y flap the deal gn shorn. The sm tebl ty and use orrf t 1 s drawl ng for any structure I b°the 9/ /�L-7,19� Q co 8351 Rovana Circle reoponel bill ty of the Bell dl lig Beal oner per ANSI/TPI 1 Sec.2. t� r�1,A DUR. FAC. 1. 15 Sacramento,CA 95828 For more I nformati on see till s)ob•s general notes SrZ�M MY•Cj{�r` FROM BB ALPI NE: www.al pi mei tw.cam; TPI: www,tpl net.org; WICA: sway alae i ndust y these ICC: maw,.I ccsafe.org Ponouto•+9/11/21117 SPACING 24.0" JREF- 1 VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER 1 NPUT (LOADS & DIMENSIONS) SUBMI TIED BY TRUSS MFR. (0316126—PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pi n I of 3 -- ver i fy TI GARD, ** - 02) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywDL=4.ere i roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL4.2 psf. Connectors in green I umber (g) desi gned usi ng NDS/TPI reduction Wind 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 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 I oad i s 2.00. 1. 5X4 III r I 3X5% 5-10-3 6 i iiill M ii 1. 5X4 III 3X5(R) III 2X4(A1) �2-0-0�L I. 5-9-4 >Ic 5-1-0 11 12 5-2-12 11-0-0 Over 2 Supports R=651 W=5.5" R=452 U=14 RL=107/-39 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 15.02.00. 1 QTY: OR/-/1/-/-/R/- Truss Components of Oregon (503)357-'118 **WARNI NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4�At� O Scale 375“/Ft. 825 N 4th Ave,Cornelius OR 97113 "I IIPORTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ` F TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, Instal llrg and bracing. Refer to and follow he latest edit,pn of gcsl (Rendi Component REF R7175- 61535 n9 ponent Safety Information, by TPI and'MCA) for safety practices prl or O� I TC DL to perform,ng these functions. installers shall provide temporary bracing per SCSI. Unless noted otherwise, 4/ 14659 F 10.0 PSF DATE 03/15/16 • top chordcshal I have properly attached structural sheath)ng and bottom chord shall have a rl g ceiling. Locations shown for permanent lateral restrai nT of webs shall have bract ng nstal�edt ached �. doiel n �0�� I: *' secPl ons Ra. R7 or Rlo, per Rcsl .2.....I r C USR7 7 60 5050 II . the Joint Details, unless applicable. Apply plates to each face of truss and position as shown above and on „�/�7� BC DL 7 0 PSF DRW A 1 5 1 7 notetl otherwl se. Refer to drawings 160A-Z Por standard plate post tl ons, a�fc+R-' AI I ne, a tll vi si on of 1 PA I3u1 I di rg Components orma Inc. shat 1 not be r ` BC LL D.0 PSF drawing, any failure to build the truss In conformance with ANSI/TPI 1 orsponsible for ons deviation£rom this CA-ENG CWC/CWC AN ITR COMPANY 1 nstal 1 ati on R brae,ng of trusses. for handl i ng, hl ppi ng, �.� -� A er1 on tills drering or toner peps IIStllq this drewl05 Indians seesyyt.ncs of profsulono enpinrrl '*.C. 89 " TOT. LD. 42.0 PSF SEAN- 24235 responsl ill I I ty sal N Y tilt the deal gn shoat,, the Sal tab)I I ty and ur of thl S dreM Itg for„Y strveturo I B the 9�_A 7t 1g �t 8351 Royanatvc]e ponelblllty of the alllding Designer par ANSI/TPI 1 See,2. YY DAR. FAC. 1. 15 Sacramento,CA 95828 For more I nformati on see th,s I ob•s general notes pa ryApr y.GNB' FROM BB ALPI NE: www.al pl eel tw.co, TPI: www.tpl nst.org; WICA: wow.sbci ndustdry.come ICC:siwww.I ccsafe.org Renault,12(11/21117 SPACI NG 24.0" JREF- 1 VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pi n I of 3 -- vert fy TI GARD, ** - 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 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 in green I umber (g) desi gned usi ng NDS/TPI reduction Wi nd I o a d s 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 Ioad applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total Ioad. Creep i ncrease factor for dead Ioad i s 2.00. 1.5X4 III i 3X5ss 6 5-10-3 pa_..jmmmmmmmsammimavmimgmmmmmmmmpjt_.IIIIIIIIIIIIIIIIIIII no 9-0-0 1.5X4 III 3X5(R) III 2X4(A1) 5-9-4 'I` 5-2-12 41.2 I< 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=28/8(0°/8)/4(0) 15.02.00. . - MISS Components of Oregon ((503)357-2118 "WARNING!••READ AND FOLLOW ALL NOTES ON THIS DRAW!NG! F TY: 1 OR/-/1/-/-/R/- Scale =. 375"/Ft. 825 N 4th Ave,Cornelius OR 97113 "!IPORTANr•• FORM SH nil s DRAM NB TO ALL COMPACTORS I NCLUDI Ns THE INSTALLERS TC LL 25.0 PSF REF R7175- 61536 Trusses requl re extreme care in fabricating, handling, shipping, installing and brad the latest edition of SCSI areInin CSafetybyng. Refer to and follow ��� /� t t nsht IIeftempoiar, TPIn and WrCSI for I NG T10.noted otherwise, 03/15/16 top chord shall have properly attached structural sheath!ng and bottom chord shall have a properly attached ttirigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sect;ons B3, .er G10, as app!I cable. ���� � A n L=ili A I I p APP!Y pl rtes to drawl each face of tress and pnsl ate po shown above and � RW CAUSR7175 16075051 II I " BC DL 7.0 PSF DRW I the Joint Details, unless noted o[herwl se. Refer to tlrawi ngs 160H-Z for standard plate post[l ons. on I Al inn. a division of ITV&,tiding Components Group Inc. shall not be responsible far any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fel l urn to but I the truss In conformance with ANSI/TPI 1, or for handl l ng, shl I --�' AN ITW COMPANY I nstal I ail on R brad ng of trusses. pP ng, A s w.I ty" drawlng or Awa IIsi ding tTi°'suint h!IpI�ty�> satesa acceptance eg for tr �ro pit the '9/S •Fc.7.1y0 toter TOT. LD. 42.0 PSF SEON- 24238 8351 Rovana Circle responsl bill ty of the NiII di ng Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 ��MMV•r+�A OUR.FAC. 1. 15 FROM BB For more Informal!on see this Job's general notes page and these web si Tes: $PAC!NG 24.0" J REF- 1 VOZ7175209 ALP!NE: wan,al pl nei tw.com; TPI: www.to!est.org; ARCA: 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-HI LLSBORO -Wi ndwood 2230CE pin I of 3 -- veri fy TI GARD, ** - PG) Top chord 2x4 HF #2 Bot chord 2x6 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhDL=4.2re roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC DL4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS. factors. - Special loads In lieu of structural panels use purlins to brace all flat TC @ 24" (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) OC. TC- From 72 p fat -2.00 to 72 p fat 3.94 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive TC- From 36 p fat 3.94 to 36 p fat 6.56 TC- From 72 p fat 6.56 to 72 p fat 12.50 load applied per IRC-12 section 301.5. BC- From 4 p f at -2.00 to 4 p f at 0.00 Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease BC- From 7pfat 0.00 to 7pfat 10.50 BC- From 4 p fat 10.50 to 4 p fat 12.50 factor for dead load is 2.00. 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= C � 6 - 6x 2-3-13 C 10-0-0 / 8.50 B =3X5(A1)= 3X5(A1) L--2-0-0--->-1 L---2-0-0-- 1 r 3-11-4 a 2-7-8 + 3-11-4 I_ 3-11-4 J T 2-7-8 ,l. 3-11-4 J l10-6-0 Over 2 Supports R=1058 U=33 W=5.5" R=1041 U=32 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2°/n(0°/n)/4(0) 15.02.00. 1 �Co �� OlP F QTY: 1 OR/-/1/-/-/R/- Scal e =. 5"/Ft. Truss Components of Oregon (503)357-2.118 **WARNING!`*REN)AND rouar ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 "I I PORTANT" FURNISH THIS DRAWING TO All CONTRACTORS INCLUDING THE INSTALLERS � TC LL 25.0 PSF Trusses require extreme care In fabri cat!ng, handl l ng, shipping, Instal l l ng and bracing. Refer to and follow C e�r the latest em ti on of ecsl (Dwldin chin REF R7175- 61537 /� T. g point Safety de temporary by TPI and WTCA) for safety practices prior �, 14659 9 TC DL 10.0 PSF DATE to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 03/15/16 top chord shall have properly attached structural sheathing and bottom chord snot have a properly attached ` Ail A rni gi doeel ll,ng. LocatUonsssheen for permanent lateral restraint of webs shall have bract ng installed per SCSI y��l� .4II ��'` III l the Jonnt a, 13 Isr unl, a notpal edicable.lse plRefeartes drawlnh face truss and posttlon as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16075052 ' \SII I A!pl ne, a di vi s1 on of 1 TW Bul I tll Cwn gs Z for tandartl pl ate posl ti ons. drawl ng, any failure to but l d the"truss°�necoonforr'mance wl th ANSI/TPI b1,rorpforl handl l ng, shdeN ntl on frgn this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMFANY l nstan air on a brach ppl g, •: .s q of truses. A seal on this drMnp.r ewer page IIsting this drawing, Isalcotes tones of professional 1 "itg89 �"f TOT. LD. 42.0 PSF SEON- 24240 reepMai a I 1 ty sol el y nor the design snow,. The eel tubi i I ty and see.ef this drool rig for any structure is the �� 7, Qy 8351 Rovana Circle rosponsl bill ty of the Sul I dl ng Desi Rner per A161/TM 1 see,2. Sacramento,CA 95828 For more I nfnrmati on see thl s)ob.s general notes page and these web sltes: T�,�Nw,CHpQ DUN. FAC. 1. 15 FROM BB ALPINE: www.al pineitw.coin, TPI: www.tpinst.org; WTCA: www.sbcindustry.cora ICC: www.Iccsafe.org SPACI NG Renews:12/31/2077 24.0" JREF- 1VOZ7175Z09 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, ** - P) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere i roof, RI SK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Connectors in green I umber (g) desi gned using NDS/TPI reduction 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 Iive Ioad applied per IRC-12 section 301.5. faortior meets L/360live and L/240 total load. Creep increase ifactor for dead load s 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= 6 6 �— 2-11-11 i ` 10-0-0 / 1.5X4 III 2X4(A1)= 2X4(A1) --2-0-0 >l< 1-6-8 >I< 7-5-0 >i< 1-6-8 ›-l< 2-0-0--->-I r 5-3-0 + 5-3-0 I, 5-3-0 ,L 5-3-0 J lac 10-6-0 Over 4 Supports >J 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" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(0°g)/4(0) 15.02.00. 1 . OTY: 1 OR/-/1/-/-/R/- Scal e =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNI NGI*•READ ago FOLLOW ALL NOTES ON THIS s 0%DRAWING! 825 N 4th Ave,Cornelius OR 97113 "I IIPORtma FURNISH THIS s°RRN7 xg To ALL°°"amCT°Rs I NC TME INSTALLERS. TC L L Trusses regal re extreme care In fabricating, handl Ing, shipping, installing and bracing. Refer to and follow �� 25. BCSI0 PSF REF R7175- 61538 the latest°di ti on of ecel (Bal l di ng Component Safety Information, by TPI and NTCA) for safety to performing these functions. Installers shall provide tdeo1Ce5 1pri se, 14659�9 TC DL 10.0 PSF DATE 03/15/16 top chord shall have properly attached structural sheaths gmandaby ts,,, h per all ena ess noted ttachide, Q. ng and bottom chord shall have a proper) attached rigid col ling. Locations shove for permanent lateral restraint of webs shall save bracing installed Ail O`� I sections Ba, By or 810, as applicable. Apply plates to each Face of truss e and E r BC DL e D R] 7 160 5053 II L J I the Joint Petal Is, unless noted°them'se. Refer to drawls 160A- and position po ition above and on 7 0 PSF DRW A s 1 5 ] rigs Z for standard plate post[I ons. Al pine, a y f on of ITVIbu gulltli g truss Components Group Inc shall not be nor for ihan for any AeviatI from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any Dal 1 are to bul I tl the truss n conformance with ANSI/TPI 1, or for handl 1 ng, shl psi ng, I:' AN ITW COMPANY instal 1 at on E brats ng of trusses. lel on thin drool ng or cover page Ilett lois anew 9 V Areasons!Oil l ty solely for the design skyey.. The eat teb'l Il l tyoand tae of th„drwing fo anystructure(a"the 9� QFC,r.19� Qk,' TOT. LD. 42.0 PSF SEAN- 24242 8351 Rovana Circle r®ePenel llhi ty of the Building Designer per easI/TPI 1 Sec.2. Sacramento,CA 95828 ST/qNw•GN�►Q DUR. FAC. 1. 15 FROM BB For more informatl on see this J ob's general notes page and these web sites: SPACI NG 24.0" JREF- 1VOZ7175Z09 ALPINE: wal net tw.tom: TPI: www.tpi nst.org; NTCA: www.sbcl ndustry.cora ICC: wwwindoors erg Renews:12/31/2017 ww. • THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pin I of 3 -- verify TI GARD, ** - 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 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 Wind loads and reactions based on FRS with additional C&C member factors. MFRSdesign. Left cantilever is exposed to wi nd 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 load based on Pg=25.00 psf, Ct=1.1o, Ce=1.10, CAT II & Pf=21.17 psf. 5X7= 6 ,., 3X5 1 2-11-11 1-4-3 ■� 10-0-0 2X4(A1)= I.-. 3X5 1. 5X4 III LLL-1-6-8-� 1.5X4 L- 1-9-4 -I- '1 5-3-0 , 3-3-0 3-5-12 3-3-0 �l I. 5-3-0 ,I, 3-3-0 J 1 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 TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. 1 TmssComponents ofOregon (503)357-2118 ct ��1 04. QTY: 1 OR/-/1/-/-/R/- SCaI e =. 5"/Ft. 4th 12 **WARNING!••READ AND FOLLOW AU NOTES ON 7tll s DRAWING! 825 N 4 Ave,Cornelius 0 97113 "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.l roc. TC LL 25.0 PSF REF R7175- Trusses require extreme care In fabrlcaling, handling, shleel ng, Installing and bracing. Refer to and follow 61539 the latest edi ti on of BCSI (Buil d)ng Component Safety Ac tea atl on, by TPI and wrCA) for safety practl ces prl or ck.n �e to performing these functi ons. Installers shall prowl de temporary bract ng per BCSI. Unless noted otherwi se, //// 1 46 5 9�9 TC DL 1 0.0 PSF DATE 03/15/16 top chord shall have properl y attached structural sheathing and bottom chord shall have a properly attached r rlegld Gelling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI BC DL ,4 , O`� II TI se tions 83, 01 or B10, as app) Gobi e. Apply plates to each face of truss and post ti on as shown above and on F 7.0 PSF DRW CAUSR7175 16075054 II L=41 the Joint Detal ls, unless noted otherwl se. Refer to drawl rags 16DA-Z far standard plate post tl ons. BC LL pine, a di vi sl on oP 1 TW Bul I do, rg Components Group I ne. shat I rant be responsi bl a ter any deviation tram thl 0.0 PSF CA-ENG CWC/CWC drawl ng, any fab I ure to but I d the truss 1 n conformance wl tM1 ANSI/TPI 1, or for handl I ng, shl ppi ng, •:� .. AN ITW COMPANY i natal I an,on&bracing of trusses. A seal on this drawing or cover pegs listing this drawing Indicates acceptance of professional 9 'f'O�t 1889 " TOT. LD. 42.0 PSF SEON- 24244 ras�'s1 bl 11 solely fOr the design alwiwl. The wl tab)1 I t and use of tills drawing for any structure is the ��1 R4Q 8351 Rovena Circle roepms ty or the Bell ding Designer per.wsi/151 i See.2. T`I4w.n�r" DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nfonmati on see this 3 ob•s general notes �'!�I V ALPINE: www.al pineltw.cam; TPI: www t Inst. Page and these web sies: p org; WrCl1: www.sbcintlustry. ICC: Iccsafe.ore SPACI NG 24.0" JREF- 1VOZ7175Z09 Renews:12/31/2017 • (0316126——PARR LUMBER—HI LLSBORO —Wi ndwood 2230CE pl n lot 3 -- vert fy TI GARD, ** — P2) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reduction Wind 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 Iive 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 designed for unbalanced snow load based on Pg=25.00 psf, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf. No SIZE SHI FT BITE [ 2] W1.5X4 S 2.25 [11] W1.5X4 S 2.25 4X5= 3X3 3X3a 1 A 2-11-11 �� 1-1-7 1-4-3 �� 1. 5X4[11] III J c;:, 10-0-0 3X7= / 1. 5X4[2] III , 3-8-8 3-3-0 I ' 3-8-8 �I� 3-3-0 >1 I, 3-8-8 ,I_ 3-3-0 J I 6-11-8 Over 2 Supports R=340 W=5.5" R=326 RL=26/-24 PLT TYP. Wave Design Cri t: I RC2 012/TPI -2007(STD) FT/RT=2%(O%B)/4(0) 15.02.00. 1 QTY: 1 OR/—/1/—/—/R/— TrussComponentsofOregon (503)357-2118 "WARNINGI"READ AND FOLLOW ALL Nous ON THIS DRAIN NG! Gc Scale =. 511/Ft. 825 N 4th Ave,Cornelius OR 97113 "I IperrANt" Fuad SH THIS MAYO NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS sic •`'`/``�I�.�� F TC LL 25.0 PSF Trusses regui re extreme care I n fabrl call ng, handl 1 ng, shi ppi ng, Installing and bract ng. Refer to and follow `..:eiw" the latest edition of BCsI REF R7175— 61540 (But l dl no Component safety de temporary on, by TPI and WTCA)for safetyt.� to performing these functions. install ars shatI provide temporary bracin noted oolces prior `% 14659�9 TC DL 10.0 PSF DATE 03/15/16 top chord shall have properly attached structural sheathing and bottom chordeshall havenaeprerly ttachide, rigid cei ling. Locatl ons shown for pr'oserly attached i— egti ons I, . or ati as permanent lateral restraint of webs shall have bracing I talled per BCSI BC DL A 11 Il Ol0 1I n Bote shown. Apply plates to each face of truss and position as shown above and on `� 7.0 PSF DRW CAUSR7175 16075055 I I L J I`VI I he Jon nt 3, 8)o unl ass noted abl e. se. Refer to drawl rings,ace of for standartl pl ate post ti ons. I drawl ng, a ci vl sl or of,bW Bui I no, ng uss I necoon oroup,drawl shal I not be respond hl a fir any s. i ppi ng en from,tm s BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY instal 9atl on fab bract no of l dsthe truss n formance wl th ANSI WPI 1, or for handling, shi ppi ng, 1, .e. A seal me pit;dra leg or cows Pape I Istl19 this drawl Iedleatas aeee tame.of prof silmnal M .r.,1 ep 4 'FC B9 �"f TOT. LD. 42.0 PSF SEAN— 24246 respenal W I 1 ty sol el y for tha deal Rh ahowl. The Sul tabl l i ty and uaa ur ihl s alawl nR rota'meg Ntruetur.I N the /!� 7,19 ��`{I 8351 ROvaea Circle respansl blllty of the Bolldl ng Desi IT,or per ANSI/TPI 1 See,p. V Sacramento,CA 95828 For more Informati on see this ob.s �j,�NW.CHp DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi mei tw.Com; TPI: www.t ) general notes page and these web sites: pi nst.org; WTCA: .sbcl ndustry.comm ICC: www.Iccsafe.org SPACI NG 24.0" JREF— 1VOZ7175Z09 Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- verify TI GARD, ** - GG) Top chord 2x4 DF-L #1&Bet. 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) :W1 2x4 HF #2: TC- From 0 plf at -2.83 to 71 plf at 0.00 Connectors ingreen lumber TC- From 2 plf at 0.00 to 2 plf at 8.33 Connect. (g) designed using NDS/TPI reduction BC- From 0 plf at -2.83 to 4 plf at 0.00 BC- From 2 pl f at 0.00 to 2 pl f at 3.48 120 mph wind, 19.30 ft mean hgt, ASCE 7-10, CLOSED bid Located BC- From 2 plf at 3.48 to 2 plf at 8.33 .0 psf, wi nd BC BC- 22.02 I b Conc. Load at 2 . anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=65 DL=4.2 psf. BC- 224.23 Ib Conc. Load at 5.55 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind loads and reactions based on MWFRS. 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% 1 1 III 3X5 2-9-4 4.24 F--- I. -411111111111111111111 ........dialleilki 3-3-4 J 18-6-0 1 = 3X5 3X3 18-0-0 3X5= 2X4(A1) 1. 5X4 III 2-9-15 J 2-0-14 2-9-7 3-5-12 '.1 2-0-14 2-9-7 3-5-12 I 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. p1 {o 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! 825N4ponenth Cornelius —IMPORTANT.' FURNISH THIS DRAWING To ALL CONDUCTORS INCLUDING THE INSTALLERS. O'� �a7+-�.. TC LL 25.0 PSF REF R7175- 61541 _ Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow �f`- the latest editlon of BCSI (Building Component safety do temporary by TPI and WTCA)for safety prao ees prior w 14659 9 TC DL /� n to performing these functions. Installer=shall provide temporary bracing per BCSI Unless noted otherwise, ..41/ , 1 0.0 PSF DATE 03/15/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rlegid cel l I ng. Locations shown for permanent lateral restraint of webs shall have brace ng Installed per BCSI s BC DL 7.0 PSF AIIF''77I ` t1 ons 83, 87 or 8'10, a supe 1 robe e. Apply pl ates to each face of truss and poli ti on as shown above and p DRW CAUSR7175 16075056 II 1I=30^ III the Joint Detal ls, unl esssnoted otherwl se. Refer to drawl ngs 160A-Z for standard plate positions. n IL J, ' \SII I Al pi ne, a di vi si on of I Tw B„1 I dl ng Components Group Inc. shat I not be respond bl a for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fol Iure to bui Id the truss In conformance with ANSI/TPI 1, or for handling, she 1n • s AN ITW COMPANY I nstal I ati on A brace ng of trusses. Pp g. 9 r . A seal on this drawn ng or cover ng .9/ 'f� q6 TOT. LD. 42.0 PSF SEON- 24150 — response bl I I ty tel el y for the dashe si stl the s drawl i I I 111e Cates of thi acceptance of g for any oriel ,set Mori rp 41/1,,,_T.1 �Q� response bill ty of the Bull dl gn hope. The sue taut Il ty and use of this drawl ng for any structure 1s the V 8351ento,C 95828 g oeslpno per hi s1 oh' 1 s«.z. T/,lNW.Or OUR. FAC. 1, 15 FROM BB ircle Sacramento,CA For more I nformatl ons a this J ob'S general notes page and these cob sites ALPI NE: wow.al pi nee to.corn: TPI: maw.tpi nst.org; WTCA: wow.sbci ndustry.cot; ICC: ions.I ccsafe.org Renews:12131/2017 SPAC I NG 24.011 J REF- 1 VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- verify TI GARD, ** - JG) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 18.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere i n roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind Ioads and reactions based on MWFRS. factors. Special loads In Iieu of structural panels use purlins to brace al I flat TC c 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 Iive TC- From 72 pl f at 1.94 to 72 pl f at 5.73 TC- From 72 pl f at 5.73 to 72 pl f at 9.67 I oad applied per IRC-12 section 301.5. BC- From 14 plf at 0.00 to 14 pif at 7.67 Deflection meets L/360 live and L/240 total load. Creep i ncrease BC- From 4 pl f at 7.67 to 4 pl f at 9.67 TC- 100.00 I b Conc. Load at 1.95, 5.72 factor for dead I oad i s 2.00. BC- 15.83 I b Conc. Load at 2.00, 3.67, 5.67 Truss designed 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. 4X5= 4X5-- 6 1----- -------------- al X5=61----- s -1 1 ,� 1-3-13 -411 71-ii ilE 418-0-0 1, 1. 5X4 III 3X5---- 2X4 X5=2X4(A1)= 2X4(A1) L L--2-0-0- ee--1-11-4 + 3-9-8 + 1-11-4-- 1 L 1-11-4 J_ 3-9-8 ,_ 1-11-4 J 7-8-0 Over 2 Supports >1 R=431 U=52 W=5.5" R=632 U=79 W=5.5" PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2%g(O%)/4(0) 15.02.00, VIORO1F Y: 1 OR/-/1/-/-/R/- Truss Components ofOregon ((503))357-2118 '"wARNINGI""BEAD APO FOLLOW ALL NOTES ON THIS DIMMING, Scale 5"/Ft. 825N4thAve,Cornelius OR 97113 'IMPORTANT** FURNISH THIS REA IM O FO To ALL CONTRACTORS INCLUDING THE INSTALLERS TC LL 25.0 PSF Trusses requi re extreme care I n fabrl Carl ng, handl I ng, shi pal ng, Instal 1 I the latest etli tion of BCS, (eul l di n Can ng and brad ng. Refer to and fp11 nw O c!f . REF R7175- 61542 to perform)ng these functions. Installmprso"shellafetyideftemat;on, by TPI and WTCA) for safety pracotices pre or LS 1 46 59�9' - TC DL top chord shall have properly attached structural psheathing and botry tomcchord t ng eshalr I I have"aepS noted ttached 1 0.0 PSF DATE 03/15/16 rigid ceiling. LocationsAil restral nt of webs shall have bracing installed per SCSI �' .411 I Q,OIII he Joint Petal Is, unl esssnoted othe wl se. Refey pl rto drawles nh faceoftruss and position as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16075057 ILL• I \SII I Al pine, a de vi si on of 1 TW Elul I dioup gs Z for standard pl ate post t)ons. drawl ng, any fel l�re to but l d the truss neconformance"c.wl thhANS1/TPI bl,rorpfor'bl e for any handl l ng, shdev'ntl on from th;s ..:. -... BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMP WY I neral l au on a brad ng of trusses. A seal on this dried PP 9, re �9 �� renpolts'b"'�solely forocover page "sS n, LThessu t drawl ty lales of this dr of profess! n .Ip,neer,no /_!1 Ce.T,19 24, Q46 TOT.LD. 42.0 PSF SEAN- 24166 8351 Rovana Circle responsl bl I I ty of ma But I al ng DentY and use of thl s drarl MIB for any structure 1 s the Y Designer per ANSI/171 1 Set.Z. 'MN W.Cy.- DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see th)s)ob•s general notes page and these web es sl r : ALPI NE: al pe nei tw.can; TPI: www.tp)net.org: WTCA: www,sbci ndustry.corn; ICC:ites I ccsafe.org Renews:12/31/2017 SPACI NG I 24.0" JREF- 1VOZ7175Z09 (0316126——PARR LUMBER—HI LLSBORO —Wi ndwood 2230CE pl n I of 3 -- vert fy TI GARD, ** — J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 � Bot chord 2x4 HF #2 anywhere120 mhwindroof,, 18.B1 RISK CATftnii,hgtEXPSCE B, wi nd TC7-10, LOSED DL=6.0lpsf,LwindeBC 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 I oads and reacti ons based on MWFRS wi th additional C&C member factors. deli gn. 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 I oad. Creep i ncrease 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= 2-3-3 ,A6iiri—iiiill 2X4(A1)= C18-0-0 1.5X4 III 2X4(A1) L Lw--2-0-0— I-- 3-10-0 + 3-10-0 3-10-0 3-10-0 l< 7-8-0 Over 2 Supports R=356 U=3 R=574 U=21 W=5.5" RL=47/-40 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2D%B(0%)/4(0) 15.02.00. p18Rope. Y: 1 OR/-/1/-/-/R/- Truss Components of Oregon ((503))357-1118 **WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 "I YP MTANT" �RIn s+I THIS DRAWING TO ALL carrnAOTORS INCLUDING,l E INSTALLERS. TC LL 25.0 PSF Trusses require extreme care In Pabrl tett ng, handling, shl ppi ng, Installing and bracing. Refer to and fol d ,r the latest emnen of BCSI REF R7175- 61543 _ (Bulldi ng Component Safety Informed on, by TPI and WTCA)for safety practices prior �41 1 465 9�'9 TC DL to performing these functions. Installers shall provide temporary bract ng per SCSI. Unless noted otherwl se, op chord=hall have properly attached structural sheathing and bottom chord shall have 1 0.0 PSF DATE 03/15/16 rigid ceiling. Locations shown for a properly attached , sections BB, BT or Bu), as Permanent lateral restraint of webs shall have bracing Installed per BCSI — ; BC DL 7.0 PSF .411 I Ol�A 'I n s o pl icabhoeApply plates to each face of truss and position as shown above and on DRW CAUSR7175 16075058 II L ) I`VI I the Joi ni Details, unless n ted otherwise. Refer to drawings 1b0A-Z for standard plate post ti ons. I AI pi ne, a dl vi sIof I TW Bui I dl ng Compones Group I nc. shall not be responsl bl a for any devl atI on from this e,., r BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fat lure to build the truss In conformance with ANSI/TN 1, or for handling, shl phi ng, AN ITW COMPANY I natal I ati on&bracing of trusses. V A seal on title drawl ng or cover page IIsting tills drew) Indieats.ecce tante of rofessional a Ineari 9/ '�C' 7.19 9 Q�i~ TOT. LD. 42.0 PSF SEON- 24168 reepoesl b1 l I ty sol el y for the design shown. The sm tebi II ty and use of t I s drawing for any structure is the 8351 Rovana Circle rasponsl bill ty of the Building Designer per ANSI/TPI 1 sec.z. Sacramento,CA 95828 �rZgNW,CIT% DUR. FAC. 1. 15 FROM BB For more Information see this jobs general notes page and these web sites: — ALPI NE: www.al pi nei tw.corn: TPI: www.tpi net org; WTCA: www sbcl ndustry.corn; ICC: www.I ccsafe.org Renews:12/31/2017 SPACI NG 24.011 J REF- 1 VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- verify TI GARD, ** - RG) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 Webs 2x4 DF-L Std/Stud(g) (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) TC- From 72 pl f at -2.00 to 72 p1 f at 5.94 Connectors in green lumber (g) desi gned usi ng NDS/TPI reduction TC- From 72 plf at 5.94 to 72 plf at 7.00 factors. BC- From 4 calf at -2.00 to 4 calf at 0.00 BC- From 7 pl f at 0.00 to 7 pl f at 7.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located TC- 140.92 Ib Conc. Load at 5.89 BC- 73.46 I b Conc. Load at 2.00 anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0psf, wi nd BC DL=4.2 psf. BC- 83.46 I b Conc. Load at 4.00 BC- 219.53 I b Conc. Load at 6.00 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind 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 Iive and L/240 total Ioad. Creep increase factor for dead load is 2.00. 4X5= POEM 3X5(R) III 6 �- 3-2-7 3 3 13 iiiiiiirri i i 9'0'0 3X5= 2X4111 2X4(A1) L--2-0-0--J I' 5-11-4 5-11-4 1-0-12 I. 5-11-4 1-5-1 l 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. 114 Truss Components ofOre on (503)357-'.118 wwWARNING!**READ AND FOLLOW ALL NOTES ON THIS DRAWING! RO�cTY: 1 OR/-/1/-/-/R/- c- Scale =. 5"/Ft. 825 N 4th Ave,Cornelius 01�97113 *IIPDRTANrca n Tab,eating, THIS DRAIN NG TO ALL ppi ng, I ORS natal h ng and brad no Refer S e TC LL 25.0 PSF REF R7175- 61544 - Trusses regul re extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow ��_ �Ay the latest edition of SCSI (Building Coebonenf Safety Information, by TPI antl MICA) for safety practices prior 1 46559�/ TC DL /� to performing these functions. Installers shall provide temporary bracing per BC51 Unless noted othe wise. Ce 1 0.0 PSF DATE 03/15/16 top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached r rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI i BC DL 7.0 PSF ,417 �� I s tl ons ea, BT or eto, as aoppl icable. Apply plates to each face of truss and pnsl ti on as shown above and on DRW CAUSR7175 16075059 - II I the Joint Details, unless n ted othenwl se. Refer to drawl ngs 1,60A-Z for standard plate positions. I Al pi n¢, a di visionu: Of I Tw Bui l dl„Meng] i conformance Inc. hall net be rori hl a for any devi ants,. L on frim this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW drawing, any failure to build the truss c formance with AN51/TPI 1, or for handling, shipping, COMPANY Install ail on A bract ng of tresses. V A seal on this drawing or cover paw 1lsting this drawing, Indicates acceptance of professional engineering 9/ FC,�t t9a94Q��' TOT. LD. 42.0 PSF SEON- 24248 responsi el I I ty Solely for the design shorn. Tim.sul tabi II ty and use of till 1 s drawlng for any strootute I a the S 8351 Rovana Circle responelbiI Ity of the Hui!ding Designer par ANSI,TPI 1 Seo.2. �aNW.C�1A OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see thl s)ob•s general notes page and these web sites: ALPI NE: www.al cal net tw.com; TPI: www.tpi nst.ore: MTCA: www.sbcl ndustry.coma I CQ wyw.1 ccsafe.org Renews:12/31/2017 SPAC I NG 24.0" J RE F- 1 VOZ7175Z09 (0316126--PARR THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LUMBER-HI LLSBORO -Wi ndwood 2230CE pin I of 3 -- veri fy TI GARD, ** - R) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) DL=4.anywhere roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL4.2 psf. Connectors in green I umber (g) desi gned usi ng NDS/TPI reduction Wind I oads and reactions based on MWFRS with additional C&C member factors. deli gn. 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. JT PLATE LATERAL CHORD Deflection meets L/360 Iive and L/240 total load. Creep increase No SIZE SHIFT BITE factor for dead load is 2.00. [ 9] W1.5X4 S 2.25 2X4 III 3-10-3 .49-0-0 1.5X4[9] III 2X4(Al) —2-0-0—� 6-10-4 1"12 1 7-0-0 Over 2 Supports R=488 W=5.5" R=270 U=8 RL=74/-31 PLT TYP. Wave FT/RT=2%(0%)/4(0)Desi gn Cri t: I RC2012/TPI-2007(STD) 15.02.00. A19ROpt,'TY:2 OR/-/1/-/-/R/- Scale =, 5"/Ft. Truss Components of Oregon (503)357 2118 **WARM NGI*•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 82 N ve,ComehusOR97113 ••11FORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 1HE INSTALLERS . r"- a TC LL 25.0 PSF REF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow `e..- /'' R7175- 61545 the latest edition of BCSI (Building Component Safety Information, by TPI and NBCA) for safety practices prior V 1 46 59 to performing these fundi ons. Installers shall Provide temporary bracing per BCS1. Unlesstnoted rly otherwl se, r- top chord shall have properly attached structural sheathing and bottom chord shall have a .,411164 ed ri al ceiling. Locatl ons shown for permanent laferal restraint of webs shall have bract rgpl nstalledtper hBcsi ac DL 10.0 PSF DATE 03/15/16 .4 rI I n sections B3. BT or unl as applicable Apply plates to each face of truss and positate as shown aboveandon BC DL 7.0 PSF DRW CAUSR7175 16075060 II 1J1=)[1 I the Jol nt petalls, unless noted otherwl se. Refer to drawings 160A-Z for standard plate posi tl ons. I AI pi nen a di vI si on of I TY Bad I di ng Components Group 1 nc. shat I not be responsible for any devi ata on from this a•, BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shl In a AN ITW COMPANY I nstal I ati on s bract ng of tresses. PP 9. A seal on thin drawl ng or cover9 FC,> >9B �v TOT. LD. 42.0 PSF SEON 24250 papa I I all ng thl s drawlI ne ales acceptance of prof ssl anal I neer' w respansl bill ty solely for the design zhowr. The salbs shang, l I and use of this drawl ng for any strvctura IInthe T( 8351 Aovana Circle rospansl bill ty of the Bal I a1 ng Deal grwr per ANSI/rvl 1 Sec.2. Sacramento,CA 95828 For more information see this Jobs general rates 11 . Renews:12/31/2017 SPACI NG 24.0" JREF- 1VOZ7175Z09 (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- veri fy TI GARD, ** - EJG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Special loads (Lumber Dur.Fac,=1.15 / PI ate Dur.Fac.=1.15) 120 mph wind, 18.31 ft mean hgt, ASCE 7-10, CLOSED bldg, 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 psf, wi nd BC BC- From 4 pl f at -2.00 to 4 pl f at 5.94 DL=4.2 psf. BC- From 7 pl f at 0.00 to 7 pl f at 5.94 BC- 16,30 I b Conc. Load at 2.00 Wind Ioads and reactions based on MWFRS. BC- 22.34 Ib Conc. Load at 4.00 Deflection meets L/360 live and L/240 total load. Cree increase Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive factor for dead load is 1.50. P load applied per IRC-12 section 301.5. R=49 1 6 1---- 18-11-12 1-3-4 PP- 2>21 +18-0-0It 2X4(A1) L--2-0-0 >l< 1-10-3 >lc 4-1-1 ,I 5-11-4 Over 3 Supports R=339 U=45 W=5.5" R=79 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(S`TD) Truss Components of Oregon (503)357-2118 "•WARM NGI"•READ AND FOLLOW ALL NFTOTES ON THIS 4(0) 15.02.00. 1 QTY:7 OR/-/1/-/-/R/- 825 N 4th Ave,Cornelius OR 97113 �1: QEF Scale =. 5' ••IIIPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL Trusses require extreme care In fabricating, handling, shlpping, Installing and bracing. Refer to and fol 25.0 PSF The latest di ti on of Bo51 (eulldi REF R7175- 61546 ng Component Safety Information, by TPI and WTCA) for safety practices prior b �• TC DL to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, 1 0.0 PSF DATE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached � 1 4659 'Q 03/15/16 rigid ceiling. Locatl ons shown for permanent lateral restraint of webs shall have bracing Installed per BCSI ,oilhh .4 I, O`� I secpi ons B3, B7 or B10 as applicable. Apply plates to each face of truss and post tl on as shown above and on rc D R 1 756 75061 II till I he JoinT Derails, unless noted othe wise. Refer to drawl: ,�A_ BC DL 7.0 PSF DRW A s 7 1 0 I AI i ne, a di vi si on of I TW Bui I dl C gs 2 for standard pl ate poll ti ons. drawl ng, any fall are to build the'trussineconsformance wlthhANSI/TN 1,rorpfari handling, shipping)on frwn this F,. BC LL 0.0 PSF CA-ENG CWC/CWC AN ff W COMPANY nstal I ail on a brad ng of trusses. -.e. AeseH s onI this dra inR or cover page I I eti ng this drawing, I SAl utea seesptenee Of professional q v TOT. LD. 42.0 PSF y la'c'y for the design moan. The eelteblIIty and use of tills drawing for any strutureeis the 9j �fC 7,19B Sc'Q ' SOON- 24116 8351 Rovana Circle rrspt lsl bl 1 I ty of the Sul I dl ng Desi finer per MSI ITN 1 Sec.2. Q" Sacramento,CA 95828 For more I nformatl on see thi s 1 ob.s �ryAM w•GO DUR. FAC. 1. 15 FROM BB ALPINE: www.al pi nel tw.com; TPI: www t Inst general notes page and these web saes- p or, W*� bci Wostry. m; "` csafe org SPACI NG 24.0" JREF- 1VOZ7175Z09 Ranawa•19I41/7A17 (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pin I of 3 -- verify TI GARD, ** - EJ1) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. 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 in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive DL=4.2 psf. load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 Iive and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. 19-11-12 R=98 U=12 6 �— 2-3-4 AMIMIMINIMMENEENEal 18-0-001111111111.° 24(A1) —2-0-0 >i< 3-10-3 >l< k 5-11-4 Over 3 Supports R=384 U=7 W=5.5" RL=57/-25 R=83 Design Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%D)/4(0) 15.02.00, 1 Truss ComonentsofOre on (503)357-_'118 •*WARNINGI*•READ AND FOLLOW ALL NOTFSONTHIS DRAWING! S` ' S:OF QTY:7 OR/—/1/—/—/R/— Scale =. 511/Ft. 825 N 4th Ave,Cornelius OR 97113 '•IIPORTANr*• FURNISH 7X15 DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /�.- F TC LL 25.0 PSF REF R7175— 61547 Trusses require extreme care In fabri call ng, handl l ng, shipping, Installing and bracing. Refer to and follow ee.... r/���a� the latest edition of BCSI (Building Component Safety Information, by TPI and wrCA) for safety practices prior 41.7�4' %' TC DL to performing these font ti ons. Installers shall prowl de temporary bracing per SCS1. unless toted otherwise, . //// 14659� 10.0 PSF DATE 03/15/16 [op chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached riegitl ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per RCS' r BC DL ,4 r O`� s tions B3. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 7.0 PSF DRW CAUSR7175 16075081 II L J 1 the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. I Alpine, a divlsion of ITIV Building Components Group Inc. shall net be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC AN RW drawl ng, any fal l urs to bul l d the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, shi ppi ng, COMPANY 1 nst al I ati on s brat)ng of trusses. A seal on thin draw v TOT. LD. 42.0 PSF SEQN— 24118 ng or cover peps I I stl. thl a drawl I ndl d use acceptance r of gforsa oral uctl re.I ng 'FC 7t tig49 #. respond b1 l l ty ofl el y for the design shone. The suitability erg use of this drawing for dry structure 1 s tM 8351 Rovana Circle responsibll Ity of the mrlldlnp Designer per ANSI 1 sea Z. ,SNNW AQ OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nformatl on see thi s)ob•s general notes page and these web sl tea: ,v• ALPINE: wwow al pinet tw.corn, TPI: www.tpi nst.erg; arCA: mew.sbcindustry.com; ICC' Avow iccsafe.org SPACI NG 24.0"Ranat.,4•+7,31/71117 JREF— 1VOZ7175Z09 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n 1 of 3 -- veri fy TI GARD, ** - A) Top chord 2x4 HF #2 Botp chord 2x4 HF #2 120 mph wind, 19.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) DL=4.anywhere roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL4.2 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Right end verti cal not exposed to wi nd pressure. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad i s 2.00. 1. 5X4 III Pm_ r-- 3-3-13 i CJI _418-0-0 / 1. 5X4 III 2X4(A1) -0-0—J 5-9-8 1„12 5-11-4 Over 2 Supports R=447 U=8 W=5.5" R=220 U=18 RL=79/-28 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(O%)/4(0) 15.02.00. r /TY:26 OR/-/1/-/-/R/- TrussCompponents of Oregon (503)357-2118 ••WARNING,•*READ AND FOLLOW ALL NDTES ON THIS DRAWING! "0 Scale =. 5"/Ft. 825N4thAve,ComelmsOlt97113 •'IgFORrANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLIAING 7HE INSTALLERS. ��' �� TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow REF R7175- 61 548 the latest edl tl on°f eCSI (Bunn ng Component Safety Information, by Tp, and W7CA) for safety practices prior T. to performing these functions Iachellore Shull provide temporary bracing per Bos, Unless noted otherwl 14659�9 TC DL 1 0.0 PSF DATE 03/15/16 top chord shall have properly attached structural sheathing and bottom chord shall have a roped attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingpinstalIed per BCS, �,����� .4(7 �O`� I sect,ons B3, B7 or 1310, as appl I cabl e. Apply pl ares to each face of truss and post tl on as shown above and IrJf t7�' � USR71160 5062 J I , the °int Dotal l s eni ess notetl otherwl se. Refer to draw,n ,bdA_ on BC DL 7 0 PSF DRW cA 75 7 I , AI pl ne, a di vl si on of I TW Bui 1 di Com 9s Z Por standabrd pl ate post tl ons. drawing, any failure to build the"trusspIn conformance wlthANSI/TPIb11,rsponsihan for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY installation R!Drool n or for handling, hi ppi ng, g of trusses. AAsssal on tills draw ng or coyer page II sti ng this draw ng, I ndl Cots acceptance of profsssl*nal angl used ng 9/ �fC,7,1989 Qv TOT. LD. 42.0 PSF SEMI- 24120 pans,bill ty solely for the design shown. 1710 Sul tabl I l ty and use of tM1ls drawing for any structure Is the • 8351 Rovana Circle respond IH l l ty of the Hui I di ng Dew guar par ANSI/Tpl 7 sen: DUR.. FAC. 1. 15 Sacramento,CA 95828 For more information see this °b s general notes rygMw.Cr'A FROM BB ALPINE: www.al pi cel tw.cams TPI: www.tpi nst. page and these web sues: °rg: v : www.sbcl""astry.com; ' °safe.prg Renews:72/31/2017 SPACI NG 24.0" JREF- 1VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED 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 / PI ate 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 in roof, RISK CAT II, EXP B, wind TC DL=6.0 dg, wind BC BC- From 4 plf at -2.00 to 4 plf at 0.00 DL=4.2 psf. psf, BC- From 7 plf at 0.00 to 7 plf 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 Deflection meets L/360 live and L/240 total load. Cree increase Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive factor for dead I oad i s 1.50. P I oad applied per IRC-12 section 301.5. /218-11-12 q 6 �— R=41 1-3-4 -.. - +18-0-0 2X4(A1) L--2-0-0 -i< 1-10-3 >L 3-9-1 :1 1 5-7-4 Over 3 Supports R=340 U=45 W=5.5" R=74 Desi gn Cri t: I RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. � 0 4• TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon ((503))357-2118 ...WARMNGI••READ AND FOLLOW 1pM ANOTES ON THIS DRAWING! t 825N4thAve,ComehusOR97113 ••IMPORTANT•• FURNISH MIS NAMING To ALL CONTRACTORS \� TC LL 25.0 PSF REF R7175- 61549 Trusses require extreme care In fabricating, handling, shl ppi ng, InstalIi and bract ng. Refer to and follow the latest etli[I on of SCSI (Builtli ng Component Safety Informatl on, b TPI "g to performing these functions. Installers shall ode t y are WrCu for safety practices pre or <di 14659��7' 'e TC DL top chord shall have properly attached structuralpsheathi g temporary tom ng per alI ena pis noted attach,=e, �, 10.0 PSF DATE 03/15/16 rl gltl cel ling. Locatl ons shown for ng and bottom chord shall have a prosect attached t• rl gl a co B3, BJ permanent lateral restraint of webs shat I have bract ng Installed per BCSI .4 tI Ol� I I or B10, as appl I cabl e. Apply plates to each face of truss anda � 51/+•� CAU R 17 160 5063 II L J post ti on as shown above and n BC DL 7 0 PSF DRW s 7 5 7 I I the Joe nt.dela:lois, unless noted otherwise. Refer to drawings 160A-Z for Stannard plate positions. i AI,:one, a tli vision of 11'W eul I do, ry truss I nes croup Ina. shall nut be rorfori bl a for any devl ati on from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fat 1 ure to but I tl the truss I n conformance wl th ANSI/TPI 1, or for handling, shl i n AN ITW COMPANY I histol I atl on&brad ng of trusses. pp g. • A.«I on title t,11174'; Itallnp this Brawlnp, Iltdlubs.«.ptann of profesalanal enpineonng .9 .fQ 71 1(0 QV TOT. LD, 42.0 PSF SEON- 24122 raapoltsl ft I l�y u",":,7,4131shorn. TM.d.tab:l I ty vte las:of thi s draMl np fpr any structure I s the V Q 8351 Rovana Circle respmal bI 11 ty of the put lel rip Deal goer per ANSI/TPI 1 Sep.2. W ^ t, DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see this 3 ob.s general notes page and these web si tes: '��n•v�r ALPINE: wee,alpinelto.come Tel: www.tpinsterg; WTCA: WNW.sbcindustry.core ICC: www.Iccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VOZ7175Z09 (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- verify TI GARD, ** - EJ2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 18.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live DL=4.anywhere f. roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC DL4.2 psf. I had applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. 19-11-12 R=97 U=13 6 000 2-3-4 Ji 4_18-0-0 2X4(A1) --2-0-0 ›.-1c 3-10-3 >i< 1-9-1---1 k 5-7-4 Over 3 Supports R=383 U=8 W=5.5" RL=57/-25 R=79 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%D(O%)/4(0) 15.02.00.��.„ 7..o QTY: OR/-/1/-/-/R/- TrussComponentsofOregon (503)357-1118 **WARN' READ AND FOLIOS $Cal a =. 5"/Ft. 825 N 4th Ave,Cornelius p12 97113 ALL NOTES ON THIS DRAWI NGI *•IIPORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUOI NG THE INSTALLERS. Trusses requl re extreme care in fabrl cats ng, handl)ng, shipping, Installing and bract ng. Refer to and follow TC LL 25.0 PSF REF the latest edition of BCSI (Building Component Safety Information, by TPI and ARCA)for safety R7175- to performing these functions. Installers shall 61550 top chod shall have PS vim,,gtemporary tome np rl yeatta�prier 14659�9 TC DL 10.0 PSF DATE properly attached structural heaths g per BCSI. Unlaess noted therw,se, ef. 03/15/16 rigidcell I ng. Locatl ons shown for ng and bottom chord hall have properly attached `. ectl ons B3, B7 orPermanent lateral restraint of webs hall have bracing Installed per BCSI A 11 I Ol[i t� 1I! TA s B10, as applicable. Apply plates to each face of truss and position as shown above and on BC DL 7.0 PSF I I L J I`VI he Jol nt Details, mil ess noted othe wise. Refer to drawl ngs IGOq_Z for standard plate post t,on= p DRW CAUSR7175 16075064 I drawl AI pl ne, any a dl vl sl on of I Te Bui 1 di ng Components Group Inc. shal I not be responsi bl a for any devi ati on from thi s BC nsta'l I ati on fabraci ng ofto utrusses,truss I n conformance wi th ANSI/Tpl 1, or for handling, sill ppl ng, AN ITW COMPANY II LL 0.0 PSF CA-ENG CWC/CWC A seal on this drerlp or Cover ,ops Ilstlp tills tlrewl y a' •FC,Tt 10 �." TOT. LD. 42.0 PSF SEON- 24124 l bl l l i;Solely fbr this deeslsgn IXI The aul Lab)U tynand cotes hof thl ds roni ny Peraanyy otraturs 1 s the 8351 Rovana Circle respms Ty of the eul l ill goer per ANSI/TPI 1 See,]. Sanatnento,CA 95828 For more I nfermati on see this ob•s `r�/qpw•G�1AQ4 DUR. FAC. 1. 15 FROM BB ALPINE; ones al pi nes to.con, TPI: wise,t ) general notes page and cos;web si`ew. pi net.hag; ATCq: ,sbci ntlus[ry. ICC: iccsafe.hag SPACING 24.0" J REF- 1 VOZ7 1 75209 Renews:12/31/2017 (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** — g THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 � Bot chord 2x4 HF #2 120 mph wind, 19.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located DL= 2re roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC Webs 2x4 DF-L Std/Stud(g) 4. DL4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reduction Wi nd loads and reacti ons based on MWFRS wi th additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1. 5X4 III II • 6 1--- J 3-1-13 11 I _� 18-0-0 1. 5X4 III / Iiiillil 2X4(A1)= L--2-0-0--->iL I' 5-5-8 -rt < 5-7-4 Over 2 Supports >i R=434 U=8 W=5.5" R=203 U=17 RL=76/-28 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(O%)/4(0) 15.02.00. _,,...0 ,1.,;, *TY: 1 OR/-/1/-/-/R/- Truss Components of Oregon ((503)357-2118 e WARNINGI••READ AND FOLLOW ALL NOTES ON TRIS DRAWING! Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OIt.97113 "I IpoarANr•• FIMII sll THIS DRAM NB m ALL CONTRACTORS 1 NcwDl NG THE INSTALLERS - TC LL 25.0 PSF Trusses regul re extreme care In fabri cat!ng, handling, shl ppl ng, Installing and bracing. Refer to and follow he latest etlitlan of BCS, epndln REF R7175— 61551 to performing these functions. InstalI om Component Safety Infor ation, by TPI and ATCA) for safetpracttices prior £ . 1 46 59�'Y ' TC DL top chord Shan have properly attached structural pshearowl thing e andabotttomcchoring d,'BCSIhave aess noted ttarwise, 1 0.0 PSF DATE 03/15/16 ri gitl ceiling Locatl ons shown for properly attached ections BB, ll o Permanent lateral restral nt of webs shall have bracing Instal l err per BCSI BC DL 7.0 PSF A Il MI_ t l I. s r Bto, as noted i oche e. Apply plates to each face of truss and posi ti on as shown above and on si*' DRW CAUSR7175 16075065 J I`V' I the Join[Betal I s, unl, a notetl cablotherwl se. Refer to drawl ngs face for standard pl ate post tl ons. I Al pi ne, a di vi sl on of ITN Bui I di ng Compones Group Inc. shat 1 not be responsible far any deo]ati on from the s BC LL 0.0 PSF CA—ENG CWC/CWC AN BTW drawl ng, any fel I ure to bui I d the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, she I n COMPANY I nstal I ate on it bracing of trusses. pP g� v • wee Or,the s drawl nW or cover ng tills drblrq I ntll eaten aces tants of rofassl oMl I albillty eelely for the deeel t Ism,`„,, me eel toillity led usa of tilt drltwl 9 for ectarill. i QFC,7,1g� 4�i TOT. LD. 42.0 PSF SEON- 24126 8351 Rovana Circle rwsponsl hi I I ty of the eel 1 dl ng Desi Wner per ANSI/Tel 1 See.2. nW a„y structu Sacramento,CA 95828 For more I nformati on see thin b,spageanr�gAIW.C11�4`Q DUR. FAC. 1. 15 FROM BB ALPI NE: www.al pi nee tw,corn; TPI: www.tpl nst.org;e wTCA:noteswwwsbci ndustdry.cam; Cthese C:slaves I ccsafe.or g Renews:12/31/2017 SPACI NG 24.0" JREF- 1VOZ7175Z09 (0316126--PARR LUMBER-HI LLSBORO -WI redwood 2230CE pi n I of 3 -- verify TI GARD, ** - BG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x6 HF SS Special loads Webs 2x4 DF-L Std/Stud(g) (Lumber Dur.Fac. / Plate Dur.Fac.=1.15) TC- From 72 pl f at 0.00 to 72 pl f at 5.60 Connectors in green lumber (g) designed using NDS/TPI reduction BC- From 7 plf at 0.00 to 7 plf at 5.60 factors. BC- 1670.80 Ib Conc. Load at 2.00 BC- 806.81 I b Conc. Load at 4.00 120 anywhereh wi ndroof,75 ft RI SK CATnI I, EXPASCE B, wi nd TCCLOSED DL=6.01 psf,Located BC DL=4.2 psf. Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360live and L/240 total load. Creep increase factor for dead looiad 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 6 P 4X8 4il 3-1-13 ...11111111111611111111110...„ MN 1� I I•� +.18-0-0 / 3X7[5] Ill 4X5[10] 3X10(A6R) 2-0-14 3-4-10 �12 2-0-14 k 5-7-4 Over 2 Supports R=1569 U=97 W=5.5" R=1354 U=72 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI —2007(STD) FT/RT=2%(O%)/4(0) 15.02.00. 1 Truss Components of Oregon (503)357-2118 '*WARMNGI**READ AND FOLIO,ALL NOTES ONTHISDRAWING! �� DIbRnfcp TY: 1 OR/—/1/—/—/R/— Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••I YpORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC L L Trusses requl re extreme care In fabrl cats ng, handling, shl ppi ng, Instal l l ng and bracing. Refer to and follow the I atest edi tl on of TAN reel l di n , 25.0 PSF g Component safety Information, b TPI REF R7175— 61552 to performing these functions. Installers shall provide temporaryy and aSCSI for safety noted oteces preen 1 4659 `Y ` TC DL top chard=hall have ndbo bracing per alI Unless ttachede, 1 0.0 PSF DATE 03/15/16 properly attached structural sheathing and bottom chord shall have a properly attached � (� recti cel ling. Locations sappl for permanent lateral o each face of webs shall have brad req Installed per SCSI ,4 rt O�� II s fl ons e3, II or ate, as applicable. Apply plates to each face of truss and positron as shown above and SI BC DL 7.0 PSF L the Joi ret Detal I s, unl 7.r noted otherwi se. Refer to drawl reqs t60A-Z for standard pl ate pose tl ons. DRW CAUSR7175 16075082 1 AIplol a dlvlsion of If uiIdi g Components Group frets Sheri not be responsible for any deviation from this BC LL AN ITW COMPANY instal9atf on fabracent obuIld trusses truss I n conformance wl th AN51/TPI 1, or for handl I ng, shi n e.., �'�' D.0 PSF CA-ENG CWC/CWC wPP 9. A seal en title drawing or cover p.e.IIsting this drag Indlcotes acceptance of profess!anal . Ineerl 9S rFC, 9�9 Q TOT.LD. 42.0 PSF SEON— 24178 responal bI I I Ty solely for the design shown. The suitability and use of this drawing for any structure Is the 7' 8351 Rovana Chicle respond bl 1 I ty of the&11 I m req Demi prr per ANSI/TPI 1 Sec.z. Sacramento,CA 95828 For more Informatl on see MIs b•s rZrQNt W.Iu�pQ DUR. FAC. 1. 15 FROM BB ALPI NE: waves.al pe nee tw.torr; TPI: www.tpi rest.org;e WTCA:notes s page and t torr web slimes: °`Industry ICC: iccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1V0Z7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pl n lot 3 -- verify TIGARD, ** - EJG4) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, 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=6.0psf, wi nd BC BC- From 4 pl f at -2.00 to 4 pl f at 4.00 DL=4.2 psf. BC- From 14 plf at 0.00 to 14 plf at 4.00 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 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. 11 4_9-11-12 6 �— R=14 MI r 1-3-4 11 R4-9-°-° X4(A1)= V 1-r---2-0-0 >l< 1-10-3 >i< 2-3-5- ->1 -4-0-0 Over 3 Supports -->1 R=348 U=25 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.02.00. 1 Truss Components of Oregon 5031(357-1118 **WARM NGI READ AND FOLLOW ALL NOTES ON THIS DRAWING, ec n QTY: 1 OR/-/1/-/-/R/- Scale 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 "I WANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,`f`�YD •AFF TC LL 25.0 PSF Trusses regal re extreme care In fabricating, handling, shl ppl ng, Installing and bracing. Refer to and follow 4 REF R7175- 61553 the latestµdi tl on of BCS! (Bui l dl no Component Safety Information, by TPI and WTCA) for safe[ /� „ to Performing these functions. Installers shall provide tem o ted ooices prior b TC DL 1 0.0 PSF DATE 03/15/16 [op chord shall have properly attached structural sheathing and bottom cchordeshalI havenaepr proper! ttached �tI 1 46 5 9�`Y ' ri gid cel l l ng. Locatl ons shown for permanent lateral restraint of proper) d per Bd webs shall have bracing installed SCSI A r, 1 O sects ons B3, BT or 810, as app)i cab)e. Apply plates to each face of truss and position as shown above and on r BC DLeA 1 6 5066 II L J the lolnt Details, unless noted otherwise. Refer to drawl 160A- � _.I 7.0 PSF DRW usR7 75 1 07 ngs Z for standard plate post[I ons. I Al pi ne, a di vi sl on of I TW Bui!di ng Components Group Inc. shat I not be responsi bl a for any devi a-H on from this BC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any failure to bull d the truss In formance vel th ANSI/TPI 1, or for handl Ing, shl ppl ng, AN RW COMR4NY i osier I ail on R bract ng of trusses. s.:, .,e A seal On this drawing or cover page 1Isting this drawing, Indicates acceptance of profession v TOT. LD. 42.0 PSF responsl bill ty solely for the design shawl. The tel tab)II ty and use of this drawing for any structure Is th, 9js ',ea T,19 9 Qk:' SEON- 24135 8351 Rovana circle respansi bill ty of the Elul I dl ng Deal¢ler per Nal/WI t Sec.2. T Q DDR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see tm s 1 ob•s general notes '�N W.GNB' ALPINE: www.al pinel tw.com; TPI: www.t Inst.or, µTCA; rd.,y page and these web sues: P 9: .sbclntlustry. ICC: iccsafe.org SPACI NG 24.0" JREF- 1VOZ7175Z09 Renew-:^'A'1417017 (O316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n 1 of 3 -- verify TI GARD, ** - E THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located DL= 2re roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) 4. DL4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Right end verti cal not exposed to wi nd pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1.5X4 III • 6 � 2-4-3 -.111111111111Ad ' JI 9-0-0 1.5X4 III ill2X4(A1) L-_2-0-0---i 3-10-4---- 2 .E--4-0-0 Over 2 Supports --w1 I R=379 W=5.5" RL=49/-26 R=121 U=3 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 15.02.00. 1 F. QTY:8 OR/-/1/-/-/R/- TrussComponentsofOregon (5032357-2118 **WARM READ ADD FOLLOW ALL DOTES ON THIS DRAWING, Scal e =. 5"/Ft. 825 N 4th Ave,ofOreCornelius OR 97113 r'l IPORTART*. FURNISH SH THIS DRAWING TO ALL O INCLUDING INSTALLERS. �� Cpl. TC L L Trusses regul re extreme care In fabri cat'ng, handling, shipping, install l ng and bracing. Refer to and follow �� the I atest CI tl on of ClBS (But I dl C 25.0 PSF n9 Iers sot Safety de temporary by TPI and VBCA for safer REF R7 1 75- 6 1 554 to performi ng these fproplons. (ached sts ctur Psheite ngmandary tracing per alI en l epropeer!ycaattachede�r top d cel shall have properly attached structural sheathing rl gitl selling. Locations shown for and bottom chord shall have a ttached n permanent lateral r0 each face of webs shall have bract ng nstallbeve and o TC DL FI '1 O`� I recti ons B3, B7 or 1310, as appl I cabl e. Apply plates to each face of truss and post tl on as shown above and on �� I...�IL7yltl� C 7 16075067 II L Jrfr/�---_� 10 0 PSF DATE 03/15/16 1 the Joint Details, unless noted otherwise. Refer to drawl 160A_ r BC DL 7.0 PSF DRW AUSR71 5 I Alpine, a di vl si on of ITW Bulldl nes Z for stantlartl plate post[i ons. ,- Al drawl ng, any fal lure to but Id the�trusspIn conformance wl thhANSI/TPIb1 roosponsl hat for any devi agl on from this BC LL 0.0 PSF CA-ENG AN ITW COMPANY Installation&bract ng of trusses. r for handl I ng, hl evippl ng, CWC/CWC A O.). a Aanal en Mls draeitg er tepee Pepe=log. tMe drnH q lath eaten awp TOT omni bt I l ty sol el y file the deal gn ah0llrl. The Cul tebi I i ty atm es.of tel s drew R ro a enol (ne.I ill. �fi �F`. ',,1989 /v LD. 42.0 PSF 8351 Rovana Circle responsi bi I I t M1p y StrtKtBro I a the 7 ;r SEON- 24138 y.f the gal D.si goer par ANSI/TPI 1 Seo.2. Sacramento,CA 95828 For more information see this oil's StZ'�MW.GO OUR. FAC. 1. 15 FROM BB ALPINE: www.al pi net tw.can; TPI: www.t 1 general notes page and these web sles: pi net.ore: WTCA: bci ndustry.co, ICC: Iccsafe.ore SPACI NG 24.0" Ra1p�ra',1131/2017 JREF- 1VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENS IONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pin I of 3 -- verify TI GARD, ** - EJG2) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Our.Fac.=1.15 / PI ate Dur.Fac.=1.15) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, 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. psf, wnd BC 0i BC- From 4 pl f at -2.00 to 4 pl f at 0.00 DL=4.2 psf. BC- From 14 pl f at 0.00 to 14 pl f at 3.94 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 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 1.50. 6 — R=13 10-11-12 1-3-4 J; 10-0-0 2X4(A1) -2-0-0 >i< 1-10-3 >l< 2-1-1---- I. 3-11-4 Over 3 Supports - .1 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. D18ROpe. Y:2 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-?118 "WARNING!'1.READ AND FOLLOW ALL NOTES ON THIS DRAWING! Scale =. 5"/Ft. 825N4th Ave,Cornelius 0897113 "1I1PORTANT'• FURNISH THIS DRAWING To ALL COWMAC ORS INCLUDING THE INSTALLERS. ,S ,r0/1.,...-4"„1114"e TC LL 25.0 PSF REF R7175— 61555 Trusses regui re extreme care In fabri cats ng, handling, shl ppi ng, mato))Irg and bract ng. Refer to and follow _ t� the latest edition of BC51 (Bui!di fe Component Safety Information, by TPI and MICA) for safety practices prior 14659 -7 • TC DL To perform)ng these fuecti ons. Installers shall Provide temporary bract eq per SCSI. Unlessonoted otherwise. — 0116164, top chord shall have properly attached structural sheath)ng and bottom chord shat I have a proper! attached rigid cell Ing. Locations shown for permanent lateral restralnt of webs shalt have bract ng pI natal l ed per Best n sect)ons B3, B7 or 610, as applicable. Apply plates to each face of truss a , DATE 03/15/16 AEI ���O^ I I and position a�shown above andon _ lb BC DL 7.0 PSF DRW CAUSR7175 16075068 VIII ' V 1 the Joint Details, unless noted otherwise. Refer to drawings 1600-Z for stands rtl plate positions. i Al pi ne, a di vI si en of W Bul l di ng Components Group Inc =boli not be responsi bl a For any deka:I on from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fol lure To but I the truss In conformance with ANSI/TPI 1, or for handling, shipping, v AN ITW COMPANY I natal I ati on n bract ng of trusses. . A seal on thls drawl ng or cover page Ilstln9 this drawls IndluuctI re cotes acceptance of professional 9/ 'it.7,19 9 Q�� TOT. LD. 42.0 PSF SEON- 24140 responsl bill ty sol el y for the design shorn. The sul tebl I 1 ty and use of this drawl for I ng 8351 Rovana Circle respond INI I ty or the But 1 dl ng Deal goer per ANSI/rPI 1 Sec.2. +�structure s the Sacramento,CA 95828 r r�gNW.asOUR. FAC. 1. 15 FROM BB For mo a information see this job's general notes page and these web sites: ALP!NC www,al pi net tw.corn; TPI: w.tpi ns[.ore: MICA: www.six]ntlustry.tom; ICC: www.i ccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1 VOZ7175Z09 (0316126——PARR LUMBER—HI LLSBORO —WI ndwood 2230CE pl n I of 3 -- veri fy TI GARD, ** — C THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere i roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Connectors i n green lumber (g) desi gned usi ng NDS/TPI reduction factors. Wind Ioads and reacti ons based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead load is 2.00. 1. 5X4 III P 6 r— 2-3-13 PARMNINNINNINN �I ii 1. 5X4 III 2X4(A1) Lc--2-0-0--J I"' 3-9-8 1"12 'I1 I-E3-11-4 Over 2 Supports - R=377 W=5.5" RL=49/-26 R=117 U=2 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) Truss Components of Oregon ((503)357-°118 •*wARNINGI••READ ANN FOLLOW ALL R ux TM%(0%) 4(0) 15.02.00. 018R0/NF' Y:3 OR/-/1/-/-/R/- 825 N 4th Ave,Cornelius 07�97113 '•I IPORIANr•• FURNISH THIS DRAWING TO ALL LCONTRACTORS INCLIS UDING $Ca =. Trusses requl re extreme care I n fabri call ng, handl I ng, shl ppi ng, instal 11 ng Liland 111E'aci ng. Refer _ TC LL the latest edl LI on of BCSI (Bur l dl ng Component Safety Informatl on, by TPI and WTCA)rfornsafety p ac antl£prior 25.0 PSF REF R7175- 61556 to performing these functions. Installers shall pray' tem tea Ices psepPSF L temporary bracing per BCSI. Ung y coV top chord shall have y ess 14659 X10 ' • TC DL 10 0 DATE 03/15/1 proper' attached structural sheathing and bottom chord shall have ase, ir A rigid cling. Locatl ons shoa,,for permanent lateral restraint of webs shat I love bracing fetall edtp rhBCoS It A I ecilons 83, B)or B10, as applicable. Apply plates to each face pf truss and ' BC DL .4 I I I I�)�1` III the Joi nt Betal I s, unl ess noted othe wl se. Refer to tlrawl ngs 160A-Z Por standaPdsl I ate as shown ab^veeand on 7.0 PSF DRW CAUSR7175 16075069 f ILI, ' \SII i AI pl ne, a dl vl sl on of ITN Bui I dl p posl ti ons, drawls n9 Components croup Inc. shall not be responsible far any deviation from this ..- BC LL 0.0 PSF CA—ENG CWC/CWC g, any failure to bulltl the truss in conformance wins ANSI/TPI 1, or for hantlling, shipping, AN ITW COMFMWY instal 1 as on&bract ng of trusses. v A�' O°thea drawlhg°r COV•r wg•I ntleg thla drawl 1q IedIeat•a steeptene.of rofesal°r,al s (Marl ng / ',ea 7,19x9 Q�� TOT. LD. 42.0 PSF SEON- 24142 8351 Rovana Circle real pl 1 P tyY Solely for the d l gr,ahaan. The aur tab'l i ty aM we.°f this drawl ng foe any st efun 1 s tM of the Sul ldi Designer per NISI/7AI 1 See.2. �r�4W.Gs% DUR. FAC. 1, 15 Sacramento,CA 95828 For more i nrorinati on see thl s ob.a FROM B B ALPI NE: ,al pi nee tw.can; TPI:ee tpi nst. general notes page and these web slimes: org; WTCA: bclndustry. m; ICC: Iccsafe.org Renews:12/3112017 SPACI NG 24.0" JREF- 1VOZ7175Z09 (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- veri fy TI GARD, ** - EJG3) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Special loads TC- Fromber Dur. plfFac. atl-2.00 toate 72lf upFac. at 11.85 120 mph wind, 18.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 4 plf at -2.00 to 4 pif 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 Ib 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 Deflection meets L/360 live and L/240 total Ioad. Creep increase load applied per IRC-12 section 301.5. factor for dead I oad i s 1.50. +18-11- 12R=11 1-3-4 J +18-0-0 V6 _ I.,---2-0-0 >1< 1-10-3 >i 1-10-11--J 3-8-14 Over 3 Supports R=348 U=38 W=5.5" R=48 PLT TYP. Wave Design Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 15.02.00. 14.,1 RR. `TY: 1 OR/-/1/-/-/R/- Scale =. 5"/Ft. _ Truss Components of Oregon (503)357-2118 "WARN!NGI"READ AND roux ALL NOTES ON THI s DRAW!NG! 825 N 4th Ave,Cornelius OR 97113 I NPORrurr•• F RNI SH TNI s CRAM NO TO ALL CONTRACTORS l NGEUDI NG THE,NsrAL ERs `e4 �w IC L L 25.0 PSF Trusses re�ui re extreme care I n fabri cats ng, handl I ng, slit ppi ng, I natal I tt77/�[`� the latest etll[Ion of SCSI (Hui ltling Component Safety Information, by TR! and bract ng. Refer to and fPflow R7 - REF 175 61557 n to performing these functions. Installers shall and SCSI forsafetye oghes ler 1 4659�9 TC DL 10.0 PSF DATE top chord shall have Provide temporary bracing r BCS1. Bnl noted ttached properly attached structural sheath'ng and bottom chord shall have a roper! attached es rigid cell ing. Locations shown for permanent lateral restraint of webs shall have bract ngpi natal l ed per SCSI l 03 15/16 IIr1 '1 O`� sections B3, BT or BtO, as appl i cab!e. Apply pl ares to each face of truss and post tion as shown above and on �. � BC DL 7.0 PSF DRW CAUSR7175 16075070 L J I the Joint Details, nl ess noted otherwl se. Refer to drawl rgs 160A-Z for standard plate post ti ons. I AI p1 ne, a di vi sl on of I TW But 1 dl ng Components Group 1 nc. aha„ not be responsl bl a for any devi at1 on from this a BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fal l ure to build the truss conformance with ANSI/TPI 1, or for handling, shi In AN ITW COMR&NY I natal;Total on 8 brad ng of trusses. pp! g, E v A seal en this drawleg or coyer page Ilsting this drawl ng, Ind!e$tss acceptance of prefesslenal «ginaerleg • /40 7,1yg9QQ�4. TOT. LD. 42.0 PSF SEON— 24128 responsl bi I l ty sol el for the deal shown. The sul tab!Ilty and use of tel s drawing for any structure Is the Y} �a - 8351 Rovesa Circle responsl bl II ty of the Cul I ding Designer per ANsi fIPI 1 See.2. •/'aW W.0 DUR.FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see tm s ob•s general notes pa ge ALPINE: www.al p1 ne1 tw.con; TPI: www.tpi nst,org; aTCA: www.sbd ndus d y com,16C�iwtww.e$1 ccsafe.erg Renews:12/31/2017 SPACI NG 24.0" JREF- 1VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENS IONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** — D) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 18.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) DL=4.anywhere i roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL4.2 psf. Connectors i n green I umber (g) desi gned usi ng NDS/TPI reduction Wi nd I oads and reacti ons based on MWFRS with additional C&C member factors. deli gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Right end verti cal not exposed to wi nd pressure. Deflection meets L/360 Iiye and L/240 total I oad. Creep i ncrease factor for dead Ioad i s 2.00. 1.5X4 III �J i 6 — 2-2-10 _� ! 1.5X4 III 11111111111111111111111 2X4(A1) +18-0-0 LE---2-0-0-->.1 3-7-2 1�'1z 3-8-14 Over 2 Supports R=371 U=11 W=5.5" RL=56/-25 R=106 U=7 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0%)/4(0) 15.02.00. 1BRo° TY:3 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-1118 "'WARM NGI"READ AND FOLLOW ALL NOTES ON THIS DRAW0%NG! 825 N 4th Ave,Cornelius 01(913 "I I ORTAM`• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCIJAI NG THE I NnTA1 tet a. �� TC LL 25.0 PSF Trusses regpire extreme are In fabricatsng, handl ing, shipping, installing and brad ng. Refer to and fallow �e�/•t`- REF R7175- 61558 the la[esT edi ti on of BCSI (dulldi ng Component Safely g. thi ati on, by TPI and NTCA) for safety prac[i ces prior 485 9 49 /-\ T. to performing I these fpropions. tached sts china provide temporary tom hg per all Unl ps noted ly attached TC DL 1 0.0 PSF DATE 03/15/16 top chord shall have properly attached structural sheathing and bottom cM1ortl snail have a properly attached r rl191 d ceiling. Locatlons shown for permanent lateral restraint of webs shat I have bracing installed per BCSI `F .4(7 O`� I 1 5 tions 83, B>or B1O, as applicable. Apply plates to each face of truss and position as shown above and on BC DL 7.0 PSF DRW CAUSR7175 16075071 All L J I the Jol nt Details, less notetl otherwise. Refer to tlrawi ngs'160A-Z for standard plate post tl ons. I AI pl ne, a dl vi si on of 1 TW dui I dl rg Components Group 1 nc. shat I not be respond bl a For any reel ati on from this ..-, 0. BC LL 0.0 PSF AN TTW COM drawing, any failure to builtl the truss In conformance with AN51/TPI 1, or Por handling, shi In CA-ENG CWC/CWC COMPANY Installatl on R bracing of trusses. v A seal en tela drawing or Dover page Ictleg tele draw Indiut...oupcenp.of rohsalolrl 9 "FC,7,Ave' IP TOT. LD. 42.0 PSF reaponwi bI I I ty:sol el y for the deal gn shop", The Nul tab'I I tQS EON- 24130 8351 Revana Circle reaponal el I I ty of the Bid I m Dealy and use of flits drawl ng for any yet tur^"e i s he , �W Designer per Nal 1 Sec.2. s-44NW"CHT- RUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see tel s 1 ob•s general notes ALPINE: www.al pi nei tw.tom; Tpl: www.tpi ns[.org; WTCA: www. Page and these web sites- sbdndustry.com; ICC: www.Iccsafe org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VOZ7175Z09 — (031 61 26--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- veri fy TIGARD, ** - DG) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Special loads Webs 2x4 DF-L Std/Stud(g) TC- Fromber 72rplfcat1 0 00 ttoate 72u2 p1faat=13.74 Connectors in green lumber (g) designed using NDS/TPI reduction BC- From 14 plf at 0.00 to 14 plf at 3.74 factors. BC- 356.30 I b Conc. Load at 2.00 Wind loads and reacti ons 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 Ive DL=4.2 psf. 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 Ioad is 2.00. 1. 5X4 III 2-2-10 © 18-0-0 i 1. 5X4 III 2X4(Al) 3-7-2 1 1z 't1 3-8-14 Over 2 Supports R=340 U=9 W=5.5" R=339 U=8 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(0%B)/4(0) 15.02.00. 1 QTY: 1 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-2118 **WARNI NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! tpt�' ¢O Scale 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 *IMPORTANT" FURNISH THIS DRAWING To ALL CONTRACTORS I NOLUDI xD THE INSTALLERS. P �F TC LL 25.0 PSF Trusses reap!re extreme care In fabrl call ng, handl l ng, shipping, Installing and bracing. Refer to and follow the latest edition of OCs, \\ REF R7175-3/ 61559 (Bpi l dl ng Component Safety Informatl on, by TPI and'MCA) for safety practl ces prior 1 f TC DL to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted etherwlse, Air.. 14.59�'P' 10.0 PSF DATE 03/15/16 top chord shall have properly attached structural sheathing and bottom chord shall have a roperly attached rigid ceiling. Locations shown for permanent lateral rostral nt of webs shall have bracingpI nstal l ed per BCSI .4 rl �� I sect;ons 63, B7 or as app!I cab!e. Apply pl ates to each face o£truss and post-Mon as shorn above and on W fr.1 41 rA 1 16 75072 II I the Joint Details, unless noted otherwise. Refer to drawin ,6BA_ BC DL 7.0 PSF DRW c usR7 75 0 gs Z For standard pl a[e posiins. Al pi ne, a dI vi sI on of I bu Bui 1 di rg Components Group Inc. shall not be rorfori m e for any devi atl on from this BC LL O.0 PSF CA-ENG CWC/CWC AN ITW drawl ng, any fal 1 pre to bul I d the truss i n conformance wl tH ANSI/TPI 1, or for Handling, sh!poi ng, e.:,- .a: COMPANY installation A bracing of trusses. A sad Be this drawing or cover page IIoting this drawl Indicates accept.xe of professional . Ineerl 9 TOT. LD. 42.0 PSF SEAN- 24170 reoponsl bill ty sol el y for the design slow.. The Sul tab!I I ty and use of tills drawing for any structure 1 snthe I-n 7t„so Q� 8351 Rovana Cycle espor.sl bl llty of the Bul Iding Desig..,.per ANSI/TPI 1 5ee.2, a1B, DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformati on see tui a J ob•s general notes ��W*CNp ALPINE: www.al pi neltw.con; TPI: waxy.tui nst.org, waw. Page and these web sues: 9: -sbcindustry. ICG: .iccsafe.org SPACI NG 24.0" J REF- 1 VOZ7 1 75209 Rwnour¢•11171/9M7 (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - F) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 18.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.O psf, wi nd BC Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive DL=4.2 psf. load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 Iive and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. R=-4 Rw=16 U=14 1 +18-11-14 6 �— 1-3-13 X1.1 18-0-0 X4(A1) R=16 Rw=17 U=11 0111 1111. 11° L-2-0-0---1 1-11-4 Over 3 Supports 1 R=342 U=18 W=5.5" RL=37/-22 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) FT/RT=2%(0°/8)/4(0) 15.01.01.0,• QTY:3 OR/-/1/-/-/R/- Truss Components of Oregon (503)357-'2118 **WARM NO••READ AND FOLLDN ALL NOTES ON THIS DRAM 0.1 ' 0 825 N 4th Ave,Cornelius OR 97113 FF Sca I e =. 5' ••IMPORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL Trusses requl re extreme care I n fabri cat ng, handl I ng, shl l n I nstal I, y 25.0 PSF the latest edition of BCSI (Buildin ComponentPP 9' n9 and bracing. Refer to and fellow REF R7175- 61560 to p Iatesti ng then f Ions. I Oing l mpoentl Safety Information, by TPI and e,TCA)for safetpractti cos prior f TC DL top chord snail have properly attached structural provideing andabottom chordder RCSIhave aess noted ttarwise, �4 14659 10.0 PSF DATE 03/15/16 ri gitl telling. Locations shown for permanent lateral proper) attached c T. rostral nt of webs shall have brad ng Installetl BC51 ,Allhh .4 r O`� I 1 sects ons B3, BT or B10, as applicable. Apply plates to each face of truss and position as shown above and on t.,�/.1/ r BC DL 7.0 PSF C R7 7 60 5073 II L J I ne nt petalls, un,ess noted Otho wise Refer m drawl:Is,16oa-z for emendate late aH DRW AU$ 1 5 1 7 I AIpine, a division of ITW Bulloi Cwn P poll tl ons. ,- drawing, any failure to build the'trusspIn conformancewlth ANSI/TPIb 1,rorpforihandlIng, shdeviation from this BC LL 0.0 PSF CA-ENG CWC/CWC AN TTW COMPANY i nsta(I atl ons bract ng of trusses ppl ng, •.., •, A Mal on this drawl ng or cover page list) t p re y v TOT. LD. 42.0 PSF SEAN- 2605 REV responal bl 11 ty MI el y for the deal ng hl s drawl I ltd)Hies acceptance of profess'ons) • I nsarl 9 'en '•'Ij9 ��(� 8351 Rovana Circle responsl 611 I gn shorn, The Sul tab)11 ty and use of this drawl ng for any structure 1 s the ty of the Elul Designer per ANSI/TP1 I Sec.2. 'low w OUR. FAC. 1. 15 Sacramento,CA 95828 For more I nformati on see thl s j ob•s general notes Sr G�r FROM BB ALPINE: www.al pl nel tw.tom; TPI: www.VI net. page and these web sues: erg; AICA: www.sbcintlustry.com; ICC iccsafe.org SPACI NG 24.0" J REF- 1 VOZ7 1 75209 Ronpura•17/41/7017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- veri fy TI GARD, ** - G) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 18.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Connectors in green lumber (g) desi gned usi ng NDS/TPI reduction factors. Wi nd loads and reacti ons based on MWFRS with additional C&C member deli gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iiye load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep i ncrease factor for dead load is 2.00. 1.5X4 III 6 i'1�1 1-3-4 I � �I V (I) 18-0-0 1.5X4 III 2X4(A1) --2-0-0—� 1-6-11 3 $ 1-8-7 1' 2 1-10-3 Over 2 Supports R=344 U=19 W=5.5" RL=37/-22 R=12 Rw=31 U=29 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 15.02.00. 1 ORS QTY;2 OR/-/1/-/—/R/— PLComponents ofOregon (503)3572118 "WARNINGI••READ AND FOLI_ONpF /R ONTxlsDRAW) Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 "I IPONTANT' FURNISH TNI s DRAWING TO ALL cNOTES 05 T INCLUDING DRAWING! T le INSTALLERS. TC LL Trusses regal re extreme care In fabricating, handling, shi ppl ng, Installing and bract ng. Refer to and follow 25.0 PSF REF R7175- 61561 the latest edi tl on of BCSI (Building Component Safety Information, by TPI and MTCA) for safer to performing these functions Installers shall provide temporar brads Y gra°tithes prior lV 14659 "9 TC DL 10.0 PSF DATE top chord shall have properly attached structural sheathing and bottom chordeshalIIhavenless noted ttachede, 03/15/16 (1 rigid ceiling. Locations shown for properly attached Ail sections B3, B7 o permanent plates) oeeachl ft of fete shah have tronas ihotal lbtl per dCoI `ell Tl/+••-,� BC DL •II IJO��1 �J I� I thI r 810, as applicable. Apply plates to each face of truss and position as shown above and on 7.0 PSF DRW CAUSR7175 16075074 the J°I nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. on TW Bul I di Group I drawl ng, any fol I ureot'b III d the'g trusspI neconnformancenc.wl thhANSI/TPI'a1,rospond bI a for any cloy'801 on from this _ BC LL 0.0 PSF AN ITW COMPANY i metal l ail on R bract ng of trusses. r for handling, hl pal ng, ,S CA—ENG CWC/CWC A seal on this Crewing or cover pegs IIstteg this drawing, Inil cotes tone.of professions! y, Fc 7 10 k;.�' TOT. LD. 42.0 PSF SEAN- 24144 raspmsl DI I 1 ty ad sly for the design shown. The wl tett I 1 ty and use of L 1 s drawl p for any coni nMrl rp 8351 Rovana Circle respond DI I 1 ty of the Rol!ding Designer per ANSI/TPI t See.2. y structure I s the -e YI Sacramento,CA 95828 For more I nformatl on see this tib's �r'qN p. DUR. FAC. 1. 15 FROM BB ALPI NE: www.al pi eel tw.cony TPI: www,t ) general notes page and these web slimes: pi nsi erg; YlrCA: bd°°ustry. "`' ,c°safe.erg SPACI NG 24.0" JREF- 1VOZ7175Z09 Renews:12131/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pl n I of 3 -- veri fy TI GARD, ** - G2) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 19.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) :W1 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Connectors i n green I umber (g) desi gned usi ng 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 Ioad applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead I oad i s 2.00. 1. 5X4 III / 3X5 2-9-13 3-3-13 ®gI 11J + 18-6-0 ' MI 3X5(R) III 4 18-0-0 / IsatTsti 3x5= 2X4(A1) II 1. 5X4 III L--2-0-0-->-) 2-5-8 3-5-12 2-5-8 3-5-12 '1 fl 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 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI—2007(STD) FT/RT=2%(0°/8)/4(0) 15.02.00. 1 QTY:6 OR/—/1/—/—/R/— Truss Components of Oregon (503)357-2118 '•WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1 $Cal a =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT•' FURNISH THIS DRAWING TO ALL TRACT INCLUDING THE INSTALLERS ,`‘,, O IC TC LL Trusses require extreme care In Fabricating, handling, shipping, instal la.and bracing. Refer to and follow 25.0 PSF REF R7103/15/1662 the latest edition of BCSI (BUIlding Component Safety Information, by TPI arM WrCA for safety practices prior �� to performing these Functions_ Installers shall provide temporary bracing per BCSI. Unless noted otherwise, k/ 14659�"Y ' TC DL 10.0 PSF DATE top chord shall have properly attached structural sheathing and bottom chord shall have a riga d cel l I ng. Locations shown for permanent lateral restraint of webs shall have bracingpi nstal ly edp per /y. attached .4 TI O`� II n seen B3, BJ or Bin each Face of truss and post ti en asshown aboveandon r 7.0 PSF C U 87160 5075 II ,L=41 as applIc ble. Apply plates to BC DL DRW A s 75 1 7 the Joint Details, unless noted therwl se. Refer to drawings 16n0A-Z Por standard plate poll ti ons. , Alpine, a di vi sl on of I TW Bui I dl.truss I necoon Group 1 nc. steal I not be rori bl a for any devi ati on from this BC LL 0.0 PSF AN ITW drawing, any fat I urn t°bd I d the truss I n conformance WI th ANSI/TPI 1, or for handling, shl ppi ng, CA—ENG CWC/CWC COMPANY i nstal I atl on A bract nq of trusses. A seal on tills drawing or cover page II etI ng this drawing, Indicates acceptance of protessionel aegIIte l 'F 99 �" TOT. LD. 42.0 PSF SEAN— 24148 respond bl I 1 ty sol el y for the design shown. The Sul tabl II tyand use of this drawing for any structure is the "� C ,19 8351 Rovana Circle respond bill ty of the BUi l di ng Desi pier per ANSI/CPI 1 See.2. � Sacramento,CA 95828 For more I nfornetl on see this b.s �j/qNw.c0"‘ UD R. FAC. 1. 15 FROM BB ALPINE: www.al pi nel tw.cm; TPI: www.tpi nst.ore;e WTCA:noteswW, page and these web sides: .sbcl ndustry.eOm; '°`. 'c°safe.org SPACI NG 24.On JREF— 1VOZ7175Z09 Renews:12/31/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pin I of 3 -- verify TI GARD, •* - 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, 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 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 Deflection meets L/360 live 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. 1.5X4 III 3X5 i 1 , 1-9-4 6 r--- `, li 2-3-4 '�•� tzl) 18-6-0 �ll.11.1.11= 3X5(R) MI ..---. 118-0-0 3X5 2X4(A1) 1. 5X4 III L --2-0-0--->1L r 2-5-8 1-4-11 2-5-8 I-1-4-11_q I 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 Truss ComponentsofOre on ((503))357-2118 •*WARNING!*w READ AND FOLLOW ALL NOTES ON THIS DRAWING! tQ 1 �-O QTY:2 OR/-/1/-/-/R/- Scale =. 5"/Ft. _ 825N4th Ave,of Oregon OR 97113 '•IYPORINVT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �4r F TC LL 25.0 PSF REF R7175- 61563 Trusses regui re extreme care In fabrl cat]ng, handl l ng, shipping, Installing and bracing. Refer to and follow the latest edl ti On of BCS! (Bun l dl ng Component Safety Informed On, by TPI and WTCA) for safe[ to perform)ng these functions. Installers shall provide temporary bracin n ted dtherwi ices prior 4�� 14659�'9 ` TC DL 10.0 PSF DATE 03/15/16 40164, top chord steal I have properly attached structural sheathing and bottom chord Il havens roperlly attachede rigid cel Bang. Locations shown for Permanent lateral to eachlfa of webs shall have bract ngpi above per Bcs, ���y��� TO sections B3, B7 or B10, Appy plates each face of truss and Itlon as shown above and on .....�iAn�� L7.0 PSF .4 Lo��N I, as app)I wbl apos F BC D DRW CAUSR7175 16075076 the Joint petal l s, unless noted therwl se. Refer to drawings 160A-Z for standard plate post tl ons. I Al pi ne, a di VI si on of I TW Bui I di ng Components Group 1 nc. steal 1 not be respons]bl a for any devl ati on from thl sBC LL 0.0 PSF CA-ENG CWC/CWC drawl ng, any fel I ure to but I d the truss 1 n conformance wi th ANSI/TPI 1, or for handling, sol ppi ng, •' .1' AN ITW COMPANY nstal I ati on 6 bract ng of trusses. A and en tole drool 09 or ewer peps l Intl rig this drawlacceptanceWl �' TOT. LD. 42.0 PSF SEON- 24146 responsi bl I I ty sol el y for the des'gn shown. The sui tab''pi 1 tyand al See of hrroof ol g profess!peel uctl Marl ng 9 C.7,1g� Q� 8351 AOvana Circle responsl bl I I ty of the Bad I dl ng Desi gnner per NSI/TPI t Sec.2. ng any structure I s the p sr/,4Nw.�Na OUR. FAC. 1. 15 FROM BB Sacramento,CA 9582R For more i nformatl on see thi s J ob•s general notes page and these web si Wes, ALPINE: www.al pineitw.com; TPI: wow tpinst.org; WTCA: www,sbcirdustry.cam, ICC: www.iccsafe.org SPACI NG 24.0" J RE F- 1 VOZ7 1 75Z09 Renews:12/31/2017 (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pi n I of 3 -- veri fy TI GARD, ** - SJ1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 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. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 Iive and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. R=-11 Rw=15 U=17 11 9-11-12 6 �— 1-3-4 �11.1111M11 2X4(A1)= R=16 U=11 L---2-0-0 >< 1-10-3-----mi 1-11-4 Over 3 Supports 1 R=343 U=10 W=5.5" RL=31/-22 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI/ -2007\ (STD) Truss Components of Oregon (503 357-'',118 "WARNI NGI`*READ AND FOLLOW ALFL NOTES =2iU%(0a%)N/4(0) 15.02.00. .�� -,� IITY: 12 OR/-/1/-/-/R/- _ 825 N 4th Ave,Cornelius OR 97113 "I!PORTANT• PURNI SH TUI s owarl NG TO ALL fAWinACTBRS I NCLUDI WB TUE I rlsrutEns. TC L L Trus requl re extreme care I n fabrl cati ng, handl I ng, shi l n Install25.0 PSF REF I e 5"/Ft the latest edition of BC51 (Builtlin Compp 9' n9 and bracing. Refer to and follow g ponent Safety Information, by TPI and WrcA) for safety R7175- 5 564 to performing these functions_ Installers shall provide tem tedcoo fes pseor �� 14659�'Y ' TC DL 10.0 PSF DATE top chord shall have properly attached structural sheathltemporary ce,,chord per all enl esspr erly ttach de, r191 tl ceiling. Locations shown for ng and bottom shall have a roper) Ail �O T. rigid ns B3, B7 or 131 permanent lateral restraint of webs hall have ng shown I ed above eandCoA R] ]5 160 5077 IIsecti a )�^ III 1 the d cel Ing. s, as applicable. Apply plates to seachtra face of truss and position as shown above and on / I BC DL 7 0 PSF DRW a Us ' \`II03/15/16 unless noted otherwise. Refer to drawings 160A-Z Por standard plate positions. 1 7 I AI of, ne, a di vision of i TW eul I di ng truss I necon Group 1 nc. shal I not be responsible for any devl atl on frau tM1l BC LL drawl ng, any failure to build the truss in Parma with ANSI 1, o CA-ENG CWC/CWC AN ITW COMPANY i nstal I ati on s bract ng of trusses. ace r for handling, shi ppl ng, " 0.0 PSF sti thi I TOT. LD. 42.0 PSF A SNI t^ri eelelyDfo�the cover lI5 oes,p The Saldrawl npi ndi enduteswon acceptance of Ofar profess'any structure estorn null Isng 9/ 'j 7.A90 k:' SEON- 24110 responsl bill Y i I ty and use or thla drawl ng fore tructure Is the Q 8351 Rovana Circle respond bl l l ty of the Sul l dl ng Des117ner per ANSI/TPI 1 Sec.2. nY s Sacramento,CA 95828 For more Information see this/ob.s general notes page and these web sites: r�'4MIIY OW DUR. FAC. 1. 15 FROM BB ALPINE: www,al pi nei tw.can: TPI: www.tpl nst.org; WTCA: www.sbci ndustry.cam; 1 CC: www.I ccsafe.org Renews:12/31/2017 SPACI NG 24.0" JREF- 1VOZ7175Z09 (0316126--PARR LUMBER-HI LLSBORO -Windwood 2230CE pin lot 3 -- verify TIGARD, ** - SJ2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 � Bot chord 2x4 HF #2 120 mph wind, 18.81 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. I odd applied per IRC-12 sect on 301.5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase desi gn. factor for dead load is 1.50. R=92 U=15 +19-11-12 000 2-3-4 � 1'1 =� R=22 Rw=26 U=1118-0-0 2X4(A1) 1-Q---2-0-0 ,l< 1-11-4 >l< 2-0-7----->11. 3-10-3 Over 3 Supports IR=366 U=14 W=5.5" RL=57/-25 PLT TYP. Wave Desi gn Cri t: I RC2012/TPI-2007(STD) FT/RT=2%(0%)/4(0) 15.02.00. 1 Truss Components ofOreon (503)357-1118 *•WARNrNOI•+READ AranFa>oguLNOTES graTHIS alArrxgl �� DIdRQFR TY:8 OR/-/1/-/-/R/- Scale =. 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 '•I rFOgTAl1r•+ FURNISH THIS DRAWING TO ALL cgrrrgAcrats I rattuol rag THE INSTALLERS. �r- Trusses regulre extreme care In fabrlcatsng, handl Ing, shipoi ng, InstalITC DLLL the latest edl tl on of BCSI (Bul l di ng Component Safety Informatl on, by TPI and WrC.)rfornsafetfer to and Follow Sr 25.0to PSF REF R7175- 61565 cep performing these functions. Installers shall psheath temporary bracing per BCSI. a ess top chortl shall have properly attached structural sheathing and bottom chord shall have a 1• ri gitl cel 11 ng. Locations shown for permanent lateral restral nt of webs shall have bract ngpI nstal letltpe ����� � 14659 4.!.,.1:1%. sections B3, S] hand or 810, as howl i cabl e. Apply plates to each face of truss and post ti on r SCSI +t BC DL 170.0 PSF n � DATE 03/15/16 AI f I 0 I]^ I I I : the nt octal I s,noon,'ess meted ntnerwl se eefer to drawl ngs 1b0A-Z for standard I ate as shown. a and on DRW CAUSR7175 16075078 I I u I v I AI pl ne, a tll vl sl o1 iW Sul I do, P poli ti ons. dr.n n9 on I necnn Group Inc. shall not be respond ble for any deviatl on from ties AN ITW B. any failure to builtl the truss In formance with ANSI/TPI 1, or for hantlling, sM1l e'' -� BC LL 0 PSF COMPANY 1 nstal l ati on&brad ng of trusses. poi ng, 0 CA-ENG CWC/CWC A seal on this drawl V ng or cover page list) ng, Indicates acceptance orprofess'onS engineer!ng 9/ C,7 t9 �"t TOT. LD. 42.0 PSF SEON- 24114 tesponsl bill ty sol el y for the des19n et-pop oeiThe/TPlrtabl 1 I ty and use of til s drawl for an ,4. _g9 Q _ 8351 Rovana Circle respond bl l I ty of the&d l dl ng Seal goer per ANSI/TPI 1 See,]. Y structure I s the — Sacramento,Cl,95828 For more Information see `�r�Apw,Cti�'� DUR. FAC. 1. 15 FROM BB ALPINE: www.al pl eel be.con TPI: aveat tips nsotb.erg;general to sbci odust theses page and web si tea: ry.cnm; ICC: Iecsafe.org Renews:12/31/2017 SPACING 24.0" JREF- 1VOZ7175Z09 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENS IONS) SUBMITTED BY TRUSS MFR. (0316126--PARR LUMBER-HI LLSBORO -Wi ndwood 2230CE pI n I of 3 -- veri fy TI GARD, ** - FG1) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Deflection meets L/360 Iiye and L/240 total I oad. Creep increase Webs 2x4 HF #2 :M1, M2 2x4 DF-L Std/Stud factor for dead load is 2.00. :M3 2x4 HF Std/Stud: fig)' Thi s "Hip Frame" may be used i n place of purlins on the hi p plane to Connectors in teen lumber brace the fl at top chord of hi p trusses. See detail drawing factors. g (g) designed using NDS/TPI reduction HIPFRAME1014 or HIPFR1801014 for additional information. 2X4 III 13.42 (- 12-3-8 12-3-8 0-0-4 1111 III 2X4(D8R) 2X4 III I- 10-11-12 -I Note: AlI Plates Are 1. 5X4 Except As Shown. PLT TYP. Wave Desi gn Cri t: IRC2012/TPII -2007(STD) FTruss Components Of Oregon (503)357-2118 "WARN, **READ AND FOLLOW ALL NOTES ON THIS DRAAWBING 4(0) 15.02.00. 1 ``R • QTY:4 OR/-/1/-/-/R/- 825 N 4th Ave,Cornelius 01%97113 "I MFORrANrw' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �`V OF Scale 1 87511/F t. Trusses require extreme care In fabricating, handling, shl In instal 11 �I TC DL pp g, 25.e TC LL 0 PSF REF the latest edition of SCSI arnIni Com ng and bracln. Refer to and fellpw - R7175- 61566 n9 Component Safety Information. by TPI and RICA)for safety practices Pro or to performing these functions. Installers shall provide temporary bracing per BCSI. Dales noted attachedse, k, 1 0.0 PSF DATE /1111164, top chord shall have properly attached structural sheathln and bottom chord shall have 1 48 59�"� 03/15/16 rl gid eel ling. Locatl ons shown for g a properly attached �. COectl ons 83. B7 or 810, a permanent lateral restraint of webs shall have bracing installed per scsi BC DL .4 FI I Oto A 'I s s applicable. Apply plates to each face of truss and position as shown above and on ,?�Ils 7.0 PSF DRW CAUSR7175 16075079 II L J I`V' I the Joint petails, unless notetl otherwise. Refer to drawl ngs t60A-Z for standard plate positions. _•� I AI pi ne, a dl vl sl on of I TW Bui dl rg Components Grou Inc. shat I not be r BC LL drawl ng, any failure to build the truss In conformance wl th ANSI/TPI 1, orpfori for, s ippinti on Prom this 0.0 PSF CA-ENG CWC/CWC AN RW COMPANY i nstal I aft on R bract ng of trusses. r for handling, hi ppi ng, �:� _,, A s..I on this dr.Wng or cov.r pip.lIstl tM.arwlnp Intllnoton onasptenc.of prof.s.Iarl .eWlnoon ng if 'E'C " TOT. LD. 42.0 PSF SEAN- 24252 resput 1 DI I 1 ty sol el Y for Tito tlesl eD showtt�The Sul tebl I 1 ty.0d us.oP thl s drerl rp{or any structure I s the •7/_A 7,19 Q�i 8351 Rovana Circle responsl bill ty of the Bol 1 dl ng Desi prat per ANSI/TPI 1 See,2. • co DUN. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformatl on see thl s 3 ob•s general notes ApW� � ALPINE: www.al pi nei tw.com; TPI: www t Inst. Page and these web sites: P erg; RICA: www.sbclntlustry.com; ICC: www.iccsafe.org SPACING 24.Or' J REF- 1 VOZ7 1 75209 �:'S7t'417G17 CLR Rein ^ orcing veHoer SUlcs Lits, tion T-Reinforcenent 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. ,e ,\ Apply to either side of web narrow face. , Attach with 10d (0.128"x3.0",min) nails Apr 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. . Alternative reinforcement specified in chart below may be conservative, �` .41111 For minimum alternative reinforcement, re run design with appropriateMil reinforcement type. v T-Reinf, L-Reinf, Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. Scab Reinforcement 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, 2x6 Attach with 10d (0.128"x3.0",min) nails 1 1 row 2x4 1-2x6 at 6" ac, Reinforcing member is a 2x6 2 rows 2x6 2-2x400 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6()1() 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. 00 Center scab on wide face of web. Apply (1) scab to each I face of web. I "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 101,,,,..... "IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T C L L PSF REF CLR S U b S t, Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and �� 4�w follow the horst edition of BCSI (Building Component Safety all provide, er TPI ryd acro for safety <v 14659 9 • TC DL PSF DATE 10/01/14 practices prior to performing these functions. Installers Shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom chord TAllb . shall have a properly attached rigid telling. Locations shown for permanent lateral restraint f webs • r II BC DL PSF DRWG BRCLBSUB1014 Q �f �II�� sha0 have bracing installed per BCSI sections B3, B7 or H10,as applicable. Apply plates to each ince UU D [ of truss and position as shown above and on the Joint Details, unless noted otherwise. ` BC LL PSF / L u Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 0- -r' AN ITW COMPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, " C g9 TOT. LD, PSF Installation 6 bracing of trusse A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional 9� e O ��' , p engineering responsibility solely for the design shown. The suitability and use of this drawing Qw 13389 Lakefront Drive far any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. 40/W.GN DUR, FAC. Earth City,MO 63045 Fr o einformation see this job's general notes page Y these web sites. ALPINEwww.a/pineltw.comi ww.tpinst.orgI SBCA, www.sbclndustr orgI Ica www ,lcesafe.orD Renews:12/31/2017 SPACING X - i3 Frame Retails W4X4, Min, B Hip Frame II IIWAIIMINIMIE g 24" ---� :C mon W1,5X3 ' ' Typ, ' : Trusses Typ, ti Il ',I.� r .�0.11`IIA �+NI��O IN Stepped Hip -I a � D a: � . EMOSIIIIIIIIIIIIIItMEMili 2x4 Chords 2x4 Purlins �dillitilitii'� System Trusses ■fir--�in�ii ����l� 1 [ Sheathed. tback Chord Area ill lemumniammemademaimumemmormemplra„ ______------ B Hip FrameNE AgammiBottom Chord 0- Attach hip frame to flat chords of stepped hips W3X4, Min, W3X4, Min, at all overlapping points with 2-10d (0,148"x3") Hip Frame, 'R' common nails, Bottom chord of hip frame to be �-,attached to #1 hip with 10d common (0.148"x3") nails @ 6" ac. maximum spacing. Hip frame stops at plumb cut of Hip Frame jacks to maintain pitch continuity, Sec-ton B-B NE Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better, •I See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. R' Hip frame chords may be trimmed up to 2" to fit, �� purlins must be intact and properly attached, Stepped Hip H Setback System Trusses Use this detail for: ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide racing ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indiecateldat 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, ..WARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAWING! ..IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme fabricating,handling, shipping,installing and bracing. Refer to and REF HIP FRAME follow the latest edition fcBCSI (Building Con �• practices for to g panent safety hae%provide by or and covin for safety iti�S 14659�'Y ' • DATE Unless pr Performing these functions. Installers shaLL provide tempornr bracin er HCSI. noted otherwise, top chard shall have properly attached structural sheathing and bottom chord CC r ,,. shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs 1 0114 10� -.nib �lUNI shall have bracing installed per SCSI sections 13, B7 or 110,as applicable. Apply plates to each face DRWG HIPFRAME1014 GJ ILf. J of truss and position as shown above and on the Joint Details, unless noted otherwise. L _ Refer to drawings 160A-Z for standard plate positions. AN ITW COMPANY Alpine, a division of ITW Building Components Group tnc. snail not be responsible for any de�mtlon from i '' this drawing,any failure to build the truss In conformance with ANSI/TPI L or for handling, shipping, ej installation a bracing of trusse 9� 'FC, 19a Q�v engineeA ringresponsibility this drawing or cover page listing this drawing,Indicates acceptance f professional responsibility solely For the design shown. The suitability and use of this drawing , 4 w A 13389 Lakefront Drive for any structure is'the responsibility of the Building Designer per ANSI/TPI I Sect, �r�n ww.y� Earth City,MO 63045 e For more Information see this Job's general notes page and these web sites' Renews:12/31/2017 wwalpineitccomi TPD wwctpinst.orgi SBCA, www.sbcindustry.org,ICC' www.lccsafe.org ALPINE' w.